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HomeMy WebLinkAbout1887 - RECOMMEND APPROVAL OF TS_ NNCPC DEVELOPMENT PLAN AMENDMENTRESOLUTION NO. 1887 A RESOLUTION OF PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH RECOMMENDING APPROVAL OF TRAFFIC STUDY NO. TS2012 -004 REGARDING NORTH NEWPORT CENTER PLANNED COMMUNITY DEVELOPMENT PLAN AMENDMENT WHEREAS, the Irvine Company has applied to the City of Newport Beach for the an amendment to the North Newport Center Planned Community (NNCPC) Development Plan to allow future development in NNCPC, which consists of seven sub- areas that include Fashion Island, Block 600, Block 800 and portions of Blocks 100, 400, 500, and San Joaquin Plaza ( "Property "). WHEREAS, as part of its application, the Irvine Company requests approval of the amendment to Development Agreement No. DA2007 -002, entitled Amendment to Zoning Implementation and Public Benefit Agreement Between City of Newport Beach and the Irvine Company LLC Concerning Addition of Properties and Residential Units to Zoning Implementation and Public Benefit Agreement (Portions of Newport Center Blocks 100, 400 and 800 and San Joaquin Plaza). WHEREAS, as part of its application, the Irvine Company also requests approval of the transfer of development intensity (TD2012 -002), an amendment to Development Agreement No. DA2007 -002, and an amendment to the NNCPC Development Plan (PD2012 -001) to increase the residential development allocation within the NNCPC from 430 dwelling units to a total of 524 dwelling units (increase of 94 units) and to allocate the units to the San Joaquin Plaza. Of the 94 units, 15 of the units are currently allowed by the General Plan, but are unassigned to any specific property; the remaining 79 units would result from the conversion of un -built non - residential development intensity (79 hotel rooms assigned to General Plan Anomaly Site No. 43) to multi - family development intensity (79 multi - family units) and transfer of the converted development intensity into the NNCPC. WHEREAS, General Plan Policy LU 6.14.3 permits development intensity to be transferred within Newport Center, subject to the approval of the City with the finding that the transfer is consistent with the General Plan and that the transfer will not result in any adverse traffic impacts. WHEREAS, Municipal Code Chapter 15.40 (Traffic Phasing Ordinance, or TPO) requires that a traffic study be prepared and findings be made before building permits may be approved if a proposed project will generate in excess of 300 average daily trips (ADT). WHEREAS, a traffic study (TS2012 -004), entitled North Newport Center San Joaquin Plaza TPO Traffic Analysis (Stantec Consulting Services Inc., May 2012), was prepared under the supervision of the City Traffic Engineer pursuant to the Chapter SD \847837.2 Planning Commission Resolution No. 1887 Page 2 of 4 15.40 (Traffic Phasing Ordinance) and its implementing guidelines. Although no specific development project is proposed at this time, development of the 94 residential units was assumed to be completed in 2015 and is forecasted to generate 393 additional trips per day, including 32 additional a.m. peak hour trips and 36 p.m. peak hour trips. It should be noted that the 430 residential units currently allocated and vested within the NNCPC were previously analyzed and approved under Traffic Study No. TS2007 -001 and added to the approved projects list. Traffic associated with projects on the approved projects list has been included in the cumulative traffic impact analysis included in the subject traffic study for this project. WHEREAS, the Planning Commission held a public hearing on July 5, 2012, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California, at which time the Planning Commission considered all project - related applications, including the proposed traffic study. A notice of time, place, and purpose of the meeting was duly given in accordance with the Municipal Code. Evidence, both written and oral, was presented to and considered by the Planning Commission at this meeting, including the evidence and arguments submitted by the City staff, the Irvine Company, and all interested parties. WHEREAS, the Planning Commission finds: (1) The traffic study, entitled North Newport Center San Joaquin Plaza TPO Traffic Analysis (Stantec Consulting Services Inc., May 2012), was prepared under the supervision of the City Traffic Engineer pursuant to the Chapter 15.40 (Traffic Phasing Ordinance) and its implementing guidelines. (2) The traffic study indicates that the project will increase traffic at 12 of the 20 study intersections by one percent (1 %) or more during peak hour periods one year after the completion of the project and, therefore, these 12 intersections require further Intersection Capacity Utilization (ICU) analysis. (3) Utilizing the ICU analysis specified by the TPO, the traffic study determined that the 12 primary intersections identified will continue to operate at satisfactory levels of service as defined by the Traffic Phasing Ordinance, and no improvements are required. (4) Based on the weight of the evidence in the administrative record, including the traffic study, the implementation of the proposed project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach. (5) Since implementation of the proposed project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach, no improvements or mitigation are necessary. 2 SD \847837.2 Planning Commission Resolution No. 1887 Page 3 of 4 (6) The traffic study supports the finding that the proposed transfer of development intensity will have no direct or cumulative adverse impact on the study intersections, and no mitigation is required. NOW THEREFORE BE IT RESOLVED, 1. The Planning Commission of the City of Newport Beach hereby recommends approval of Traffic Study No. TS2012 -004 based on the weight of the evidence in the administrative record. PASSED, APPROVED AND ADOPTED THIS 5th DAY OF JULY, 2012. AYES: Ameri, Brown, Hillgren, Kramer, Myers, Toerge, and Tucker NOES: None F.M.T. : ► WI- ABSENT: None 3 SD \317337.2 Planning Commission Resolution No. 1887 Page 4 of 4 North Newport Center San Joaquin Plaza TPO Traffic Analysis (To be attached upon approval) 4 SD 847837.2 v° North Newport Center San Joaquin Plaza TPO Traffic Analysis Stantec May 2012 Prepared For: City of Newport Beach 2073006780 North Newport Center San Joaquin Plaza TPO Traffic Analysis City of Newport Beach May 16, 2012 Prepared for: City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 Submitted by: Stantec Consulting Services Inc. 19 Technology Drive, Suite 200 Irvine, CA 92618 Prepared by: Cathy Lawrence, PE JA Transportation Engineer Stantec Consulting Services Inc. Joe Foust, PE Reviewed by: A. NO.TROO1635 V # EXP. q-3b'lZ #, Princ' al, Transportation Planning and Traffic Engineering Stc6tec Consulting Services Inc. Stantec NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table of Contents 1.0 INTRODUCTION ..................................................................................... ..............................1 2.0 TRAFFIC PHASING ORDINANCE ANALYSIS ...................................... ..............................1 3.0 CUMULATIVE CONDITIONS ANALYSIS ............................................... ..............................6 4.0 GENERAL PLAN ANALYSIS ................................................................ .............................17 5.0 CONCLUSION ........................................................................................ .............................17 City of Newport Beach CAL, Ipo \report \rpt_sonjoaquinplam ipo_051672 docx S` + ntec NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table of Contents List of Figures Figure 1 San Joaquin Plaza Project Description ...................................... ............................... 2 Figure 2 TPO Analysis Study Intersections ............................................. ............................... 3 Figure 3 General Project Trip Distribution and Project ADT ...................... ............................... 8 Figure 4 AM Peak Hour Project- Generated Trips .................................... ............................... 9 Figure 5 PM Peak Hour Project- Generated Trips ................................... ............................... 10 Figure 6 Peak Hour Project- Generated Trips ........................................ ............................... 11 List of Tables Table 1 Existing ICU Summary .............................................................. ..............................4 Table 2 Approved Projects Summary ..................................................... ..............................5 Table 3 Trip Generation Summary ........................................................ ............................... 7 Table 4 Existing -Plus- Project ICU Summary ........................................... ............................... 12 Table 5 One Percent Traffic Analysis Summary .................................... ............................... 13 Table 6 Year 2016 ICU Summary ...................................................... ............................... 15 Table 7 Cumulative Projects Summary ................................................. ............................... 16 Table 8 Cumulative ICU Summary ...................................................... ............................... 18 Appendices Appendix A: ICU Analysis Calculations Appendix B: One Percent Analysis Worksheets City of Newport Beach a CAL,\ 2073\ active\ 2073006780 \san_jaoquin_plaza_tpo \report \rpi sonjoaquinploza tpo_051612 docx St ntec NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS 1.0 Introduction This report summarizes an analysis performed for the proposed development of 524 residential units in the San Joaquin Plaza area of North Newport Center in the City of Newport Beach. A portion of the units (430 dwelling units) is currently entitled on the proposed site, a portion (79 units) is a conversion from unbuilt hotel rooms on a site within Newport Center to dwelling units, and the remainder (15 units) is unbuilt within Newport Center area (project location shown in Figure 1). The units which are not currently entitled on the site (94 units) are being analyzed in this report based on the City's Traffic Phasing Ordinance (TPO) methodology. In addition, this report summarizes the results of an analysis of cumulative conditions in compliance with California Environmental Quality Act (CEQA) requirements. 2.0 Traffic Phasing Ordinance Analysis The City of Newport Beach identified 20 intersections for analysis to determine the impact of the proposed residential project. These intersections are illustrated in Figure 2. Existing peak hour intersection volumes for the study locations were counted in March 2012 by Traffic Data Services, Inc., consistent with the TPO requirements. Existing intersection levels of service are based on intersection capacity utilization (ICU) values. The ICU values are a means of presenting the volume to capacity ratios, with a V/C ratio of .90 representing the upper threshold for an acceptable level of service (LOS D) in the City of Newport Beach. Existing lane configurations were assumed, and a capacity of 1,600 vph per lane with no clearance factor was utilized. The City methodology calculates the ICU value to three decimal places, and then reports the resulting ICU value rounded to two decimal places. Existing ICU values for the study intersections assuming existing lane configurations are summarized in Table 1 (actual ICU calculation sheets are included in Appendix A). As this table shows, the study intersections are currently operating at LOS D or better during the AM and PM peak hours. An ambient growth rate of 1.0 percent per year was added to the existing volumes along Jamboree Road, MacArthur Boulevard, and Coast Highway. The project is assumed to be complete in 2015; therefore, the study year is 2016 consistent with the TPO guidelines. Traffic generated by approved projects in the study area (including the entitled 430 DU in San Joaquin Plaza), obtained from City Staff, were added to the existing -plus- growth peak hour volumes to obtain year 2016 background peak hour volumes for the intersections prior to the addition of project - generated traffic. Table 2 summarizes the approved projects included in this analysis. City of Newport Beach CAL v.