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19-1015_RIVER STREET SJC, LLC_Agenda Report_D1_Attachment_10_Part_2 April 2019 Page 3-1 3. Revisions to the Draft EIR 3.1 INTRODUCTION This section contains revisions to the DEIR based upon (1) additional or revised information required to prepare a response to a specific comment; (2) applicable updated information that was not available at the time of DEIR publication; and/or (3) typographical errors. This section also includes additional mitigation measures to fully respond to commenter concerns as well as provide additional clarification to mitigation requirements included in the DEIR. The provision of these additional mitigation measures does not alter any impact significance conclusions as disclosed in the DEIR. Changes made to the DEIR are identified here in strikeout text to indicate deletions and in underlined text to signify additions. 3.2 DEIR REVISIONS IN RESPONSE TO WRITTEN COMMENTS The following text has been revised in response to comments received on the DEIR. Table 1-1 and Section 5.14, Utilities and Service Systems, Subsection 5.14.1.1. Mitigation Measure USS-1 has been modified. USS-1 Prior to issuance of building permits, the project applicant shall upsize pipe segment D15704 between manhole D10135 on Los Rios Street and manhole D11155 on Del Obispo, from 8 inch to 12 inch diameter pipe. Prior to upsizing the line, the project applicant and the City or applicable wastewater provider shall enter into a development reimbursement agreement for said improvements such that the applicant will be reimbursed for costs incurred in exceedance of its fair share contribution. Figures 3-2, 3-3, 3-5, 5.1-6, 5.1-7, and 5.1-8. The figures on the following page were updated to reflect the most current project plans and in response to Comment A5-1 from Orange County Transportation Authority and response to Comments R14-44, R14-50, and R14-52 from Resident Jeff Vasquez. Page 3-28, Section 3, Project Description. The following table is revised in response to Comment A4-1, from Orange County Public Works. Lead Agency Action San Juan Capistrano City Council x Certification of the EIR x Adoption of the Specific Plan Amendment to the Los Rios Specific Plan x Adoption of a General Plan Amendment (GPA 18-002) RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-2 PlaceWorks x Adoption of a Code Amendment (CA 16-003) x Approval of Architectural Control (AC 16-029) x Approval of a Grading Plan Modification (GPM 16-014) x Approval of Flood Plain Land Use Permit (FP 16-003) x Approval of Tree Removal Permit (TRP 16-047) x Approval of Site Plan Review (SPR 16-007) x Approval of Sign Program (SP 16-037) x Approval of Development Agreement (DA 18-002) Responsible Agencies Action Santa Ana Regional Water Quality Control Board San Diego Regional Water Resources Control Board x Issuance of a National Pollution Discharge Elimination System Permit (NPDES) for future construction activities Orange County Flood Control x Encroachment permit within OCFCD right-of-way x Right-of-way easement for street improvements on Paseo Adelanto Federal Emergency Management Agency (FEMA) x Conditional Letter of Map Revision/Letter of Map Revision (CLOMR-F/LOMR) approval process. Page 5.8-5, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. South Orange County San Diego Regional MS4 Permit Whereas the General Construction Permit are issued statewide, MS4 permits are issued by local RWQCBs in order to provide the permits with the means to address stormwater quality issues specific to the local watershed or region. As a result, MS4 permits are a more prescriptive level of regulation, requiring permittees to develop and implement a stormwater-management program with the goal of reducing the discharge of pollutants to the maximum extent practicable (MEP). The MEP standard is a more stringent performance standard than BCT/ BAT established for the General Construction Permit. The stor mwater management program or Drainage Area Management Plan (DAMP), as it is referred to in the MS4 Permit, must specify SARWQCB- approved BMPs. The proposed project and its facilities would discharge into the MS4 within the jurisdiction of the City of San Juan Capistrano. Pursuant to the South Orange County San Diego Regional MS4 Permit (Order No. R9-2013- 0001, as amended by Order Nos. R9-2015-0001 and R9-2015-0100), the City is responsible for controlling or limiting urban pollutants generated by construction and post-construction activities from reaching their MS4s. The proposed project is, therefore, subject to the requirements of the South Orange County San Diego Regional MS4 Permit as it is applied by the permittee and its co-permittees. PlaceWorks Figure 3-2 - Local Vicinity Source: ESRI, 2018 0 Scale (Feet) 2,000 5 5 74 San Juan Capistrano Dana Point Laguna Niguel La Novia AveDel Obispo StSan Juan Creek RdCamino CapistranoLa Nov ia Ave Ortega H wyRancho V ie jo RdCamino Cap is t rano Street of the Golden LanternSan Juan CreekRiver Street Project Boundary /RV5LRV6SHFL¿F3ODQ%RXQGDU\Golf Club DrAlipaz StPaseo Adelanto3. Project Description RIVER STREET MARKETPLACE PROJECT DRAFT EIR CITY OF SAN JUAN CAPISTRANO Los Rios StRailroad Amtrak/Metrolink San Juan Capistrano Station RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-4 PlaceWorks This page intentionally left blank. PlaceWorks Figure 3-3 - Aerial Photograph Source: Google Earth, 2018; Applied Planning, 2017 0 Scale (Feet) 350 Residential Mission San Juan Capistrano Residential CommercialCommercial Capistrano Laguna Beach ROP DM Color Express Verdugo St El Cam ino Rea lLos R ios S tCal le La Pu r is imaAvenida De lLa V is ta Via Be la rdes Call e L u c a n a Paseo Ade lan to Del Obispo St River Street Project Boundary Los Rios 6SHFL¿F3ODQ%RXQGDU\ Ramos St Camino CapistranoAdelan toAdAdedelelalanntantntonttotoTrabuco Canyon Channe l 3. Project Description RIVER STREET MARKETPLACE PROJECT DRAFT EIR CITY OF SAN JUAN CAPISTRANO Los Rios St/RV5LRV6SHFL¿F3ODQ%RXQGDU\ 3URMHFW6LWH%RXQGDU\ River St Amtrak/Metrolink San Juan Capistrano Station Railroad RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-6 PlaceWorks This page intentionally left blank. Source: Applied Planning, Inc., 2018PlaceWorksFigure 3-5 - Conceptual Building Elevations: Marketplace, Mercantile, and Greenhouse0Scale (Feet)70RIVER STREET MARKETPLACE PROJECT DRAFT EIRCITY OF SAN JUAN CAPISTRANONorth Elevation South Elevation East Elevation West ElevationNorth Elevation South Elevation East ElevationWest ElevationNorth Elevation South Elevation East Elevation West ElevationMarketplace ElevationsMercantile ElevationsGreenhouse Elevations0Scale (Feet)600Scale (Feet)603. Project Description RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-8 PlaceWorks This page intentionally left blank. Figure 5.1-6 - View Simulation D5. 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Revisions to the Draft EIR Page 3-10 PlaceWorks This page intentionally left blank. Buuiiillldddiinnnggg SSScconceFFFFFFFeeeeeeeeessssssttttooooooooonnnnn LighhhhhhhtiiiinnnnnnngggggggTTTTTTrrrrrreeeeeeeeeeee UUUUUUUUUUUppppppplllllllliiiiiiiggggggghhhhhttttttiiinnnnnnnggggggggParking Pedestrian BollardTTTrrrreeeeeeee LLaaaantern LLigggghhhttiinggCanopy and Trelliiissss DDDDDDDDownlightSource: Studio K1, 2019PlaceWorksFigure 5.1-7 - Site Lighting PlanRIVER STREET MARKETPLACE PROJECT DRAFT EIRCITY OF SAN JUAN CAPISTRANO5. Environmental Analysis RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-12 PlaceWorks This page intentionally left blank. 6WDWLVWLFV'HVFULSWLRQ 6\PERO $YJ 0D[ 0LQ 0D[0LQ $YJ0LQ3DUNLQJ IF IF IF 3HGHVWULDQ&LUFXODWLRQ IF IF IF ннSource: Studio K1, 2019PlaceWorksFigure 5.1-8 - Photometric Analysis0Scale (Feet)80RIVER STREET MARKETPLACE PROJECT DRAFT EIRCITY OF SAN JUAN CAPISTRANO5. Environmental Analysis RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-14 PlaceWorks This page intentionally left blank. RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR April 2019 Page 3-15 Page 5.8-16, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. As stated previously, the project would be constructed and operated in accordance with the South Orange County San Diego Regional MS4 Permit (Order No. R9-2013-0001, as amended by Order Nos. R9-2015-0001 and R9-2015-0100). The MS4 Permit requires new development and redevelopment projects to adopt a WQMP to control contaminants into storm drain systems, educate the public about stormwater impacts, detect and eliminate illicit discharges, control runoff from construction sites, and implement BMPs and site-specific runoff controls and treatments. A WQMP has been developed for this project and is provided in Appendix G2 of this DEIR. Page 5.8-22, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. LL e ve l of Sig n i fi c a n c e b e fore M i ti g a ti on : With implementation of Clean Water Act, National Pollution Discharge Elimination System, Statewide General Construction Permit requirements, and South Orange County San Diego Regional MS4 Permit (Order No. R9-2013-0001, as amended by Order Nos. R9-2015-0001 and R9-2015-0100), Impact 5.8-1 would be less than significant. Page 5.8-27, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. As discussed previously in Impact 5.8-1, the project would implement LID, site design, and source control stormwater treatment measures in accordance with the South Orange County San Diego Regional MS4 permit. Implementation of the bioswales and stormwater infiltration systems would remove trash, debris, and sediment and provide natural filtration of pollutants from the stor mwater runoff prior to discharge to the county’s storm drain system. Therefore, implementation of the proposed project would reduce the amount of sediment in stormwater exiting the site, and the impacts related to erosion and siltation would be less than significant. Page 5.8-28, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. The existing flap gate at the culver outlet into Trabuco Creek and the secondary overflow path at the bike path connection to Trabuco Creek would continue to operate under the proposed conditions. As stated previously, during coincidental storm events the flap gate will be closed until the site’s flood