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Home My WebLink AboutHoag Memorial Hospital (PA2005-032) One Hoag DrCITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT Agenda Item No. 3 July 21, 2005 TO: PLANNING COMMISSION FROM: Planning Department Gregg B. Ramirez, Senior Planner (949) 644 -3219, aramirezacitv.newport- beach.ca.us SUBJECT: Hoag Memorial Hospital Presbyterian Traffic Study No. 2005- 001(PA2005 -032) One Hoag Drive APPLICANT: Langston Triggs representing Hoag Memorial Hospital Presbyterian RECOMMENDATION Approve Traffic Study No. 2005 -001 subject to the findings and conditions of approval included within the attached draft resolution. DISCUSSION Site /Proiect Overview The applicant requests approval of a traffic study pursuant to the Traffic Phasing Ordinance (TPO) to facilitate the construction of 130,000 square feet of outpatient uses on the hospital's Lower Campus. The proposed square footage is presently permitted by the adopted Hoag Planned Community Development Criteria and District Regulations, and the Hoag Development Agreement. The proposed development is being designed to fully comply with all applicable regulations. Although the final building design has not yet been completed, a preliminary site plan is attached as Exhibit No. 3. The proposed construction is being identified as Phase III of the Hoag site development plan. A traffic study is required pursuant to the Traffic Phasing Ordinance (TPO) when a project will generate more than 300 average daily trips (ADT). The City Traffic Engineer prepared a preliminary estimate of trips and concluded that a traffic study would be required for the future outpatient medical office developments on the Lower Campus. A traffic study has been prepared by Linscott, Law and Greenspan (Exhibit No. 3) under the supervision of the City Traffic Engineer pursuant to the TPO and its implementing guidelines. Hoag Memorial Hospital Presbyterian July 21, 2005 Page 3 Analysis The traffic study identifies the potential traffic and circulation impacts associated with the proposed development. The project is forecast to be complete and occupied in 2007. Therefore the analysis evaluated 2008 traffic conditions. The study evaluated 15 key intersections located on Coast Highway, Newport Boulevard, Superior Avenue and Hospital Road, all of which are located within the City of Newport Beach. The study includes a trip credit for 60,000 square feet of outpatient uses that were approved as part of Hoag Phase II proposal in 2001 but never constructed. The proposed project, including the Phase II trip credit adjustment, is forecast to generate 2,394 net daily trips with 224 occurring during the AM peak hour and 226 occurring during the PM peak hour. Potential impacts to the key intersections were analyzed using the methodology required by the TPO. The Traffic Study looked at existing conditions, traffic projections, (which include project projections plus background traffic forecasts) and a Traffic Impact Analysis. The City considers Level of Service (LOS) D as the upper limit of satisfactory operations. Mitigation is required for any intersection where project traffic causes the intersection to deteriorate to LOS E. The existing conditions study found that none of the 15 studied intersections currently operate below an LOS C. The traffic projection analysis includes regional background growth and traffic generated by City approved projects to determine year 2008 traffic volumes. The study identified traffic growth from 16 approved related projects that are anticipated for completion within the next few years, in addition to a historical traffic increase rate of 1% that is compounded annually. The results of the projection analysis were used to conduct the 1% Traffic Volume Analysis as required by the TPO. The 1% test determines whether the peak hour trips generated by the proposed project will increase the future peak hour intersection volumes by 1 %. Using the methodology required by the TPO the following intersections were identified as exceeding the one - percent (1 %) traffic increase threshold and required further study in the form of an Intersection Capacity Utilization (ICU) analysis. • Orange Street & Coast Highway • Prospect Street & Coast Highway • Balboa Blvd. /Superior Avenue & Coast Highway • Riverside Avenue & Coast Highway • Tustin Avenue & Coast Highway • Bay Shoe Drivel Dover Drive & Coast Highway • Bayside Drive & Coast Highway • Jamboree Road & Coast Highway Hoag Memorial Hospital Presbyterian July 21, 2005 Page 4 • Newport Boulevard and Hospital Road • Placentia Avenue & Superior Avenue • Newport Boulevard Southbound Off -Ramp & Coast Highway • Hoag Drive /Placentia Avenue & Hospital Road • Hoag Drive and & Coast Highway The other two intersections (Newport Boulevard & Via Lido and Superior Avenue & Hospital Road) were omitted from further ICU analysis as they did not meet the One Percent Test per the TPO. As specified in the TPO, a project is considered to have a significant impact if the LOS with the project is LOS E or F and the project increases the ICU by 0.01 or more. The ICU analysis concluded that all intersections are forecast to continue to operate with satisfactory levels of service (LOS D or better) during both peak hours with the implementation of the project, therefore, no mitigation is required. The TPO does require that projects be completed within a 60 month timeframe in order for approval TPO traffic study to remain valid. Therefore, a condition of approval has been included in the draft resolution requiring completion of the 130,000 square feet of outpatient uses within that time frame or the preparation and approval of a new TPO study will be required. Environmental Review This project has been reviewed and it has been determined that all significant environmental concerns for the proposed project have been addressed in the previously certified environmental document (EIR No. 142, SCH #89061429) which remains the governing environmental document. No additional significant environmental impacts were identified during the preparation and review of the traffic study. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to property owners within 300 feet of the property and posted at the site a minimum of 10 days in advance of this hearing consistent with the Municipal Code. Additionally, the item appeared upon the agenda for this meeting, which was posted at City Hall and on the city website. Prepared by: Submitted by: Gregg B. Ramirez, Senior PI nner Patricia L. Temple, Plan ding Director Exhibits: Hoag Memorial Hospital Presbyterian July 21, 2005 Page 5 1. Draft Resolution No. 2005 - ; findings and conditions of approval 2. Traffic Phasing Ordinance Study dated June 22, 2005 I Conceptual Project Site Plan I EXHIBIT 1 Draft Resolution No. 2005- _; findings and conditions of approval NO, RESOLUTION NO. 2005- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING TRAFFIC STUDY NO. 2005 -001 FOR PROPERTY LOCATED AT ONE HOAG DRIVE (PA2005 -032). THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS, RESOLVES AND ORDER AS FOLLOWS: WHEREAS, an application was filed by Hoag Memorial Hospital Presbyterian with respect to property located at One Hoag Drive, requesting approval of Traffic Study No. 2005 -001 that will facilitate the construction of 130,000 square feet of outpatient medical office uses on the Hoag Hospital Lower Campus. The subject property is located within the Hoag Memorial Hospital Presbyterian District and has a General Plan land use designation of Government, Educational and Institutional Facilities. WHEREAS, a public hearing was held on July 21, 2005, at 6:30 P.M. in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the aforesaid meeting was duly given. Evidence, both written and oral, was presented to and considered by the Planning Commission at this meeting. WHEREAS, the Planning Commission finds as follows: a) A traffic study, entitled Traffic Phasing Ordinance (TPO) Study — Hoag Hospital Phase III for (Linscott, Law and Greenspan, June 22, 2005) was prepared for the project in compliance with Chapter 15.40 of the Municipal Code (Traffic Phasing Ordinance). b) The traffic study included a trip credit for 60,000 square feet of outpatient uses approved as part of the Hoag Phase II proposal in 2001 but never constructed. c) The traffic study indicated that the project will not increase traffic at two (2) of the fifteen (15) primary intersections by one percent (I%). and therefore no impact is predicted. d) The Intersection Capacity Utilization Analysis determined that the project will not cause the level of service to decline below Level of Service D at the thirteen (13) intersections where there will be an increase of more than one percent (1 %) in traffic volume and, therefore, no mitigation is required. e) The project is categorically exempt pursuant to Section 15332 (Class 32 - In- Fill Development Projects) of the California Environmental Quality Act. The project will occur on a 35,632 square feet site within the City of Newport Beach corporate limits and the site is surrounded by urban uses. The site is presently developed with a 4,782 square foot office building which will be M demolished to accommodate the new development and has no value as habitat for endangered, rare or threatened species. Approval of the project will not create any significant impacts to traffic, noise, air, and water quality in compliance with existing codes, policies and regulations of the City of Newport Beach. The traffic study concludes no significant impacts to area intersections. Lastly, adequate utility services and other public services presently exist and are so located to serve the project site. NOW, THEREFORE, BE IT RESOLVED: Section 1. Based on the aforementioned findings, the Planning Commission hereby approves Traffic Study No. 2005 -001, subject to the Conditions set forth in Exhibit W attached. Section 2. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 14th DAY OF JULY 2005. AYES: ABSENT: NOES: BY: Michael Toerge, Chairman BY: Barry Eaton, Secretary )'6 EXHIBIT "A" CONDITIONS OF APPROVAL Traffic Study No. 2005 -001 The maximum permitted square footage by this approval is for 130,000 square feet of outpatient medical office uses that includes a 60,000 square foot credit from the Hoag Phase it traffic study conducted in 2001. 2. Pursuant to the Traffic Phasing Ordinance, construction of the proposed office outpatient medical office uses shall be completed no more than 60 months from the date of final approval of Traffic Study No. 2005 -001. 1� EXHIBIT 2 Traffic Phasing Ordinance Study dated June 22, 2005 a- r TRAFFIC PHASING ORDINANCE (TPO) STUDY HOAG HOSPITAL PHASE III Newport Beach, California June 22, 2005 l Prepared for: City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, California 92658 -8915 f i LLG Ref. 2 -05 -2633 1 1 1 , i LhatauW& (. Prepared By: &em apan. Enoeers Tdssa (de Jesus) Allen, P.E. 100corpwateorive Senior Transportation Engineer suite 122 commese,cA%M /J. 714.641.1567 T i 7X646139 r wwwllgengineescan i TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION ................................................................................................. ..............................1 2.0 PROJECT DES CRIPTION .................................................................................... ..............................1 3.0 STUDY SCOPE .................................................................................................. ............................ ».3 4.0 EXISTING CONDII' IONS ..................................................................................... ..............................5 4.1 EXISTING STREET NETWORK .................................................................. ............................... 5 4.2 EXISTING TRAFFIC VOLUMES ................................................................. ............................... 5 4.3 EXISTING PEAK HOUR LEVELS OF SERVICE ............................................ ............................... 5 4.4 EXISTING TRAFFIC CONDITIONS ............................................................. ............................... 9 5.0 TRAFFIC PROJECTIONS .................................................................................... ..............................9 5.1 PROJECT TRAFFIC VOLUMES .................................................................... ..............................9 5.1.1 Project Trip Generation Rates ....................................................... ............................... 9 5.1.2 Project Trip Generation Estimates .............................................. ............................... 11 5.1.3 Project Traffic Distribution and Assignment ................................. .............................11 5.2 YEAR 2008 PLUS BACKGROUND TRAFFIC FORECASTS .......................... ............................... 14 5.2.1 Background Traffic Growth ......................................................... ............................... 14 5.2.2 Trip Generation for City - Approved Related Projects .................. ............................... 14 5.2.3 Year 2008 plus Background Traffic Volumes .............................. ............................... 14 5.3 YEAR 2008 PLUS BACKGROUND PLUS PROJECT TRAFFIC FORECASTS .. ............................... 20 6.0 TRAFFIC IMPACT ANALYSIS ............................................................................ .............................20 6.1 1% TRAFFIC VOLUME ANALYSIS .......................................................... ............................... 23 6.2 SIGNIFICANT TRAFFIC IMPACT CRITERIA .............................................. ............................... 23 6.3 YEAR 2008 PLUS BACKGROUND TRAFFIC CONDITIONS ........................ ............................... 23 6.4 YEAR 2008 PLUS BACKGROUND PLUS PROJECT TRAFFIC CONDCI' IONS . ............................... 23 6.5 MITIGATION MEASURES ....................................................................... ............................... 