\ 2073\ active\ 2073006760 \san_joaquin_plaza_lpo \report \rpt_sonjooquinpla. tpo_051612.docx RantK z 3 NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 1 Existing ICU Summary Intersection 1. Jamboree & Ford /Eastblun .74/C ,.61/13 2. Jamboree & San Joaquin Hills .60 /A .70/13 3. Jamboree & Santa Barbara .44/A .57/A 4. Jamboree & Coast H .56/A .65/13 5. Newport Center & Coast Hwy .36/A .44/A 6. Avocado & Coast Hwy .44 /A .50 /A 7. MacArthur & Ford /Bonita Canyon .73/C .82/D 8. MacArthur & San Joaquin Hills .65/13 .80 /C 9. MacArthur & San Miguel .53/A .44/A 10. MacArthur & Coast H .66/13 .64/13 11. Santa Cruz & San Joaquin Hills .26/A .36/A 12. Santa Cruz & San Clemente .14 /A .25/A 13. Santa Cruz & Newport Center .15/A .31/A 14. Santa Rosa & San Joaquin Hills .29/A .49/A 15. Newport Center & Santa Rosa .12/A .34/A 16. Newport Center & San Miguel .14/A .32/A 17. Avocado & San Miguel 31/A .49/A 18. Newport Center & New ort Center .18/A .36/A 19. Santa Barbara & San Clemente .27/A .33/A 20. Newport Center & Santa Barbara .12/A .21/A Level of service ranges: .00 - .60 A .61 - .70 B .71 - .80 C .81- .90 D .91 - 1.00 E Above 1.00 F City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sonjoaquinplaza_tpo 051612.docx JWnW NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 2 Approved Projects Summary Project Fashion Island Expansion . . - 40 Temple Bat Yahm Expansion 65 CIOSA — Irvine Project 91 Newport Dunes 0 Hoag Hospital Phase III 0 St. Mark Presbyterian Church 77 OLQA Church Expansion 0 2300 Newport Blvd 0 Newport Executive Court 0 Hoag Health Center 75 North Newport Center 0 Santa Barbara Condo 0 Newport Beach City Hall 0 328 Old Newport Medical Office 0 Coastline Community College 0 Bayview Medical Office 0 Mariner's Pointe 0 4221 Dol hin Striker 0 City of Newport Beach CAL v \2073\ active \2073006780 \s.n i.aquin_plazo tpo \report \rpt_s.,p.quinpl.za_tP0- 051612.docx JWnW NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Trip rates and the resulting trip generation for the proposed project are summarized in Table 3. These trips were distributed to the surrounding circulation system according to the general distribution shown in Figure 3. Figures 4 through 6 illustrate the peak hour project - generated trips at the study intersections. Existing- plus - project peak hour volumes were obtained by adding the project - generated peak hour trips to the existing peak hour volumes. The ICU values for existing - plus- project conditions are summarized in Table 4. Similarly, background - plus - project peak hour volumes were obtained by adding the project - generated peak hour trips to the 2016 background peak hour volumes presented above. The TPO analysis consists of a one percent analysis and an ICU analysis at each study intersection. The one percent analysis compares the proposed project traffic with projected background peak hour volumes. To pass the one percent analysis, peak hour traffic from the proposed project must be less than one percent of the projected background peak hour traffic on each leg of the intersection. If the proposed project passes the one percent analysis, then the ICU analysis is not required for that intersection and no further analysis is necessary. If the proposed project does not pass the one percent analysis, then the ICU analysis must be performed for each intersection which fails to pass the one percent test. Table 5 summarizes the results of the one percent analysis for the proposed project (the one percent analysis sheets are included in Appendix B). As this table indicates, the proposed project does not pass the one percent analysis at 12 study intersections during the AM or PM peak hour; therefore, an ICU analysis is required for these 12 intersections. An ICU analysis was performed for the 12 intersections which did not pass the one percent test. Table 6 summarizes the existing, 2016 background, and 2016 background - plus - project ICU values during the AM and PM peak hours (actual ICU calculation sheets are included in Appendix A). As the ICU summary table indicates, each of the intersections will operate at LOS D or better during the AM and PM peak hours. The project has no significant impact on the study intersections, and no mitigation is required. 3.0 Cumulative Conditions Analysis City Staff provided a list of six known but not approved projects for use in a cumulative conditions analysis. These cumulative projects are summarized in Table 7. Trip generation and distribution for each cumulative project was also provided by City Staff. The peak hour cumulative intersection volumes were added to the 2016 background peak hour volumes presented earlier, and the project peak hour trips were added to the resulting 2016 background - plus - cumulative City of Newport Beach CAL v \2073\ active \2073006780 \san_joaquin_plazo tpo \report \,pt_sonjooquinplaza_tP0_ 051612.docx Ralftc NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 3 Trip Generation Summary City of Newport Beach CAL ¢\ 2073 \.dive \2073006780 \san_jo.quln_plam tpo \report \rpt_s.,j..q.mplaza_tp. 051612.d... JWnW I AM Peak Hour PM Peak Ho r Amount In Out .. Out Total ■ Trip Rates Residential ITE 232 DU .06 .28 .34 .24 .14 .38 4.18 Trip Generation Residential 94 DU 6 26 32 23 13 36 393 Source: Trip Generation Edition, Institute of Transportation Engineers City of Newport Beach CAL ¢\ 2073 \.dive \2073006780 \san_jo.quln_plam tpo \report \rpt_s.,j..q.mplaza_tp. 051612.d... JWnW El 9 10 11 NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 4 Existing -Plus- Project ICU Summary Existing Intersection AM PM 1. Jamboree & Ford /Eastbluff .74/C .61 /B • . - .74/C .61 /B Project Increase AM 00 T PM .00 2. Jamboree & San Joaquin Hills .60 /A .70/B .60 /A .70 /B .00 .00 3. Jamboree & Santa Barbara .44/A .57/A .44/A .57/A .00 .00 4. Jamboree & Coast H .56 /A .65/B .56/A .65/B .00 .00 5. Newport Center & Coast Hwy .36/A .44/A .37/A .45 /A .01 .01 6. Avocado & Coast Hwy .44/A .50 /A .44/A .50 /A .00 .00 7. MacArthur& Ford /Bonita Canyon .73/C .82/D .73/C .82/D .00 .00 8. MacArthur & San Joaquin Hills .65 /B .80 /C .65 /B .80 /C .00 .00 9. MacArthur & San Miguel .53/A .44/A .53/A .44/A .00 .00 10. MacArthur & Coast Hwy .66/B .64/B .66/13 .64/13 .00 .00 11. Santa Cruz & San Joaquin Hills .26/A .36/A I .27/A .37/A .01 .01 12. Santa Cruz & San Clemente .14/A .25/A .14/A .26/A .00 .01 13. Santa Cruz & Newport Center .15/A .31/A .15 /A .31/A .00 .00 14. Santa Rosa & San Joaquin Hills .29/A .49 /A .29/A .50 /A .00 .01 15. Newport Center & Santa Rosa .12/A .34/A .12/A .34/A .00 .00 16. Newport Center & San Miguel .1 VA .32/A .14/A .32/A .00 .00 17. Avocado & San Miguel .31/A .49/A .31/A .49/A .00 .00 18. Newport Center & Newport Center 18/A .36/A .18/A 36/A .00 .00 19. Santa Barbara & San Clemente .27/A 33/A .27/A 331A 00 .00 20. Newport Center & Santa Barbara .12/A 21IA 12/A 21/A 00 .00 Level of service ranges: .00- .60 A .61- .70 B .71- .80 C .81- .90 D .91 - 1.00 E Above 1.00 F City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sanioaquinplaza_tpo 051612.docx SWnW NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 5 One Percent Traffic Analysis Summary Less Than 1 % AM Peak Hour PM Peak Hour Of . - -. Intersection Peak Hour Volumes? 1. Jamboree & Ford /Eastbluff 2016 Projected Peak Hour Volume 1,892 2,207 865 697 2,766 1,891 614 386 Project Peak Hour Trip 10 1 2 0 1 1 5 7 1 0 2 1 Yes 2. Jamboree & San Joaquin Hills 2016 Projected Peak Hour Volume 1,406 2,549 395 199 1,644 2,250 143 912 Project Peak Hour Tri s 8 1 2 0 3 6 9 0 1 No 3. Jamboree & Santa Barbara 2016 Projected Peak Hour Volume 1,528 1,819 60 181 1,481 1,687 81 726 Project Peak Hour Trip 2 0 0 14 6 1 0 7 No 4. Jamboree & Coast Hw 2016 Projected Peak Hour Volume 1 465 1,243 2,596 1,194 432 1,599 2,623 2,284 Project Peak Hour Tri s 1 0 7 1 1 0 3 4 2 Yes 5. Newport Ctr & Coast Hw 2016 Projected Peak Hour Volume 1 0 113 2,188 1,292 0 849 1,704 1,690 Project Peak Hour Trip 1 0 2 2 2 0 1 1 3 No 6. Avocado & Coast Hw 2016 Projected Peak Hour Volume 1 361 191 1,374 1,455 295 603 1,456 1,548 Project Peak Hour Trips 1 0 0 4 2 0 0 2 3 Yes 7. MacArthur & Ford /Bonita C n 2016 Projected Peak Hour Volume 2,133 3,156 415 2,080 2,773 3,744 425 1,165 Project Peak Hour Tri s 4 1 2 0 2 1 5 2 1 Yes 8. MacArthur & San Joaquin Hills 2016 Projected Peak Hour Volume 1,493 3,203 509 1,071 1,613 2,811 1,172 728 Project Peak Hour Tri s 0 1 5 0 0 4 3 1 No 9. MacArthur & San Miguel 2016 Projected Peak Hour Volume 1,554 1,536 330 470 1,125 1,513 1,225 455 Project Peak Hour Trips 0 0 1 0 1 0 0 0 Yes 10. MacArthur & Coast Hw 2016 Projected Peak Hour Volume 0 1,092 1,653 2,092 0 1,359 1,680 2,028 Project Peak Hour Trips 0 1 4 2 0 0 2 4 Yes Continued City of Newport Beach gay. CAL v: \2073 \.dive\ 207 3 0067 80 \san_jooquin_plaza_tpo \report \rpt_sonjoaquinploza_Ipa 051612.dmx N NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 5 One Percent Traffic Analysis Summary (Continued) Less Than 1 % AM Peak Hour PM Peak Hour Of . - -. Intersection Peak Hour Volumes? 11. Santa Cruz & San Joaquin Hills 2016 Projected Peak Hour Volume 118 82 932 399 781 39 783 584 Project Peak Hour Trip 4 0 5 1 2 0 7 5 No 12. Santa Cruz & San Clemente 2016 Projected Peak Hour Volume 144 360 95 35 577 315 336 102 Project Peak Hour Tri s 0 3 5 0 2 6 3 0 No 13. Santa Cruz & Newport Ctr 2016 Projected Peak Hour Volume 60 269 140 178 254 255 280 317 Project Peak Hour Trip 0 3 0 0 1 0 0 1 No 14. Santa Rosa & San Joaquin 2016 Projected Peak Hour Volume 1 169 1 132 1 583 1,015 1 797 1 143 1 789 1 767 Project Peak Hour Tri s 0 0 5 1 0 0 3 5 Yes 15. Newport Ctr & Santa Rosa 2016 Projected Peak Hour Volume 204 107 84 400 509 320 270 508 Project Peak Hour Tri s 0 1 0 0 1 0 0 0 No 16. Newport Ctr & San Mi uel 2016 Projected Peak Hour Volume 255 106 39 288 423 298 347 609 Project Peak Hour Trips 0 1 0 0 0 0 0 1 No 17. Avocado & San Miguel 2016 Projected Peak Hour Volume 381 120 218 1,212 720 321 734 893 Project Peak Hour Trips 0 0 1 0 0 0 0 1 Yes 18. Newport Ctr & Newport Ctr 2016 Projected Peak Hour Volume 461 24 128 191 428 192 361 472 Project Peak Hour Tri s 1 0 2 0 1 0 1 0 No 19. Santa Barbara & San Clemente 2016 Projected Peak Hour Volume 100 724 0 65 404 278 0 406 Project Peak Hour Trips 1 0 0 6 1 2 0 4 No 20. Newport Ctr & Santa Barbara 2016 Projected Peak Hour Volume 256 146 204 40 281 334 280 148 Project Peak Hour Tri s 1 1 1 0 1 0 1 0 No Note: 2016 Projected peak hour volume consists of existing volume, regional growth, and approved projects volume. City of Newport Beach gay. CAL v:\ 2073\ active\ 207 3 0067 80 \san_jooquin_plaza_tpo \report \rpt_sonjoaquinploza_Ipa o51612.doax RwRR NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 6 Year 2016 ICU Summary Intersection 2. Jamboree & San Joaquin Hills 65/13 .80 /C . .65/13 . .80 /C Project Increase AM 00 PM .00 3. Jamboree & Santa Barbara .48 1A .61/B .48/A .61/B .00 .00 5. Newport Center & Coast Hwy .39/A .48/A .39/A .49/A .00 .01 8. MacArthur & San Joaquin Hills .69 /B .86/D .69/B .87/D .00 .01 11. Santa Cruz & San Joaquin Hills .29/A .38 /A .30 /A .38/A .01 .00 12. Santa Cruz & San Clemente .14/A .26/A .14/A .26/A .00 .00 13. Santa Cruz & Newport Center .15/A .31/A .15/A .31/A .00 .00 15. Newport Center & Santa Rosa .15 /A .40 /A .15 /A .40 /A .00 .00 16. Newport Center & San Miguel .15/A .34/A .15/A .34/A .00 .00 18. Newport Center & Newport Center .18/A .38/A .18/A .38 /A .00 .00 19. Santa Barbara & San Clemente 28/A 33 /A 28/A .33 /A .00 .00 20. Newport Center & Santa Barbara .13/A 22/A 13/A 22/A .00 .00 Level of service ranges: .00- .60 A .61- .70 B .71- .80 C .81- .90 D .91 - 1.00 E Above 1.00 F City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sanioaquinplaza_tpo 051612.docx SWnW NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 7 Cumulative Projects Summary City of Newport Beach CAL ¢\ 2073 \.dive \2073006780 \s.n_j..quln_p1.. tpo \report \rpt_s.,p.q.mplaza_tp. 051612.d... JWnW m Mariner's Medical Arts Medical Office 12.25 TSF Banning Ranch Single Family Detached 423 DU Condominium/Townhouse 952 DU Retail 75.00 TSF Hotel 75 Rm Sunset Ridge Park Park 13.67 Acre Marina Park Marina /Park 10.45 Acre Koll - Conexant Apartment 974 DU Newport Coast TAZ 1 — 4 Single Family Detached 954 DU Condominium/Townhouse 389 DU Multi-Family Attached 175 DU City of Newport Beach CAL ¢\ 2073 \.dive \2073006780 \s.n_j..quln_p1.. tpo \report \rpt_s.,p.q.mplaza_tp. 051612.d... JWnW m NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS peak hour volumes. The previous one percent analysis without cumulative volumes represents the worst -case one percent analysis since the addition of cumulative traffic to the background volumes increases the chances of a project passing the one percent analysis. If an intersection passes the one percent analysis prior to the addition of cumulative traffic, then the intersection will pass the one percent analysis with the addition of cumulative traffic and no further analysis is required at that location. The results of the cumulative ICU analysis are summarized in Table 8 (actual ICU calculation sheets are included in Appendix A). As the cumulative ICU table indicates, the proposed project will have no significant impact on the study intersections, each of which will operate at LOS D or better during the AM and PM peak hours, and no mitigation is required. 