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SR-02-24-2015-8A - 418-003ID City Council Report City Of Banda molded City Council Regular and Special Joint Meeting: February 24, 2015 Agenda Item:t. -. To: Mayor and City Council From: David Martin, Director of Planning and Community Development Subject: Concept Design for Interim Use of the 4th /Colorado City -Owned Property and Funding for Construction Documents and Continued Long Term -Use Analysis and Site Studies Recommended Action Staff recommends that the City Council: 1) Approve the revised interim use concept design for the City -owned property at 4th and Colorado Station Site (Option C) and direct staff to proceed with schematic design, design development and construction documents for an interim use at the 4th /Colorado Station Site at a cost of $2.0 million; 2) Approve the concept design for 16th Street to improve immediate Expo Station and Memorial Park access, to be implemented with existing maintenance and project funds; 3) Authorize the budget changes as outlined in the Financial Impacts and Budget Actions section of this report. Executive Summary 4th /Colorado Expo Station The first phase of the 4th /Colorado Station Site Studies project (4CO Project) has resulted in a recommendation for an interim use for the City -owned property, that incorporates stakeholder input and supports downtown transit transfer and multi -modal first/last mile connections in time for the anticipated Spring 2016 operation date for light rail service. [Attachment A - 4CO Station Site Interim Use Image] 1 On November 25, 2014, Staff proposed to Council an interim six berth bus transfer facility (Attachment B) with related kiss- and -ride, shuttles, restrooms, information kiosk, and pedestrian amenities at the station site, including a new signal and two new bus stops on 5th Street that could remain in the long term. If approved, the interim use project would have been constructed by January 2017 for approximately $6.6 million. Council directed staff to provide a short -term solution that would be in place during the ongoing analysis and outreach of a long -term vision for the site, requesting a revised concept for Council consideration in February 2015. The Council noted their preference for an interim plan that was less expensive, brought fewer vehicles onto 5th Street, could be completed closer to the opening of the light rail, and was less focused on off - street bus use. Based on the Council comments, staff generated two revised options (Options 'A and B) which eliminated the on -site bus improvements, reconfiguration of Palm Court and the proposed signal on 5th Street. Option A provided a lower lot that requires a ramp resulting in additional construction time and expense, reduces potential traffic queuing onto 5th Street, and provides 6 shuttle spaces and 11 kiss - and -ride spaces. Option B provided improvement to the existing smaller, upper parking lot on 5th Street, provides a lower cost alternative that could be completed in time for Expo opening and provides 3 shuttle spaces and 7 kiss - and -ride spaces. Staff discussed these two options with multiple stakeholders and an internal working group of executive management. Stakeholders identified key benefits in both options: a "lighter touch" with minimal fixtures and finishes, less expensive options that can be functional by opening day, a flexible lower lot that could host temporary uses and events, and a design that minimized additional vehicle traffic on 5th Street. Recognizing the need to incorporate all these benefits into the project, staff developed revisions to the lower lot concept in a phased hybrid of the two revised concept designs. FA Option C (Attachment C) allows for a flexible phased upper and lower lot project so that 2 shuttle and 6 kiss - and -ride spaces will be available on opening day via the upper lot and a portion of Palm Court, while the ramp and more extensive facility made up of 6 shuttle and 11 kiss - and -ride spaces is constructed on the lower lot. Phase one construction is estimated to be completed in spring of 2016 in close coordination with the Expo opening, and phase two, construction is estimated to be completed within the following 5 -7 months. In contrast to Options A and B, which utilize concrete curbs, sidewalks and islands to identify pedestrian path of travel, Option C proposes a reduced cost scenario that utilizes primarily asphalt sidewalks, paint, removable plastic delineator posts, truncated domes, and k -rail, etc. to identify circulation to control costs of the interim installation. Concrete curbs would be used selectively along the site perimeter. Upon opening of the lower lot, the upper lot would be re- striped for approximately 30 parking spaces and remain as a swing space, available as a facility for shuttles and kiss - and -ride if temporary uses in the lower lot required short term displacement of shuttle and kiss- and -ride spaces. In addition to providing flexible spaces that allow