27 7.0 SITE ACCESS .................................................................................................... .............................27 8.0 CONCLUSIONS .................................................................................................. .............................27 APPENDIX A. Level of Service Worksheets LWWtt,Law&GREa4spm , er 4*m APPENDICES LLG ROE 2 -05 -26 }j Hoag Hospital Phase III TPO 1 Yi_GUtr;p652fi;;:dii- ipbnnsl d.+r LIST OF FIGURES FIGURE # PAGE Figure1: Vicinity Map ...................................................................................... ..............................2 Figure2: Study Area ........................................................................................ ............................... 4 Figure 3: Existing Roadway and Intersection Physical Characteristics ........... ............................... 6 Figure 4: Existing (2005) AM Peak Hour Traffic Volumes ............................. ............................... 7 Figure 5: Existing (2005) PM Peak Hour Traffic Volumes ............................. ............................... 8 Figure 6: Project Trip Distribution Pattern ..................................................... ............................... 15 Figure 7: Project - Generated AM Peak Hour Traffic Volumes ...................... ............................... 16 Figure 8: Project- Generated PM Peak Hour Traffic Volumes ....................... ............................... 17 Figure 9: Year 2008 + Background AM Peak Hour Traffic Volumes ........... ............................... 18 Figure 10: Year 2008 + Background PM Peak Hour Traffic Volumes ............ ............................... 19 Figure 11: Year 2008 + Background + Project AM Peak Hour Traffic Volumes .......................... 21 Figure 12: Year 2008 + Background + Project PM Peak Hour Traffic Volumes ........................... 22 Figure13: Project Site Plan .............................................................................. ............................... 28 LIST OF TABLES TABLE# PAGE Table 1: Level of Service Definition for Signalized Intersections ................... ............................... 9 Table 2: Existing (2005) Intersection Peak Hour Levels of Service .............. ............................... 10 Table 3: Project Trip Generation hate Comparison ....................................... ............................... 12 Table 4: Project Trip Generation Estimates ................................................... ............................... 13 Table 5: Approved Related Projects .............................................................. ............................... 20 Table 6: 1% Traffic Volume Analysis ........................................................... ............................... 24 Table 7: Year 2008 + Background + Project Intersection Peak Hour Levels of Service ............. 26 WCOTT. LAW & GPEENPPAN, eagmers LLG Ref. 2.05 -2633 ii Hoag Hospital Phase N1 7P0 1 N:'�`(i�I J {"Y,iR26Ii:v Ji3- 1j1- 'tiNil b[t' TRAFFIC PHASING ORDINANCE (TPO) STUDY HOAG HOSPITAL PHASE III Newport Beach, California June 22, 2005 1.0 INTRODUCTION This report documents the findings of a traffic impact study conducted by Linscott, Law & Greenspan, Engineers (LLG) to determine and evaluate the traffic impacts associated with the development of Hoag Hospital Phase III, which includes 130,000 square feet (SF) of outpatient uses in a new building in the Lower Campus. This traffic impact study, which was prepared according to the procedures outlined in the City's Traffic Phasing Ordinance (TPO) dated July 13, 1999, presents an inventory of existing characteristics and traffic volumes on roadways adjoining the site, forecasts vehicular traffic anticipated to be generated by the project, and evaluates potential impacts of these project - generated trips on the surrounding street system. r A traffic study was originally prepared for the Hoag Hospital Master Plan Environmental Impact Report (EIR) in October 1991 by LSA Associates. That original traffic study focused on the evaluation of Phase I traffic and parking - related issues, but also provided detailed analysis based upon an assumed buildout size for the two remaining phases of the Master Plan: Phase II and Phase M. As part of the list of mitigation measures that was developed for Phase I, a Phase II TPO s analysis was required subsequent to the completion of Phase I. LLG completed the Phase II TPO l traffic study on October 15, 2001. As part of Phase III, Hoag Hospital has relinquished the rights to construct the Cancer Center expansion (60,000 SF) that was previously included in the City- approved Phase II TPO study, and the trips attributable to that expansion were credited from the gross trips generated by the proposed 130,000 SF outpatient building. 1 2.0 PROJECT DESCRIPTION i Figure 1 illustrates the location of Hoag Hospital and its orientation within the surrounding street system. The project, which represents Phase IIt, involves the development of a 130,000 SF outpatient building in the Lower Campus. The anticipated completion year for the project is Year 2007; therefore, this TPO study evaluated traffic conditions in the Year 2008 (i.e., one year after the project's completion, according to TPO study guidelines). { LINSCOri. Law & GREBWAN, eWffft s LLG Ret 2.05 -263 1 Hoag Hospital Prase M TPO r' tt :`_4iW�i(Kihiii'_ESi- rq- rom!dtt' E U Q W W �0 w 5z O a. w N a x CL J 4 f- a N O 2 Q O 2 0 O to to V) Q O m w Q K N J Q N O z l-1 r i i 3.0 STUDY SCOPE The work scope for this study, including the base assumptions, technical methodologies, and geographic coverage, were developed in conjunction with the City of Newport Beach Public Works staff, and according to the City's Traffic Phasing Ordinance (TPO) dated July 13, 1999. The following traffic scenarios are addressed in the study: • Existing (2005) Conditions - The analysis of existing traffic conditions is intended to provide a base of analysis for the remainder of the study. The existing conditions analysis includes an assessment of the streets and highways in the area, current traffic volumes, and operating conditions. • Year 2008 plus Background Conditions - This phase of analysis projects future traffic conditions in the Year 2008, which could be expected to result from regional growth and City- approved related projects, without the addition of project traffic. • Year 2008 plus Background plus Project Conditions - This is an analysis of future traffic conditions in the Year 2008, which could be expected to result from regional growth and City- approved related projects, with the addition of project - generated traffic. Any potential traffic impacts will be determined, and mitigation measures developed. Figure 2 illustrates the study area. A total of 15 key intersections were selected by the City for the 1% Traffic Volume Test, and detailed peak hour traffic impact/level of service analysis under each of the scenarios identified above. The analysis is focused on assessing potential traffic impacts during the morning and evening commute peak hours (between 7:00 -9:00 AM, and 4:00 -6:00 PM) on a typical weekday. The 15 key intersections, which are illustrated on Figure 2, include the following: 1. Orange Street @ PCH 2. Prospect Street @ PCH 3. Balboa Boulevard/Superior Avenue @ PCH 4. Riverside Avenue @ PCH 5. Tustin Avenue @ PCH 6. Bay Shore Drive/Dover Drive @ PCH 7. Bayside Drive @ PCH 8. Jamboree Road @ PCH 9. Newport Boulevard @ Via Lido 10. Newport Boulevard @ Hospital Road 11. Placentia Avenue @ Superior Avenue 12. Newport Boulevard Southbound Off -Ramp @ PCH 13. Superior Avenue @ Hospital Road 14. Hoag Drive/Placentia Avenue @ Hospital Road 15. Hoag Drive @ PCH UNSCOTT, LAW & GREENSPAN. e1gh*M 3 LLO Rot. 2-05-2633 Hoag Hospital Phase DT TPO 4r,:G4f'�.v45;.;Ct))- Ra-k�si Ace f t t r i i i r f ..