4.0 General Plan Analysis The TPO analysis evaluates a project's potential short -term impacts. The project's consistency with the General Plan was also evaluated. San Joaquin Plaza has 430 DU currently entitled on the project site. Newport Center has 79 hotel rooms and 15 DU that are currently unbuilt but are identified in the General Plan. The proposed project consists of converting the 79 hotel rooms to 79 dwelling units, and developing 94 DU (79 DU + 15 DU) not currently entitled in San Joaquin Plaza. The peak hour and daily trips generated by 79 DU are less than the trips generated by 79 hotel rooms; therefore, the impact of residential units in Newport Center is less than the impact of an equivalent amount of hotel rooms. The proposed project will have less impact than the uses identified in the General Plan; hence the project is consistent with the General Plan. 5.0 Conclusion The proposed 94 DU will generate 32 AM peak hour trips, 36 PM peak hour trips, and 393 daily trips. The marginal impact of project traffic on the street system was determined at 20 intersections in the vicinity. Of the 20 intersections, 12 did not pass the City's one percent analysis; however, the project had no marginal impact on the ICU values at these 12 intersections, which will continue to operate at LOS D or better during the AM and PM peak hours under 2016 conditions. Consequently, the proposed project has no significant impact on the study intersections, and no additional intersection improvements are required. The impact of traffic from known but not approved projects was included in a cumulative conditions analysis. Under cumulative conditions, the project had no marginal impact during the City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sanjoaquinplaza_tpo 051612.docx Ralftc m NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS Table 8 Cumulative ICU Summary Intersection 1. Jamboree & Ford /Eastbluff Existing + Growth + ... -. Approved Project AM � .82/D .70/6 I .82 1D .70 /B Project AM 00 .00 2. Jamboree & San Joaquin Hills .68/B .83/D .68/B .83/D .00 .00 3. Jamboree & Santa Barbara .50 /A .63/B .51/A .63/B .01 .00 4. Jamboree & Coast H .66/B .83/D .67/B .83/D .01 .00 5. Newport Center & Coast Hwy .42/A .53/A .42/A .53 /A .00 .00 6. Avocado & Coast Hwy .56/A .59/A .56/A .59/A .00 .00 7. MacArthur& Ford /Bonita Canyon .78/C .89/D .78/C .89/D .00 .00 8. MacArthur & San Joaquin Hills .71/C .89/D .71/C .89/D .00 .00 9. MacArthur & San Miguel .60 /A .50 /A .60 /A .50 /A .00 .00 10. MacArthur & Coast Hwy .78/C .75 /C .78/C .75/C .00 .00 11. Santa Cruz & San Joaquin Hills .29/A .38 /A .30 /A .39/A .01 .01 12. Santa Cruz & San Clemente .15 /A .26/A 15/A .26/A .00 .00 13. Santa Cruz & Newport Center .16 /A .32/A .16/A .32/A .00 .00 14. Santa Rosa & San Joaquin Hills .35 1A .54 /A .35/A .54 /A .00 .00 15. Newport Center & Santa Rosa .16 /A .40 /A .16/A .40 /A .00 .00 16. Newport Center & San Miguel .16/A I .35/A .16 /A .35/A .00 .00 17. Avocado & San Miguel .34/A .55 /A .34/A .55 /A .00 .00 18. Newport Center & Newport Center .19/A .38/A .19/A .39/A .00 .01 19. Santa Barbara & San Clemente .28 /A .33/A .28/A .33 1A .00 .00 20. Newport Center & Santa Barbara .13 /A .23/A .13/A .23/A .00 .00 Level of service ranges: .00- .60 A .61- .70 B .71- .80 C .81- .90 D .91 - 1.00 E Above 1.00 F City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sanjoaquinplaza_tpo 051612.docx JWnW NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS AM or PM peak hour on the ICU values at all of the study intersections. Therefore the proposed project has no significant impact on the study intersections under cumulative conditions, and no intersection mitigation measures are required. The proposed project will generate less peak hour and daily traffic than the land uses identified in the General Plan; therefore the project is consistent with the General Plan. City of Newport Beach CAL v. \2073\ active \2073006780 \saaioaquin_ plaza tpo \report \rpt_sanjoaquinplaza_tpo 051612.docx SWnW m NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS APPENDIX A ICU Worksheets City of Newport Beach CAL v:\ 2073\ active \2073006760 \san_looquin_plam tpo \report \rpt sonjoaquinplam_tpo_051612.docx Stantec m 1. Jamboree 6 Ford /Eastbluff Existing AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 419 .131* 328 .103 NBT 3 4.800 1196 .269 1817 .444* NBR 0 0 93 314 SBL 1 1600 73 .046 31 .019* SET 3 4800 1730 .360* 1570 .327 SBR 1 1600 143 .089 75 .047 EBL 1.5 182 103 .064 EST 1.5 4800 284 .097* 234 .073* EBR f 390 272 WBL 1.5 160 .100 164 WET 1.5 4600 465 .152* 189 .074* WBR 1 1600 40 .025 27 .017 Note: Assumes E /W Split Phasing TOTAL CAPACITY UTILIZATION .740 .610 Existing + Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL S 3200 439 .137* 346 .108 NBT 3 4BOD 1354 .303 2089 .504* NBR 0 0 100 332 SRI 1 1600 76 .048 33 .021* SBT 3 4800 1981 .413* 1780 .371 SBR 1 1600 150 .094 78 .049 EBL 1.5 183 103 .064 EST 1.5 4800 289 .098* 234 .073* EBR f 393 277 WBL 1.5 161 .101 170 WBT 1.5 4800 495 .155* 189 .075* WBR 1 1600 41 .026 27 .017 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .803 .673 Existing + Project TOTAL CAPACITY UTILIZATION .741 .611 Existing + Growth + Approved + Project AM PR HOUR PM PR HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 419 .131* 328 .103 NBT 3 4800 1204 .271 1821 .445* NBR 0 0 95 0 315 102 SBL 1 1600 73 .046 31 .019* SBT 3 4800 1732 .361* 1577 .329 SBR 1 1600 143 .089 75 .047 EBL 1.5 .049 182 1.5 103 .064 EST 1.5 4800 2B4 .097* 234 .073* EBR f .073* 390 f 272 393 WBL 1.5 161 .101 166 162 WBT 1.5 4800 4B5 .152* 189 .074* WBR 1 1600 40 .025 27 ,017 Note: Assumes E/W Split Phasing Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .741 .611 Existing + Growth + Approved + Project AM PR HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 439 .137* 346 .108 NBT 3 4800 1362 .305 2093 .K5* NBR 0 0 102 333 SBL 1 1600 76 .048 33 .021* SBT 3 4800 1983 .413* 1787 .372 SBR 1 1600 150 .094 78 .049 EBL 1.5 183 103 .064 EST 1.5 4800 289 .098* 234 .073* EBR f 393 277 WBL 1.5 162 .101 172 WBT 1.5 4800 495 .155* 189 .075* WBR 1 1600 41 .026 27 .017 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .803 .674 Stantec A -2 1. Jamboree 6 Ford /Eastbluff Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 448 .140* 351 .110 NET 3 4.B00 1515 .336 2170 .521* NBR 0 0 100 332 SBL 1 1600 76 .04B 33 .021* SET 3 4800 2020 .421* 1943 .405 SEP. 1 1600 150 .094 78 .049 EEL 1.5 183 103 .064 EST 1.5 4800 296 .100* 255 .OBO* EBR f 395 286 WBL 1.5 161 .101 170 WET 1.5 4BOD 516 .161* 203 .078* WBR 1 160D 41 .026 27 .017 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .822 .700 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 448 .140* 351 .110 NBT 3 4800 1523 .339 2174 .522* NBR 0 0 102 333 SBL 1 1600 76 .048 33 .021* SBT 3 4800 2022 .421* 1950 .406 SBR 1 1600 150 .094 78 .049 EBL 1.5 183 103 .064 EST 1.5 4800 296 .100* 255 .080* EBR f 395 286 WBL 1.5 162 .101 172 WBT 1.5 4800 516 .161* 203 .078* WBR 1 1600 41 .026 27 ,017 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .822 .701 Stantec A -3 2. Jamboree 6 Han Joaquin Hills Existing AM PK HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .D16 55 .034 NBT 3 4B00 1110 .231* 1289 .269* NBR f 140 131 SBL 2 3200 744 .233* 514 .161* SET 3 4800 1450 .302 1330 .277 SBR f 78 164 EBL 1.5 299 .093* 89 .028* EST 1.5 4BOD 38 .D24 36 .023 EBR f 58 13 WBL 1.5 123 .D38* 178 .056* WBT 1.5 4BOD 8 .D05 46 .029 WBR 1 160D 17 ,011 572 .358 Right Turn Adjustment WBR .181* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .595 .695 Existing + Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 27 .017 58 .036 NBT 3 4800 1229 .256* 1442 .300* NBR f 150 144 SBL 2 3200 819 .256* 581 .lB2* SBT 3 4800 1649 .344 1499 .312 SBR f 81 171 EBL 1.5 299 .093* 90 .028* LET 1.5 4800 38 .024 40 .025 ERR f 58 13 WBL 1.5 133 .042* 186 .058* WET 1.5 4800 8 .005 46 .029 WBR 1 1600 58 .036 680 .425 Right Turn Adjustment WBR .230* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .647 .798 Existing + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016 55 .034 NBT 3 4800 1117 .233* 1293 .269* NBR f 141 133 SBL 2 3200 746 .233* 522 .163* SBT 3 4800 1450 .302 1331 .277 SBR f 78 164 EBL 1.5 299 .D93* 89 .028* EST 1.5 4800 38 .D24 36 .023 EBR f 58 13 WBL 1.5 123 .D3B* 178 .056* WBT 1.5 4800 8 .005 46 .029 WBR 1 1600 20 .013 573 .358 Right Turn Adjustment WER .180* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .597 .696 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 27 .017 5B .036 NBT 3 4800 1236 .258* 1446 .301* NBR f 151 146 SBL 2 3200 B21 .257* 5B9 .184* SBT 3 4800 1649 .344 1500 .313 SBR f 81 171 EBL 1.5 299 .093* 90 .028* EBT 1.5 4800 38 .024 40 .025 ERR f 58 13 WBL 1.5 133 .042* 186 .058* WBT 1.5 4800 8 .005 46 .029 WBR 1 1600 61 .038 681 .426 Right Turn Adjustment WBR .230* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .650 .801 Stantec A -4 2. Jamboree 6 Han Joaquin Hills Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 27 .017 58 .036 NET 3 4800 1365 .284* 1544 .322* NBR f 150 144 SBL 2 3200 836 .261* 581 .1B2* SET 3 4800 1707 .356 1639 .341 SEP. f 81 171 EEL 1.5 299 .093* 90 .028* EST 1.5 4BOD 38 .D24 4D .025 EBR f 58 13 WBL 1.5 133 .042* 186 .056* WET 1.5 4BOD 8 .D05 46 .029 WBR 1 160D 58 .036 696 .435 Right Turn Adjustment WBR .240* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .680 .830 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 27 .017 58 .036 NBT 3 4800 1372 .2B6* 1548 .323* NBR f 151 146 SBL 2 3200 838 .262* 589 .1B4* SBT 3 4800 1707 .356 1640 .342 SBR f 81 171 EBL 1.5 299 .093* 90 .028* EST 1.5 4800 38 .024 40 .025 EBR f 58 13 WBL 1.5 133 .042* 186 .058* WBT 1.5 4800 8 .005 46 .029 WBR 1 1600 61 .038 697 .436 Right Turn Adjustment WER .240* Vote: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .683 .833 Stantec A -5 3. Jamboree 6 Banta Barbara Existing AM PK HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NHL 1 1600 10 .006 17 .011 NET 3 4800 1115 .232* 1176 .245* NBR 1 1600 2B9 .181 128 .080 SBL 2 3200 543 .170* 157 .049* SET 3 4800 1067 .222 1297 .270 SEP. 1 1600 29 .018 74 .046 EEL 1 1600 33 .021* 45 .028* EST 1 160D 5 .D03 17 .011 EBR 1 1600 16 .010 16 .010 WBL 1.5 39 243 WET 0.5 3200 6 .014* 5 .078* WBR 1 1600 99 .062 458 .286 Right Turn Adjustment WER .171* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .437 .571 Existing + Growth + Approved AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 18 .011 NHT 3 480D 1214 .253* 1319 .275* NBR 1 1600 304 .190 144 .090 SBL 2 3200 570 .178* 178 .056* SBT 3 4800 1218 .254 1426 .297 SHR 1 1600 31 .019 83 .052 EBL 1 1600 39 .024* 47 .029* SET 1 1600 5 .003 18 .011 ERR 1 1600 16 .010 16 .010 WBL 1.5 60 253 WET 0.5 3200 6 .021* 6 .081* WER 1 1600 115 .072 467 .292 Right Turn Adjustment WBR .169* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .476 .610 Existing + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NHL 1 1600 10 .006 17 .011 NBT 3 4800 1116 .233* 1178 .245* NBR 1 1600 290 .181 132 .OB3 DEL 2 3200 543 .170* 158 .049* SBT 3 4800 1067 .222 1297 .270 SER 1 1600 29 .018 74 .046 EBL 1 1600 33 .021* 45 .028* EST 1 1600 5 .003 17 .011 EBR 1 1600 16 .010 16 .010 WEL 1.5 46 246 WBT D.5 3200 6 .016* 5 .078* WBR 1 1600 106 .066 462 .289 Right Turn Adjustment WER .174* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .440 .574 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .D06 16 .011 NET 3 4800 1215 .253* 1321 .275* NBR 1 1600 305 .191 148 .093 SBL 2 3200 570 .178* 179 .056* SBT 3 4800 1218 .254 1426 .297 SHR 1 1600 31 .019 83 .052 EBL 1 1600 39 .024* 47 .029* LET 1 1600 5 .003 18 .011 ERR 1 1600 16 .010 16 .010 WBL 1.5 67 256 WBT 0.5 3200 6 .023* 6 .082* WBR 1 1600 122 .076 471 .294 Right Turn Adjustment WBR .170* Vote: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .478 .612 Stantec A -6 3. Jamboree 6 Santa Barbara Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 18 .011 NET 3 4B00 1350 .281* 1421 .296* NBR 1 1600 304 .190 144 .090 SBL 2 3200 570 .17B* 178 .056* SET 3 4800 1276 .266 1566 .326 SEP. 1 1600 31 .019 83 .052 EEL 1 1600 39 .024* 47 .029* EST 1 1600 5 .D03 18 .011 EBR 1 1600 16 .010 16 .010 WBL 1.5 60 253 WET D.5 3200 6 .021* 6 .OB1* WBR 1 1600 115 .072 467 .292 Right Turn Adjustment WER .169* Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .504 .631 Existing + Growth + Approved + Cumulative + Project 1.5 67 256 AM PR HOUR PM PR HOUR WBR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 10 .006 18 .011 NBT 3 4800 1351 .2B1* 1423 .296* NBR 1 1600 305 .191 148 .093 SBL 2 3200 570 .178* 179 .056* SBT 3 4800 1276 .266 1566 .326 SBR 1 1600 31 .019 83 .052 EBL 1 1600 39 .024* 47 .029* EST 1 1600 5 .D03 18 .011 EBR 1 1600 16 .010 16 .010 WBL 1.5 67 256 WBT 0.5 3200 6 .023* 6 .OB2* WBR 1 1600 122 .076 471 .294 Right Turn Adjustment WBR .170* Vote: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .506 .633 Stantec A -7 4. Jamboree & Coast Hwy Existing TOTAL CAPACITY UTILIZATION .562 .648 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 17 .011 41 .026 NBT 2 3200 340 .134* 290 .115* NBR 0 0 88 NBR 79 0 SBL 1 1600 192 .120* 179 .112* SBT 2 3200 291 .091 417 .130 SEP. f 437 594 SBR 856 739 EEL 3 4800 788 .164* 723 .151* EST 4 6400 1557 .246 1589 .258 EBR 0 0 19 EBR 60 0 WEL 2 3200 76 .024 132 .041 WET 4 6400 921 .144* 1729 .270* WBR f 1918 102 WBR 205 108 TOTAL CAPACITY UTILIZATION .562 .648 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 18 .011 44 .028 NET 2 3200 355 .140* 303 .122* NBR 0 0 93 1 86 194 SBL 1 1600 206 .129* 194 .121* SBT 2 3200 304 .095 437 .137 SBR f 739 734 3 968 789 EEL 3 4800 872 .182* 846 .176* EST 4 6400 1703 .269 1715 .278 EBR 0 0 21 2 62 76 WBL 2 3200 . 