elevation reaches 90.40 at which time the flap gate will begin to open to release runoff. Additionally, the secondary overflow elevation is 93.05 feet msl and buildings south of the project site have an existing finished floor elevation of 93.80 feet’ msl. Therefore, even in the unlikely condition that the flap gate locked and the detention basin upstream backs up, the secondary overflow plan ensures that if water levels reached an elevation of 93.05 feet msl it would drain directly into the flood control channel and would not flood the downstream buildings south of the project site. As discussed previously in Impact 5.8-1, the project would implement LID, site design, and source control RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-16 PlaceWorks stormwater treatment measures in accordance with the South Orange County San Diego Regional MS4 permit. Implementation of the bioswales and stormwater infiltration systems would remove pollutants, such as, trash, debris, and sediment and provide natural filtration of pollutants from the stormwater runoff prior to discharge to the county’s storm drain system. Therefore, implementation of the proposed project would reduce the amount of pollutants in stormwater exiting the site, and the impacts related to erosion and siltation would be less than significant. Page 5.8-28, Section 5.8, Hydrology and Water Quality. The reference to the MS4 permit is revised in response to Comment A4-2, from Orange County Public Works. Regional Orange County Flood Control Act South Orange County San Diego Regional MS4 Permit (Order No. R9-2013-0001, as amended by Order Nos. R9-2015-0001 and R9-2015-0100) Page 5.11-1, Section 5.11, Public Services. The following text is revised in response to Comment A3-1, from the Orange County Fire Authority. Stations, Apparatus, and Staff The Orange County Fire Authority (OCFA) provides fire protection and emergency medical services to the City of San Juan Capistrano. OCFA’s Operations Department is organized into nine 10 battalions; the project site is in the service area of Battalion 6, which extends from the City of Laguna Beach south to the City of San Clemente and inland eastward nearly to the east County boundary. OCFA Battalion 6 includes nine fire stations. Two other agencies operate fire stations in Battalion 6’s territory: the Laguna Beach Fire Department operates four fire stations, and the Cleveland National Forest operates the San Juan Hot Springs Fire Station (OCFA 2018). Page 5.12-6, Section 5.12, Transportation and Traffic. The referenced speed limit for Los Rios Street is corrected in response to Comment R7-20, from Michael Laux. Los Rios Street is a local residential collector (two-lane, undivided roadway) that extends in the north- south direction, and borders the project site to the east. Parking is permitted only on the west side of this roadway within the vicinity of the project. The speed limit on Los Rios Street is 25 15 mph. Page 5.12-6, Section 5.12, Transportation and Traffic. The referenced speed limit for Los Rios Street is corrected in response to Comment R7-21, from Michael Laux. Del Obispo Street is designated as a secondary arterial; however it is constructed as a primary arterial (four-lane divided roadway) that extends more or less in the north-south direction, south of the project site. Del Obispo Street is a four-lane divided roadway between Ortega Highway and Aguacate and between RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR April 2019 Page 3-17 the Vermeulen Driveway and Pacific Coast Highway in Dana Point, but it has three two lanes (one lane in each direction) between Aguacate Road and Vermeulen Driveway. Although Del Obispo Street is designated as a Secondary Arterial in the City’s Circulation Element, it functions as a six-lane facility between Camino Capistrano and Alipaz Street due to the provision of dual left turn lanes and the added capacity at the signalized intersections of Camino Capistrano, Paseo Adelanto and Alipaz Street. Nevertheless, this segment of Del Obispo Street was evaluated as a four-lane divided arterial to provide a conservative traffic assessment. It is designated as a hot spot between Camino Capistrano and Alipaz Street. Parking is only permitted on the northside and southside of the roadway between Alipaz Street and Aguacate Road within the vicinity of the project. The posted speed limit on Del Obispo Street from Calle Aspero to Ortega Highway is 35 mph. The posted speed limit on Del Obispo Street south of Calle Aspero is 40 mph. The study intersections of Del Obispo Street at Camino Capistrano, Paseo Adelanto, Alipaz Street and Camino Del Avion are controlled by traffic signals. The study intersection of Del Obispo Street at Los Rios Street is controlled by onetwo-way stop. RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO 3. Revisions to the Draft EIR Page 3-18 PlaceWorks This page intentionally left blank. RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO Appendix April 2019 Appendix A. Hydrology and Hydraulics Memorandum RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO Appendix PlaceWorks This page intentionally left blank. _________________________________________________________________________________________________________ 65 Enterprise 949.330.6730 Aliso Viejo, CA 92656 April 9, 2019 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, Ca RE: River Street Marketplace | Hydrology and Hydraulics Clarification To Whom it May Concern, In response to public comments received from the circulation of the draft environmental impact report for River Street Marketplace, we have drafted this clarification for the Hydrology and Hydraulics to specifically address the areas adjacent east of the site. The existing residential development immediately east of River Street Marketplace currently drains south and west and crosses onto the subject property. The stormwater collects at two on-site localized depressions where it is either infiltrated or evaporates over time. Under developed conditions, we will maintain the existing property line elevations, intercept the flows with vegetated swales and convey the stormwater into inlets which convey the stormwater away from the residential development. The storm drains inlets have been designed with inserts that prevent backflow, therefore, water cannot bubble up out of the inlets. By maintaining the existing property line elevations, there is no change to the hydraulic conditions on the residential side of the property line and therefore, there are no proposed restrictions of the stormwater flows on the residential side of the property line. The proposed on-site storm drains will adequately convey the proposed development as well as the flow crossing the property line from the residential areas into the storm drain system. The storm drain system is designed to not back up into the residential development. Sincerely, Matt Loser, PE, LEED AP Managing Member Valley Civil Design Group RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO Appendix April 2019 Appendix B. Traffic Memorandum RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO Appendix PlaceWorks This page intentionally left blank. MEMORANDUM N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx To: Mr. David Contreras City of San Juan Capistrano Date: April 29, 2019 From: Richard Barretto, P.E., Principal Zawwar Saiyed, P.E., Senior Transportation Engineer Linscott, Law & Greenspan, Engineers LLG Ref: 2.17.3910.1 Subject: Response to DEIR Comments on the Revised Traffic Impact Analysis Report for River Street Development, San Juan Capistrano Linscott, Law & Greenspan, Engineers (LLG) is pleased to provide the following responses to address traffic-related public comments received on the Draft Environmental Impact Report (DEIR) for River Street Development project (hereafter referred as “Project”) in San Juan Capistrano. The public comments are referenced in our responses provided below. Comment 1. Caltrans: While the existing traffic count data from November 2017 does not appear to have a significant impact, the department requests more recent traffic count data and queueing analysis at 1-5 Southbound and Ortega ramps to reflect current traffic impacts. Response 1. Comment acknowledged. Counts were collected at these ramps on November 2018 for the Tirador Project and are very similar to the November 2017 counts analyzed in the River Street Project. Comparison of these traffic counts show no significant change in traffic volumes. Additionally, level of service (LOS) calculations were evaluated at the I-5 Southbound Ramps at Ortega Highway, as well as the I-5 Northbound Ramps at Ortega Highway using November 2018 traffic counts that were provided by the City of San Juan Capistrano. The analyses show no significant change in ICU/Delay with no change in LOS values when compared to the November 2017 traffic counts evaluated in the Traffic Impact Analysis Report for the Project. Tables 1 and 2 presents the comparison between the November 2017 and November 2018 Existing LOS for both the Intersection Capacity Utilization (ICU) Methodology and Highway Capacity Manual (HCM) Methodology. Appendix A also provides the Year 2017 and 2018 counts and LOS calculation worksheets for existing conditions. Based on this evaluation, it is concluded that no additional counts or analyses are required or recommended, and further yet, the findings, conclusions and recommendations in The Traffic Impact Analysis Report for River Street remain valid. Mr. David Contreras April 29, 2019 Page 2 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx TABLE 1 YEAR 2017 VS YEAR 2018PEAK HOUR INTERSECTION CAPACITY ANALYSIS ICUMETHOD OF ANALYSIS1 Key Intersection (1) (2) (3) Time Period Existing (Year 2017) Traffic Conditions Existing (Year 2018) Traffic Conditions ICU LOS ICU LOS 1.I-5 NB Ramps at AM 0.769 C 0.720 C Ortega Highway PM 0.683 B 0.689 B 2.I-5 SB Ramps at AM 0.658 B 0.644 B Ortega Highway PM 0.653 B 0.680 B Notes: ICU = Intersection Capacity Utilization. LOS = Level of Service. TABLE 2 YEAR 2017 VS YEAR 2018PEAK HOUR INTERSECTION CAPACITY ANALYSIS HCMMETHOD OF ANALYSIS1 Key Intersection (1) (2) (3) Time Period Existing (Year 2017) Traffic Conditions Existing (Year 2018) Traffic Conditions Delay (s/v) LOS Delay (s/v) LOS 1.I-5 NB Ramps at AM 40.8 D 36.2 D Ortega Highway PM 28.5 C 28.1 C 2.I-5 SB Ramps at AM 34.6 C 34.2 C Ortega Highway PM 29.6 C 30.5 C Notes: s/v = seconds per vehicle (delay). LOS = Level of Service. 