�aau saoz -EZ -sa rosa si dT erox- �nsAarolnazsxlami \•� IN •_i U !W'!Q NW' Q m fffy��W Q �y Fb O w a ni. a 0 x a 0 x 0 0 x � a Q s z 11 4.0 EXISTING CONDITIONS The assessment of existing conditions includes an inventory of the street system, the traffic volumes using these facilities, and traffic operating conditions at analyzed locations. r 4.1 Existing Street Network A comprehensive inventory of the street system adjacent to the project was undertaken to develop a detailed description of existing traffic conditions. Figure 3 illustrates the existing physical characteristics of the streets, including lane configurations and traffic control at intersections, { number of travel lanes, posted speed limits, and median types along roadways. 4.2 Existing Traffic Volumes The AM and PM peak hour traffic counts for the 15 key intersections were provided by the City, and were collected in 2003 /2004. The traffic counts along Coast Highway, Newport Boulevard, and Jamboree Road were adjusted by a growth factor of 1% per year compounded annually to reflect Year 2005 conditions, as directed by City staff. Figures 4 and 5 illustrate the existing AM and PM peak hour traffic volumes, respectively. 4.3 Existing Peak Hour Levels of Service Level of Service (LOS) qualitatively measures the operating conditions within a traffic system and how drivers and passengers perceive these conditions. Level of service ranges from LOS A to overloaded conditions at LOS F. LOS D is typically recognized as the minimum satisfactory service level in urban areas, and by the City of Newport Beach. 1 Based upon City of Newport Beach TPO guidelines, the Intersection Capacity Utilization (ICU) methodology was used to determine the volume -to- capacity relationship for an intersection (based upon the individual volume -to- capacity ratios for key conflicting traffic movements), and r corresponding level of service. By assuming 1,600 vehicles per hour per lane (vphpl) as the practical capacity for through lanes, left -tum, and right -turn lanes, the ICU method directly relates traffic demand to the available capacity (an ICU allowance for yellow time is not required by the City's TPO guidelines). The resulting ICU numerical value represents the greatest green time requirements for the entire intersection. It should be noted that the ICU methodology assumes uniform traffic distribution per intersection approach lane and optimal signal timing. Level of service definitions for signalized intersections are summarized in Table 1. (. Based upon the level of service methodology described, the existing peak hour traffic volumes presented in Figures 4 and 5 were used in conjunction with existing lane configurations illustrated in Figure 3 to determine the current traffic operating conditions at the 15 key intersections. Appendix A contains the detailed level of service worksheets. I i " Lio-Gscm, Lnw & GREEKWAN, engkmm LLG Ref. 2 -05 -2633 '1 5 Hoag Hospital Phase 1Q TPO 0( ..-1 Gam-.-pp ll., � 6rPC- Itt9L \6np \tt9LG0.'\W92V C ns aQN \\ • 1�Itnr� �°J C aQN dZN — T 1plr I \ a6N / O Z ! 41L ^ 1 \ I// \ dN (Sa\ p n 'b 7. ` 4 raw non / I I Ell Oil q fir Ir + \Y) f / / /(r ( ^ 1 \\ 1111ff/ N \ U eZ C, Y12 4� Spy aQ /^ NJ K Q I Y ` INN l z U U W a�w 02 0 t2V� bj V] z 7+ a as �O o V [5 Wo h x z �!Agea 4 7a 5 CIA z 33N �OJ i�aion e e e e e �.L+rvoa 0 a k / / I JI \3 •••Cb� SOpZ -22-90 9950 ;� JOl Y +C' \-iCC92 \6N \[CgZSOL \W9L\�u m `St \ / / J l _n, C91 J o / i g j \\ \ I \ 1 \ I gs� •• �py.�r ,I \ r I �s L� \ J o \ g � LCt z, \ RZ I ��11� 6Y — rra 11 Po`� \ 1 CY W lW� V f=. h i (q %U Ni W O rc 7 ti W a D� Oa xa ao U O 10 2 O CQ z m `\ 1 2C6 J 1 JN i g j \\ \ I \ 1 \ I gs� •• �py.�r ,I \ r I �s L� \ J o \ g � LCt z, \ RZ I ��11� 6Y — rra 11 Po`� \ 1 CY W lW� V f=. h i (q %U Ni W O rc 7 ti W a D� Oa xa ao U O 10 2 O CQ z m SppZ -ZL -W S[�I°SI JN 6+V'S- KS9Z \�\fC92SOL \�L \�^ 1 l s� $, \ m / / g J 2 N- / nSI /. 1 J1l I 1 \\ re 1 a om f9 i r/ M1 I b � \ / 1 J / 6Z \ Sc J 1 \ \su YJ Wyy U fr W m >* U w W z n F � a �i J F ao �z as 0 0 0 N co co 2 z a3 1 om f9 i r/ M1 I b � \ / 1 J / 6Z \ Sc J 1 \ \su YJ Wyy U fr W m >* U w W z n F � a �i J F ao �z as 0 0 0 N co co 2 z a3 TABLE 1 LEVEL OF SERVICE DEFINITION FOR SIGNALIZED INTERSECTIONS Hoag Hospital Phase III TPO, Newport Beach 4.4 Existing Traffic Conditions Table 2 summarizes the existing peak hour levels of service at the 15 study intersections. As shown, all of the intersections currently operate at satisfactory levels of service (i.e., LOS D or better) during the AM and PM peak hours. 5.0 TRAFFIC PROJECTIONS In order to evaluate the potential traffic impacts of the proposed project, the amount of traffic that could be generated (i.e., project traffic generation), and fixture traffic volumes on the surrounding street system (i.e., Year 2008 plus Background forecasts), need to be estimated. It is necessary to develop these projections in order to determine any potential traffic impacts that the project - generated traffic may have on the adjacent circulation system. This is done through a comparison of the Year 2008 plus Background scenario (representing future conditions without the proposed project) with the Year 2008 plus Background plus Project scenario (representing future conditions with the project). 5.1 Project Traffic Volumes A multi -step process was utilized to develop project traffic forecasts. The first step is project traffic generation, which estimates the total arriving and departing traffic at the project area on a peak hour and daily basis. The second step of the forecasting process is project traffic distribution, which involves the development of a geographic trip distribution pattern that identifies the origins /destinations of project traffic. The third step is project traffic assignment, by which project - generated trips are allocated to specific links on the street system. 