80 .025 142 .044 WBT 4 640.0 1007 .157* 1918 .300* WBR f 108 107 225 223 TOTAL CAPACITY UTILIZATION .608 .719 Existing + Project TOTAL CAPACITY UTILIZATION .563 .649 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 17 .011 41 .026 NBC 2 3200 340 .134* 290 .115* NBR 0 0 88 0 79 93 SBL 1 1600 194 .121* 180 .113* SBT 2 3200 291 .091 417 .130 SBR f .137 599 f 858 739 EBL 3 4800 789 .164* 727 .151* EST 4 6400 1557 .246 1589 .258 EBR 0 0 19 0 60 21 WBL 2 3200 76 .024 132 .041 WBT 4 6400 921 .144* 1729 .270* WBR f .300* 103 f 207 108 TOTAL CAPACITY UTILIZATION .563 .649 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 18 .011 44 .028 NBT 2 3200 .355 .140* 303 .122* NBR 0 0 93 86 SBL 1 1600 208 .130* 195 .122* SBT 2 3200 304 .095 437 .137 SBR f 739 970 EEL 3 4800 873 .182* 850 .177* EST 4 6400 1703 .269 1715 .278 EBR 0 0 21 62 WBL 2 3200 80 .025 142 .044 WHO 4 6400 1007 .157* 1918 .300* WBR f 108 225 TOTAL CAPACITY UTILIZATION .609 .721 Stantec A -8 4. Jamboree 6 Coast Hwy Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 18 .011 44 .028 NET 2 3200 355 .140* 303 .122* NBR 0 0 93 86 86 SBL SBL 1 1600 243 .152* 323 .2D2* SET 2 3200 304 .095 437 .137 SBR f 760 755 981 979 EBL EEL 3 4800 878 .183* B71 .lBl* EST 4 6400 1784 .282 1933 .312 EBR 0 0 21 62 62 WBL WBL 2 3200 80 .025 142 .044 WET 4 6400 1210 .189* 2072 .324* WBR f 238 237 302 300 TOTAL CAPACITY UTILIZATION .664 .829 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 18 .011 44 .028 NBT 2 3200 355 .140* 303 .122* NBR 0 0 93 86 SBL 1 1600 245 .153* 324 .203* SBT 2 3200 304 .095 437 .137 SBR f 760 981 EBL 3 4800 879 .183* 875 .182* EST 4 6400 1784 .282 1933 .312 EBR 0 0 21 62 WBL 2 3200 80 .025 142 .044 WBT 4 6400 1210 .189* 2072 .324* WBR f 238 302 TOTAL CAPACITY UTILIZATION .665 .831 Stantec A -9 5. Newport Center 6 Coast Hwy Existing TOTAL CAPACITY UTILIZATION .364 .444 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 NBL 0 D NET 0 0 0 NET Q 0 NBR 0 0 0 NBR Q D SBL 2 3200 19 .006* 164 .051* SET 0 0 0 SBT 0 0 SEP. f 0 69 SBR 635 89 EEL 2 3200 315 .098 314 .098* EST 3 4BOD 1718 .358* 1268 .264 EBR 0 0 O EBR 0 0 WBL 0 0 0 WBL 0 0 WET 3 4BOD 1051 .219 1416 .295* WBR f 1547 170 WBR 128 179 TOTAL CAPACITY UTILIZATION .364 .444 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 0 D 0 0 0 0 NET 0 0 0 0 0 0 NBR 0 D 0 2 D 21 SBL 2 3200 24 .008* 170 .053* SBT 0 0 0 f 0 69 SBR f 89 89 2 679 315 EEL 2 3200 343 .107 348 .109* EST 3 4800 1846 .385* 1357 .283 EBR 0 0 0 0 0 1 {.DO1)* WBL 0 0 0 3 0 1052 WBT 3 480.0 1113 .232 1547 .322* WBR f 179 179 144 143 TOTAL CAPACITY UTILIZATION .393 .484 Existing + Project TOTAL CAPACITY UTILIZATION .366 .445 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 0 0 NET 0 0 0 0 0 9 NBR 0 0 0 0 0 0 SBL 2 3200 21 .007* 165 .052* SBT 0 0 0 0 0 0 SBR f 69 f 635 89 EBL 2 3200 315 .D98 314 .098* EST 3 4800 1720 .35B* 1269 .264 EBR D 0 0 0 0 0 WBL 0 D 1 {.DO1)* 0 D 1 WBT 3 4800 1052 .219 1416 .295* WBR f .323* 170 f 129 179 TOTAL CAPACITY UTILIZATION .366 .445 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 O NBT 0 0 9 0 NBR 0 0 0 0 SBL 2 3200 26 .008* 171 .053* SET 0 0 0 0 SBR f 89 679 EEL 2 3200 343 .107 348 .109* EST 3 4800 1648 .385* 1358 .283 EBR 0 0 0 O WBL 0 0 1 {.001)* 0 WBT 3 4800 1114 .232 1549 .323* WBR f 179 144 TOTAL CAPACITY UTILIZATION .394 .485 Stantec A -10 5. Newport Centex 6 Coast Hwy Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 24 .DOB* 170 .053* SET 0 0 0 0 SEP. f 94 696 EEL 2 3200 356 .111* 359 .112* EST 3 4BOD 1951 .406 1693 .353 EBR 0 0 0 0 WBL 0 0 0 0 WET 3 4BOO 1441 .300* 1761 .367* WBR f 179 143 TOTAL CAPACITY UTILIZATION .419 .532 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NET 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 26 .008* 171 .053* SBT 0 0 0 0 SBR f 94 696 EBL 2 3200 356 .111* 359 .112* EST 3 4800 1953 .407 1694 .353 ESP 0 0 0 0 WBL 0 0 1 0 WBT 3 4B00 1442 .301* 1763 .367* WBR f 179 144 TOTAL CAPACITY UTILIZATION .420 .532 Stantec A -77 6. Avocado 6 Coast Hwy Existing AM PK HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061 112 .070* NET 1 1600 12B .080* 73 .046 NBR 1 1600 135 .084 110 .069 SBL 1.5 57 .036 253 SBT 0.5 3200 69 .043* 109 .113* SEP. f 50 139 EBL 1 1600 140 .088* 89 .056* EBT 3 4BOD 1071 .223 1199 .250 EBR d 1600 49 .031 71 .044 WBL 1 1600 93 .D58 100 .063 WBT 3 4B00 1101 .229* 1260 .263* WBR 1 16CD 165 .103 104 .065 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .440 .502 Existing + Growth + Approved AN PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061 112 .070* NBC 1 1600 128 .DBD* 73 .046 NBR 1 160D 135 ,084 11D .069 SBL 1.5 62 .D39 286 SBT 0.5 3200 69 .043* 109 .123* SBR f 60 208 EEL 1 1600 200 .125* 123 .077* EBT 3 4800 1124 .234 1259 .262 EBR d 1600 51 .032 75 .047 WBL 1 160.0 97 .061 104 .065 WBT 3 4800 1157 .241* 1322 .275* WBR 1 1600 202 .126 121 .076 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .489 .545 Existing + Project TOTAL CAPACITY UTILIZATION .441 .502 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061 112 .070* NET 1 1600 128 .DBD* 73 .046 NBR 1 1600 135 .OB4 110 .069 SBL 1.5 .069 57 .036 253 62 SBT 0.5 3200 69 .043* 109 .113* SBR f .123* 50 f 139 60 EBL 1 1600 140 .088* 89 .056* EBT 3 4800 1075 .224 1201 .250 EBR d 1600 49 .031 71 .044 WBL 1 1600 93 .05B 100 .063 WBT 3 4800 1103 .230* 1263 .263* WBR 1 1600 165 .103 104 .065 Note: Assumes N/S Split Phasing Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .441 .502 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL VIC VOL V/C NBL 1 1600 98 .061 112 .070* NBT 1 1600 128 .D80* 73 .046 NBR 1 1600 135 .084 110 .069 SBL 1.5 62 .039 286 SBT 0.5 3200 69 .043* 109 .123* SBR f 60 208 EBL 1 1600 200 .125* 123 .077* EBT 3 4800 1128 .235 1261 .263 EBR d 1600 51 .032 75 .047 WBL 1 1600 97 .061 104 .065 WBT 3 4800 1159 .241* 1325 .276* WBR 1 1600 202 .126 121 ,076 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .489 .546 Stantec A -12 6. Avocado 6 Coast Hwy Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061 112 .070* NBT 1 1600 12B .080* 73 .046 NBR 1 1600 135 .084 110 .069 SBL 1.5 62 .039 286 SET 0.5 3200 69 .043* 109 .123* SBR f 60 208 EBL 1 1600 200 .125* 123 .077* EBT 3 4BOD 1229 .256 1595 .332 EBR d 1600 51 ,032 75 .047 WBL 1 1600 97 .D61 104 .065 WET 3 4B00 1485 .309* 1536 .320* WBR 1 1600 202 .126 121 .076 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .557 .590 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061 112 .070* NBT 1 1600 128 .DBD* 73 .046 NBR 1 1600 135 .OB4 110 .069 SBL 1.5 62 .039 286 SBT 0.5 3200 69 .043* 109 .123* SBR f 60 208 EBL 1 1600 200 .125* 123 .077* EST 3 4800 1233 .257 1597 .333 EBR d 1600 51 .032 75 .047 WBL 1 1600 97 .061 104 .065 WBT 3 4800 1487 .310* 1539 .321* WBR 1 1600 202 .126 121 .076 Note: Assumes N/S Split Phasing TOTAL CAPACITY UTILIZATION .558 .591 Stantec A -13 7. MacArthur 6 Ford /Bonita Cyn Existing TOTAL CAPACITY UTILIZATION .725 .818 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 131 .041 88 .028 NET 4 6400 1750 .273* 1.870 .292* NBR f 2110 119 NBR 529 132 SBL 2 3200 574 .179* 1116 .349* SBT 4 6400 2300 .359 2360 .369 SBR f 2534 18 SBR 46 19 EEL 2 3200 45 .014 30 .009 EST 2 320D 287 .D9D* 343 .107* EBR 1 1600 78 .049 46 .029 WBL 2 3200 585 .183* 224 .070* WET 2 3200 563 .176 276 .OB6 WBR f 280 918 WBR 649 919 TOTAL CAPACITY UTILIZATION .725 .818 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 137 ,043 94 .029 NET 4 6400 1864 .291* 2110 .330* NBR f 132 132 2 57D 574 SBL 2 3200 597 .167* I162 .363* SBT 4 6400 2540 .397 2534 .396 SBR f 19 19 2 48 46 EEL 2 3200 45 .D14 30 .009 EST 2 3200 291 .091* 347 .108* EBR 1 1600 79 .049 48 .030 WBL 2 3200 . 596 .186* 236 .074* WBT 2 3200 . 565 .177 280 .DB8 WBR f 919 919 649 649 TOTAL CAPACITY UTILIZATION .755 .875 Existing + Project TOTAL CAPACITY UTILIZATION .726 .820 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 131 .041 88 .026 NET 4 6400 1754 .274* 1872 .293* NBR f .330* 119 f 529 132 SBL 2 3200 574 .179* 1116 .349* SBT 4 6400 2301 .360 2364 .369 SBR f .397 18 f 47 19 EBL 2 3200 46 .014 31 .010 EST 2 3200 2B8 .090* 344 .108* EBR 1 1600 78 .049 46 .029 WBL 2 3200 585 .183* 224 .070* WBT 2 3200 563 .176 277 .087 WBR f .088 918 f 649 919 TOTAL CAPACITY UTILIZATION .726 .820 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 137 .043 94 .029 NBT 4 6400 1868 .292* 2112 .330* NBR f 132 570 SBL 2 3200 597 .167* 1162 .363* SBT 4 6400 2541 .397 2536 .397 SBR f 19 49 EEL 2 3200 46 .014 31 .010 EST 2 3200 292 .091* 348 .109* EBR 1 1600 79 .049 4B .030 WBL 2 3200 596 .186* 236 .074* WBT 2 3200 565 .177 281 .088 WBR f 919 649 TOTAL CAPACITY UTILIZATION .756 .876 Stantec A -14 7. MacArthur 6 Ford /Bonita Cyn Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 137 .043 94 .029 NET 4 6400 1976 .309* 2162 .338* NBR f 132 132 570 570 SBL SBL 2 3200 597 .187* 1162 .363* SET 4 6400 2565 .401 2649 .414 SEP. f 19 19 49 48 EBL EEL 2 3200 45 .014 30 .009 EST 2 3200 298 .093* 368 .115* EBR 1 1600 79 .049 48 .030 WBL 2 3200 596 .186* 236 .074* WET 2 3200 5B6 .183 294 .092 WBR f 919 919 649 649 TOTAL CAPACITY UTILIZATION .775 .890 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 137 .043 94 .029 NET 4 6400 1980 .309* 2164 .33B* NBR f 132 570 SBL 2 3200 597 .187* 1162 .363* SBT 4 6400 2566 .401 2653 .415 SBR f 19 49 EBL 2 3200 46 .014 31 .010 EST 2 3200 299 .093* 369 .115* EBR 1 1600 79 .049 48 .030 WBL 2 3200 596 .186* 236 .074* WBT 2 3200 5B6 .183 295 .092 WBR f 919 649 TOTAL CAPACITY UTILIZATION .775 1890 Stantec A -15 8. MacArthur 6 San Joaquin Hills Existing TOTAL CAPACITY UTILIZATION .652 .801 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 121 .D38 35 .011 NET 3 4.BOD 1260 .267* 1440 .300* NEE 1 1600 22 .D14 13 .008 SBL 2 3200 792 .24B* 666 .2D8* SET 3 4800 1320 .275 1600 .333 SEP. f 1699 851 SBR 366 953 EEL 2 3200 76 .024* 647 .202* EDT 3 4BOD 347 .D82 313 .090 EBR 0 0 46 EBR 117 0 WBL 1 1600 51 .D32 31 .019 WET 2 3200 360 .113* 292 .091* WBR f 295 651 WBR 399 651 TOTAL CAPACITY UTILIZATION .652 .801 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 128 .040 38 .012 NET 3 4800 1341 .279* 1555 .324* NBR 1 160D 24 .015 20 .013 SRI 2 3200 825 .258* 694 .217* SET 3 4800 1426 .297 1699 .354 SBR f 953 952 2 419 80 EEL 2 3200 113 .035* 739 .231* EST 3 4800 350 .083 316 .090 EBR 0 0 46 1 117 51 WEL 1 1600 57 .036 34 .021 WET 2 3200 363 .113* 295 .092* WBR f 651 651 399 399 TOTAL CAPACITY UTILIZATION .685 .864 Existing + Project TOTAL CAPACITY UTILIZATION .653 .803 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 121 .038 35 .011 NET 3 4800 1280 .267* 1440 .300* NBR 1 1600 22 .014 13 .ODE DEL 2 3200 792 .248* 666 .208* SET 3 4800 1320 .275 1600 .333 SBR f .354 852 f 370 953 EEL 2 3200 80 .025* 649 .203* SET 3 4800 348 .082 314 .090 EBR 0 0 46 0 117 46. WEL 1 1600 51 .032 31 .019 WET 2 3200 360 .113* 293 .092* WBR f .093* 651 f 399 651 TOTAL CAPACITY UTILIZATION .653 .803 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 128 .040 38 .012 NET 3 4800 1341 .279* 1555 .324* NBR 1 1600 24 .D15 20 .013 SBL 2 3200 825 .258* 694 .217* SET 3 4600 1426 .297 1699 .354 SBR f 953 423 EEL 2 3200 117 .037* 741 .232* EST 3 4800 351 .083 317 .090 EBR 0 0 46. 117 WEL 1 1600 57 .036 34 .021 WET 2 3200 363 .113* 296 .093* WBR f 651 399 TOTAL CAPACITY UTILIZATION .687 .866 Stantec A -16 8. MacArthur 6 San Joaquin Hills Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 128 .040 38 .012 NET 3 4.B00 1419 .296* 1623 .338* NBR 1 1600 24 .015 20 .013. SBL 2 3200 825 .25B* 694 .217* SET 3 4800 1468 .306 1762 .371 SEP. f 970 969 423 419 EEL EEL 2 3200 113 .035* 755 .236* EST 3 4800 353 .083 325 .092 EBR 0 0 46 117 117 WEL WBL 1 1600 57 .036 34 .021 WET 2 3200 372 .116* 301 .094* WBR f 651 651 399 399 TOTAL CAPACITY UTILIZATION .705 .885 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 128 .040 36 .012 NBT 3 4800 1419 .296* 1623 .338* NBR 1 1600 24 .015 20 .013 SBL 2 3200 825 .258* 694 .217* SET 3 4B00 1468 .306 1782 .371 SBR f 970 423 EEL 2 3200 117 .037* 757 .237* EST 3 4800 354 .083 326 .092 EBR 0 0 46 117 WEL 1 1600 57 .036 34 .021 WET 2 3200 372 .116* 302 .094* WBR f 651 399 TOTAL CAPACITY UTILIZATION .707 .886 Stantec A -17 9. MacArthur 6 San Miguel Existing TOTAL CAPACITY UTILIZATION .529 .441 Existing + Growth + Approved Project AM PR HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 123 .D38 91 .028* NET 3 4800 1220 .254* 771 .161 NBR 1 1600 147 .092 212 .133 SBL 2 3200 3 .001* 11 .003 SET 3 4600 780 .163 960 .200* SEP. 1 1600 637 .398 451 .282 EBL 3 4800 192 .040* 668 .139 EST 2 320D 79 .D37 331 .143* EBR 0 0 36 EBR 126 0 WBL 2 3200 190 .059 225 .070* WET 2 3200 261 .083* 173 .065 WBR 0 0 6 WBR 35 0 Right Turn Adjustment SBR .151* Right Turn Adjustment TOTAL CAPACITY UTILIZATION .529 .441 Existing + Growth + Approved Project AM PR HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 3200 130 .041 101 .032* NBT 3 4600 1271 .265* B04 .168 NBR 1 1600 153 .096 220 .138 SBL 2 3200 4 .001* 12 .004 SBT 3 480.0 812 .169 999 .208* SBR 1 1600 719 .449 501 .313 EBL 3 4800 200 .042* 731 .152 EST 2 3200 83 .041 356 .154* EBR 0 0 47 2 138 190 WBL 2 3200 . 