for multiple functions, the low investment paint and removable elements define the temporary nature of the interim use. Constructed in two phases, the approximate construction cost estimate for Option C is $2.0 million (rough order -of- magnitude). Approval of the revised interim use will not eliminate or restrict any particular long term use option in the future. Identifying Long -Term Use Potential at 4CO The 4CO Project includes two related tasks, addressing the priority for a functioning interim use that is available when Expo opens, and defining the optimal circulation, land use and urban design parameters for the long -term use of the site. Long term analysis must evaluate the best way to serve the community and meet transit and access needs to and from the Downtown District using this City -owned linkage site. Building on the findings of the interim use concept development process, staff and AECOM are continuing the long -term use analysis for completion in 2015. Following the Council approval of the revised interim use concept design, the interdepartmental group will continue to work with AECOM to determine the optimal infrastructure objectives for the long -term use, the costs and feasibility of a bus transfer station, additional downtown public parking and concepts for relocation of the 1 -10 Freeway off -ramp as described in the Draft Downtown Specific Plan (DSP). K, The results of the analyses for long -term potential and infrastructure objectives would be brought to Council for discussion in concert with review of the DSP so the Council may consider the information in context as the basis of a Request for Qualifications (RFQ) for a joint -use partner. The budget request authorizes the remaining $700,000 to complete these studies and begin public outreach. 17th Street/SMC Expo Station — 16th Street Reconfiguration Over the last 14 months a robust outreach process has been underway to generate a draft Memorial Park Neighborhood Plan (MPNP). Identified community priorities for the area include access improvements to the station and Memorial Park, as well as responding to physical changes on Colorado Avenue created by Expo construction. Plan concepts supported by the community include improved access to Memorial Park though new street and pedestrian connections, the addition of bikeways to some existing streets, and the conversion of 16th Street to a one -way northbound street with added short -term on- street parking for Memorial Park users and drop- off /pick -up locations for both park and light rail patrons. The 16th Street concept is proposed for immediate implementation before Expo opens, using existing funds and constructed with scheduled street resurfacing projects underway. The one -way configuration would add angled metered parking as well as short -term parking for drop -off and loading to the west side of the street, continue parallel parking on the east side except for portions of the street near the station that would be converted to station drop off and loading areas for passengers and shuttles. Background The Downtown Expo Terminus Station is anticipated to open for passenger service by Spring 2016, connecting Santa Monica to Culver City and Downtown Los Angeles. In 2011, City staff began working with the Expo Construction Authority to provide changes to the alignment of the Expo Terminus station for a straighter track to improve vehicle throughput on 5th Street. The final alignment resulted in a smaller station footprint than the original configuration, creating a significant remnant site as depicted in the illustration below. 13 • ADA compliant grading between station and other facilities, reconfiguration of fire access lane for improved pedestrian orientation and ADA access • Lighting, landscaping, shade structures, wayfinding and signage and opportunities for station site amenities (information kiosk, restrooms, removable carts) 4. Circulation Improvements • New access road off of 5th Street with future new 5th Street signal • Access alley to serve the building at 1640 5" Street • Bikeshare location • Sidewalk widening at Palm Court and adjacent to TPSS facility • Optional 4th Street access at a later date At the November 25 meeting, Council asked for a revised interim use concept that incorporated comments (described below) and included additional stakeholder input to be considered in February 2015. This staff report presents the process for developing the revised interim use concept that responds to Council, stakeholder and public outreach and is recommended for approval by the interdepartmental group. Previous Council Actions Prior to November 2014 At the May 11 2009 (Attachment E) meeting, Council allocated a portion of redevelopment funds to study the feasibility of freeway capping or connection improvements between Ocean Avenue and 4th Street, recognizing this connection as critical to the integration of the Expo Light Rail terminus station, the Downtown and the Civic Center areas, and as envisioned in