1 Appendix A contain the ICU/LOS calculation worksheets for all signalized study intersections. Mr. David Contreras April 29, 2019 Page 3 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 2. OCTA: Figure 1-1, Vicinity Map: the Amtrak/Metrolink Station and the tracks adjacent to Los Rios Street should be identified. Response 2. Comment acknowledged. Figure 3-4 - OCTA Transit Routes shows the San Juan Capistrano Station and the railroad tracks, hence no changes to report are required. Comment 3. OCTA: A queueing analysis relative to the Del Obispo at-grade crossing with the existing queue cutter signals should be considered. Response 3. Comment acknowledged. A Synchro assessment, utilizing SimTraffic software, has been prepared to simulate the effects of the existing queue cutter signals and gate closures at the at-grade rail crossing along Del Obispo Street for Existing, Existing Plus Project, and Existing Plus Project Plus Cumulative (Year 2020) traffic conditions (See Tables 3 – 5 below). Figure 1 shows the storage provided along Del Obispo Street at the at-grade crossing. As shown in Table 1, the queues at the at-grade rail crossing along Del Obispo Street all currently exceed the storage provided. A comparison of Table 1 to Table 2 shows that the Project contributes less than one vehicle to the existing queues. The addition of less than one vehicle to existing queues would not result in a significant impact to the at-grade crossing, which is addressed through traffic management and safety measures. As part of on-going traffic management operations, the City of San Juan Capistrano Public Works Department regularly monitors City intersections and roadway segments, including potential queuing that may result from trains traveling through the Del Obispo at-grade crossing. The City’s regular and on-going monitoring has resulted in a number of traffic management improvements over the years. The primary improvement that was implemented to prevent traffic queuing on the Del Obispo at-grade Crossing is the installation of subsurface queue cutter technology. The queue cutter technology consists of subsurface sensors located at (i) Del Obispo Street and Camino Capistrano and (ii) Del Obispo Street and Paseo Adelanto. When vehicles are detected by the sub-surface sensors on one of the downstream intersections, a traffic signal controller unit determines that a restriction in free traffic flow exists. Once that restriction is detected, the queue cutter signal on the east- and westbound sides of the Del Obispo at-grade Crossing changes from “green” to “red.” The queue cutter technology prevents traffic queuing the crossings protecting public health and safety. Mr. David Contreras April 29, 2019 Page 4 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Train crossings at the Del Obispo at-Grade Crossing, queue cutter activation, and traffic congestion can have secondary effects on intersection and roadway segment function. However, train activity occurring at the at-grade crossings occurs throughout the day and is not concentrated at peak hour. There are approximately three train crossings that occur during the AM peak hour and four during the PM peak hour. In addition, the Project itself does not create any additional demands for train service, and thus does not contribute to any new significant impacts related to queueing resulting from train activity at the Del Obispo at-grade crossing. Finally, the addition of a relatively small amount of Project-related peak hour trips (152 AM and 176 PM) will not have any additional significant impact on queuing resulting from at-grade rail crossings. TABLE 3 EXISTING TRAFFIC CONDITIONS DEL OBISPO STREET QUEUING ASSESSMENT (SYNCHRO OPERATIONS) Key Intersection (1) Existing Traffic Conditions AM Peak Hour PM Peak Hour Estimated Storage Provided (feet) Max. Queue/ Min. Storage Required2 Adequate Storage (Yes/No) Max. Queue/ Min. Storage Required2 Adequate Storage (Yes/No) -- Railroad Crossing at Del Obispo Street EB Through Lane 355’3 376’ No 367’ No WB Through Lane 315’4 374’ No 474’ No 2 Queue is based on the 95th Percentile Queue and is reported in total queue length (feet). 3 The estimated storage provided is measured along the eastbound direction of Del Obispo Street from the east leg crosswalk at the intersection of Paseo Adelanto at Del Obispo Street to the railroad stop bar (355 feet). 4 The estimated storage provided is measured along the westbound direction of Del Obispo Street from the west leg crosswalk at the intersection of Camino Capistrano at Del Obispo Street to the railroad stop bar (350 feet), excluding the 35 foot “Do Not Block” buffer at the El Adobe Plaza driveway (i.e. 350 ft – 35 ft = 315 ft). Mr. David Contreras April 29, 2019 Page 5 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx TABLE 4 EXISTING PLUS PROJECT TRAFFIC CONDITIONS DEL OBISPO STREET QUEUING ASSESSMENT (SYNCHRO OPERATIONS) Key Intersection (1) Existing Plus Project Traffic Conditions AM Peak Hour PM Peak Hour Estimated Storage Provided (feet) Max. Queue/ Min. Storage Required5 Adequate Storage (Yes/No) Max. Queue/ Min. Storage Required55 Adequate Storage (Yes/No) -- Railroad Crossing at Del Obispo Street EB Through Lane 355’6 387’ No 382’ No WB Through Lane 315’7 393’ No 484’ No TABLE 5 EXISTING PLUS PROJECT PLUS CUM.(YEAR 2020)TRAFFIC CONDITIONS DEL OBISPO STREET QUEUING ASSESSMENT (SYNCHRO OPERATIONS) Key Intersection (1) Existing Plus Project Plus Cumulative (Year 2020) Traffic Conditions AM Peak Hour PM Peak Hour Estimated Storage Provided (feet) Max. Queue/ Min. Storage Required55 Adequate Storage (Yes/No) Max. Queue/ Min. Storage Required55 Adequate Storage (Yes/No) -- Railroad Crossing at Del Obispo Street EB Through Lane 355’8 393’ No 411’ No WB Through Lane 315’9 365’ No 470’ No 5 Queue is based on the 95th Percentile Queue and is reported in total queue length (feet). 6 The estimated storage provided is measured along the eastbound direction of Del Obispo Street from the east leg crosswalk at the intersection of Paseo Adelanto at Del Obispo Street to the railroad stop bar (355 feet). 7 The estimated storage provided is measured along the westbound direction of Del Obispo Street from the west leg crosswalk at the intersection of Camino Capistrano at Del Obispo Street to the railroad stop bar (350 feet), excluding the 35 foot “Do Not Block” buffer at the El Adobe Plaza driveway (i.e. 350 ft – 35 ft = 315 ft). 8 The estimated storage provided is measured along the eastbound direction of Del Obispo Street from the east leg crosswalk at the intersection of Paseo Adelanto at Del Obispo Street to the railroad stop bar (355 feet). 9 The estimated storage provided is measured along the westbound direction of Del Obispo Street from the west leg crosswalk at the intersection of Camino Capistrano at Del Obispo Street to the railroad stop bar (350 feet), excluding the 35 foot “Do Not Block” buffer at the El Adobe Plaza driveway (i.e. 350 ft – 35 ft = 315 ft). Mr. David Contreras April 29, 2019 Page 6 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 4. OCTA: The project design should consider any safety issues relative to the adjacent at-grade crossing at Del Obispo. Response 4. Comment acknowledged. The Project will provide sidewalks along its frontage from where the pedestrians can assess the crosswalk located at Del Obispo/Railroad crossing. It should be noted that according to OCTA, the at-grade crossing at Del Obispo is part of the “Quiet Zone” which is defined as a section of rail line at least one half mile in length containing one or more consecutive public highway-rail grade crossings at which locomotive horns are not routinely sounded. Additional supplemental safety measures have been implemented at the at-grade crossing as required by the Public Utilities Commission (PUC) and the Federal Railroad Administration (FRA) and are listed below: a) Installation of pedestrian treatments, including automatic pedestrian gates and emergency exist gates, detectable warning strips, handrails and fencing on all sidewalk approaches b) Installation of west side raised median and modification of east side median c) Installation of curb and median mounted active warning devices in the southeast and northwest quadrant d) Installation of queue-cutter traffic signal for eastbound and westbound traffic e) Pavement markings and signage in compliance with California Manual on Uniform Traffic Control Devices Mr. David Contreras April 29, 2019 Page 7 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 5. Connolly: As a resident and concerned citizen of San Juan Capistrano, I am writing so my thoughts regarding the River Street Marketplace will be considered. While there are other issues at hand, I am very apprehensive that the draft impact review really does not seem to think traffic is an issue. Over the past month and a half, since this review came out, I've tried to take pictures of the commute through town, especially downtown and near where this is supposed to be. The traffic here is a very real problem sometimes taking 25 min on average to get from one side of downtown town to the other. I don't see how the city can manage more construction, more traffic, more cars on the streets without some real adverse effects for both the residents and businesses. I urge you to ask the team conducting the EIR to take a deeper look at the congestion and traffic of city streets. While I love San Juan and am proud to be a resident, at what cost are we saying yes to more and more development? I appreciate your time and really hope the traffic concerns are vetted out thoughtfully before we proceed with this development project. Response 5. Comment acknowledged. The Traffic Impact Analysis Report for River Street was prepared consistent with the requirements of the City of San Juan Capistrano and Orange County Congestion Management Program (CMP) and indicates that the proposed Project will not create significant traffic