190 .059 225 .070* WBT 2 3200 274 .088* 195 .072 WBR 0 0 6 Turn Adjustment 35 .151* Right Turn Adjustment SBR SBR .192* TOTAL CAPACITY UTILIZATION .588 .464 Existing + Project TOTAL CAPACITY UTILIZATION .529 .442 Existing + Growth + Approved + Project AM PR HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 123 .038 92 .029* NBC 3 4800 1220 .254* 771 .161 NBR 1 1600 147 .092 212 .133 SBL 2 3200 3 .001* 11 .003 SBT 3 4800 7BO .163 960 .200* SER 1 1600 637 .398 451 .282 EBL 3 4800 192 .040* 668 .139 EST 2 3200 79 .D37 331 .143* EBR 0 0 39 0 126 48 WBL 2 3200 190 .059 225 .070* WBT 2 3200 261 .083* 173 .065 WBR 0 0 6 0 35 6 Right Turn Adjustment SBR .151* Turn Adjustment TOTAL CAPACITY UTILIZATION .529 .442 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 130 .041 102 .032* NET 3 4800 1271 .265* B04 .168 NBR 1 1600 153 .096 220 .138 SBL 2 3200 4 .001* 12 .004 SBT 3 4800 812 .169 999 .208* SBR 1 1600 719 .449 501 .313 EBL 3 4800 200 .042* 731 .152 EST 2 3200 83 .041 356 .154* EBR 0 0 48 138 WBL 2 3200 190 .059 225 .070* WBT 2 3200 274 .08B* 195 .072 WBR 0 0 6 35 Right Turn Adjustment SBR .192* TOTAL CAPACITY UTILIZATION .588 .464 Stantec A -18 9. MacArthur 6 San Miguel Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 167 .052 123 .038* NET 3 4.B00 1349 .281* 872 .1.B2 NBR 1 1600 153 .096 220 .138 SBL 2 3200 4 .001* 12 .004 SET 3 4800 854 .178 1082 .225* SEP. 1 1600 719 .449 501 .313 EEL 3 4800 200 .042* 731 .152 EST 2 3200 83 .044 356 .166* EBR 0 0 59 175 175 WBL WBL 2 3200 190 .059 225 .070* WET 2 3200 274 .D8B* 195 .072 Watt 0 0 6 35 35 Right Right Turn Adjustment SBR .187* TOTAL CAPACITY UTILIZATION .599 .499 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 167 .052 124 .039* NBT 3 4800 1349 .2B1* 872 .1B2 NBR 1 1600 153 .096 220 .13B SBL 2 3200 4 .001* 12 .004 SBT 3 4800 854 .176 1082 .225* SBR 1 1600 719 .449 501 .313 EBL 3 4800 200 .042* 731 .152 EST 2 3200 B3 .045 356 .166* EBR 0 0 60 175 WBL 2 3200 190 .059 225 .070* WBT 2 3200 274 .08B* 195 .072 WBR 0 0 6 35 Right Turn Adjustment SBR .187* TOTAL CAPACITY UTILIZATION .599 .500 Stantec A -19 10. MacArthur 6 Coast Hwy Existing TOTAL CAPACITY UTILIZATION .659 .637 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 NBL 0 0 NET 0 0 0 NET Q 0 NBR 0 0 0 NBR Q 0 SBL 2 3200 793 .248* 981 .307* SET 0 0 0 SBT 0 0 SEP. f 0 247 SBR 323 257 EEL 2 3200 575 .180* 298 .093* EST 3 4BOD 10DO .208 1277 .266 EBR 0 0 0 EBR 0 0 WBL 0 0 0 WBL 0 0 WBT 3 4600 1110 .231* 1136 .237* WBR f 1202 862 WBR 789 898 TOTAL CAPACITY UTILIZATION .659 .637 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 0 0 NET 0 0 0 0 0 0 NBR 0 0 0 2 0 794 SBL 2 3200 834 .261* 1023 .320* SBT 0 0 1 f 0 247 SBR f 257 257 2 336 575 EEL 2 3200 599 .187* 311 .097* EST 3 4800 1054 .220 1369 .285 EBR 0 0 0 0 0 0 WBL 0 0 0 3 0 1112 WBT 3 480.0 1193 .249* 1202 .250* WBR f 898 898 827 B26 TOTAL CAPACITY UTILIZATION .697 .667 Existing + Project TOTAL CAPACITY UTILIZATION .660 .637 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 0 0 NET 0 0 0 0 0 0 NBR 0 0 0 0 0 0 SBL 2 3200 794 .248* 981 .307* SBT 0 0 0 0 0 1 SBR f 247 f 323 257 EBL 2 3200 575 .180* 298 .093* EST 3 4800 1004 .209 1279 .266 EBR 0 0 0 0 0 0 WBL 0 0 0 0 0 0 WBT 3 4BO0 1112 .232* 1139 .237* WBR f .251* 862 f 790 898 TOTAL CAPACITY UTILIZATION .660 .637 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 NBT 0 0 0 0 NBR 0 0 0 0 SBL 2 3200 835 .267* 1023 .320* SBT 0 0 1 0 SBR f 257 336 EEL 2 3200 599 .187* 311 .097* EST 3 4800 1058 .220 1371 .286 EBR 0 0 0 0 WBL 0 0 0 0 WBT 3 4800 1195 .249* 1205 .251* WBR f 898 827 TOTAL CAPACITY UTILIZATION .697 .668 Stantec A -20 10. MacArthur 6 Coast Hwy Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 0 0 O D 0 NET NET O 0 0 0 O NBR NBR O O 0 0 O SBL SBL 2 3200 884 .276* 1132 .354* SET O 0 1 O 0 SBR SEP. f 261 261 347 347 EBL EEL 2 3200 605 .189* 320 .100* EST 3 4BOD 1153 .24D 1696 .353 EBR 0 0 O 0 0 WBL WBL 0 0 0 0 0 WBT WET 3 4BOD 1516 .316* 1405 .293* WBR f 1007 1007 908 907 TOTAL CAPACITY UTILIZATION .781 .747 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 O D NET O 0 0 0 NBR O 0 0 0 SBL 2 3200 885 .277* 1132 .354* SBT 0 0 1 O SBR f 261 347 EBL 2 3200 605 .189* 320 .100* EST 3 4800 1157 .241 169B .354 EPP 0 0 0 0 WBL 0 0 O 0 WBT 3 4BO0 1518 .316* 140B .293* WBR f 1007 908 TOTAL CAPACITY UTILIZATION .782 .747 Stantec A -21 11. Santa Cruz 6 San Joaquin Hills Existing TOTAL CAPACITY UTILIZATION .264 .363 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 70 .022* 620 .194* NET 1 1600 4 .D11 14 .093 NBR 0 0 13 NBR 135 0 SBL 1 1600 10 .006 9 .006 SBT 2 3200 7 .004* 5 .003* SEP. 0 0 64 .040 24 .015 EEL 1 1600 49 .031 72 .045 EST 3 4BOD 512 .16D* 486 .138* EBR 0 0 292 .183 178 0 WBL 1 1600 115 .072* 45 .026* WBT 3 4BOD 265 .D57 444 .097 WBR O 0 7 WBR 20 0 Right Turn Adjustment PER .006* TOTAL CAPACITY UTILIZATION .264 .363 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 3200 99 .D31* 631 .197* NBT 1 160D 4 .012 14 .094 NBR 0 0 15 1 136 10 SBL 1 1600 10 .006 10 .006 SBT 2 3200 B .005* 5 .DD3* SBR 0 0 64 .040 24 .015 EBL 1 1600 49 .031 72 .045 EST 3 4800 587 .183* 515 .148* EBR O 0 296 .185 196 116 WBL 1 160.0 117 .073* 47 .029* WBT 3 4800 275 .059 517 .112 WBR 0 0 7 Turn Adjustment 20 .005* TOTAL CAPACITY UTILIZATION .292 .377 Existing + Project TOTAL CAPACITY UTILIZATION .266 .366 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 73 .023* 621 .194* NET 1 1600 4 .011 14 .094 NBR 0 0 14 0 136 16 SBL 1 1600 10 .006 9 .006 SBT 2 3200 7 .004* 5 .003* SBR 0 0 64 .040 24 .015 EBL 1 1600 49 .031 72 .045 EST 3 4800 516 .161* 488 .140* EBR 0 0 293 .183 183 297 WBL 1 1600 116 .073* 50 .031* WBT 3 4800 265 .057 444 .097 WBR 0 0 7 0 20 7 Right Turn Adjustment EBR .005* TOTAL CAPACITY UTILIZATION .266 .366 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 102 .032* 632 .198* NET 1 1600 4 .D13 14 .094 NBR 0 0 16 137 SBL 1 1600 10 .006 10 .006 SBT 2 3200 8 .005* 5 .003* SBR 0 0 64 .040 24 .015 EBL 1 1600 49 .031 72 .045 EST 3 4800 591 .185* 517 .150* EBR 0 0 297 .186 201 WBL 1 1600 118 .074* 52 .033* WBT 3 4800 275 .059 517 .112 WBR 0 0 7 20 TOTAL CAPACITY UTILIZATION .296 .384 Stantec A -22 11. Santa Cruz 6 San Joaquin Hills Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 99 .031* 647 .202* NET 1 1600 4 .012 14 .094 NBR 0 0 15 136 1 SBL 1 1600 10 .006 10 .006 SET 2 3200 8 .005* 5 .003* SEP. 0 0 64 .040 24 .015 EEL 1 1600 49 .031 72 .045 EST 3 4800 587 .183* 515 .148* EBR 0 0 313 .196 196 1 WBL 1 1600 117 .073* 47 .029* WET 3 4BOD 275 .D59 517 .112 Watt 0 0 7 20 TOTAL CAPACITY UTILIZATION .292 .382 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 2 3200 102 .032* 648 .203* NET 1 1600 4 .013 14 .094 NBR 0 0 16 137 SBL 1 1600 10 .006 10 .006 SBT 2 3200 8 .005* 5 .003* SBR 0 0 64 .040 24 .015 EBL 1 1600 49 .031 72 .045 EST 3 4800 591 .185* 517 .150* EPP 0 0 314 .196 201 WBL 1 1600 118 .074* 52 .033* WBT 3 4800 275 .D59 517 .112 WBR 0 0 7 20 TOTAL CAPACITY UTILIZATION .296 .389 Stantec A -23 12. Santa Cruz 6 San Clemente Existing TOTAL CAPACITY UTILIZATION .135 .253 Existing + Growth + Approved AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 98 .061* NET 3 4B00 52 .016 432 .097 NBR 0 0 35 .022 35 0 SBL 1 1600 52 .033 30 .019 SBT 2 3200 140 .DBB* 204 .083* SEP. 0 0 161 .101 61 0 EBL 0 0 19 EBL 280 0 EST 2 3200 30 .025* 11 .094* EBR 0 0 46 .029 45 .028 WBL 1.5 45 10 WBL 28 WET 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing Note: Assumes E/W Split TOTAL CAPACITY UTILIZATION .135 .253 Existing + Growth + Approved AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 98 .061* NBT 3 480D 83 .025 444 .1DO NBR 0 0 35 1 35 52 SBL 1 1600 52 .D33 30 .019 SBT 2 3200 147 .092* 224 .0.B9* SBR 0 0 161 .101 61 23 EBL 0 0 19 2 280 30 EST 2 3200 30 .025* 11 .094* EBR 0 0 46 .029 45 .028 WBL 1.5 10 0.5 28 9 WBT 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .139 .259 Existing + Project TOTAL CAPACITY UTILIZATION .137 .25E Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 100 .063* NET 3 4800 B3 .025 444 .100 NBR 0 0 35 35 SBL 1 1600 52 .033 30 .019 SBT 2 3200 149 .093* 225 .091* SBR 0 0 162 .101 66 EBL 0 0 23 282 EST 2 3200 30 .026* 11 .095* EBR 0 0 47 .029 46 .029 WBL 1.5 10 28 WBT 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .141 .264 Stantec A -24 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NET, 1 1600 26 .016* 100 .063* NBC 3 4800 52 .016 432 .097 NBA 0 0 35 .022 35 SBL 1 1600 52 .033 30 .019 SBT 2 3200 142 .089* 205 .085* SBR 0 0 162 .101 66 EBL 0 0 23 282 EST 2 3200 30 .026* 11 .095* EBR 0 0 47 .029 46 .029 WBL 1.5 10 28 WBT 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .137 .25E Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 100 .063* NET 3 4800 B3 .025 444 .100 NBR 0 0 35 35 SBL 1 1600 52 .033 30 .019 SBT 2 3200 149 .093* 225 .091* SBR 0 0 162 .101 66 EBL 0 0 23 282 EST 2 3200 30 .026* 11 .095* EBR 0 0 47 .029 46 .029 WBL 1.5 10 28 WBT 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .141 .264 Stantec A -24 12. Santa Cruz 6 San Clemente Existing + Growth + Approved + Cumulative AM PR HOUR. PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 98 .061* NET 3 4B00 B3 .025 460 .103 NBR 0 0 35 35 SBL 1 1600 52 .033 30 .019 SET 2 3200 164 .102* 224 .089' SEP. 0 0 161 61 EEL 0 0 19 280 EST 2 3200 30 .025* 11 .094* EBR 0 0 46 .029 45 .028 WBL 1.5 10 28 WET 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .149 .259 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 26 .016* 100 .063* NBT 3 4800 83 .025 460 .103 NBR 0 0 35 35 SBL 1 1600 52 .033 30 .019 SBT 2 3200 166 .103* 225 .091* SER 0 0 162 66 EBL 0 0 23 282 EST 2 3200 30 .026* 11 .095* EBR 0 0 47 .029 46 .029 WBL 1.5 10 2B WBT 0.5 3200 9 .006* 20 .015* WBR 1 1600 16 .010 54 .034 Note: Assumes E/W Split Phasing TOTAL CAPACITY UTILIZATION .151 .264 Stantec A -25 13. Santa Cruz 6 Newport Center Existing TOTAL CAPACITY UTILIZATION .146 .306 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* NBL 50 0 NET 2 3200 19 .014 159 .078* NBR 0 0 6 NBR 39 0 SBL 1 1600 B4 .053 59 .037* SBT 1 1600 123 .077* 96 .060 SEP. 1 1600 55 .034 80 .050 EBL 1 1600 46 .029* 157 .098* EST 2 320D 70 .D22 93 .029 EBR 1 1600 16 .010 27 .017 WBL 1 1600 8 .005 29 .018 WBT 2 3200 B8 .D2B* 92 .029* WBR 1 1600 75 ,047 193 .121 Right Turn Adjustment 196 .123 WBR .064* TOTAL CAPACITY UTILIZATION .146 .306 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* 2 50 19 NBT 2 3200 35 .019 165 .079* NBR 0 0 6 1 39 85 SBL 1 1600 86 .054 64 .040* SBT 1 160.0 126 .D79* 106 .066 SBR 1 1600 57 .036 85 .053 EBL 1 1600 54 .034* 160 .100* EST 2 3200 70 .D22 93 .029 EBR 1 1600 16 .010 27 .017 WBL 1 160.0 8 .005 29 .018 WBT 2 3200 88 .D28* 92 .029* WBR 1 1600 82 ,051 196 .123 Right Turn Adjustment WBR WBR .064* TOTAL CAPACITY UTILIZATION .153 .312 Existing + Project TOTAL CAPACITY UTILIZATION .147 .306 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* 0 50 19 NET 2 3200 19 .014 160 .07B* NBR 0 0 6 0 39 6 SBL 1 1600 85 .053 59 .037* SBT 1 1600 124 .078* 96 .060 SER 1 1600 56 .035 80 .050 EBL 1 1600 46 .029* 157 .098* EST 2 3200 70 .D22 93 .029 EBR 1 1600 16 .010 27 .017 WBL 1 1600 8 .005 29 .018 WBT 2 3200 BB .02B* 92 .029* WBR 1 1600 75 .047 194 .121 Right Turn Adjustment .123 Right WBR .064* TOTAL CAPACITY UTILIZATION .147 .306 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* 50 NET 2 3200 35 .019 166 .080* NBR 0 0 6 39 SBL 1 1600 87 .054 64 .040* SBT 1 1600 127 .079* 106 .066 SBR 1 1600 58 .036 85 .053 EBL 1 1600 54 .034* 160 .100* EST 2 3200 70 .022 93 .029 EBR 1 1600 16 .010 27 .017 WBL 1 1600 8 .005 29 .018 WBT 2 3200 88 .02B* 92 .029* WBR 1 1600 82 .051 197 .123 Right Turn Adjustment WBR .064* TOTAL CAPACITY UTILIZATION .153 .313 Stantec A -26 13. Santa Cruz 6 Newport Centex Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* 50 2 NET 2 3200 35 .019 173 .0.B2* NBR 0 0 6 39 1 SBL 1 1600 86 .054 64 .040* SET 1 1600 135 .084* 106 .066 SEP. 1 1600 65 .041 85 .053 EEL 1 1600 54 .034* 168 .105* EST 2 3200 73 .023 95 .030 EBR 1 1600 16 .010 27 .017 WBL 1 1600 8 .005 29 .018 WET 2 3200 B9 .02B* 96 .030* WBR 1 1600 82 ,051 196 .123 Right Turn Adjustment WER .063* WER .063* TOTAL CAPACITY UTILIZATION .158 .320 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 19 {.012)* 50 NET 2 3200 35 .019 174 .082* NBR 0 0 6 39 SBL 1 1600 87 .054 64 .040* SBT 1 1600 136 .085* 106 .066 SER 1 1600 66 .041 85 .053 EBL 1 1600 54 .034* 168 .105* EST 2 3200 73 .023 95 .030 EPP 1 1600 16 .010 27 .017 WBL 1 1600 8 .005 29 .018 WBT 2 3200 B9 .02B* 96 .030* WER 1 1600 82 .051 197 .123 Right Turn Adjustment WER .063* TOTAL CAPACITY UTILIZATION .159 .320 Stantec A -27 14. Santa Rosa 6 San Joaquin Hills Existing TOTAL CAPACITY UTILIZATION .290 .494 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 32 .020 221 .138* NET 1 1600 16 .010* 25 .016 NBR 1 1600 75. .047 443 .277 SBL 1 1600 81 .051* 73 .046 SET 1 1600 12 .008 11 .007* SBR 1 1600 39 .024 59 .037 EBL 1 1600 27 .017 67 .042 EST 3 4BOD 265 .083* 550 .142* EBR 0 0 207 .129 133 0 WBL 2 3200 447 .140* 374 .117* WET 3 4600 457 .116 28D .075 WBR 0 D 101 WBR 79 0 Right Turn Adjustment PER .006* NBR .090* TOTAL CAPACITY UTILIZATION .290 .494 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 51 .D32 299 .1B7* NBT 1 1600 16 .010* 25 .016 NBR 1 160D 102 .064 473 .296 SBL 1 1600 81 .051* 73 .046 SBT 1 1600 12 .008 11 .007* DER 1 1600 39 .024 59 .037 EBL 1 1600 28 .018 67 .042 EST 3 4800 271 .085* 559 .150* EBR 0 0 284 .178 163 447 WBL 2 3200 . 