5.1.1 Project Trip Generation Rates Traffic generation is expressed in vehicle trip ends, defined as one -way vehicular movements, either entering or exiting the generating land use. Generation factors and equations used in the traffic forecasting procedure are typically found in the Seventh Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington, D.C., 1997). Empirical trip rates have UNSCOii, LAW & GREENWAN, engineers LLG Ref. 2 -05 -2633 ��J J Hoag Hosolal Phase r9 TPO i .. ON a A 5 0.60 Free Flow B > 0.60 — 0.70 Rural Design C > 0.70 — 0.80 Urban Design D > 0.80 — 0.90 Maximum Urban Desi — 1.00 Capacity [E EF > 1.00 Forced Flow 4.4 Existing Traffic Conditions Table 2 summarizes the existing peak hour levels of service at the 15 study intersections. As shown, all of the intersections currently operate at satisfactory levels of service (i.e., LOS D or better) during the AM and PM peak hours. 5.0 TRAFFIC PROJECTIONS In order to evaluate the potential traffic impacts of the proposed project, the amount of traffic that could be generated (i.e., project traffic generation), and fixture traffic volumes on the surrounding street system (i.e., Year 2008 plus Background forecasts), need to be estimated. It is necessary to develop these projections in order to determine any potential traffic impacts that the project - generated traffic may have on the adjacent circulation system. This is done through a comparison of the Year 2008 plus Background scenario (representing future conditions without the proposed project) with the Year 2008 plus Background plus Project scenario (representing future conditions with the project). 5.1 Project Traffic Volumes A multi -step process was utilized to develop project traffic forecasts. The first step is project traffic generation, which estimates the total arriving and departing traffic at the project area on a peak hour and daily basis. The second step of the forecasting process is project traffic distribution, which involves the development of a geographic trip distribution pattern that identifies the origins /destinations of project traffic. The third step is project traffic assignment, by which project - generated trips are allocated to specific links on the street system. 5.1.1 Project Trip Generation Rates Traffic generation is expressed in vehicle trip ends, defined as one -way vehicular movements, either entering or exiting the generating land use. Generation factors and equations used in the traffic forecasting procedure are typically found in the Seventh Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE) [Washington, D.C., 1997). Empirical trip rates have UNSCOii, LAW & GREENWAN, engineers LLG Ref. 2 -05 -2633 ��J J Hoag Hosolal Phase r9 TPO i TABLE 2 EXISTING (2005) INTERSECTION PEAK HOUR LEVELS OF SERVICE Hoag Hospital Phase III TPO, Newport Beach 10 2633- tAS(existing).xls �5 71712005 1) Orange Street @ AM 0.74 C West Coast Highway PCH) PM 0.68 B 2) Prospect Street @ AM 0.76 C West Coast Highway CH PM 0.67 B 3) Balboa Boulevard/Superior Avenue @ AM 0.81 D West Coast Highway PCH) PM 0.72 C 4) Riverside Avenue @ AM 0.72 C West Coast Highway PCH) PM 0.72 C 5) Tustin Avenue @ AM 0.74 C West Coast Highway PCH) PM 0.61 B 6) Bay Shore Drive/Dover, Drive @ AM 0.68 B West Coast Highway PM 0.77 C 7) Bayside Drive @ AM 0.77 C East Coast Highway PCR) PM 0.65 B 8) Jamboree Road @ AM 0.63 B East Coast Highway PCH) PM 0.64 B 9) Newport Boulevard @ AM 0.46 A Via Lido PM 0.35 A 10) Newport Boulevard @ AM 0.56 A Hospital Road PM 0.74 C 11) Placentia Avenue @ AM 0.58 A Superior Avenue PM 0.52 A 12) Newport Blvd. SB Off -Ramp @ AM 0.79 C West Coast Highway PCH) PM 0.74 C 13) Superior Avenue @ AM 0.62 B Hospital Road PM 0.44 A 14) Hoag Drive/Placentia Avenue @ AM 0.34 A Hospital Road PM 0.40 A 15) Hoag Drive @ AM 0.52 A West Coast Hi hwa (PCH) PM 1 0.40 A 10 2633- tAS(existing).xls �5 71712005 been developed for Hoag Hospital's outpatient uses as part of the Hoag Master Plan EIR Traffic Study (prepared by LSA Associates in September 1991), and LLG's prior TPO study for Phase II. Table 3 presents a comparison of the outpatient trip rates from the three sources, and indicates that the outpatient trip rates from the Phase II TPO are 14% to 125% greater than the 1991 EIR's rates on a typical weekday and during the AM and PM peak hours. The Phase II TPO outpatient rates are 29% greater than the ITE (7u' Edition) trips rates for medical -dental office buildings for the AM peak hour, but are slightly lower (5% to 13 %) for a typical weekday and PM peak hour. More recent traffic counts at Hoag's driveways were not performed due to construction activities at Hoag Hospital that could result in an atypical "snapshot" of Hoag's existing traffic generation. 4 Therefore, any empirical trip rates derived from newer driveway counts may not accurately represent Hoag Hospital's traffic generation under typical circumstances (i.e., without major construction activities occurring). According to City staff, the empirical rates from the Phase II TPO study should be applied to this Phase III TPO analysis. These survey -based rates for outpatient uses are considered to be the most appropriate for use in this study (compared to the trip rates per the 1991 EIR and ITE 7"' Edition, and any recent field study if performed) because they are based upon actual field surveys conducted in 2001 (during typical/non -major construction conditions at Hoag), and therefore provide the best correlation to Hoag Hospital's unique tripmaking characteristics for outpatient facilities. 5.1.2 Project Trip Generation Estimates The empirical trip rates for outpatient uses per the Phase II TPO study, which are summarized in Table 3, were applied to the proposed outpatient building, and Cancer Center expansion (to calculate trip credits, as discussed below). Table 4 presents the gross trip generation estimates for the project. As part of Phase III, Hoag Hospital has relinquished the rights to construct the Cancer Center expansion (60,000 SF) that was previously included in the City - approved Phase II TPO study, and the trips attributable to that expansion were credited from the gross trips generated by the proposed 130,000 SF outpatient building. Table 4 presents the net trip generation estimates for the project after applying the trip credits from the Cancer Center expansion to the gross project trip generation. Table 4 indicates that the project is expected to generate approximately 2,394 net daily trips on a typical weekday, of which 224 net vehicle trips (126 net inbound, 98 net outbound) would occur during the AM peak hour, and 226 net vehicle trips (68 net inbound, 158 net outbound) would occur during the PM peak hour. 5.1.3 Project Traffic Distribution and Assignment The geographic distribution of traffic generated by developments such as the project is dependent upon the following factors: • the project's market/service area • location of site access points in relation to the surrounding street system U scurf. LAw & GREEmsPAN, engmen LLG Ref. 2 -05 -2633 t t Hoag Hospital Phase ID TPO POP N.Q6(KI21,i25 dtk i 13 "I PROJECT TRIP GENERATION RATE COMPARISON Hoag Hospital Phase III TPO Newport Beach, California Empirically Derived from Phase Il TPO Applied in this Phase IH TPO (trips per 1,000 SF) Outpatient 1 34.19 1 1.79 1 1.41 1 3.20 11 0.97 1 2.25 1 3.22 Other Sources for Comparison: Hoag Master Plan EHt Traffic Study jai Trip Rates (trips per 1,000 SF): Outpatient 7th Edition ITE Trip Rates (trips per 1,000 SF) Medical - Dental Office Building 29.90 B 1.00 1 0.42 1 1.42 n 0.67 1 1.06 j 1.73 E 36.13 11 1.96 1 0.52 1 2.48 0 1.00 j 2.72 1 3.72 1I Note: [a] Source: Hoag Memorial Hospital Presbyterian Master Plan Traffic Impact and Parking Analysis, prepared by LSA Associates, htc., September 1991. 