the Land Use and Circulation Element and Civic Center Specific Plan. At the January 19 2010 (Attachment F) Council meeting, Council directed staff to execute phased contracts with AECOM for this work. On April 12, 2011 (Attachment G), Council prioritized short term and long term projects related to the circulation in the Civic Center and the Downtown. Short term projects required additional implementation steps and mid- and long -term projects required additional analysis. On September 13, 2011 (Attachment H), Council received an update on the refined alignment of the Downtown Expo Light Rail Station which allowed for significant circulation improvements. On JanuaB 24, 2012 (Attachment 1), Council approved a contract amendment for planning, feasibility and circulation analysis related to the 0 [Attachment D — Expo Terminus Station Alignment Image] The 4CO Project was initiated to both develop an interim use, and perform analysis for the long -term visioning for the City's approximately 86,250 square foot property located at Colorado Avenue between 4th and 5th Streets, including the remnant parcel of 402 Colorado Avenue and the parcels of 1636 5th Street. With the construction of the Olympic Crossover and inclusion of the parcels of 1640 5th Street, evaluation of potential long -term uses would include an additional 53,000 square feet. The initial stages of the project are intended to provide the necessary temporary multi -modal connectivity and access not included in the Expo station design, and the later stages provide the supporting long -term analysis to ensure these circulation benefits would be included in the vision for the final site design. Staff was originally directed to address the priority need to provide interim bus transfer service that would be functional by the time Expo light rail begins operating passenger service. The interim use concept that was developed and recommended to Council for approval on November 25, 2014 proposed the lowest cost improvements that delivered the highest possible level of bus service within 500 feet of the station: 1. Six bus bays on -site (three -60' bus bays and three -45' bus bays) 2. Shuttles /Para- transit/Kiss- and -ride Improvements with reconfiguration of Palm Court to accommodate kiss - and -ride 3. Activation and Safety Improvements: 6i Freeway Capping /Bridging feasibility analysis to further explore freeway off -ramp and bridging connections to improve the vehicular street network. However, the work was put on hold in 2012 due to uncertainties of continuing to use redevelopment agency funding for the analysis. On June 101 2014 (Attachment J), Council authorized a third contract modification for AECOM to provide circulation, planning, urban design, transportation, environmental and economic analysis, infrastructure, parking, and transportation demand consultant services for the 4th /Colorado Station Site. These analyses are related to the interim use for the site for when the train becomes operational, as well as analysis for long term uses at the site. AECOM is working closely with City staff and sub - consultants Fehr and Peers to understand traffic flow impacts related to various interim and long term options; identify the optimal location, width and impacts of a potential road through the station site to improve the overall circulation network; as well as define the location of traffic signals, driveway curb cuts and parking access to best serve both the interim and long term use of the site. Discussion On November 25, 2014 (Attachment K), Council reviewed the recommended concept design for the proposed interim use for the 4CO station site and directed staff to complete stakeholder outreach and generate a revised interim use concept design for Council consideration in February 2015. The Council's main concerns were: 1. Long -term: Keep in mind "big picture" long -term changes to the Downtown circulation and network expansion. 2. Process: Develop the interim use concept with enhanced stakeholder input. 3. Circulation: Maintain tunnel access between the Sears site and station site if possible and minimize adding bus, kiss - and -ride, and /or shuttle traffic to Palm Court, 5th Street and the freeway off -ramp. 4. Function: Avoid a single -use concept by focusing on flexibility and multi -uses. 5. Cost: Study a lower cost investment in temporary site improvements. 6. Timing: Develop an interim use concept to coincide with the currently anticipated public opening of the light rail. 7. Placemaking: Explore creative and innovative ideas, including public art opportunities, for making the station site vibrant and active while a long -term use is planned. 