impacts. Further review of Tables 8-1, 8-2, 9-1, 12-1, 12-2, and 13-1 indicate that all study intersections are forecast to continue to operate at acceptable levels of service (LOS) based on the City of San Juan Capistrano’s LOS criteria, as detailed in the City of San Juan Capistrano Administrative Policy 310, Preparation and Use of Traffic Reports, with the addition of Project traffic. We understand that drivers may experience congestion during the typical peak hours, however, the proposed Project is anticipated to add at the most 1 vehicle per minute directionally at any one roadway segment during any peak hour (Figures 5-2 & 5-3), further validating the nominal traffic impacts that will be generated by the proposed Project. As shown in Figures 5-2 & 5-3, the Project adds 32 outbound AM peak hour trips and 38 outbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Similarly, the Project adds 50 inbound AM peak hour trips and 57 inbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Mr. David Contreras April 29, 2019 Page 8 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 6. Niccola: Patrons would enter and exit this project from Del Obispo & Paseo Adelanto. Needless to say one has only to travel on this street at Paseo Adelanto to see it is already an impacted intersection. Traffic is often backed up at the railroad crossing, and also the bridge, there is nowhere for the cars to go. It backs up even when the train is not an issue. Exiting left off of Paseo Adelanto onto Del Obispo from the Historic District heading toward the Fwy is often at a standstill with traffic having nowhere to go. The light can turn green but the cars must wait as there is not a lane open for them to proceed onto. There does not appear to be any way to mitigate these backups as far as Del Obispo is concerned. I do not think the impact is "less than significant" as the report states. Response 6. Comment acknowledged. The commenter states that the intersection of Paseo Adelanto at Del Obispo Street is an impacted intersection. However, based on Traffic Impact Analysis Report’s findings detailed in Tables 8-1, 8-2, 9-1, 12-1, 12-2, and 13-1, the intersection of Paseo Adelanto at Del Obispo Street is forecast to continue to operate at acceptable levels of service (LOS) based on the City of San Juan Capistrano’s LOS criteria, as detailed in the City of San Juan Capistrano Administrative Policy 310, Preparation and Use of Traffic Reports. Furthermore, this intersection is not impacted based on the City’s significant impact criteria. In addition, based on the queuing analysis conducted for the intersection of Paseo Adelanto at Del Obispo Street, the project would be required to implement Mitigation Measure TR-2 to enhance vehicular stacking for the eastbound-left turn movement providing ingress to the project site, and ensuring that adequate storage is provided for the southbound approach and vehicles will not queue beyond the project driveway along Paseo Adelanto (see Section 5.12.8 of the DEIR). Impacts to through traffic on Paseo Adelanto and Del Obispo Street would be less than significant. Finally, as previously mentioned in Response 5, we understand that drivers may experience congestion during the typical peak hours, however, the proposed Project is anticipated to add at the most 1 vehicle per minute directionally at any one roadway segment during any peak hour (Figures 5-2 & 5-3), further validating the nominal traffic impacts that will be generated by the proposed Project. As shown in Figures 5-2 & 5-3, the Project adds 32 outbound AM peak hour trips and 38 outbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Similarly, the Project adds 50 inbound AM peak hour trips and 57 inbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Mr. David Contreras April 29, 2019 Page 9 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 7. Rice: I'd like to discuss a concern I have about this projects possible impact on our neighborhood. For the record, I support the project, but want to show you a concern I have. We live at Mission Point at the corner of Alipaz and Del Obispo. The entrance to our property is at Alipaz and Via Tonada. Traffic that is going west along Del Obispo that wants to turn around after realizing they have missed Camino Capistrano to go downtown often go left on Alipaz and use the entrance of our property (Via Tonada) to make a u- turn on Alipaz to return back to Del Obispo to get to their destination. This traffic will increase when river street is completed. Via Tonada is a private street maintained by our residents. The entrance is encumbered by a planter that requires many of the people turning around on our property do a "3 point turn". With the close proximity to Alipaz of this turn, our entrance becomes blocked to more than one or two cars as we wait for this vehicle to get out of our way, and off our property. There are two problems associated with this. One is wear and tear on our street that we must pay to maintain, and the other is a dangerous situation as we turn onto Via Tonada only to find our entrance blocked. This makes us stack up on Alipaz and at our entrance creating a hazard as cars block Alipaz traffic because they can't enter our property due to the public maneuvering on our property. I'd like to meet with you to show you the details of this. I can come to your office, or we can meet at our entrance. Please let me know when you're available. Response 7. Comment acknowledged. The commenter states that existing (non- project) traffic that has missed Camino Capistrano to get to downtown area is utilizing Via Tonada to get back onto Del Obispo Street. Review of the Project’s Trip Distribution Pattern (see Figure 5-1 of Traffic Report) indicates that no Project traffic is anticipated to utilize Via Tonada. It is anticipated that some inbound/outbound Project traffic will utilize Alipaz Street, however, no Project trips will go in/out of Via Tonada. Therefore, no changes to the Report are recommended. It should be noted that this is an existing issue and the City shall work with Homeowners along Via Tonada to address this traffic issue to prevent any future public traffic from utilizing Via Tonada by means of additional signage and/or striping along Alipaz Street and Via Tonada. Mr. David Contreras April 29, 2019 Page 10 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Finally, as previously mentioned in Response 5, we understand that drivers may experience congestion during the typical peak hours, however, the proposed Project is anticipated to add at the most 1 vehicle per minute directionally at any one roadway segment during any peak hour (Figures 5-2 & 5-3), further validating the nominal traffic impacts that will be generated by the proposed Project. As shown in Figures 5-2 & 5-3, the Project adds 32 outbound AM peak hour trips and 38 outbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Similarly, the Project adds 50 inbound AM peak hour trips and 57 inbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Comment 8. Vasquez: Traffic vehicle counts have not been released but a 2028 projection should be made to account of an increase in train crossing interruptions, additional traffic flow on Del Obispo caused from upstream development, increased tourism and general failure of our roads system to the handle the additional capacity generated by an estimated additional 2400 vehicle trips per day. Response 8. Comment acknowledged. The commenter states that a Year 2028 Traffic scenario be analyzed. The Traffic Impact Analysis Report analyzes Existing Traffic Conditions, Existing Plus Project Traffic conditions, Existing Plus Project Plus Cumulative (Year 2020) Traffic Conditions, and General Plan Buildout (Year 2040) Traffic Conditions. A Year 2028 traffic assessment is not recommended since the Traffic Report conservatively cumulatively analyzes a General Plan Buildout (Year 2040) scenario. It should be noted that Year 2040 traffic includes Year 2028 traffic, in addition to ambient growth and cumulative projects as presented in Table 6-2 of the Traffic Report. As shown in Table 6-2, the twenty (20) cumulative projects are expected to generate a combined total of 25,694 daily trips on a “typical” weekday, with 2,389 trips (1,209 inbound and 1,180 outbound) forecast during the AM peak hour and 2,019 trips (1,082 inbound and 937 outbound) during the PM peak hour. Based on Section 12.0 of the Traffic Report which provides detailed analysis of intersection and roadway segment level of service (LOS) analysis for General Plan Buildout (Year 2040), it is anticipated that all key study intersections and roadway segments are forecast to operate at acceptable service levels and the Project will not significantly impact any of the study locations based on the City’s LOS standards and impact criteria, as detailed in the City of San Juan Capistrano Administrative Policy 310, Preparation and Use of Traffic Reports. Mr. David Contreras April 29, 2019 Page 11 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Comment 9. Vasquez: Residents of Los Rios Historic District at the south end have no left turn out and must turn right then make a U turn to proceed east on Del Obispo. The increase in congestion caused by the additional traffic will make this impossible. This was not addressed in the EIR? Please comment on this. Also your traffic study does not include any analysis of the effect of pedestrians sharing the road with vehicular traffic. What effect will the increase in pedestrian traffic have on traffic flow for residents who daily take several trips in and out Adelanto. Response 9. Comment acknowledged. Based on the LOS analysis conducted for the intersections and roadway segments along Del Obispo Street identified in the Traffic Impact Analysis Report, there are no traffic impacts associated with the increase in traffic along this corridor. Additionally, as previously mentioned in Response 5 & 6, we understand that drivers may experience congestion during the typical peak hours, however, the proposed Project is anticipated to add at the most 1 vehicle per minute directionally at any one roadway segment during any peak hour (Figures 5-2 & 5-3), further validating the nominal traffic