452 .141* 401 .125* WBT 3 4800 462 .117 287 .076 WBR 0 0 101 Turn Adjustment 79 .005* Right Turn Adjustment EBR EBR .053* NBR .054* TOTAL CAPACITY UTILIZATION .340 .523 Existing + Project TOTAL CAPACITY UTILIZATION .290 .495 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 32 .020 221 .138* NET 1 1600 16 .010* 25 .016 NBR 1 1600 75 .047 443 .277 SBL 1 1600 81 .051* 73 .046 SBT 1 1600 12 .DOB 11 .007* SBR 1 1600 39 .024 59 .037 EBL 1 1600 27 .017 67 .042 EBT 3 4800 270 .084* 553 .143* EBR 0 0 207 .129 133 284 WBL 2 3200 447 .140* 374 .117* WBT 3 4BOO 458 .116 285 .076 WBR 0 0 101 0 79 101 Right Turn Adjustment EBR .005* NER .090* TOTAL CAPACITY UTILIZATION .290 .495 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 51 .032 299 .187* NET 1 1600 16 .DID* 25 .016 NBR 1 1600 102 .064 473 .296 SBL 1 1600 81 .051* 73 .046 SBT 1 1600 12 .DOB 11 .007* SBR 1 1600 39 .024 59 .037 EBL 1 1600 28 .018 67 .042 EBT 3 4800 276. .086* 562 .151* EBR 0 0 284 .178 163 WBL 2 3200 452 .141* 401 .125* WBT 3 4800 463 .118 292 .077 WBR 0 0 101 79 Right Turn Adjustment EBR .052* NBR .054* TOTAL CAPACITY UTILIZATION .340 .524 Stantec A -28 14. Santa Rosa 6 San Joaquin Hills Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 51 .032 299 .167* NBT 1 1600 16 .010* 25 .016 NBR 1 1600 105 .066 498 .311 SBL 1 1600 B1 .051* 73 .046 SET 1 1600 12 .008 11 .007* SBR 1 1600 39 .024 59 .037 EEL 1 1600 28 .018 67 .042 EBT 3 4800 271 .085* 559 .150* EBR 0 0 284 .178 163 2 WBL 2 3200 478 .149* 407 .127* WET 3 4800 462 .117 287 .076 WBR 0 0 101 79 Turn Adjustment Right Turn Adjustment EBR .053* NBR .068* TOTAL CAPACITY UTILIZATION .348 .539 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 51 .032 299 .167* NBT 1 1600 16 .010* 25 .016 NBR 1 1600 105 .066 498 .311 SBL 1 1600 81 .051* 73 .046 SBT 1 1600 12 .00B 11 .007* SBR 1 1600 39 .024 59 .037 EBL 1 1600 28 .016 67 .042 EBT 3 4800 276 .086* 562 .151* EBR 0 0 284 .178 163 WBL 2 3200 478 .149* 407 .127* WBT 3 4B00 463 .11B 292 .077 WBR 0 0 101 79 Right Turn Adjustment EBR .052* NER .068* TOTAL CAPACITY UTILIZATION .348 .540 Stantec A -29 15. Newport Center 6 Santa Rosa Existing TOTAL CAPACITY UTILIZATION .124 .343 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .024 83 .052 NBT 2 3200 61 .019* 126 .039* HER 1 1600 94 .059 273 .171 SBL 1 1600 54 .034* 141 .088* SBT 2 3200 37 .012 121 .038 SBR 1 1600 4 .003 31 .019 EEL 0 0 6 {.004)* EBL 12 0 EST 2 3200 37 .D19 147 .068* EBR O 0 18 EBR 57 0 WBL 0 0 67 WEL 102 J.064)* 0 WBT 2 3200 140 .065* 23B .106 WBR 1 1600 111 .069 112 .070 Right Turn Adjustment NBR .002* NBR .084* TOTAL CAPACITY UTILIZATION .124 .343 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .D24 83 .052 NBT 2 3200 61 .019* 126 .039* NBR 1 160D 105 .066 300 ,lB8 SBL 1 1600 66 .041* 168 .105* SBT 2 3200 37 .D12 121 .036 SBR 1 1600 A .003 31 .019 EBL 0 0 6 {.004)* 2 12 37 EST 2 3200 60 .D26 201 .084* EBR 0 0 18 0 57 67 WEL 0 0 87 2 116 (.072)* 140 WBT 2 3200 181 .084* 266 .119 WBR 1 1600 132 .083 126 .079 Right Turn Adjustment NBR NBR .095* TOTAL CAPACITY UTILIZATION .148 .395 Existing + Project TOTAL CAPACITY UTILIZATION .124 .343 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .024 83 .052 NET 2 3200 61 .019* 127 .040* NBR 1 1600 94 .059 273 .171 SBL 1 1600 54 .034* 141 .OB8* SBT 2 3200 38 .012 121 .038 SBR 1 1600 4 .003 31 .019 EBL 0 0 6 {.0041* 0 12 6. EST 2 3200 37 .D19 147 .068* EBR 0 0 18 0 57 18 WBL 0 0 67 0 102 {.0641* 87 WBT 2 3200 140 .D65* 23B .106 WBR 1 1600 111 .069 112 .070 Right Turn Adjustment NBR .002* HER .083* TOTAL CAPACITY UTILIZATION .124 .343 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .024 83 .052 NBT 2 3200 61 .Dl9* 127 .040* NBR 1 1600 105 .066 300 .188 SBL 1 1600 66 .041* 168 .105* SBT 2 3200 38 .,012 121 .038 SBR 1 1600 4 .003 31 .019 EBL 0 0 6. {.004)* 12 EST 2 3200 60 .026 201 .084* EBR 0 0 18 57 WBL 0 0 87 116 J.0721* WBT 2 3200 181 .084* 266 .119 WBR 1 1600 132 .083 126 .079 Right Turn Adjustment NBR .094* TOTAL CAPACITY UTILIZATION .148 .395 Stantec A -30 15. Newport Centex 6 Santa Rosa Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .024 83 .052 NET 2 3200 67 .D21* 138 .043* NBR 1 1600 105 .D66 308 .193 SBL 1 1600 66 .D41* 168 .105* SET 2 3200 47 .015 131 .041 SEP. 1 1600 4 .003 31 .019 EEL 0 0 6 {.004)* 12 2 EST 2 320D 60 .D26 209 .0B7* EBR 0 0 18 57 0 WBL 0 0 95 116 J.D721* 2 WET 2 3200 190 .D89* 266 .119 WBR 1 160D 132 ,D83 126 .079 Right Turn Adjustment NBR .096* NBR .096* TOTAL CAPACITY UTILIZATION .155 .403 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 38 .024 83 .052 NET 2 3200 67 .021* 139 .043* NBR 1 1600 105 .066 30B .193 SBL 1 1600 66 .041* 168 .105* SET 2 3200 48 .015 131 .041 SER 1 1600 4 .003 31 .019 EBL 0 0 6 {.004)* 12 EST 2 3200 60 .D26 209 .087* EPP 0 0 18 57 WBL 0 D 95 116 J.D721* WBT 2 3200 190 .089* 266 .119 WBR 1 1600 132 .083 126 .079 Right Turn Adjustment NBR .096* TOTAL CAPACITY UTILIZATION .155 .403 Stantec A -31 16. Newport Center 6 San Miguel Existing TOTAL CAPACITY UTILIZATION .137 .323 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .048* NBT 2 3200 139 .043* 124 .039 NBR 1 1600 81 .051 213 .133 SBL 1 1600 41 .026* 78 .049 SBT 2 3200 49 .015 171 .053* SBR 1 1600 6 .004 41 .026 EEL 0 0 0 EEL 16 0 EBT 2 3200 17 .006* 204 .103* EBR 0 0 2 EBR 109 0 WBL 1 1600 99 .062* 190 .119* WBT 2 3200 57 .036 201 .116 WBR 0 0 128 .080 170 0 TOTAL CAPACITY UTILIZATION .137 .323 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .048* NET 2 3200 139 .043* 124 .039 NBR 1 1600 91 .057 222 .139 SBL 1 1600 51 .032* 86 .054 SBT 2 3200 49 .015 171 .053* SBR 1 1600 6 .004 41 .026 EEL 0 0 0 2 16 17 EBT 2 3200 37 .012* 222 .108* EBR 0 0 2 1 109 99 WBL 1 160.0 100 .063* 202 .126* WBT 2 3200 . 59 .037 225 .127 WBR 0 0 129 .081 182 TOTAL CAPACITY UTILIZATION .150 .335 Existing + Project TOTAL CAPACITY UTILIZATION .137 .323 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .048* NET 2 3200 139 .043* 124 .039 NBR 1 1600 81 .051 213 .133 SBL 1 1600 42 .026* 78 .049 SBT 2 3200 49 .015 171 .053* SBR 1 1600 6 .004 41 .026 EBL 0 0 0 0 16 0 EST 2 3200 17 .006* 204 .103* EBR 0 0 2 0 109 2 WBL 1 1600 99 .062* 190 .119* WBT 2 3200 57 .036 201 .116 WBR 0 Q 128 .080 171 129 TOTAL CAPACITY UTILIZATION .137 .323 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .046* NBT 2 3200 139 .043* 124 .039 NBR 1 1600 91 .057 222 .139 SBL 1 1600 52 .033* 86 .054 SBT 2 3200 49 .015 171 .053* SBR 1 1600 6 .004 41 .026 EEL 0 0 0 16 EBT 2 3200 37 .012* 222 .108* EBR 0 0 2 109 WBL 1 1600 100 .063* 202 .126* WBT 2 3200 59 .037 225 .128 WBR 0 0 129 .081 183 TOTAL CAPACITY UTILIZATION .151 .335 Stantec A -32 16. Newport Centex 6 San Miguel Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .048* NET 2 3200 142 .044* 127 .040 NBR 1 1600 91 .057 222 .139 SBL 1 1600 51 .032* 86 .054 SET 2 3200 50 .016 175 .055* SEP. 1 1600 14 .009 41 .026 EEL 0 0 0 24 2 EST 2 3200 49 .016* 259 .123* EBR 0 0 2 109 1 WBL 1 1600 100 .063* 202 .126* WET 2 3200 96 .060 247 .134 WBR 0 0 129 .081 182 TOTAL CAPACITY UTILIZATION .155 .352 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 25 .016 77 .048* NET 2 3200 142 .044* 127 .040 NBR 1 1600 91 .057 222 .139 SBL 1 1600 52 .033* 86 .054 SET 2 3200 50 .016 175 .055* SBR 1 1600 14 .009 41 .026 EBL 0 0 0 24 EST 2 3200 49 .016* 259 .123* EPP 0 0 2 109 WBL 1 1600 100 .063* 202 .126* WBT 2 3200 96 .060 247 .134 WBR 0 p 129 .081 183 TOTAL CAPACITY UTILIZATION .156 .352 Stantec A -33 17. Avocado 6 San Miguel Existing TOTAL CAPACITY UTILIZATION .306 .485 Existing + Growth + Approved Project AM PK HOUR. PM PR HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 107 .067* 137 .086* NET 1 1600 73 .046 33 .021 NBR 1 1600 145 .091 440 .275 SBL 2 3200 48 .015 139 .043 SET 1 1600 44 .038* 110 .079* SEP. 0 0 16 SBR 17 0 EBL 1 1600 4 .003* 3 .002 EBT 3 4B00 138 .036 605 .145* EBR 0 0 36 EBR 41 0 WBL 2 3200 512 .160 277 .OB7* WET 2 3200 471 .19B* 514 .175 WBR 0 0 162 WBR 46 0 Right Turn Adjustment 51 Right NBR .OBB* TOTAL CAPACITY UTILIZATION .306 .485 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 111 .069* 170 .106* NBC 1 1600 116 .073 44 .028 NBR 1 1600 154 .096 506 .316 SBL 2 3200 50 .016 143 .046 SBT 1 1600 54 .044* 156 .108* SBR 0 0 16 1 17 4 EEL 1 1600 4 .003 3 .002 EBT 3 4800 146 .045* 626 .152* EBR 0 0 68 2 105 512 WBL 2 3200 . 567 .177* 313 .098* WBT 2 3200 471 .202 529 .lBl WBR 0 0 174 Turn Adjustment 51 Right Right Turn Adjustment NBR NBR .074* TOTAL CAPACITY UTILIZATION .335 .538 Existing + Project TOTAL CAPACITY UTILIZATION .306 .485 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 107 .067* 137 .086* NET 1 1600 73 .046 33 .021 NBA 1 1600 145 .091 440 .275 SBL 2 3200 48 .015 139 .043 SBT 1 1600 44 .038* 110 .079* SBR 0 0 16 0 17 16 EBL 1 1600 4 .003* 3 .002 EBT 3 4800 139 .036 605 .145* EBR 0 0 36 0 91 68 WBL 2 3200 512 .160 277 .087* WBT 2 3200 471 .19B* 515 .175 WBR 0 0 162 0 46 174 Right Turn Adjustment Right HER .068* TOTAL CAPACITY UTILIZATION .306 .485 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 111 .069* 170 .106* NET 1 1600 116 .073 44 .028 NEB. 1 1600 154 .096 506 .316 SBL 2 3200 50 .016 148 .046 SBT 1 1600 54 .,044* 156 .IOB* SBR 0 0 16 17 EBL 1 1600 4 .003 3 .002 EBT 3 4800 147 .045* 626 .152* EBR 0 0 68 105 WBL 2 3200 567 .177* 313 .098* WBT 2 3200 471 .202 530 .182 WBR 0 0 174 51 Right Turn Adjustment NBR .074* TOTAL CAPACITY UTILIZATION .335 .538 Stantec A -34 17. Avocado 6 San Miguel Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 111 .D69* 170 .106* NBT 1 1600 116 .D73 44 .028 NBR 1 1600 154 .D96 506 .316 SBL 2 3200 50 .016 148 .046 SET 1 1600 54 .044* 156 .108* SBR 0 0 16 17 1 EEL 1 1600 4 .003 3 .002 EBT 3 4BOD 158 .D47* 663 .160* EBR 0 0 68 105 2 WBL 2 3200 567 .177* 313 .098* WET 2 3200 508 .213 551 .1B8 WBR 0 0 174 51 Turn Adjustment Right Turn Adjustment HER .074* NER .074* TOTAL CAPACITY UTILIZATION .337 .546 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 111 .069* 170 .106* NBT 1 1600 116 .073 44 .02B NBR 1 1600 154 .096 506 .316 SBL 2 3200 50 .016 148 .046 SBT 1 1600 54 .044* 156 .108* SBR 0 0 16 17 EBL 1 1600 4 .003 3 .002 EBT 3 4800 159 .047* 663 .160* EBR 0 0 68 105 WBL 2 3200 567 .177* 313 .098* WBT 2 3200 508 .213 552 .1B8 WBR 0 0 174 51 Right Turn Adjustment HER .074* TOTAL CAPACITY UTILIZATION .337 .546 Stantec A -35 18. Newport Center 6 Newport Center (Circle) Existing TOTAL CAPACITY UTILIZATION .176 .357 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 162 .101* 127 .079* NBT 2 3200 40 .013 137 .043 NBR f 153 242 NBR 133 246 SBL 1 1600 5 .003 25 .016 SBT 2 3200 6 .002* 137 .044* SBR 0 0 0 SBR 5 0 EEL 1 1600 72 .045* 13 .008 EST 2 3200 42 .013 114 .036* EBR f 114 8 EBR 221 16. WBL 1 1600 6 .004 317 .198* WET 2 3200 88 .028* 100 .031 WBR 1 1600 91 .057 43 .027 TOTAL CAPACITY UTILIZATION .176 .357 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 166 .104* 134 .084* NET 2 3200 49 .015 153 .048 NBR f 246 246 1 141 5 SBL 1 1600 5 .003 25 .016 SBT 2 3200 19 .006* 162 .052* SBR 0 0 0 1 5 72 EEL 1 1600 72 .045* 13 .008 EST 2 3200 42 .D13 114 .036* EBR f 16. 14 1 234 6 WBL 1 160.0 12 .008 329 .206* WBT 2 3200 . 88 .028* 100 .031 WBR 1 1600 91 .D57 43 .027 TOTAL CAPACITY UTILIZATION .183 .378 Existing + Project TOTAL CAPACITY UTILIZATION .177 .358 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 160D 163 .102* 128 .080* NET 2 3200 40 .013 137 .043 NBR f .048 242 f 133 246 SBL 1 1600 5 .003 25 .016 SBT 2 3200 6. .002* 137 .044* SBR 0 0 0 0 5 0 EBL 1 1600 72 .045* 13 .008 EST 2 3200 42 .D13 114 .036* EPP f .036* 10 f 222 16. WBL 1 16DD 6 .004 317 .198* WBT 2 3200 BB .D2B* 100 .031 WBR 1 1600 91 .057 43 .027 TOTAL CAPACITY UTILIZATION .177 .358 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 167 .104* 135 .084* NBT 2 3200 49 .015 153 .048 NBR f 246 141 SBL 1 1600 5 .003 25 .016 SBT 2 3200 19 .006* 162 .052* SBR 0 0 0 5 EEL 1 1600 72 .045* 13 .008 EST 2 3200 42 .013 114 .036* EBR f 16. 235 WBL 1 1600 12 .008 329 .206* WBT 2 3200 88 .028* 100 .031 WBR 1 1600 91 .057 43 .027 TOTAL CAPACITY UTILIZATION .183 .378 Stantec A -36 18. Newport Centex 6 Newport Centex (Circle) Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 169 .106* 136 .085* NET 2 3200 56 .D18 159 .050 NBR f 249 144 1 SBL 1 1600 5 .D03 25 .016 SET 2 3200 22 .007* 171 .055' SEP. 0 0 0 5 1 EEL 1 1600 72 .045* 13 .008 EST 2 320D 42 .D13 114 .036* EBR f 15. 