7 An interdepartmental group, comprised of staff from Public Works (PW), Big Blue Bus (BBB), Housing and Economic Development (HED), the Fire Department, the Police Department, the City Manager's Office, and Planning and Community Development (PCD), reconvened after the November 25, 2014 Council meeting to set parameters for a revised concept in response to Council's direction. The group recognized the challenge in continuing to accommodate bus operations while lowering project costs and meeting scheduling requirements for design, permitting and construction prior to February 2016. The group reached a consensus to exclude bus operations from the 4CO station site as an interim use and to construct two additional on- street bus stops on 5th street within 500 feet of the station to meet immediate BBB needs while the long term solution is underdevelopment. Staff developed two options for discussion, representing different cost and construction schedules. In addition to the cost and timing savings of excluding bus operations from the 4CO station site, the revised concepts address the Council's concerns regarding flexibility and minimizing traffic to Palm Court, 5th Street and the freeway off -ramp. The interdepartmental group identified the following parameters to develop the revised interim use concepts: • Reduce interim project cost. • Provide new bus stops on the street as opposed to on -site. • Provide for appropriate para- transit, kiss - and -ride and shuttle access to the site to prevent unregulated use of downtown bus stops and red curb. • Maintain access and parking for the users of the properties located at 1636 5th Street and 1640 5th Street. • Activate the site and provide necessary lighting and pedestrian safety amenities. • Provide functional service as close as possible to opening day. • Consider future opportunity to build a 5th street signal and access to 4th Street. • Create additional queuing space to accommodate increased shuttle usage. These parameters were addressed in different ways in Options A and B, which were ultimately combined into proposed Option C to maximize the benefits achieved. In comparison to the project that was recommended to Council in November, Options A, B and C are lower in cost, better meet scheduling requirements for opening day, and 0 provide more flexibility in terms of the uses on the site including maintaining tunnel access to Sears. All of the potential revised interim use concepts provide cost savings by removing the necessity for the site preparation and 5th Street signal to accommodate bus operations, eliminating reconfiguration and regrading of the fire access lane for an ADA compliant transfer zone between station and bus facilities, simplifying materials and finishes, and removing pedestrian amenities such as shade structures and public restrooms. Option A "Lower Lot' Plan The following describes the preliminary Option A presented to stakeholders: [Attachment L — Option A "Lower Lot' Plan Image] �r�S Now Bus Slop — J 6TH STREET F1 • 8;1 11 - --�® X� 4TN STREET nom.. .. r ® /Si1 Option A "Lower Lot' Plan proposes a large lower lot that would provide 6 shuttle spaces and 11 kiss - and -ride spaces, reduce potential traffic queuing onto 5th Street and allow for the potential for a future curb cut to 4th street. The estimated cost is approximately $2.6 million. Construction of a ramp to the lower lot, concrete curbs, sidewalks and islands are significant portions of the expense, requiring retaining walls that result in a permitting and construction schedule for completion after opening day, in fall of 2016. This option precludes temporary uses on the lower parking lot., Option B "Upper Lot" Plan The following describes a lower cost, more quickly constructed Option B also discussed with stakeholders: [Attachment L — Option B "Upper Lot" Plan Image] Iew BUC SIOp�� SiH SiIT Ei II \II \tii o TPSS Tacitly 4TH STREET /TH STREET Option B "Upper Lot" Plan limits the scope of work to the upper existing parking lot on 5th Street and proposes a smaller, lower cost alternative that would provide 3 shuttle spaces and 7 kiss - and -ride spaces in the upper lot and a fenced -off lower lot for which the use could be determined at a later date. The estimated cost of Option B is approximately $1.3 million and construction would likely be completed in time for Expo's opening. There is concern about potential for queuing issues if shuttle usage increases with time. 10 4CO Stakeholder Outreach: Options A and B Responding to Council's direction to develop the interim use concept with enhanced stakeholder input, the above draft concepts were presented to stakeholders. Options A and B were presented to and discussed with DTSM, Inc., Santa Monica Chamber of Commerce and Convention and Visitors Bureau, Macerich, Sears, OTO Hotels and the representative for 1640 5th Street. Comments from the stakeholder outreach primarily focused on: • Support of revised "lighter touch" and minimal, lower cost investment with less extensive scope. • Sufficient lighting, activity and enforcement to ensure a comfortable pedestrian atmosphere. • Sufficient accommodation of shuttles to avoid unnecessary traffic impacts due unauthorized use of bus stops for shuttle drop -off activity. • Desire for a flexible lower lot that could be used for temporary activities to support an