impacts that will be generated by the proposed Project. As shown in Figures 5-2 & 5-3, the Project adds 32 outbound AM peak hour trips and 38 outbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. Similarly, the Project adds 50 inbound AM peak hour trips and 57 inbound PM peak hour trips to Del Obispo between Paseo Adelanto and Camino Capistrano. The proposed Project will protect the existing sidewalks along Del Obispo Street and provide sidewalks along the Project frontage along Paseo Adelanto and Los Rios Street where the pedestrians can assess the crosswalk located at Del Obispo/Railroad crossing. It should be noted that according to OCTA, the at-grade crossing at Del Obispo is part of the “Quiet Zone” which is defined as a section of rail line at least one half mile in length containing one or more consecutive public highway-rail grade crossings at which locomotive horns are not routinely sounded. Additional supplemental safety measures have been implemented at the at- grade crossing as required by the Public Utilities Commission (PUC) and the Federal Railroad Administration (FRA) and are listed below: a) Installation of pedestrian treatments, including automatic pedestrian gates and emergency exit gates, detectable warning strips, handrails, and fencing on all sidewalk approaches Mr. David Contreras April 29, 2019 Page 12 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx b) Installation of west side raised median and modification of east side median c) Installation of curb and median mounted active warning devices in the southeast and northwest quadrant d) Installation of queue-cutter traffic signal for eastbound and westbound traffic e) Pavement markings and signage in compliance with California Manual on Uniform Traffic Control Devices As it pertains to the effect of Pedestrian traffic, the traffic analysis and level of service calculations conservatively assume 5 pedestrian calls per hour and the minimum pedestrian times are accounted for at each of the study intersections. Comment 10. Vasquez: A dedicated street paid for by the developer should be provided to access Adelanto Street to reduce some of the impacts of additional pedestrian and vehicular traffic. Response 10. Comment acknowledged, although commenter request for the Project to pay for dedicated street to provide access to Adelanto Street is not clear. Nevertheless, to accommodate the Project’s pedestrian and vehicular traffic, the Project will not impact the existing sidewalks along Del Obispo Street and provide sidewalks along the Project frontage along Paseo Adelanto and Los Rios Street where the pedestrians can assess the crosswalk located at Del Obispo/Railroad crossing. A dedicated street for vehicular traffic will not be provided, although River Street will be improved as a pedestrian promenade linking the subject property and providing pedestrian connectively to Los Rios Street... Further, River Street will be improved for additional pedestrian access for those traveling from the downtown area and train depot. The improvements listed below will improve the existing and anticipated pedestrian and vehicular traffic along Paseo Adelanto and River Street: River Street will be improved to serve as a pedestrian walkway and promenade. Paseo Adelanto along the Project frontage will be designed to accommodate the anticipated pedestrian and vehicular traffic to the Project site, as well as enhance pedestrian safety. A traffic circle (preferred option in Traffic Report) at the intersection of River Street and Paseo Adelanto will be Mr. David Contreras April 29, 2019 Page 13 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx constructed to improve circulation and facilitate U-turn movements of vehicles along Paseo Adelanto. At the intersection of Paseo Adelanto at Del Obispo Street restripe the southbound approach on Paseo Adelanto to provide a southbound (outbound) 18-foot shared left/through/right-turn lane and two (2) departure (inbound) lanes (one 12-foot lane and one 10-foot lane). At the intersection of Paseo Adelanto at Del Obispo Street restripe the eastbound approach on Del Obispo Street to provide dual eastbound left-turn lanes with a minimum storage of 70-feet each lane and a 50-foot transition. Comment 11. Vasquez: The request for diagonal parking on Adelanto should be denied. This street is already sub standard design. Parked cars pulling out will stop traffic in both directions and interfere with traffic flow on and off Del Obispo. Response 11. Comment acknowledged. The Traffic Impact Analysis Report discusses both alternatives (angled parking and parallel parking). The proposed roadway improvements to Paseo Adelanto along Project frontage will be subject to review and approval of the City of San Juan Capistrano Public Works/Engineering department. The Developer will work closely with the City to ensure that the on- street parking spaces are designed to City standards. Comment 12. Vasquez: The train tracks should be shown on all the figures in this section, as they represent an important mode of travel. And then they should be taken into account as they have a significant effect on local traffic. Response 12. Comment acknowledged. Figure 3-4 - OCTA Transit Routes shows the San Juan Capistrano Station and the railroad tracks. Since the traffic report focuses to intersection and roadway segment level of service analyses, it is recommended that the subsequent figures remain unchanged. Comment 13. Vasquez: Figure (Table?) 5.12-6 describes Los Rios Street as a local collector, but fails to identify the heavy pedestrian use on this street. Since there are no sidewalks the travel lanes function as pedestrian paths. This radically changes the nature of this local collector into a multi-purpose travel way that must accommodate pedestrians in the travel lanes. It is not a standard local collector and that should be acknowledged. The pedestrian movements should be accommodated on sidewalks, at least between the project driveway and Del Obispo Street. Mr. David Contreras April 29, 2019 Page 14 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Response 13. Comment acknowledged. The proposed Project will provide sidewalks along its frontage from where the pedestrians can assess the crosswalk located at Del Obispo/Railroad crossing. River Street will also be improved to serve as a pedestrian walkway and promenade. It should be noted that according to OCTA, the at- grade crossing at Del Obispo is part of the “Quiet Zone” which is defined as a section of rail line at least one half mile in length containing one or more consecutive public highway-rail grade crossings at which locomotive horns are not routinely sounded Additional supplemental safety measures have been implemented at the at-grade crossing as required by the Public Utilities Commission (PUC) and the Federal Railroad Administration (FRA) and are listed below: a) Installation of pedestrian treatments, including automatic pedestrian gates and emergency exit gates, detectable warning strips, handrails, and fencing on all sidewalk approaches b) Installation of west side raised median and modification of east side median c) Installation of curb and median mounted active warning devices in the southeast and northwest quadrant d) Installation of queue-cutter traffic signal for eastbound and westbound traffic e) Pavement markings and signage in compliance with California Manual on Uniform Traffic Control Devices Furthermore, there is no Project vehicular traffic that is anticipated to come to/from Los Rios Street, north of the Project driveway. Finally, the characteristics of the street will not change with the Project and will remain as is. It should be noted that the Project does not abut Los Rios Street or the Railroad tracks, expect for a small segment where the driveway is located and will have a sidewalk. Comment 14. Vasquez: Page 5.12-47 describes 4 through lanes and 2 left-turn lanes as adequate stacking distance on Del Obispo, but fails to include analysis of train delays and how that has a ripple effect on other intersections. Nor is the length of delay described. Response 14. Comment acknowledged. See Response to Comment 3. A Synchro assessment, utilizing SimTraffic software, has been prepared to Mr. David Contreras April 29, 2019 Page 15 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx simulate the effects of the existing queue cutter signals and gate closures at the at-grade rail crossing along Del Obispo Street for Existing, Existing Plus Project, and Existing Plus Project Plus Cumulative (Year 2020) traffic conditions. . The queues at the at-grade rail crossing along Del Obispo Street all currently exceed the storage provided, however the Project contributes less than one vehicle to the existing queues. The addition of less than one vehicle to existing queues would not result in a significant impact to the at-grade crossing, which is addressed through traffic management and safety measures. As part of on-going traffic management operations, the City of San Juan Capistrano Public Works Department regularly monitors City intersections and roadway segments, including potential queuing that may result from trains traveling through the Del Obispo at-grade crossing. The City’s regular and on-going monitoring has resulted in a number of traffic management improvements over the years. The primary improvement that was implemented to prevent traffic queuing on the Del Obispo at-grade Crossing is the installation of subsurface queue cutter technology. The queue cutter technology consists of subsurface sensors located at (i) Del Obispo Street and Camino Capistrano and (ii) Del Obispo Street and Paseo Adelanto. When vehicles are detected by the sub-surface sensors on one of the downstream intersections, a traffic signal controller unit determines that a restriction in free traffic flow exists. Once that restriction is detected, the queue cutter signal on the east- and westbound sides of the Del Obispo at-grade Crossing changes from “green” to “red.” The queue cutter technology prevents traffic queuing the crossings protecting public health and safety. Train crossings at the Del Obispo at-Grade Crossing, queue cutter activation, and traffic congestion