238 1 WBL 1 1600 13 .D08 333 .2D8* WET 2 3200 B8 .D2B* 100 .031 WBR 1 160D 91 .057 43 .027 TOTAL CAPACITY UTILIZATION .186 .384 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 170 .106* 137 .086* NET 2 3200 56 .01B 159 .050 NBR f 249 144 SBL 1 1600 5 .003 25 .016 SET 2 3200 22 .007* 171 .055* SBR 0 D 0 5 EBL 1 1600 72 .045* 13 .008 EST 2 3200 42 .D13 114 .036* EBR f 17 239 WBL 1 160D 13 .008 333 .208* WBT 2 3200 BB .02B* 100 .031 WBR 1 1600 91 .057 43 .027 TOTAL CAPACITY UTILIZATION .186 .385 Stantec A -37 19. Santa Barbara 6 San Clemente Existing TOTAL CAPACITY UTILIZATION .274 .326 Existing + Growth + Approved AM PK HOUR. PM PK HOUR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 1 1 NET 3 4B00 57 .013* 369 .0.BO* NBR 0 0 6 14 14 SBL SBL 1 1600 404 .253* 49 .031* SBT 2 3200 312 .098 202 .063 SEP. 0 0 0 0 0 0 EEL 0 0 0 0 0 0 EST 0 0 0 0 EBR 0 0 O 25 0 WBT WBL 1 1600 12 .008* 25 .016* WET 0 0 0 Right 0 WBR 1 1600 53 .033 381 .238 Right Turn Adjustment WBR .199* TOTAL CAPACITY UTILIZATION .274 .326 Existing + Growth + Approved AM PK HOUR PM PK AN PK HOUR PM PK HOUR VOL LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 1 NET NBT 3 4BOD 94 .021* 389 .OB4* NBR 0 0 6 7 14 15 SBL 1 1600 404 .253* 49 .031* SBT 2 3200 320 .100 229 .072 SBR O 0 0 SBR 0 0 EBL 0 0 0 0 0 EST 0 0 0 0 0 SET EBR 0 0 0 0 WEL 1 1600 12 .008* 25 .016* WBT 0 0 0 1600 0 .008* WBR 1 1600 53 .033 381 .238 Right Turn Adjustment WBR WBR .199* TOTAL CAPACITY UTILIZATION .282 .330 Existing + Project TOTAL CAPACITY UTILIZATION .274 .328 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL O 0 0 1 NET 3 4800 94 .021* 389 .084* NBR 0 0 7 5 SBL 1 1600 404 .253* 51 .032* SBT 2 3200 320 .100 229 .072 SBR 0 0 0 0 EBL O 0 0 0 EST O 0 0 0 EBR 0 0 0 0 WBL 1 1600 13 .008* 26 .016* WBT 0 0 0 0 WBR 1 1600 58 .036 384 .240 Right Turn Adjustment WBR .200* TOTAL CAPACITY UTILIZATION .282 .332 Stantec A -38 AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 NET 3 4800 57 .013* 369 .080* NBR 0 0 7 15 SBL 1 1600 404 .253* 51 .032* SBT 2 3200 312 .09B 202 .063 SBR 0 0 0 0 EEL 0 0 0 0 SET 0 0 0 0 EBR 0 0 0 0 WEL 1 1600 13 .008* 26 .016* WET 0 0 0 0 WBR 1 1600 58 .036 384 .240 Right Turn Adjustment WER .200* TOTAL CAPACITY UTILIZATION .274 .328 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL O 0 0 1 NET 3 4800 94 .021* 389 .084* NBR 0 0 7 5 SBL 1 1600 404 .253* 51 .032* SBT 2 3200 320 .100 229 .072 SBR 0 0 0 0 EBL O 0 0 0 EST O 0 0 0 EBR 0 0 0 0 WBL 1 1600 13 .008* 26 .016* WBT 0 0 0 0 WBR 1 1600 58 .036 384 .240 Right Turn Adjustment WBR .200* TOTAL CAPACITY UTILIZATION .282 .332 Stantec A -38 19. Santa Barbara 6 San Clemente Existing + Growth + Approved + Cumulative AM PR HOUR AM PR HOUR. PM PR HOUR LANES LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 0 1 NET 3 4.800 94 .021* 389 .0.B4* NBR 0 0 6 0 14 7 SBL 1 1600 404 .253* 49 .031* SET 2 3200 320 .100 229 .072 SEP. 0 0 0 229 0 SBR EEL 0 0 0 0 EST 0 0 0 0 0 0 EBR 0 0 0 0 0 WBL 1 1600 12 .008* 25 .016* WET 0 0 0 WEL 0 1600 WBR 1 1600 53 .033 381 .238 Right Turn Adjustment 0 WBR .199* TOTAL CAPACITY UTILIZATION .282 .330 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 0 0 0 NET 3 4800 94 .021* 389 .OB4* NBR 0 0 7 15 SBL 1 1600 404 .253* 51 .032* SET 2 3200 320 .100 229 .072 SBR 0 0 0 0 EEL 0 0 0 0 EST 0 0 0 0 EBR 0 0 0 0 WEL 1 1600 13 .008* 26 .016* WET 0 0 0 0 WBR 1 1600 58 .036 384 .240 Right Turn Adjustment WER .200* TOTAL CAPACITY UTILIZATION .282 .332 Stantec A -39 20. Newport Center d Santa Barbara Existing TOTAL CAPACITY UTILIZATION .116 .210 Existing + Growth + Approved Project AM PK HOUR. PM PK HOUR AM PK LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 88 .D55* 122 .076* NBC 2 3200 139 .043 124 .039 NBR 1 1600 20 .013 30 .019 SBL 1 1600 24 .015 37 .023 SBT 2 3200 65 .D20* 201 .063* SBR 1 1600 48 .030 91 .057 EEL 1 1600 55 .034* 45 .028* SBT 2 3200 28 .018 71 .044 EBR 0 0 113 .071 137 .066 WBL 0 0 8 WBL 29 0 WBT 2 320D 8 .007* 62 .043* WBR 0 0 5 WBR 47 0 TOTAL CAPACITY UTILIZATION .116 .210 Existing + Growth + Approved Project AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR V/C LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 97 .061* 127 .079* NET 2 3200 139 .043 724 .039 NBR 1 1600 20 .013 30 .019 SBL 1 1600 24 .015 37 .023 SBT 2 3200 65 .020* 201 .063* SBR 1 160.0 57 .D36 96 .060 EEL 1 1600 57 .036* 52 .033* SET 2 3200 32 .D20 B5 .053 EBR 0 0 115 .072 143 .089 WBL 0 0 8 2 29 8 WBT 2 3200 . 27 .013* 72 .046* WBR 0 0 5 47 47 TOTAL CAPACITY UTILIZATION .130 .221 Existing + Project TOTAL CAPACITY UTILIZATION .118 .211 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR AM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 89 .056* 123 .077* NBC 2 3200 139 .043 124 .039 NBR 1 1600 20 .013 30 .019 SBL 1 1600 24 .015 37 .023 SBT 2 3200 66 .021* 201 .063* SBR 1 1600 48 .030 91 .057 BBL 1 1600 55 .034* 45 .028* SET 2 3200 28 .01B 71 .044 EBR 0 0 114 .071 136 .086 WBL 0 0 8 0 29 8 WBT 2 3200 8 .007* 62 .043* WBR 0 0 5 0 47 5 TOTAL CAPACITY UTILIZATION .118 .211 Existing + Growth + Approved + Project AM PK HOUR PM PK HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061* 126 .080* NBT 2 3200 139 .043 124 .039 NBR 1 1600 20 .D13 30 .019 SBL 1 1600 24 .015 37 .023 SBT 2 3200 66 .021* 201 .063* SBR 1 1600 57 .036 96 .060 EBL 1 1600 57 .036* 52 .033* EST 2 3200 32 .020 85 .053 EBR 0 0 116. .073 144 .090 WBL 0 0 8 29 WBT 2 3200 27 .013* 72 .046* WBR 0 0 5 47 TOTAL CAPACITY UTILIZATION .131 .222 Stantec A-40 20. Newport Centex 6 Santa Barbara Existing + Growth + Approved + Cumulative AM PR HOUR PM PR AM PR HOUR. PM PR HOUR CAPACITY LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 97 .061* 127 .079* NET 2 3200 142 .044 126 .039 NBR 1 1600 20 .013 30 .019 SBL 1 1600 32 .020 37 .023 SET 2 3200 66 .021* 205 .064* SEP. 1 1600 57 .036 96 .060 EEL 1 1600 57 .036* 52 .033* EST 2 3200 32 .D2D 85 .053 EBR 0 0 115 .072 143 .OB9 WBL 0 0 8 29 2 WET 2 3200 27 .013* 72 .049* watt 0 0 5 55 TOTAL CAPACITY UTILIZATION .131 .225 Existing + Growth + Approved + Cumulative + Project AM PR HOUR PM PR HOUR LANES CAPACITY VOL V/C VOL V/C NBL 1 1600 98 .061* 128 .080* NET 2 3200 142 .044 126 .039 NBR 1 1600 20 .013 30 .019 SBL 1 1600 32 .D20 37 .023 SET 2 3200 67 .021* 205 .064* SER 1 1600 57 .036 96 .060 EBL 1 1600 57 .036* 52 .033* EST 2 3200 32 .020 85 .053 EPP 0 0 116 .073 144 .090 WBL 0 0 8 29 WBT 2 3200 27 .013* 72 .049* WBR 0 0 5 55 TOTAL CAPACITY UTILIZATION .131 .226 Stantec A41 NORTH NEWPORT CENTER SAN JOAQUIN PLAZA TPO TRAFFIC ANALYSIS APPENDIX 6 1% Analysis Worksheets City of Newport Beach CAL v:\ 2073\ active \2073006760 \san_looquin_plam tpo \report \rpt sonjoaquinplam_tpo_051612.docx Stantec 1 % Traffic Volume Analysis Stantec B -2 Intersection: 1. Jamboree Rd & Ford Rd /Eastbluff Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1708 68 116 0 1892 19 10 Southbound 1946 78 183 0 2207 22 2 Eastbound 856 0 9 0 865 9 0 Westbound 685 0 12 0 697 7 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2459 98 209 0 2766 28 5 Southbound 1676 67 148 0 1891 19 7 Eastbound 609 0 5 0 614 6 0 Westbound 380 0 6 0 386 4 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -2 1 % Traffic Volume Analysis Stantec B -3 Intersection: 2. Jamboree Rd & San Joaquin Hills Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1276 51 79 0 1406 14 8 Southbound 2272 91 186 0 2549 25 2 Eastbound 395 0 0 0 395 4 0 Westbound 148 0 51 0 199 2 3 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1475 59 110 0 1644 16 6 Southbound 2008 80 162 0 2250 23 9 Eastbound 138 0 5 0 143 1 0 Westbound 796 0 116 0 912 9 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -3 1 % Traffic Volume Analysis Stantec B-4 Intersection: 3. Jamboree Rd & Santa Barbara Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1414 57 57 0 1528 15 2 Southbound 1639 66 114 0 1819 18 0 Eastbound 54 0 6 0 60 1 0 Westbound 144 0 37 0 181 2 14 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1321 53 107 0 1481 15 6 Southbound 1528 61 98 0 1687 17 1 Eastbound 78 0 3 0 81 1 0 Westbound 706 0 20 0 726 7 7 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B-4 1 % Traffic Volume Analysis Stantec B -5 Intersection: 4. Jamboree Rd & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 445 18 2 0 465 5 0 Southbound 1077 43 123 0 1243 12 7 Eastbound 2364 95 137 0 2596 26 1 Westbound 1099 44 51 0 1194 12 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 410 16 6 0 432 4 0 Southbound 1452 58 89 0 1599 16 3 Eastbound 2372 95 156 0 2623 26 4 Westbound 2066 83 135 0 2284 23 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -5 1 % Traffic Volume Analysis Stantec B -6 Intersection: 5. Newport Center Or & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 88 0 25 0 113 1 2 Eastbound 2033 81 74 0 2188 22 2 Westbound 1221 49 22 0 1292 13 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 799 0 50 0 849 8 1 Eastbound 1582 63 59 0 1704 17 1 Westbound 1544 62 84 0 1690 17 3 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -6 1 % Traffic Volume Analysis Stantec B -7 Intersection: 6. Avocado Ave & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 361 0 0 0 361 4 0 Southbound 176 0 15 0 191 2 0 Eastbound 1260 50 64 0 1374 14 4 Westbound 1359 54 42 0 1455 15 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 295 0 0 0 295 3 0 Southbound 501 0 102 0 603 6 0 Eastbound 1359 54 43 0 1456 15 2 Westbound 1464 59 25 0 1548 15 3 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -7 1 % Traffic Volume Analysis Stantec B -B Intersection: 7. MacArthur Blvd & Ford Rd /Bonita Cyn Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 2000 80 53 0 2133 21 4 Southbound 2892 116 148 0 3156 32 1 Eastbound 410 0 5 0 415 4 2 Westbound 2066 0 14 0 2080 21 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2487 99 187 0 2773 28 2 Southbound 3522 141 81 0 3744 37 5 Eastbound 419 0 6 0 425 4 2 Westbound 1149 0 16 0 1165 12 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -B 1 % Traffic Volume Analysis Stantec B -9 Intersection: 8. MacArthur Blvd & San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1423 57 13 0 1493 15 0 Southbound 2963 119 121 0 3203 32 1 Eastbound 469 0 40 0 509 5 5 Westbound 1062 0 9 0 1071 11 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1488 60 65 0 1613 16 0 Southbound 2632 105 74 0 2811 28 4 Eastbound 1077 0 95 0 1172 12 3 Westbound 722 0 6 0 728 7 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -9 1 % Traffic Volume Analysis Stantec B -10 Intersection: 9. MacArthur Blvd & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1490 60 4 0 1554 16 0 Southbound 1420 57 59 0 1536 15 0 Eastbound 309 0 21 0 330 3 1 Westbound 457 0 13 0 470 5 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1074 43 8 0 1125 11 1 Southbound 1422 57 34 0 1513 15 0 Eastbound 1125 0 100 0 1225 12 0 Westbound 433 0 22 0 455 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -10 1 % Traffic Volume Analysis Stantec B -11 Intersection: 10. MacArthur Blvd & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1040 42 10 0 1092 11 1 Eastbound 1575 63 15 0 1653 17 4 Westbound 1972 79 41 0 2092 21 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1304 52 3 0 1359 14 0 Eastbound 1575 63 42 0 1680 17 2 Westbound 1925 77 26 0 2028 20 4 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -11 1 % Traffic Volume Analysis Stantec B -12 Intersection: 11. Santa Cruz Dr & San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 87 0 31 0 118 1 4 Southbound 81 0 1 0 82 1 0 Eastbound 853 0 79 0 932 9 5 Westbound 387 0 12 0 399 4 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 769 0 12 0 781 8 2 Southbound 38 0 1 0 39 0 0 Eastbound 736 0 47 0 783 8 7 Westbound 509 0 75 0 584 6 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -12 1 % Traffic Volume Analysis Stantec B -13 Intersection: 12. Santa Cruz Dr & San Clemente Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 113 0 31 0 144 1 0 Southbound 353 0 7 0 360 4 3 Eastbound 95 0 0 0 95 1 5 Westbound 35 0 0 0 35 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 565 0 12 0 577 6 2 Southbound 295 0 20 0 315 3 6 Eastbound 336 0 0 0 336 3 3 Westbound 102 0 0 0 102 1 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -13 1 % Traffic Volume Analysis Stantec B -14 Intersection: 13. Santa Cruz Dr & Newport Center Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 44 0 16 0 60 1 0 Southbound 262 0 7 0 269 3 3 Eastbound 132 0 8 0 140 1 0 Westbound 171 0 7 0 178 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 248 0 6 0 254 3 1 Southbound 235 0 20 0 255 3 0 Eastbound 277 0 3 0 280 3 0 Westbound 314 0 3 0 317 3 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -14 1 % Traffic Volume Analysis Stantec B -15 Intersection: 14. Santa Rosa Dr 8 San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 123 0 46 0 169 2 0 Southbound 132 0 0 0 132 1 0 Eastbound 499 0 84 0 583 6 5 Westbound 1005 0 10 0 1015 10 