active urban environment and the station site while the long -term vision for the site is under consideration. • Reducing financial investment in a temporary facility. Almost all external stakeholders preferred Option B due to the "lighter touch" and more minimal investment as well as creating an opportunity for temporary uses in the lower lot that could activate the area and support the station site while the long -term vision for the site is under consideration. Option C "Phased Upper and Lower Lot" Plan Staff recommends a phased version that incorporated the benefits of both Options A and B that allows for the upper lot to likely be functional on opening day and remain in place as a potential swing space if the lower lot were to be used for temporary events was developed. This hybrid, phased approach is presented in this report as the recommended Option C "Phased Upper and Lower Lot" Plan. This phased plan consists of: • Site development footprint that includes both the upper and lower lots. • Necessary grading to create a vehicle ramp from 5th Street to the lower lot and provide ADA access between the platform, handicapped access ramp and the locations for para- transit vehicles. 11 • On -site kiss - and -ride and shuttle operations closer to light rail transit. • Two off -site bus stops on 5t" street. • Preservation of 10 parking spaces leased to Apple and upper parking lot following completion of Phase two. • Removal of up to 4 metered parking spaces along the west side of Palm Court. [Attachment M — Option C "Phased Upper and Lower Lot' Plan Images] Option C is estimated to be constructed in two phases so that upon completion of the first phase, the upper lot is likely to be completed to provide 2 shuttle spaces and 6 kiss - and -ride spaces by opening day. The lower lot and access ramp would be completed in Phase Two approximately 5 -7 months later. The estimated construction cost for this project is approximately $2.0 million. Comparatively, the estimated construction cost of the original proposed interim use was approximately $6.6 million. To control costs of the interim installation, Option C is designed to be the most cost efficient by significantly reducing curbs, sidewalks, islands, and landscaping in comparison to Options A and B and utilizing primarily asphalt sidewalks and paint to identify circulation paths of travel with paint and removable plastic delineator posts, truncated domes, k -rail, etc. Concrete curbs would be used selectively along the site perimeter. iM Phase One: Construction of two bus pads on 5th Street and an asphalt upper lot with striping for 10 parking spaces (as required by the lease for 1636 5th Street through September 2017), 2 shuttle spaces and 6 kiss - and -ride spaces. Phase One is anticipated to likely be in place in time for Expo's opening while Phase Two is being constructed. Phase Two: Construction of a ramp and asphalt lower lot with striping for 6 shuttle space and 11 kiss - and -ride spaces using removable components such as delineator posts, to indicate separation between pedestrians and vehicles. Upon completion of Phase Two, estimated to occur in fall of 2016, the upper lot would be restriped for approximately 30 parking spaces. Should a temporary use be desired for the lower lot, the upper lot would be restriped as an as- needed swing space for shuttles and kiss -and- ride during the temporary use of the lower lot. A comparison chart that lists the estimated construction cost, anticipated completion date among other considerations for the November 25 interim use concept; Options A, B and C; and a No Build Option is provided in Attachment N. The comparison chart is provided for informational purposes only. 4CO Stakeholder Outreach: Option C Between January and February 2014, staff continued outreach efforts and presented the new Option C to stakeholders. Comments from this second round of stakeholder outreach primarily focused on: • Support for the "light touch" with flexibility. • Support for moving forward with long -term analysis, including studying the potential for a future curb cut to 4th Street, and focusing on the long -term vision for the site. • Support for a design that makes use of temporary elements such as asphalt and paint. W • Concern about removal of some of the 18 metered parking spaces along Palm Court to install a new driveway and 2 kiss - and -ride spaces to the upper level lot. On January 29, 2014, staff returned to the DTSM, Inc. Board to present the revised options and provide an update on the 4CO Project. Following a discussion of all three options, DTSM, Inc. expressed unanimous support for Option C, and requested that staff move ahead quickly with the long -term analysis of the station site and accelerate the process for releasing an RFQ /P as soon as possible. Concurrent Long -Term Use Analysis for 4CO Following Council approval of the revised interim use concept design, staff will proceed with the development of final design and construction documents and