can have secondary effects on intersection and roadway segment function. However, train activity occurring at the at-grade crossings occurs throughout the day and is not concentrated at peak hour. There are approximately three train crossings that occur during the AM peak hour and four during the PM peak hour. In addition, the Project itself does not create any additional demands for train service, and thus does not contribute to any new significant impacts related to queueing resulting from train activity at the Del Obispo at-grade crossing. Finally, the addition of a relatively small amount of project-related Mr. David Contreras April 29, 2019 Page 16 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx peak hour trips (152 AM and 176 PM) will not have any additional significant impact on queuing resulting from at-grade rail crossings. Comment 15. Worthington: When you count traffic, it must be counted on all lanes and not just one. As the photo below indicates, which was taken on Del Obispo at the bridge, the rubber hosed traffic counter does not extend across all lanes. The traffic counter only extends only half way across the number one lane. This leads to inaccurate traffic counts as it does not include motorcyclists who will avoid a rubber hose stretched across the road as it is a safety issue. Response 15. Comment acknowledged. It is concluded that all traffic has been accounted for since at least two wheels of one side of the vehicle would go over the tubes, thus “counting” the vehicle. It should be noted that not all four wheels have to go over the tube; it is sufficient as long as two wheels from either side go over it. Additionally, it is anticipated that motorcycle traffic is nominal. Therefore, the traffic implications and LOS calculations presented in the Traffic Impact Analysis Report are accurate. Furthermore, manual traffic counts were collected at each study intersection for each turning movement and account for all vehicles. The intersections counts represented in the traffic study are in compliance with City of San Juan Capistrano standards and are representative of all vehicles. Comment 16. SCRRA: I did not manage to get our SCRRA letter out in time for the closing of the comment period on the Draft EIR for the River Street Marketplace Project in the general vicinity of Del Obispo Rd and the railroad right of way in the immediate vicinity. I believe we’ve had many issues with the traffic at that intersection in the past. My concern would be additional traffic (pedestrian and vehicular) being added to Del Obispo Street at Los Rios Street (both construction vehicles and development traffic) and also at the pedestrian crossing of the tracks at Verdugo. Hopefully you will be maintaining that right turn only from Los Rios Street onto westbound Del Obispo. Glad to see no new driveways from Del Obispo to the proposed River Street Marketplace. Response 16. Comment acknowledged. See Response to Comment 4. The proposed Project will protect the existing sidewalks along Del Obispo Street and provide sidewalks along the Project frontage along Paseo Adelanto and Los Rios Street where the pedestrians can assess the crosswalk located at Del Obispo/Railroad crossing. It should be noted that according to OCTA, the at-grade crossing at Mr. David Contreras April 29, 2019 Page 17 N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\DEIR Public Comments\3910 - Draft Response to Comments Memo 04-29-19.docx Del Obispo is part of the “Quiet Zone” which is defined as a section of rail line at least one half mile in length containing one or more consecutive public highway-rail grade crossings at which locomotive horns are not routinely sounded. Additional supplemental safety measures have been implemented at the at-grade crossing as required by the Public Utilities Commission (PUC) and the Federal Railroad Administration and are listed below: a) Installation of pedestrian treatments, including automatic pedestrian gates and emergency exit gates, detectable warning strips, handrails, fencing on all approaches b) Installation of west side raised median and modification of east side median c) Installation of curb and median mounted active warning devices in the southeast and northwest quadrant d) Installation of queue-cutter traffic signal for eastbound and westbound traffic e) Pavement markings and signage in compliance with California Manual on Uniform Traffic Control Devices Additionally, the Project will maintain the right-turn only from Los Rios Street onto westbound Del Obispo. It should be noted that the Project does not abut Los Rios Street or the Railroad tracks, expect for a small segment where the driveway is located. * * * * * * * * * * * We appreciate the opportunity to provide this Response to Comments Technical Memorandum. Should you have any questions regarding this Technical Memorandum, please contact us at (949) 825-6175. Attachments cc: Richard E. Barretto, P.E., Principal, LLG File LINSCOTT,LAW &GREENSPAN,engineers LLG Ref. 2-17-3910-1 River Street Development, San Juan Capistrano N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\Dividers\3910 - Dividers (Response memo).doc APPENDIX A YEAR 2017 AND 2018COUNTS AND LOSCALCULATIONS FOR I-5RAMPS AT ORTEGA HIGHWAY A-1 LINSCOTT,LAW &GREENSPAN,engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\Dividers\3910 - Sub-Dividers (Response memo).doc APPENDIX A-IA YEAR 2017COUNTS A-2 1 A-3 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 NB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-001 Control:Signalized Date: NS/EW Streets: 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 7:00 AM24610110601101616284142000162210248000001038 7:15 AM4151640014070195356118000210200243000001202 7:30 AM586177004060185371172000222200286000001345 7:45 AM507116008060147297204000178150297000001199 8:00 AM3451130080110247294162000185290280000001152 8:15 AM5391150040120138264137010168120254000001050 8:30 AM347940070110161023411911013913025500000941 8:45 AM35211000110401442279400018114020300000899 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :329 47 990 1 0 62 0 68 0 134 62 2327 1148 1 2 0 1445 144 0 2066 000008826 APPROACH %'s :24.07% 3.44% 72.42% 0.07% 0.00% 23.48% 0.00% 25.76% 0.00% 50.76% 1.75% 65.73% 32.43% 0.03% 0.06% 0.00% 39.53% 3.94% 0.00% 56.53% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :183 23 570 0 0 34 0 30 0 75 24 1318 656 0 0 0 795 84 0 1106 000004898 PEAK HR FACTOR :0.789 0.821 0.805 0.000 0.000 0.607 0.000 0.682 0.000 0.781 0.857 0.888 0.804 0.000 0.000 0.000 0.895 0.724 0.000 0.931 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBL2 SBL SBT SBR SBU SBR2 EBL EBT EBR EBU EBU2 WBL WBT WBR WBU WBT2 EB2U EB2L2 EB2T2 EB2R2 EB2U2 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 4:00 PM43710800110180189366111000236190195000001141 4:15 PM48411500170801417373121000235170193000001162 4:30 PM40694009070217382115110186210193000001083 4:45 PM39998001101201913367145000232210203000001169 5:00 PM3759200150801712332150000254180202000001142 5:15 PM41710200140501510348136000266200189000001153 5:30 PM51496001311001516371127030222150191000001135 5:45 PM4837700100801814377153000197160146000001067 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :347 45 782 0 0 100 1 76 0 137 98 2916 1058 1 4 0 1828 147 0 1512 000009052 APPROACH %'s :29.56% 3.83% 66.61% 0.00% 0.00% 31.85% 0.32% 24.20% 0.00% 43.63% 2.40% 71.52% 25.95% 0.02% 0.10% 0.00% 52.42% 4.22% 0.00% 43.36% PEAK HR :04:45 PM 292 289 296 04:45 PM TOTAL PEAK HR VOL :168 25 388 0 0 53 1 35 0 66 51 1418 558 0 3 0 974 74 0 785 000004599 PEAK HR FACTOR :0.824 0.694 0.951 0.000 0.000 0.883 0.250 0.729 0.000 0.868 0.797 0.956 0.930 0.000 0.250 0.000 0.915 0.881 0.000 0.967 0.000 0.000 0.000 0.000 0.000 11/7/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.940 WESTBOUND I-5 NB Ramps I-5 NB Ramps Total SOUTHBOUND 0.962 0.923 04:45 PM - 05:45 PM SOUTHBOUND 0.808 0.911 EASTBOUND EASTBOUND 0.967 PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.805 WESTBOUND 0.965 0.910 I-5 NB Onramp 0.984 A-4 ID:17-01237-001 Day: City:San Juan Capistrano Date: AM 300340 AM NOON 0000 NOON PM 351530 PM AM NOON PM PM NOON AM 1010 0.5 74 0 84 2.5 974 0 795 000 00000 24 0 51 1 TEV 3717 0 3745 0 000 1318 0 1418 2.5 PHF 0.91 0.98 656 0 558 1.5 0 0.3 0.3 1.3 AM NOON PM PM NOON AM PM 0 168 25 388 PM NOON 0000NOON AM 0 183 23 570 AM Ortega Hwy07:00 AM - 09:00 AM NONE 1008 0 1177 I-5 NB Ramps 656 0 I-5 NB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1859 0PEAK HOURSTotal Vehicles (AM) NONE 04:45 PM - 05:45 PM 131 150 0 Signalized Ortega HwyEASTBOUNDPeak Hour Turning Movement Count 559 Total Vehicles (PM) Total Vehicles (PM) I-5 NB Ramps & Ortega Hwy Tuesday 11/07/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1922 COUNT PERIODSTotal Vehicles (AM) NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-5 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 NB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-001 Control:Signalized Date: NS/EW Streets: 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 7:00 AM315910015050138280124000165200300000001057 7:15 AM3781490080401911356130000156120221000001111 7:30 AM61818200130401413372159000211190240000001296 7:45 AM405161011401102212353181000204160275000001295 8:00 AM257116005020276281170020188290269000001127 8:15 AM375123017040289287137000185220249000001094 8:30 AM278112018050217287158000167230240000001064 8:45 AM4971630011060136270138010170190209000001062 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :307 53 1097 0 3 81 0 41 0 157 72 2486 1197 0 3 0 1446 160 0 2003 000009106 APPROACH %'s :21.03% 3.63% 75.14% 0.00% 0.21% 29.03% 0.00% 14.70% 0.00% 56.27% 1.92% 66.15% 31.85% 0.00% 0.08% 0.00% 40.07% 4.43% 0.00% 55.50% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :163 28 608 0 1 40 0 21 0 82 42 1362 640 0 2 0 759 76 0 1005 000004829 PEAK HR FACTOR :0.668 0.875 0.835 0.000 0.250 0.714 0.000 0.477 0.000 0.759 0.808 0.915 0.884 0.000 0.250 0.000 0.899 0.655 0.000 0.914 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBL2 SBL SBT SBR SBU SBR2 EBL EBT EBR EBU EBU2 WBL WBT WBR WBU WBT2 EB2U EB2L2 EB2T2 EB2R2 EB2U2 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 4:00 PM3189401171702315356133000256280194000001164 