12 d• r3 l 2633- TG.zls 6/22/2005 TABLE 4 PROJECT TRIP GENERATION ESTIMATES Hoag Hospital Phase III TPO Newport Beach, California I Trip Generation Rates (from Table 3) Outpatient Building (130,000 SF) Gross Project Trip Generation Less Cancer Center (60,000 SF) Trips from Phase 11 TPO as "Trip Credits" for Phase III Outpatient Building (130,000 SF) Net Project Trip Generation 34.19 11 1.79 1 1.41 1 3.20 U 0.97 1 2.25 1 3.22 1 4,445 1 233 1 183 1 416 11 126 1 293 1 419 (2,051) (107) (85) (192) (58) (135) (193) 2,394 11 126 f 98 1 224 N 68 1 158 1 226 13 2633 -TGxls 6/22/2005 M • location of parking areas, and ingress /egress availability at the parking areas • the sites proximity to major traffic carriers and regional access routes • physical characteristics of the circulation system such as lane channelization and presence of traffic signals that affect travel patterns ■ presence of traffic congestion in the surrounding vicinity Based upon these considerations, outpatient zip code information provided by Hoag Hospital, and prior traffic studies completed in the study area, a general traffic distribution pattern was developed for the project, which is illustrated on Figure 6. Figures 7 and 8 illustrate the project - generated net traffic volumes at the 15 key intersections during the AM and PM peak hours, respectively. 5.2 Year 2008 plus Background Traffic Forecasts The Year 2008 plus Background traffic projections account for existing traffic volumes, and include two growth elements over existing traffic volumes: (1) increase in the existing traffic volumes due to overall regional growth; and, (2) traffic generated by City- approved related projects (i.e., specific developments expected to be constructed by Year 2008 in the vicinity of the project study area). The following sections describe these two growth elements in existing traffic volumes. 5.2.1 Background Traffic Growth According to City staff, background traffic in the study area has been estimated to increase at a historical rate of approximately 1% per year compounded annually along Coast Highway, Newport Boulevard, and Jamboree Road. Future increases in background traffic due to regional development are expected to continue at the same rate: For the Year 2008, the existing (2005) traffic volumes along Coast Highway, Newport Boulevard, and Jamboree Road were increased by 1% per year compounded annually through Year 2008 to reflect area -wide regional growth in traffic. 5.2.2 Trip Generation for City - Approved Related Projects The traffic expected to be generated by future, City- approved related projects that are either under construction or proposed within the study area accounts for the second traffic growth element of the Year 2008 plus Background scenario. Table 5 presents a list of approved projects recently updated by the City of Newport Beach. For use in this study, the City also provided approved project traffic generation forecasts that were assigned at each of the 15 key intersections. 5.2.3 Year 2008 plus Background Traffic Volumes Figures 9 and 10 illustrate the Year 2008 plus Background AM and PM peak hour traffic volumes, respectively. Laf3COTT, Law & GFEDWAN, enginm LLG ME 245 -2633 14 Hoag Hospital Phase M TPO \';26X' fP2511 M33- rFo-rinnidx suw Yai� I V U / I � I 1 1 ! \ o / / I I \ \\ \ I N \ 1 \ z1 \ / ✓5x I I I I w,, Cm fiM'B�HCOZ \6�p \[{BZSOZ\OOBZ\�� 1 ZY / 1 / pr � 404° ABC Bl.J / \ / N \ 1 I YogJ i 0 ! I " I a /M \ N / 15 co (�s+z z r � 0 IB�[� a ffi � go� C �N qa a �F F a F No Wm o" 0 a� 0 0 N Q Q O Z a �w > u Y V � LL a a o�z oofO m� ?o j 6 m 2 -u!W 5 ,ZZ -90 ! o I Jll I o \ 1 14— / \ �I( 1 \ 1 \ f 0 I o b� I A ct 1 \ / II \ a I � / I a \ o_ \ 9 1 ,y I i t— a � I _ 1 6 16 tlT 9�y[- I[C92 \9�O�FC92SOL \0092 \:u Fa IL a— V 1`/© ` � U W a W O] � O 3 U w a° F � 5 O 6x n W � 0.� o_ u a WQ o W O a M m"dLM SWL -LL -90 p[LPSI dT 4+9'B- M159L\L`p \[{vLSpL \pp9t\u / V / o � I Jfl I 0 3fr f \ C l \ Ir o° �• "� ° 1 � l l ^0 1 ! Y / r \ \ Ilk \ / J �S / \ 1 rvb / I a, \ ! I _JI 4z�1r ! o �-o � 1 1 W W W 0 \V N S (] V ] m Oa U w w� �k II xa aXa W � ao X as w z w r F U W ti a° a oi- +w,66u SWE-cL -m �Ixs'R° em 5w'e- tti9E \Y`n\CCnzsOi \OwiVe I iF 1-6D1 1 \ Jil r 4 e / � I 6\ v I sa ^orr I 1 ) a +s . / LYS \ l J � \ / Mrv0 Jit 1 � V ` \ s¢ ) ) 061 — r \ 9t a I 1R S W i m x k7 U ] w m al 7 vw z a N O< x a �~ rl, o < e� Y °a U 4 0.1 O N J 33 / no$ SI I I £ sYyr / -- r I 611 \ — m \ I iF 1-6D1 1 \ Jil r 4 e / � I 6\ v I sa ^orr I 1 ) a +s . / LYS \ l J � \ / Mrv0 Jit 1 � V ` \ s¢ ) ) 061 — r \ 9t a I 1R S W i m x k7 U ] w m al 7 vw z a N O< x a �~ rl, o < e� Y °a U 4 0.1 O N J 33 h° °'� SWL -CL -9D 66�[6�60 GOl bw'OL- Kf9E \Y'G \Cf9L6pL \W9LV� r J r l ro9a1' 1 89f o r / \ l oe 1 r L<f \ 59 \ b) Nabs \ ` I Jll r 1 \ 1 l ll( 1 \\ \ � 1 � _ 1 \ a` i l -4s•�s ! /1 gee' r \ I ae _ ate. r \ l / IS 'r Ir a f 'bbl 1 J Lyf \ "p 1 fBt ( SZ6 I \ 88f1 _J 856JI f I pJ9if �� y V llq I J / � —zsz 1 1 4 1 \S91_ ?1r r 70 H z � U � m >0 .U+ w o o� xa a� 0 aQ 2Qo 0 a x a w 0 0 (dza(V 7� �4 i TABLE 5 APPROVED RELATED PROTECTS Hoag Hospital Phase III TPO, Newport Beach �1?Rfl.T.�T.1V,E .: °!v OCCiJPI�+D Fashion Island Expansion 36% Temple Bat Yahm Expansion 65% Ford Redevelopment 95% Cannery Lofts Village 0% Hoag Hospital Phase 11 0% Ciosa - Irvine Project 91% Newport Dunes 00/0 1401 Dove Street 0% Newport Auto Center Expansion 0% Olsen Townhome Project 0% Bayview Landin g Senior Housing 0° /a Birch Bayview Plaza H 0% 4941496 Old Newport Blvd. 0% 401 Old Newport Blvd. 0% Newport Technology Center 0% 1901 WestCliffSurgicaiCenter 1 0% 5.3 Year 2008 plus Background plus Project Traffic Forecasts The estimates of project - generated net traffic volumes were added to the Year 2008 plus Background forecasts to develop traffic projections for the Year 2008 plus Background plus Project scenario. The resulting traffic volumes at each of the 15 key intersections are illustrated in Figures 11 and 12 during the AM and PM peak hours, respectively. 6.0 TRAFFIC IMPACT ANALYSIS This section presents a comparison of conditions with and without the project at each analyzed intersection to determine the incremental effect of project trips on Year 2008 traffic conditions. Detailed calculations for ICU values and the resulting levels of service are included in Appendix A. This traffic impact analysis follows the procedures set forth in the City of Newport Beach Traffic ( Phasing Ordinance (TPO). The TPO calls for a two -step process to determine potential project impact: (1) an initial traffic contribution analysis at each designated study intersection, and (2) a complete volume- to- capacity/ICU level of service analysis at those intersections that met the criteria of the initial analysis. j The initial traffic analysis, also called the "1% Traffic Volume Analysis" compares the AM and PM 1 peak hour project - generated traffic to Year 2008 plus Background traffic volumes at the key study intersections. If the proposed project generates the equivalent of 1% or more of the Year 2008 plus 1 LINscon, LAW S GREENspm, engineers LLG Ref: 2 -05 -2633 20 Hoag Hospital Phase IQ mPo 35 tii,'3Gin„t!t2h;iv'bi 3- rytmiel J:r I I I J1 �61J \ 5*� -uE Swz-Z2 -90 .1", . 