will return to Council for construction contract award authorization. The interdepartmental group will continue with the strategic, long -term planning analysis to evaluate the network expansion proposed in the Draft DSP. These concepts include developing the freeway adjacent sites together with the Colorado Esplanade and the station site to achieve significant roadway capacity circulation improvements at this prominent gateway. While the station site will serve a critical function as a mobility hub, it may also provide opportunities for shared parking, improved access to and from the site and more connectivity to all of the surrounding areas. Coordination and development of an expanded road network using these sites would provide the City with more future options for addressing traffic pressure points in the southern end of the Downtown. The long term analysis will consider additional uses within a transit - oriented development and address issues such as 4th Street access, future City and BBB operational needs, interface with adjacent sites, and the cost/benefit analysis for the relocation of the 4th Street freeway off -ramp. Staff anticipates the ongoing Draft DSP circulation anlysis and long -term study on this site will be conducted simulataneously, and recommendations for infrastructure objectives will serve as the basis for an RFQ /P would be reviewed in concert with the review of the final DSP through 2015. M [Attachment O — 4CO Concurrent Long -Term Use Analysis Image] DSP 4CO Alternatives The Council may also consider selecting the lower cost Option B or a No Build Option as alternative actions. With a greater estimated construction cost than Option C, Option A is not recommended as an alternative action for Council consideration. 17th Street/SMC Expo Station —16th Street Redesign The concept design for 16th Street emerged from over one year of public outreach for the emerging Memorial Park Neighborhood Plan (MPNP) that has engaged neighborhood groups, business owners and employees, the school district, the Santa Monica Little League Board of Directors, individuals who use the area on a daily basis, and several of the City's Boards and Commissions, including the Recreation and Parks Commission, the Field Sport Advisory Committee, and the Planning Commission. These constituents have described the need for an enhanced circulation network to support Memorial Park's function and future as an active recreation open space and center for community and youth services. To this end, the draft vision includes improved access to Memorial Park though new street and pedestrian connections, the addition of bikeways to some existing streets, and the conversion of 16th Street to a one -way northbound tb'1 street with added short -term on- street parking for Memorial Park users and drop- off /pick -up locations for both park and light rail patrons The future 17th Street/SMC Expo station will occupy a large portion of Colorado Avenue between 15th Court and 17th Street. The siting of the station and its access ramps will effectively block 16th Street to northbound movements at Colorado Avenue, and will restrict access for users traveling west down Colorado Avenue. Based on 16th Street's limited future utility as a two -way street, the MPNP proposes that it be reconfigured between Olympic Boulevard and Colorado Avenue as a one -way, northbound -only thoroughfare. The conversion of the street to one -way also would provide the opportunity to meet community expectations to locate additional parking and drop -off space for Memorial Park users as well as drop -off and pick -up at the 17th Street/SMC Expo Station (Attachment P). Although the MPNP planning process is underway and the Plan has not yet been adopted, staff recommends that preliminary measures to redesign 16th Street respond to the immediate need to provide kiss - and -ride and shuttle areas and additional parking resources prior to the opening of the light rail station. Reconfigured as a one -way northbound street, 16th Street accommodates front -in angled parking on the west side bordering Memorial Park for park users. Parking includes metered parking as well as short term parking for drop -off and loading. Transit drop -off and kiss - and -ride zones are provided on the northern half of the east side of the street to serve Metro rail patrons. The remaining curb space on the east side of the street continues to. serve on- street parking for the adjacent businesses. The existing SMMUSD driveways are unaffected by these improvements, and the curbside parking and loading yield is increased by approximately 50 percent. Constructed in spring of 2015, this project will be coordinated with the annual repaving program and would not incur additional expenses. New meters for the diagonal space would be supplied with existing meter stock. This project will not cause a significant impact as confirmed by a traffic analysis conducted by Fehr & Peers (Attachment Q). 