4:15 PM45698001601003114350154000217200187000001148 4:30 PM3879300120702312356138000220200212000001138 4:45 PM3959001180601312332139000228190204000001106 5:00 PM494990060402911337136000244290202000001150 5:15 PM3379602150902017345138010254210207000001165 5:30 PM5569700180602216361148020208280200000001167 5:45 PM5359500260801719372149000193140166000001117 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :343 48 762 0 4 128 1 57 0 178 116 2809 1135 0 3 0 1820 179 0 1572 000009155 APPROACH %'s :29.65% 4.15% 65.86% 0.00% 0.35% 35.16% 0.27% 15.66% 0.00% 48.90% 2.86% 69.14% 27.94% 0.00% 0.07% 0.00% 50.97% 5.01% 0.00% 44.02% PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL PEAK HR VOL :190 22 387 0 2 65 0 27 0 88 63 1415 571 0 3 0 899 92 0 775 000004599 PEAK HR FACTOR :0.864 0.786 0.977 0.000 0.250 0.625 0.000 0.750 0.000 0.759 0.829 0.951 0.958 0.000 0.375 0.000 0.885 0.793 0.000 0.936 0.000 0.000 0.000 0.000 0.000 11/8/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.929 WESTBOUND I-5 NB Ramps I-5 NB Ramps Total SOUTHBOUND 0.951 0.882 05:00 PM - 06:00 PM SOUTHBOUND 0.761 0.937 EASTBOUND EASTBOUND 0.950 PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.797 WESTBOUND 0.916 0.932 I-5 NB Onramp 0.985 A-6 ID:17-01237-001 Day: City:San Juan Capistrano Date: AM 210400 AM NOON 0000 NOON PM 270650 PM AM NOON PM PM NOON AM 1010 0.5 92 0 76 2.5 899 0 759 000 00000 42 0 63 1 TEV 3739 0 3731 0 000 1362 0 1415 2.5 PHF 0.93 0.99 640 0 571 1.5 0 0.3 0.3 1.3 AM NOON PM PM NOON AM PM 0 190 22 387 PM NOON 0000NOON AM 0 163 28 608 AM Ortega Hwy07:00 AM - 09:00 AM NONE 943 0 1116 I-5 NB Ramps 640 0 I-5 NB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1867 0PEAK HOURSTotal Vehicles (AM) NONE 05:00 PM - 06:00 PM 146 177 0 Signalized Ortega HwyEASTBOUNDPeak Hour Turning Movement Count 571 Total Vehicles (PM) Total Vehicles (PM) I-5 NB Ramps & Ortega Hwy Wednesday 11/08/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 2010 COUNT PERIODSTotal Vehicles (AM) NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-7 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 NB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-001 Control:Signalized Date: NS/EW Streets: 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 7:00 AM1969500908012829613300016222021400000984 7:15 AM444140008090178370139000188150224000001166 7:30 AM4161600040100178385153000221230264000001292 7:45 AM4591280190802110307178000180260291000001213 8:00 AM34811800120140207300145000196250280000001159 8:15 AM353108006040248252137000191140264000001046 8:30 AM3214111001001401410272154000183210267000001102 8:45 AM417125001401001310284128000169120250000001063 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :291 57 985 0 1 72 0 77 0 138 69 2466 1167 0 0 0 1490 158 0 2054 000009025 APPROACH %'s :21.81% 4.27% 73.84% 0.00% 0.07% 25.09% 0.00% 26.83% 0.00% 48.08% 1.86% 66.61% 31.52% 0.00% 0.00% 0.00% 40.25% 4.27% 0.00% 55.48% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :164 27 546 0 1 33 0 41 0 75 33 1362 615 0 0 0 785 89 0 1059 000004830 PEAK HR FACTOR :0.911 0.750 0.853 0.000 0.250 0.688 0.000 0.732 0.000 0.893 0.825 0.884 0.864 0.000 0.000 0.000 0.888 0.856 0.000 0.910 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBL2 SBL SBT SBR SBU SBR2 EBL EBT EBR EBU EBU2 WBL WBT WBR WBU WBT2 EB2U EB2L2 EB2T2 EB2R2 EB2U2 0.30.31.3001010012.51.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 4:00 PM25711000801302614336147000193340192000001105 4:15 PM44981011201002014357145000201120171000001077 4:30 PM43109701130502817383147010260280207000001240 4:45 PM41481002311001613336131000229200211000001116 5:00 PM3258101140301916314158010190190223000001076 5:15 PM40711103901101710326135000244240200000001137 5:30 PM50696001801301915339107000221220187000001093 5:45 PM5168901110801814367139010182130175000001075 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :326 54 746 0 7 108 1 73 0 163 113 2758 1109 0 3 0 1720 172 0 1566 000008919 APPROACH %'s :28.77% 4.77% 65.84% 0.00% 0.62% 31.30% 0.29% 21.16% 0.00% 47.25% 2.84% 69.24% 27.84% 0.00% 0.08% 0.00% 49.74% 4.97% 0.00% 45.29% PEAK HR :04:30 PM 291 289 296 04:30 PM TOTAL PEAK HR VOL :156 26 370 0 5 59 1 29 0 80 56 1359 571 0 2 0 923 91 0 841 000004569 PEAK HR FACTOR :0.907 0.650 0.833 0.000 0.417 0.641 0.250 0.659 0.000 0.714 0.824 0.887 0.903 0.000 0.500 0.000 0.888 0.813 0.000 0.943 0.000 0.000 0.000 0.000 0.000 WESTBOUND 0.937 0.935 I-5 NB Onramp 0.921 PM AM 07:15 AM - 08:15 AM NORTHBOUND 0.891 SOUTHBOUND 0.865 0.845 04:30 PM - 05:30 PM SOUTHBOUND 0.810 0.920 EASTBOUND EASTBOUND 0.907 11/9/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.951 WESTBOUND I-5 NB Ramps I-5 NB Ramps Total A-8 ID:17-01237-001 Day: City:San Juan Capistrano Date: AM 410330 AM NOON 0000 NOON PM 291590 PM AM NOON PM PM NOON AM 1010 0.5 91 0 89 2.5 923 0 785 000 00000 33 0 56 1 TEV 3695 0 3641 0 000 1362 0 1359 2.5 PHF 0.93 0.92 615 0 571 1.5 0 0.3 0.3 1.3 AM NOON PM PM NOON AM PM 0 156 26 370 PM NOON 0000NOON AM 0 164 27 546 AM Peak Hour Turning Movement Count 572 Total Vehicles (PM) Total Vehicles (PM) I-5 NB Ramps & Ortega Hwy Thursday 11/09/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1941 COUNT PERIODSTotal Vehicles (AM)PEAK HOURSTotal Vehicles (AM) NONE 04:30 PM - 05:30 PM 149 173 0 Signalized Ortega HwyEASTBOUNDI-5 NB Ramps 615 0 I-5 NB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1788 0 Ortega Hwy07:00 AM - 09:00 AM NONE 990 0 1108 NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-9 2 A-10 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 SB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-002 Control:Signalized Date: NS/EW Streets: 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM00002130164002473006313900856 7:15 AM000026102360021135095162001000 7:30 AM000023802470029955094205001138 7:45 AM000020102050029655095148001000 8:00 AM00001500182002924808013900891 8:15 AM00001790181002264108214900858 8:30 AM00001680176002172706912000777 8:45 AM00001540208001733507714700794 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001564 0 1599 0 0 1961 326 0 655 1209 0 0 7314 APPROACH %'s :49.45% 0.00% 50.55% 0.00% 0.00% 85.75% 14.25% 0.00% 35.14% 64.86% 0.00% 0.00% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :00008500870001098 193 0 364 654 0 0 4029 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.814 0.000 0.881 0.000 0.000 0.918 0.877 0.000 0.958 0.798 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM000022701640025747011217900986 4:15 PM0000269017200232370105189001004 4:30 PM00002500166002623409015400956 4:45 PM0000246018300276300107177001019 5:00 PM0000225118000269440115185001019 5:15 PM0000252120100245540117187001057 5:30 PM0000274021800257490102191001091 5:45 PM000023102140028546072207001055 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001974 2 1498 0 0 2083 341 0 820 1469 0 0 8187 APPROACH %'s :56.82% 0.06% 43.12% 0.00% 0.00% 85.93% 14.07% 0.00% 35.82% 64.18% 0.00% 0.00% PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL PEAK HR VOL :00009822813001056 193 0 406 770 0 0 4222 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.896 0.500 0.932 0.000 0.000 0.926 0.894 0.000 0.868 0.930 0.000 0.000 0.885 Total 0.9670.943 WESTBOUND 0.967 PM AM 07:15 AM - 08:15 AM NORTHBOUND SOUTHBOUND 0.913 05:00 PM - 06:00 PM SOUTHBOUND 0.865 0.912 EASTBOUND EASTBOUND 11/7/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.851 WESTBOUND I-5 SB Ramps I-5 SB Ramps A-11 ID:17-01237-002 Day: City:San Juan Capistrano Date: AM 870 0 850 0 AM NOON 0000 NOON PM 813 2 982 0 PM AM NOON PM PM NOON AM 2020 1 000 2 770 0 654 000 02406 0 364 000 0 TEV 4029 0 4222 0 000 1098 0 1056 3 PHF 0.89 0.97 193 0 193 1 0000 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 0000AM Peak Hour Turning Movement Count 601 Total Vehicles (PM) Total Vehicles (PM) I-5 SB Ramps & Ortega Hwy Tuesday 11/07/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1948 COUNT PERIODSTotal Vehicles (AM)PEAK HOURSTotal Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 0 0 Signalized Ortega HwyEASTBOUNDI-5 SB Ramps 557 0 I-5 SB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 2038 0 Ortega Hwy07:00 AM - 09:00 AM NONE 1524 0 1583 NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-12 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 SB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-002 Control:Signalized Date: NS/EW Streets: 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM00002000156002033306713800797 7:15 AM000027202430023944069139001006 7:30 AM000024712550029349085194001124 7:45 AM000021502130031349083160001033 8:00 AM00001660204002873409814600935 8:15 AM00001850209002474108515400921 8:30 AM00001630154002773708111700829 8:45 AM00001821208002393307316100897 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001630 2 1642 0 0 2098 320 0 641 1209 0 0 7542 APPROACH %'s :49.79% 0.06% 50.15% 0.00% 0.00% 86.77% 13.23% 0.00% 34.65% 65.35% 0.00% 0.00% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :00009001915001132 176 0 335 639 0 0 4098 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.827 0.250 0.897 0.000 0.000 0.904 0.898 0.000 0.855 0.823 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM0000243018000274290112190001028 4:15 PM0000233019000283400114163001023 4:30 PM000020801620029736010416700974 4:45 PM000022641980023739011116300978 5:00 PM0000241021000277410112193001074 5:15 PM0000200019200277420108191001010 5:30 PM0000219022500279490100167001039 5:45 PM000026012050027247090164001039 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001830 5 1562 0 0 2196 323 0 851 1398 0 0 8165 APPROACH %'s :53.87% 0.15% 45.98% 0.00% 0.00% 87.18% 12.82% 0.00% 37.84% 62.16% 0.00% 0.00% PEAK HR :05:00 PM 293 289 296 05:00 PM TOTAL PEAK HR VOL :00009201832001105 179 0 410 715 0 0 4162 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.885 0.250 0.924 0.000 0.000 0.990 0.913 0.000 0.915 0.926 0.000 0.000 0.911 Total 0.9690.979 WESTBOUND 0.922 PM AM 07:15 AM - 08:15 AM NORTHBOUND SOUTHBOUND 0.940 05:00 PM - 06:00 PM SOUTHBOUND 0.882 0.903 EASTBOUND EASTBOUND 11/8/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.873 WESTBOUND I-5 SB Ramps I-5 SB Ramps A-13 ID:17-01237-002 Day: City:San Juan Capistrano Date: AM 915 1 900 0 AM NOON 0000 NOON PM 832 1 920 0 PM AM NOON