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 689 0 108 0 797 8 0 Southbound 143 0 0 0 143 1 0 Eastbound 750 0 39 0 789 8 3 Westbound 733 0 34 0 767 8 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -15 1 % Traffic Volume Analysis Stantec B -16 Intersection: 15. Newport Center Dr & Santa Rosa Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 193 0 11 0 204 2 0 Southbound 95 0 12 0 107 1 1 Eastbound 61 0 23 0 84 1 0 Westbound 318 0 82 0 400 4 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 482 0 27 0 509 5 1 Southbound 293 0 27 0 320 3 0 Eastbound 216 0 54 0 270 3 0 Westbound 452 0 56 0 508 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -16 1 % Traffic Volume Analysis Stantec B -17 Intersection: 16. Newport Center Dr & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 245 0 10 0 255 3 0 Southbound 96 0 10 0 106 1 1 Eastbound 19 0 20 0 39 0 0 Westbound 264 0 4 0 288 3 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 414 0 9 0 423 4 0 Southbound 290 0 8 0 298 3 0 Eastbound 329 0 18 0 347 3 0 Westbound 561 0 48 0 609 6 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -17 1 % Traffic Volume Analysis Stantec B -16 Intersection: 17. Avocado Ave & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 325 0 56 0 381 4 0 Southbound 108 0 12 0 120 1 0 Eastbound 178 0 40 0 218 2 1 Westbound 1145 0 67 0 1212 12 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 610 0 110 0 720 7 0 Southbound 266 0 55 0 321 3 0 Eastbound 699 0 35 0 734 7 0 Westbound 837 0 56 0 893 9 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -16 1 % Traffic Volume Analysis Stantec B -19 Intersection: 18. Newport Center Dr & Newport Center Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 444 0 17 0 461 5 1 Southbound 11 0 13 0 24 0 0 Eastbound 122 0 6 0 128 1 2 Westbound 165 0 6 0 191 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 397 0 31 0 428 4 1 Southbound 167 0 25 0 192 2 0 Eastbound 348 0 13 0 361 4 1 Westbound 460 0 12 0 472 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -19 1 % Traffic Volume Analysis Stantec 8 -20 Intersection: 19. Santa Barbara Dr & San Clemente Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 63 0 37 0 100 1 1 Southbound 716 0 8 0 724 7 0 Eastbound 0 0 0 0 0 0 0 Westbound 65 0 0 0 65 1 6 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 384 0 20 0 404 4 1 Southbound 251 0 27 0 278 3 2 Eastbound 0 0 0 0 0 0 0 Westbound 406 0 0 0 406 4 4 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 8 -20 1 % Traffic Volume Analysis Stantec 8 -21 Intersection: 20. Newport Center Dr & Santa Barbara Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 247 0 9 0 256 3 1 Southbound 137 0 9 0 146 1 1 Eastbound 196 0 8 0 204 2 1 Westbound 21 0 19 0 40 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 276 0 5 0 281 3 1 Southbound 329 0 5 0 334 3 0 Eastbound 253 0 27 0 280 3 1 Westbound 138 0 10 0 148 1 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 8 -21 1 % Traffic Volume Analysis Stantec B -22 Intersection: 1. Jamboree Rd & Ford Rd /Eastbluff Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1708 68 116 170 2062 21 10 Southbound 1946 78 183 39 2246 22 2 Eastbound 856 0 9 9 874 9 0 Westbound 685 0 12 21 718 7 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2459 98 209 86 2852 29 5 Southbound 1676 67 148 163 2054 21 7 Eastbound 609 0 5 30 644 6 0 Westbound 380 0 6 14 400 4 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -22 1 % Traffic Volume Analysis Stantec B -23 Intersection: 2. Jamboree Rd & San Joaquin Hills Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1276 51 79 136 1542 15 8 Southbound 2272 91 186 75 2624 26 2 Eastbound 395 0 0 0 395 4 0 Westbound 148 0 51 0 199 2 3 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1475 59 110 102 1746 17 6 Southbound 2008 80 162 140 2390 24 9 Eastbound 138 0 5 0 143 1 0 Westbound 796 0 116 16 928 9 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -23 1 % Traffic Volume Analysis Stantec 8 -24 Intersection: 3. Jamboree Rd & Santa Barbara Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1414 57 57 136 1664 17 2 Southbound 1639 66 114 58 1877 19 0 Eastbound 54 0 6 0 60 1 0 Westbound 144 0 37 0 181 2 14 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1321 53 107 102 1583 16 6 Southbound 1528 61 98 140 1827 18 1 Eastbound 78 0 3 0 81 1 0 Westbound 706 0 20 0 726 7 7 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 8 -24 1 % Traffic Volume Analysis Stantec B -25 Intersection: 4. Jamboree Rd & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 445 18 2 0 465 5 0 Southbound 1077 43 123 58 1301 13 7 Eastbound 2364 95 137 87 2683 27 1 Westbound 1099 44 51 333 1527 15 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 410 16 6 0 432 4 0 Southbound 1452 58 89 140 1739 17 3 Eastbound 2372 95 156 243 2866 29 4 Westbound 2066 83 135 231 2515 25 2 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -25 1 % Traffic Volume Analysis Stantec B -26 Intersection: 5. Newport Center Or & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 88 0 25 5 118 1 2 Eastbound 2033 81 74 118 2306 23 2 Westbound 1221 49 22 328 1620 16 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 799 0 50 17 866 9 1 Eastbound 1582 63 59 347 2051 21 1 Westbound 1544 62 84 214 1904 19 3 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -26 1 % Traffic Volume Analysis Stantec 8 -27 Intersection: 6. Avocado Ave & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 361 0 0 0 361 4 0 Southbound 176 0 15 0 191 2 0 Eastbound 1260 50 64 105 1479 15 4 Westbound 1359 54 42 328 1783 18 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 295 0 0 0 295 3 0 Southbound 501 0 102 0 603 6 0 Eastbound 1359 54 43 336 1792 18 2 Westbound 1464 59 25 214 1762 18 3 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 8 -27 1 % Traffic Volume Analysis Stantec B -28 Intersection: 7. MacArthur Blvd & Ford Rd /Bonita Cyn Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 2000 80 53 112 2245 22 4 Southbound 2892 116 148 25 3181 32 1 Eastbound 410 0 5 7 422 4 2 Westbound 2066 0 14 21 2101 21 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 2487 99 187 52 2825 28 2 Southbound 3522 141 81 115 3859 39 5 Eastbound 419 0 6 21 446 4 2 Westbound 1149 0 16 14 1179 12 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -28 1 % Traffic Volume Analysis Stantec B -29 Intersection: 8. MacArthur Blvd & San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1423 57 13 78 1571 16 0 Southbound 2963 119 121 59 3262 33 1 Eastbound 469 0 40 3 512 5 5 Westbound 1062 0 9 9 1080 11 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1% or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1488 60 65 68 1681 17 0 Southbound 2632 105 74 83 2894 29 4 Eastbound 1077 0 95 25 1197 12 3 Westbound 722 0 6 6 734 7 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -29 1 % Traffic Volume Analysis Stantec B -30 Intersection: 9. MacArthur Blvd & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 1490 60 4 115 1669 17 0 Southbound 1420 57 59 42 1578 16 0 Eastbound 309 0 21 12 342 3 1 Westbound 457 0 13 0 470 5 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 1074 43 8 90 1215 12 1 Southbound 1422 57 34 83 1596 16 0 Eastbound 1125 0 100 37 1262 13 0 Westbound 433 0 22 0 455 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -30 1 % Traffic Volume Analysis Stantec 8 -31 Intersection: 10. MacArthur Blvd & Coast Hwy Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1040 42 10 54 1146 11 1 Eastbound 1575 63 15 105 1758 18 4 Westbound 1972 79 41 432 2524 25 2 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 0 0 0 0 0 0 0 Southbound 1304 52 3 120 1479 15 0 Eastbound 1575 63 42 336 2016 20 2 Westbound 1925 77 26 284 2312 23 4 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 8 -31 1 % Traffic Volume Analysis Stantec B -32 Intersection: 11. Santa Cruz Dr & San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 87 0 31 0 118 1 4 Southbound 81 0 1 0 82 1 0 Eastbound 853 0 79 17 949 9 5 Westbound 387 0 12 0 399 4 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 769 0 12 16 797 8 2 Southbound 38 0 1 0 39 0 0 Eastbound 736 0 47 0 783 8 7 Westbound 509 0 75 0 584 6 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -32 1 % Traffic Volume Analysis Stantec B -33 Intersection: 12. Santa Cruz Dr & San Clemente Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 113 0 31 0 144 1 0 Southbound 353 0 7 17 377 4 3 Eastbound 95 0 0 0 95 1 5 Westbound 35 0 0 0 35 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 565 0 12 16 593 6 2 Southbound 295 0 20 0 315 3 6 Eastbound 336 0 0 0 336 3 3 Westbound 102 0 0 0 102 1 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -33 1 % Traffic Volume Analysis Stantec B -34 Intersection: 13. Santa Cruz Dr & Newport Center Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 44 0 16 0 60 1 0 Southbound 262 0 7 17 286 3 3 Eastbound 132 0 8 3 143 1 0 Westbound 171 0 7 1 179 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 248 0 6 8 262 3 1 Southbound 235 0 20 0 255 3 0 Eastbound 277 0 3 10 290 3 0 Westbound 314 0 3 4 321 3 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -34 1 % Traffic Volume Analysis Stantec B -35 Intersection: 14. Santa Rosa Dr 8 San Joaquin Hills Rd Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 123 0 46 3 172 2 0 Southbound 132 0 0 0 132 1 0 Eastbound 499 0 84 0 583 6 5 Westbound 1005 0 10 26 1041 10 1 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 689 0 108 25 822 8 0 Southbound 143 0 0 0 143 1 0 Eastbound 750 0 39 0 789 8 3 Westbound 733 0 34 6 773 8 5 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -35 1 % Traffic Volume Analysis Stantec B -36 Intersection: 15. Newport Center Dr & Santa Rosa Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 193 0 11 6 210 2 0 Southbound 95 0 12 10 117 1 1 Eastbound 61 0 23 0 84 1 0 Westbound 318 0 82 17 417 4 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 482 0 27 20 529 5 1 Southbound 293 0 27 10 330 3 0 Eastbound 216 0 54 8 278 3 0 Westbound 452 0 56 0 508 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -36 1 % Traffic Volume Analysis Stantec B -37 Intersection: 16. Newport Center Dr & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 245 0 10 3 258 3 0 Southbound 96 0 10 9 115 1 1 Eastbound 19 0 20 12 51 1 0 Westbound 264 0 4 37 325 3 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 414 0 9 3 426 4 0 Southbound 290 0 8 4 302 3 0 Eastbound 329 0 18 45 392 4 0 Westbound 561 0 48 22 631 6 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -37 1 % Traffic Volume Analysis Stantec B -38 Intersection: 17. Avocado Ave & San Miguel Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1% of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 325 0 56 0 381 4 0 Southbound 108 0 12 0 120 1 0 Eastbound 178 0 40 12 230 2 1 Westbound 1145 0 67 37 1249 12 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 610 0 110 0 720 7 0 Southbound 266 0 55 0 321 3 0 Eastbound 699 0 35 37 771 8 0 Westbound 837 0 56 22 915 9 1 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -38 1 % Traffic Volume Analysis Stantec B -39 Intersection: 18. Newport Center Dr & Newport Center Or Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 444 0 17 13 474 5 1 Southbound 11 0 13 3 27 0 0 Eastbound 122 0 6 1 129 1 2 Westbound 165 0 6 1 192 2 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 397 0 31 11 439 4 1 Southbound 167 0 25 9 201 2 0 Eastbound 348 0 13 4 365 4 1 Westbound 460 0 12 4 476 5 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec B -39 1 % Traffic Volume Analysis Stantec 840 Intersection: 19. Santa Barbara Dr & San Clemente Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 63 0 37 0 100 1 1 Southbound 716 0 8 0 724 7 0 Eastbound 0 0 0 0 0 0 0 Westbound 65 0 0 0 65 1 6 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 384 0 20 0 404 4 1 Southbound 251 0 27 0 278 3 2 Eastbound 0 0 0 0 0 0 0 Westbound 406 0 0 0 406 4 4 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 840 1 % Traffic Volume Analysis Stantec 841 Intersection: 20. Newport Center Dr & Santa Barbara Dr Existing Traffic Volumes Based on Average Winter /Spring 2012 Peak 1 Hour Approved Cumulative Existing Regional Projects Projects Projected 1 %of Projected Project Approach Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Peak 1 Hour Direction Volume Volume Volume Volume Volume Volume Volume AM PEAK PERIOD Northbound 247 0 9 3 259 3 1 Southbound 137 0 9 9 155 2 1 Eastbound 196 0 8 0 204 2 1 Westbound 21 0 19 0 40 0 0 Project AM Traffic is estimated to be less than 1% of Projected AM Peak 1 Hour Traffic Volume. Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PM PEAK PERIOD Northbound 276 0 5 2 283 3 1 Southbound 329 0 5 4 338 3 0 Eastbound 253 0 27 0 280 3 1 Westbound 138 0 10 8 156 2 0 Project PM Traffic is estimated to be less than 1% of Projected PM Peak 1 Hour Traffic Volume. Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume. Intersection Capacity Utilization (ICU) Analysis is required. PROJECT: San Joaquin Plaza FULL OCCUPANCY YEAR: 2016 Stantec 841