6W., I 091 ^ Z61Z a V u° \ C[ 1 �_ / I r .r.9 J I �I/ \ LbS \ —6S 1 JI i 9996(\ r lj egol LIX 1 / Ill\ IV tbJ \ � Bl v t 1 r�r I I 20 tB ) � 1 n � 1 [z1J < <9rr I \ orz SB x° \ Jf � I1 ua Jii� 1 r 6[I I 91 �p"!r W `3 UW U W� Q O] 0 a> o +U qr Z o O a(� Up � �x a +� W0. 0 0 N "�y U o x i 1 t i i 1 `fB I J I B I wN �1( ry /� S9 \ �I2 I it I �v 41 r \ � n � 9�q 1 I yi \ /SZ I I 1 � \ 4s •�!' SWL -L2 -W ff�90 f! dT 6p'L�- Kf9L \q`V \ffazSOL\M9Z \��l m� /I 1 x 3 I rerJ � BZ6 1 \ 96f1 o\ooJ $ 1 /rye \ Q / X61 \ r-soc I c n \ FS / o \ Li a I A341,11- I 22 as E+(ma� C� t- 0.; rc 0 (5 q a a a o x� bi C?O i xa oao o1a a d i I ✓l Background volume on one or more approaches of a study intersection, that intersection will require detailed ICU level of service analysis to determine whether the project would cause a significant traffic impact at the intersection, and therefore require mitigation measures to address the project's significant impact. 6.1 1% Traffic Volume Analysis Table 6 presents the calculations for the I% Traffic Volume Analysis. Detailed worksheets for this test are also included in Appendix A. As indicated in Table 6, 13 out of the 15 key intersections met the 1% Traffic Volume Analysis criteria, and therefore warrant the overall ICU detailed traffic impact analysis. The intersection of Newport Boulevard @ Via Lido, and the intersection of Superior Avenue @ Hospital Road, did not meet the test, so detailed level of service /traffic impact analysis was not performed at these two 1 intersections. 6.2 Significant Traffic Impact Criteria In order to provide a quantitative basis for determining the significant traffic impact at a specific location, it was necessary to establish the criteria to be used in the analysis of intersections for this study. Per the City's TPO guidelines, the project is considered to have a significant impact if the following criteria are met: ■ the ICU value under `with project" conditions is 0.91 or greater (LOSE or F), and ■ the ICU increase attributable to the project is 0.01 or greater. A significant traffic impact caused by the project is considered to be mitigated when project- related improvements modify the ICU value to less than or equal to 0.90, or an ICU value to less than or equal to the "without project" ICU. 6.3 Year 2008 plus Background Traffic Conditions The projected Year 2008 plus Background peak hour traffic volumes were analyzed to determine the level of service for each of the analyzed intersections. Table 7 indicates that all of the analyzed intersections are projected to operate at LOS D or better during the AM and PM peak hours. 6.4 Year 2008 plus Background plus Project Traffic Conditions The Year 2008 plus Background plus Project peak hour traffic volumes were analyzed to determine the level of service for each of the analyzed intersections. Based upon the application of the significance criteria described previously, Table 7 indicates that the project is not expected to cause significant traffic impacts at any of the key intersections; therefore, mitigation measures are not 1 necessary. t . L1 =TC, Law & GREEmpm. engknefs LLG W. 2 -05 -2633 23 Hoag Hospital Phase M TPO *r:.eeEAZO2633 :63 -,p finh!d,K i t l t i r :j 1 i { Z f t f' l w i TABLE 6 1% TRAFFIC VOLUME ANALYSIS Hoag Hospital Phase III TPO, Newport Beach 7. Ilia +%"wma$ At �i wl.Wl"Aj .V ' I. Orange Street @ NB 1 0 No 1 0 No West Coast Highway SB 1 0 No 1 0 No (PCH) EB 33 25 No 15 14 No WB 12 20 Yes 31 32 Yes 2. Prospect Street @ NB 1 0 No 0 0 No West Coast Highway SB 2 0 No 1 0 No (PCH) EB 34 25 No 15 14 No WB 12 20 Yes 30 32 Yes 3. Balboa Boulevard/ NB 7 0 No 6 0 No Superior Avenue @ SB 5 0 No 13 0 No West Coast Highway EB 35 25 No 18 14 No PCH WB 0 8 20 Yes 29 1 32 Yes 4. Riverside Avenue @ NB 0 0 No 0 0 No West Coast Highway SB 4 0 No 5 0 No (PCH) EB 25 25 No 20 40 Yes WB 14 32 Yes 25 17 No S. Tustin Avenue @ NB 0 0 No 0 0 No West Coast Highway SB 1 0 No 1 0 No (PCH) EB 25 25 No 19 40 Yes WB 15 32 1 Yes 27 17 No 6. Bay Shore Drive/ NB 1 0 No 1 0 No Dover Drive @ SB 12 6 No 12 3 No West Coast Highway EB 24 25 Yes 18 40 Yes PCH WB 1 21 25 Yes 37 14 No 7. Bayside Drive @ NB 5 0 No 3 0 No East Coast Highway SB 1 0 No 2 0 No (PCH) EB 34 20 No 26 32 Yes WB 17 25 Yes 9 35 1 14 j No 8. Marine Drive / NB 5 0 No 4 0 No Iamboree Road @ SB 11 13 Yes 23 7 No East Coast Highway EB 31 20 No 22 32 1 Yes PCH WB 12 13 1 Yes 23 7 No 2633- 1 %Test.doe 24 3A 6r22/2oos t f 1 i f 1 I 1 i t i TABLE 6 (Continued) 1% TRAFFIC VOLUME ANALYSIS Hoag Hospital Phase III TPO, Newport Beach I 8 o a o c.d a to a a v t t ut Da Note: (a] ICU Analysis is required at an intersection if the peak hour project - generated trips will increase traffic on any annroach of the intersection by 1 % or more during any peak hour. Therefore, if the peak hour project - generated trips are equal to, or greater than 1% of Year 2008 + Background (i.e., future conditions without the project) peak hour traffic volumes, then the intersection should be subjected to detailed ICU level of service analysis. ICU analysis will not be necessary at the intersection if 1% of Year 2008 + Background trips equal zero, and the project - generated trips also equal zero. 2633 -1 % Testdoc 25 Aa 6/22,2005 tft 4 of kJt v' Q; �f 1 �{�4tlSp fi i+y PA .�Elm y EZ +,ySt',.�'. t^-• t 1 "L�ry Newport \ . bT {Yj fr ,' �4e % ,. .. �j''` Y { rf ' r�� tta i� ~ . .t,a .; a'4a�'Y3S s. VS[ if t e.. t *`luj{�iut ?Ji @ Hospital Road I N I 1 It. Placentia Avenue I Superior Avenue j Newport :\ t t t :. t\ , Coast West Dv (P Yes >€ t P 1t frt n x: E41 yS \.- .. t Coast . Note: (a] ICU Analysis is required at an intersection if the peak hour project - generated trips will increase traffic on any annroach of the intersection by 1 % or more during any peak hour. Therefore, if the peak hour project - generated trips are equal to, or greater than 1% of Year 2008 + Background (i.e., future conditions without the project) peak hour traffic volumes, then the intersection should be subjected to detailed ICU level of service analysis. ICU analysis will not be necessary at the intersection if 1% of Year 2008 + Background trips equal zero, and the project - generated trips also equal zero. 2633 -1 % Testdoc 25 Aa 6/22,2005 i r l t' i ( S is t 3 V l 't a TABLE 7 YEAR 2008 + BACKGROUND + PROJECT INTERSECTION PEAK HOUR LEVELS OF SERVICE Hoag Hospital Phase III TPO, Newport Beach Note: [a] Intersection did not meet the 1 °k Traffic Volume Test criteria for detailed ICU level of service analysis. 