16 Environmental Analysis The proposed 4CO Project is categorically exempt from CEQA pursuant to Sections 15304 and 15311 of the CEQA Guidelines. Section 15304 provides exemption for a class of projects (Class 4) consisting of minor alterations in the condition of land. Section 15311 provides exemption for a class of projects (Class 11) consisting of the construction of minor structures accessory to existing commercial, industrial, or institutional facilities, including small parking lots. The project consists of the paving and striping of two areas adjacent to the future Downtown Station for the Expo LRT. The paved areas would serve as kiss - and -ride and shuttle drop -off and pick -up areas for the future station. Therefore, the project qualifies as a Class 4 and Class 11 exemption. In addition, none of the exceptions specified in Section 15300.2 of CEQA Guidelines would apply that would preclude the use of these CEQA exemptions - The project site is not located in a sensitive environment, the project will not have a significant effect on the environment, the project would not damage scenic resources, the project would not be located on a hazardous waste site; and the project would not cause a change to a historical resource. Therefore, this project is categorically exempt per Sections 15304 and 15311 of the CEQA Guidelines. The proposed 16th Street Redesign project is categorically exempt from CEQA pursuant to Sections 15301 of the CEQA Guidelines. Section 15301 provides exemption for a class of projects (Class 1) consisting of minor alterations to existing private and public facilities, including existing streets and highways. The project consists of the repaving of 16th Street to provide one -way access for kiss - and -ride and shuttle drop off and pick up areas for the future Expo LRT station. Therefore, the project qualifies as a Class 1 exemption. In addition, none of the exceptions specified in Section 15300.2 of CEQA Guidelines would apply that would preclude the use of this CEQA exemption - The project site is not located in a sensitive environment, the project will not have a significant effect on the environment as confirmed by a traffic analysis conducted by Fehr & Peers (Attachment Q), the project would not damage scenic resources, the project would not be located on a hazardous waste site; and the project would not 17 cause a change to a historical resource. Therefore, this project is categorically exempt per Section 15301 of the CEQA Guidelines.- Financial Impacts & Budget Actions 4CO Expo Station Site In response to Council's direction to reduce project scope and costs and recommend alternate interim use scenarios, the recommended interim use Option C outlined above would cost an estimated $2.0 million in construction costs. Preliminary analysis involving circulation, planning, urban design, transportation, environmental and economic analysis, infrastructure, parking, and transportation demand consultant services in relation to both interim and long term uses at this site will cost approximately $1.4 million. The revised total project budget of $3.4 million has been reduced from the project cost of $8.0 million recommended in November 2014, and reduced from original estimated project budget of $4.3 million as well. At the June 10, 2014 meeting (Attachment J), Council authorized a third contract modification to contract #9167 (CCS) with AECOM for a total of $1,400,000 for preliminary analysis and site planning work. Council authorized $700,000 included in the FY 2014 -15 Capital Improvement Program (CIP) budget to fund half of the $1,400,000 with the understanding that staff would return to Council for authorization of the remaining $700,000 when additional funds had been identified. Additional funds are now identified in account 1.380233. Approval of the proposed concept design and the continued long term use analysis will require the following FY 2014 -15 budget actions to fund the remainder of the AECOM contract: 1. Release of $700,000 fund balance from reserve account 1.380233; 2. Appropriation of $700,000 to 0019098.589000. Construction is anticipated to occur in FY 2015 -16 and staff will return to Council for award of a construction contract. Funding for construction has already been included in the approved FY 2015 -16 CIP budget. M-1 17th Street/SMC Expo Station Site —16th Street Redesign There is no immediate financial impact or budget action necessary as a result of the recommended action. This project would be coordinated with the annual repaving program, and would not incur additional expenses. New meters for the diagonal space would be supplied with existing meter stock. Prepared By: Francie Stefan, Strategic and Transportation Planning Manager Sarah Lejeune, Principal Planner Linda Huynh, Associate Planner Approved Forwarded to Council David Martin Director, Planning & Community Development Department Attachments: Elaine Polachek Interim City Manager A. 4CO Station Site Interim Use Image (PDF) B. Concept Illustration for Original Proposed Interim