PM PM NOON AM 2020 1 000 2 715 0 639 000 02410 0 335 000 0 TEV 4098 0 4162 0 000 1132 0 1105 3 PHF 0.91 0.97 176 0 179 1 0000 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 0000AM Peak Hour Turning Movement Count 590 Total Vehicles (PM) Total Vehicles (PM) I-5 SB Ramps & Ortega Hwy Wednesday 11/08/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 2032 COUNT PERIODSTotal Vehicles (AM)PEAK HOURSTotal Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 0 0 Signalized Ortega HwyEASTBOUNDI-5 SB Ramps 512 0 I-5 SB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 2025 0 Ortega Hwy07:00 AM - 09:00 AM NONE 1554 0 1547 NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-14 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 SB Ramps & Ortega Hwy City:San Juan Capistrano Project ID:17-01237-002 Control:Signalized Date: NS/EW Streets: 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM00002160173002223307112200837 7:15 AM000024502540026331073159001025 7:30 AM0000271023500266400103167001082 7:45 AM00001840187002955509115300965 8:00 AM000017101910026138010214300906 8:15 AM00001720184002324308913500855 8:30 AM00001630175002623709114500873 8:45 AM00001940209002113607314500868 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001616 0 1608 0 0 2012 313 0 693 1169 0 0 7411 APPROACH %'s :50.12% 0.00% 49.88% 0.00% 0.00% 86.54% 13.46% 0.00% 37.22% 62.78% 0.00% 0.00% PEAK HR :07:15 AM 38 37 44 07:30 AM TOTAL PEAK HR VOL :00008710867001085 164 0 369 622 0 0 3978 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.804 0.000 0.853 0.000 0.000 0.919 0.745 0.000 0.896 0.931 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000202003102210 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM00002410151002674209716100959 4:15 PM00002502172002493608816000957 4:30 PM0000253017600293480125198001093 4:45 PM000022301870024437011716500973 5:00 PM000022902110029245097167001041 5:15 PM000020702080024833010018300979 5:30 PM000020511800023133010220900961 5:45 PM00001920202002973908714500962 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001800 3 1487 0 0 2121 313 0 813 1388 0 0 7925 APPROACH %'s :54.71% 0.09% 45.20% 0.00% 0.00% 87.14% 12.86% 0.00% 36.94% 63.06% 0.00% 0.00% PEAK HR :04:30 PM 291 289 296 04:30 PM TOTAL PEAK HR VOL :00009120782001077 163 0 439 713 0 0 4086 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.901 0.000 0.927 0.000 0.000 0.919 0.849 0.000 0.878 0.900 0.000 0.000 0.919 Total 0.9350.909 WESTBOUND 0.892 PM AM 07:15 AM - 08:15 AM NORTHBOUND SOUTHBOUND 0.963 04:30 PM - 05:30 PM SOUTHBOUND 0.859 0.892 EASTBOUND EASTBOUND 11/9/2017 Ortega Hwy NORTHBOUND Ortega Hwy 0.918 WESTBOUND I-5 SB Ramps I-5 SB Ramps A-15 ID:17-01237-002 Day: City:San Juan Capistrano Date: AM 867 0 871 0 AM NOON 0000 NOON PM 782 0 912 0 PM AM NOON PM PM NOON AM 2020 1 000 2 713 0 622 000 02439 0 369 000 0 TEV 3978 0 4086 0 000 1085 0 1077 3 PHF 0.92 0.93 164 0 163 1 0000 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 0000AM Peak Hour Turning Movement Count 602 Total Vehicles (PM) Total Vehicles (PM) I-5 SB Ramps & Ortega Hwy Thursday 11/09/2017 CONTROL WESTBOUND07:15 AM - 08:15 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1956 COUNT PERIODSTotal Vehicles (AM)PEAK HOURSTotal Vehicles (AM) NONE 04:30 PM - 05:30 PM 0 0 0 Signalized Ortega HwyEASTBOUNDI-5 SB Ramps 533 0 I-5 SB Ramps SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1989 0 Ortega Hwy07:00 AM - 09:00 AM NONE 1489 0 1495 NOONAM PM 00 0000000 0000000 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON `NOONPMAMNOONAMPMNOONAMPMNOONPMAMA-16 LINSCOTT,LAW &GREENSPAN,engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\Dividers\3910 - Sub-Dividers (Response memo).doc APPENDIX A-1B YEAR 2018COUNTS A-17 1 A-18 National Data & Surveying Services Intersection Turning Movement Count Location:I-5 NB ramps & Ortega Hwy City:San Juan Capistrano Project ID:18-01238-009 Control:Signalized 11/13 - 11/15/2018 Date: NS/EW Streets: 0.30.31.3001010012.50.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 7:00 AM 2869100705012625812400017415024800000974 7:15 AM 48594009070126301136000226180257000001119 7:30 AM 635104006090155291158000207160266000001145 7:45 AM 366162016040209365166000150150259000001199 8:00 AM 367177018050208361145010163140268000001214 8:15 AM 389106018080189299150000217160274000001153 8:30 AM 307106005080236249134010177280254000001028 8:45 AM 37101280010060168276129010178160238000001053 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :316 55 968 0 3 59 0 52 0 136 57 2400 1142 0 3 0 1492 138 0 2064 000008885 APPROACH %'s :23.55% 4.10% 72.13% 0.00% 0.22% 23.89% 0.00% 21.05% 0.00% 55.06% 1.58% 66.63% 31.70% 0.00% 0.08% 0.00% 40.39% 3.74% 0.00% 55.87% PEAK HR :07:30 AM 39 37 44 08:00 AM TOTAL PEAK HR VOL :173 27 549 0 3 28 0 26 0 73 31 1316 619 0 1 0 737 61 0 1067 000004711 PEAK HR FACTOR :0.687 0.750 0.775 0.000 0.750 0.875 0.000 0.722 0.000 0.913 0.861 0.901 0.932 0.000 0.250 0.000 0.849 0.953 0.000 0.974 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU NBL2 SBL SBT SBR SBU SBR2 EBL EBT EBR EBU EBU2 WBL WBT WBR WBU WBT2 EB2U EB2L2 EB2T2 EB2R2 EB2U2 0.30.31.3001010012.50.50002.50.50000000 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL 4:00 PM 4789701150701813375128000225120201000001147 4:15 PM 43511000110902212374128000237180208000001177 4:30 PM 3938801110802011376140010234180226000001176 4:45 PM 4361070090802213385128000219230231000001194 5:00 PM 37776001101102114350155000235260225000001168 5:15 PM 4441120160100196330120000256250233000001166 5:30 PM 374870180901411348130010231130197000001091 5:45 PM 4149100120701412357146010195130162000001055 NL NT NR NU NL2 SL ST SR SU SR2 EL ET ER EU EU2 WL WT WR WU WT2 E2U E2L2 E2T2 E2R2 E2U2 TOTAL TOTAL VOLUMES :331 41 768 0 4 83 0 69 0 150 92 2895 1075 0 3 0 1832 148 0 1683 000009174 APPROACH %'s :28.93% 3.58% 67.13% 0.00% 0.35% 27.48% 0.00% 22.85% 0.00% 49.67% 2.26% 71.22% 26.45% 0.00% 0.07% 0.00% 50.01% 4.04% 0.00% 45.95% PEAK HR :04:15 PM 290 289 296 04:45 PM TOTAL PEAK HR VOL :162 21 381 0 1 42 0 36 0 85 50 1485 551 0 1 0 925 85 0 890 000004715 PEAK HR FACTOR :0.942 0.750 0.866 0.000 0.250 0.955 0.000 0.818 0.000 0.966 0.893 0.964 0.889 0.000 0.250 0.000 0.976 0.817 0.000 0.963 0.000 0.000 0.000 0.000 0.000 Ortega Hwy NORTHBOUND Ortega Hwy 0.920 WESTBOUND I-5 NB ramps I-5 NB ramps 0.934 0.911 EASTBOUND SOUTHBOUND 0.894 0.948 04:15 PM - 05:15 PM SOUTHBOUND EASTBOUNDPM AM 07:30 AM - 08:30 AM NORTHBOUND 0.851 11/13 - 11/15/20183-Day Average Total 0.9870.988 WESTBOUND 0.977 I-5 NB Ramps 0.970 A-19 2 A-20 National Data & Surveying Services Intersection Turning Movement CountLocation:I-5 SB ramps & Ortega Hwy City:San Juan Capistrano Project ID:18-01238-008 Control:Signalized Date: NS/EW Streets: 0000202003102200 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 00001870143002212706914300790 7:15 AM 00002031233002173908316800944 7:30 AM 000017802540 0 283 44 0 82 184 001025 7:45 AM 00002560214 0 0 298 53 0 72 142 0 0 1035 8:00 AM 000023811990027638 0 79 130 0 0 961 8:15 AM 00001710208002653209116600933 8:30 AM 00001660 162 0 0 232 33 0 79 148 0 0 820 8:45 AM 00001800189002303708714200865 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :000015792 1602 0 0 2022 303 0 642 1223 0 0 7373 APPROACH %'s :49.61% 0.06% 50.33% 0.00% 0.00% 86.97% 13.03% 0.00% 34.42% 65.58% 0.00% 0.00% PEAK HR :07:15 AM 38 37 44 07:45 AM TOTAL PEAK HR VOL :00008752900001074174 0316624 0 0 3965 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.854 0.500 0.886 0.000 0.000 0.901 0.821 0.000 0.952 0.848 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0000202003102200 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 00002760 187 0 0 243 49 0 107 183 0 0 1045 4:15 PM 0000270117300242410102178001007 4:30 PM 000025301760 0 270 39 0 99 176 001013 4:45 PM 000026801770025645 0 99 172 0 0 1017 5:00 PM 000024101960028641 0 102 182 0 0 1048 5:15 PM 000022911910023438 0 104 188 0 0 985 5:30 PM 00002281195002533409717100979 5:45 PM 000023002110026938083169001000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :00001995 3 1506 0 0 2053 325 0 793 1419 0 0 8094 APPROACH %'s :56.93% 0.09% 42.98% 0.00% 0.00% 86.33% 13.67% 0.00% 35.85% 64.15% 0.00% 0.00% PEAK HR :04:15 PM 290 289 296 05:00 PM TOTAL PEAK HR VOL :000010321 722 0 0 1054 166 0 402 708 0 0 4085 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.956 0.250 0.921 0.000 0.000 0.921 0.922 0.000 0.985 0.973 0.000 0.000 Ortega Hwy NORTHBOUND Ortega Hwy 0.883 WESTBOUND I-5 SB ramps I-5 SB ramps SOUTHBOUND 0.945 0.889 EASTBOUND EASTBOUNDPM AM 07:15 AM - 08:15 AM NORTHBOUND 11/13 - 11/15/2018 3-Day Average Total 0.9740.933 WESTBOUND 0.977 0.958 SOUTHBOUND 0.986 04:15 PM - 05:15 PM A-21 LINSCOTT,LAW &GREENSPAN,engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino N:\3900\2173910 - River Street Development, San Juan Capistrano\1 - Report\Dividers\3910 - Sub-Dividers (Response memo).doc APPENDIX A-IIA YEAR 2017TRAFFIC CONDITIONS – ICUMETHOD OF ANALYSIS A-22 6FHQDULR$0([LVWLQJ 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ppendix April 2019 Appendix C. Lighting Plan RIVER STREET MARKETPLACE PROJECT FINAL EIR CITY OF SAN JUAN CAPISTRANO Appendix PlaceWorks This page intentionally left blank. April 11, 2019 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Project: River Street Marketplace Project No: 15090 To Whom it May Concern, In reponse to the public comments received from the circulation of the draft environmental impact report for River Street Marketplace regarding lighting along the easterly property line, we have updated our lighting package to reflect a 42” tall bollard style light along the emergency access lane bordering said eastern property line and adjact residences. With this new fixture we have taken action to ensure the lowest light levels at the property line in concern for glare and visibility from the adjacent residences while still maintaining a balance between sufficient light levels for security and safety in the emergency access lane. The new light levels along the easterly property line range predominantly from 0.0 foot candles to 0.1 foot candles. Please feel free to contact me should you have any questions or concerns. Thanks so much. 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