26 At 2613- 1AS(y=2008).zls ff=2005 t 1) Orange Street@ AM 0.78 C 0.78 C 0.00 - West Coast Highway (PCH) PM 0.72 C 0.72 C 0.00 - 2) Prospect Street @ AM 0.80 C 0.81 D 0.01 - West Coast Highway (PCH) PM 0 -71 C 0.71 C 0.00 3) Balboa Blvd. /Superior Ave. @ AM 0.85 D 0.86 D 0.01 - West Coast Highway (PCH) PM 0.75 C 0.76 C 0.01 - 4) Riverside Avenue @ AM 0.76 C 0.71 C 0.01 - West Coast Highway (PCH) PM 0 -76 C 0.77 C 0.01 5) Tustin Avenue @ AM 0.79 C 0.80 C 0.01 - West Coast Highway (PCH) PM 0.65 B 0.65 B 0.00 6) Bay Shore Drive/Dover Drive @ AM 0.72 C 0.72 C 0.00 - West Coast Highway (PCH) PM 0-82 D 0 -83 D 0.01 - 7) Bayside Drive @ AM 0.82 D 0.82 D 0.00 - Bast Coast Highway (PCH) PM 0.72 C 0.72 C 0.00 8) Jamboree Road @ AM 0.67 B 0.68 B 0.01 - Fast Coast Highway (PCH) PM 0.70 B 0.70 B 0.00 - 9) Newport Boulevard @ AM [a] [a1 1e1 (a] [a] [a] Via Lido PM [a] [a1 [a] [a] [a] [a] lo) Newport Boulevard @ AM 0.61 B 0.62 B 0.01 - Hospital Road PM 0.81 D 0.81 D 0.00 If) Placentia Avenue @ AM 0.63 B 0.64 B 0.01 - Superior Avenue PM 0.55 A 0.56 A 0.01 12) Newport Blvd. SB Off-Ramp @ AM 0.83 D 0.87 D 0.04 - West Coast Highway (PCH) PM 0.77 C 0.79 C 0.02 13) Superior Avenue @ AM [a] [a1 [a] [a] [a] [a] Hospital Road PM [a) [a] [al [a] [a] [a] 14) Hoag Drive/Placentia Ave. @ AM 0.43 A 0.44 A 0.01 - Hospital Road pM 0.45 A 0.45 A 0.(0 - t 5) Hoag Drive @ AM 0.56 A 0.58 A 0.02 - West Coast Highway (PCH) pM 0.43 A 0.54 A 0.11 Note: [a] Intersection did not meet the 1 °k Traffic Volume Test criteria for detailed ICU level of service analysis. 26 At 2613- 1AS(y=2008).zls ff=2005 a t 6.5 Mitigation Measures Based upon the application of the significance criteria for TPO studies, the project is not expected to cause significant traffic impacts at any of the key intersections. Therefore, mitigation measures are not necessary. 7.0 SITE ACCESS Figure 13 illustrates the site plan for the project. The proposed 130,000 SF outpatient building will be located in the Lower Campus, west of the existing Cancer Center, and north of the existing Conference Center. Vehicular access for the project will be along Hoag Drive (Hoag Drive is the primary internal roadway that connects the Lower Campus to the Upper Campus), via the following three driveways; ■ Driveway #1: Located approximately 140 feet east of the "internal" intersection in the Lower Campus closest to West Coast Highway (that " intemal" intersection is located 180 feet north of the Hoag Drive @ West Coast Highway intersection). This driveway would provide access to a five- to six -level parking structure located immediately west of the proposed outpatient building. ■ Driveway #2: Located approximately 480 feet east of the "internal" intersection in the Lower Campus closest to West Coast Highway (that "internal" intersection is located 180 feet north of the Hoag Drive @ West Coast Highway intersection). This driveway would provide access to an outpatient pick-up/drop-off loop serving the proposed building, and will be located directly opposite of the existing driveway for the Conference Center on the south side of Hoag Drive. ■ Driveway #3: Located approximately 880 feet east of the "internal" intersection. in the Lower Campus closest to West Coast Highway (that "internal" intersection is located 180 feet north of the Hoag Drive @ West Coast Highway intersection). This driveway would provide access to a two -level parking structure located southeast of the existing Cancer Center building. The three driveways for the project would be accessible from either West Coast Highway to the south, or Hospital Road to the north. 8.0 CONCLUSIONS ■ Proiect Description: The project, which represents Phase III, involves the development of a 130,000 SF outpatient building in the Lower Campus. The anticipated completion year for the project is Year 2007. As part of Phase III, Hoag Hospital has relinquished the rights to construct the Cancer Center expansion (60,000 SF) that was previously included in the City - approved Phase II TPO study, and the trips attributable to that expansion were credited from the gross trips generated by the proposed 130,000 SF outpatient building. f a .. LWSCOri, LAW & GREEMPM, engineers 27 r LLG Ref. 2 -05.2633 Hoag Hospital Phase IQ TPO N 123 ArJ:9.!426ii ;k2 .;3.,Prx" eE &e I --�- . awc -m -m or'tpo� am syc�- uwz\aro \ccszsoz\oaez \ti a a m W W W w S ii Uz Fri 0 a a= 4 W Q a J N N O 2 0 Q O 2 I ® J U N O 2 4,3 rl a a m W W W K 3 Uz Fri 0 a a= aW W Q a J N N O 2 0 Q O 2 ® J U N O 2 4,3 ■ Study Scope: A total of 15 key intersections were selected by the City for the TPO study. The traffic scenarios that were evaluated include: existing conditions, Year 2008 plus Background, and Year 2008 plus Background plus Project. ■ Existing Traffic Conditions: All of the 15 key intersections currently operate at satisfactory levels of service (i.e., LOS D or better) during the AM and PM peak hours. ■ Project Trip Generation: The project is expected to generate approximately 2,394 net daily trips on a typical weekday, of which 224 net vehicle trips (126 net inbound, 98 net outbound) would occur during the AM peak hour, and 226 net vehicle trips (68 net inbound, 158 net outbound) would occur during the PM peak hour. ■ Year 2008 plus Background Traffic Conditions: All of the analyzed intersections are projected to operate at LOS D or better during the AM and PM peak hours. • Year 2008 plus Background plus Proiect Traffic Conditions: All of the analyzed intersections are projected to operate at LOS D or better during the AM and PM peak hours. Based upon the application of the significance criteria for TPO studies, the project is not expected to cause significant traffic impacts at any of the key intersections. Therefore, mitigation measures are not necessary. Site Access: Vehicular access for the project will be along Hoag Drive (Hoag Drive is the primary internal roadway that connects the Lower Campus to the Upper Campus), via three driveways. Two driveways provide access to parking structures, and a third driveway would provide access to an outpatient pick -up /drop -off loop for the proposed building. l.. Uwscon. Law g GaEasraw, engfrree's 29 LLG M. 2-05 -2633 Hoag Hospital Phase In TPO�L nl . l APPENDIX A Level of Service Worksheets l I a5 a , ) I 1 f } I �j l } t It 1 O o �NRR �5 O �aBE ooa �$8 Y V V 3 5 WYm� oad` A•1 m Q � j V m W k WU �u o� m G H U W $Z a_ 7 ^� ZWdu A•1 Na° $Z a_ ° CF�4 w zzgw ° -so p S°@ a H8PJ Ho °m �iA ^ r O r 4, r `"� r o0o PoP oao 000 }% ,vry 00 Oa om Orya ':.p AO O:F . 0 4 llOO iT. CC11 � "J'`'� 0°O 000 ONO PRO '(lp 31 gPm `oN o O` AC D'r ` ONN NN� tVO� ^` ++o:. - Poo oP0 om° O�m,•° cc oo do coo • ' 'F N O W NO C�11�N N ^ M1 o ':� iJF• iM1M1M1FFF S o 0 H O 0 o O� c c O Ei O o o c i0: '.:e£_ M1 U o t C. m@ @m m @•E hdy PNN NI�N NO� .:'.: .a,Oµ'e.•� a33 22 mma W w UJ A•1 zmnmo 3 O xg @� U p Q m la zmw3 O S pp]] m � � Zmm1m m`m 3 V�mo r aqr E2 w qOm �Qm y P m �$ mmmm rc'u�nmr � zmw� ILL �C Y: UU 4 Na° $Z a_ ° w zzgw E �iA m •' aml rQ� zmnmo 3 O xg @� U p Q m la zmw3 O S pp]] m � � Zmm1m m`m 3 V�mo r aqr E2 w qOm �Qm y P m �$ mmmm rc'u�nmr � zmw� ILL �C Y: UU 4 Egg CY OT J O U om oma g g wa S I J 3 s mkt � M H N 0 X 3 m mm a ¢U � L Nm, o i � a Oa O$ a O O M m7 E W COO' pO YY OO d g O pG' O O pGO' pGOO °Qm S U� �N �.. 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