Use (PDF) C. Concept Illustration for Option C Revised Interim Use DRAFT (PDF) D. Expo Terminus Station Alignment Image (PDF) E. May 11, 2009 Council Report F. January 19, 2010 Council Report G. April 12, 2011 Council Report H. September 13, 2011 Council Report I. January 24, 2012 Council Report J. June 10, 2014 Council Report K. November 25, 2014 Council Report L. Options A and B Images (PDF) M. Option C Images (PDF) 19 N. Nov. 25 Proposed Interim Use; Options A, B, and C; and No Build Option Comparison Chart (PDF) O. 4CO Concurrent Long -Term Use Analysis Image (PDF) P. 16th Street Concept Design (PDF) Q. 16th Street Traffic Analysis (PDF) WE ATTACHMENT A - 4CO STATION SITE INTERIM USE IMAGE ATTACHMENT B - CONCEPT ILLUSTRATION FOR ORIGINAL NOV. 25 PROPOSED INTERIM USE l °a� tit 11111111111111 8=�_ 1 b 51h St 1840 51h SI. i' -Y Modified BBB Plan with Six Bus Bays Proposed Interim Use Concept Illustration Santa Monica 4th /Colorado Station Site Studies (4CO Project) —n I 1 ATTACHMENT C - CONC] i �i 0 0 I 6TH STREET p New Bus Slop I - 5TH STREET , i -New Bus Stoo -� 11®al 1�A t1� M I Exlstlog Bus Slop - '""••. _.. ?xisting Sus Slop 4TH STREET 4TH STREET �i li iI i� II i L �§ L m 1� PPYI �\4 �O rc Option C "Phased Upper and Lower Lot' Plan Concept Illustration 49 ?® Santa Monica 4th /Colorado Station Site Studies (4CO Project) , o ATTACHMENT D - EXPO TERMINUS STATION ALIGNMENT IMAGE ATTACHMENTS E -K - LINKS TO PREVIOUS COUNCIL REPORTS E. May 11, 2009 Council Report http: / /www. sm gov. n etlde partm ents /co u nci I /age n d asl2009l200905l 2ls200905l 205 -A. htm F. January 19, 2010 Council Report http: / /www.smgov.net/departments /council/ agendas /2010/20100119/s201001120l -Q. htm G. April 12, 2011 Council Report http: / /www.smgov.net/departments /council /agendas /2011 /20110412/s20i l041204 -B.htm H. September 13, 2011 Council Report http: / /www. smgov. net /departments /council /agendas /2011 /20110913/s20l l091308 -B.htm I. January 24, 2012 Council Report http: / /www.smgov. net /departments /Council/ agendas /2012/20120124/s20l2012403 -R. htm J. June 10, 2014 Council Report http://www.smgov.net/departments/council/agendas/2014/2014061 0/s20l4O6l003-N. htm K. November 25, 2014 Council Report http: / /www. sm gov. net/departm entslcou n ci llagendasl20l 4l20l 4l l 25ls20l 4l l 2508 -A. pdf ATTACHMENT L - OPTION A "LOWER LOT" PLAN AND OPTION B "UPPER LOT" PLAN IMAGES ATTACHMENT M - OPTION C "PHASED UPPER AND LOWER LOT" PLAN IMAGES �Ii 1LJ d [D Q New Boa Slop -- '•Y —�. —_ __ _.. 5TH STREET ,1 ,1 ._ New Bus Stop I 1 TPSS i i � \ t \�\ l \� \ n ❑ .i Appio 16 61h $I 16405th 1 �-n F-11 "NU .xislinB Bus Slop- •,,' "•`•" 4TH STREET ""_ _ 4TH STREET Iy� I? 6 F 6 0 = a 0 a o m v m o m E z o > z v r z z z z z z y _ v o ° o o ma m �s o'O '�^ c v m o ei N rl N 'i d N I ` N N° n v o�.i a nano mu nur i°n w3E «i z E °2 v ° v o a a a n E OR w o a E `w� n o v w E a J v o c n v o O ui n E r m N r Z O c o z c v « v u o v o v m v Sc `j v n v a E z ° v z° r ¢ ¢ L ".v° v ° a o m z a o o m o a m o t c E m m n v n m n v ¢ a c w �, u E H E°o a o u v • c 1p N o c v c o 16 o a u u n E z w m Z m Z v E v ° t 6 Z o E 'lN ry C C .a w E a a 2 ¢ w t E m oa u E2 o o = D 0 0 6 y N N W 9 N m _ W E A L �• V K ✓ O✓ n Ei J m a n a b n tf n °o. w E _ E « o v E L- n 10 Q m ATTACHMENT 0 - 4CO CONCURRENT LONG-TERM USE ANALYSIS IMAGE DSP 1111111111111111111R, oil 4CO V IH Q Cn W z 0 W W F Otl U F d 0) Ca O NL Q O O Y c � o e L o o _ -O 3 o u m a m n u to E ao c � 'm m 0 E CL oc � � F Y 3 v � v •D a o m v v a v v Ol � E v e m v v > 3 0 �] U U C 4= .Q b _ C O a L e 0 v ao c U) C C 3 Y W 0 0. O C e v _0 O C � L C C O .7 ON m w o �(U o O Y W C O Lo N yL C d �p f0 N n 0 v L O Y (U Y Y o w may v o n m 0 0 0 C u a f0 O m C 10 CL v v c 0 LL 0 7 N I�� ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS FEHRtPEERS LTA 14A,MIT1IUNPIN Date: February 12, 2015 To: Santa Monica Staff From: Jeremy Klop and Jeff Pierson Subject: 16 '6 Street One -way Conversion: Analysis Findings Ref.:LA13 -2625 The memo summarizes the potential vehicular impacts from the conversion of 16th Street between Colorado Avenue and Olympic Boulevard from a two -way facility to a one -way northbound facility. The vehicular level of service was calculated at four signalized intersections both with and without the proposed project. The changes in average vehicle delay were compared with the City of Santa Monica's significant impact criteria and no impacts were identified in either the existing or future scenario. I Uflljt4lufl # *41.7121 COIN 16th Street between Colorado Avenue and Olympic Boulevard is a local street that currently provides access to Memorial Park, the Colorado Yards located at 1601 14`h Street, the office building located at 1610 17'h Street, the commercial building located at 1601 Olympic Boulevard, and the Santa Monica - Malibu Unified School District offices at 1651 17th Street. By Expo's opening (anticipated February 2016), 16th Street will also provide access to a future additional Memorial Park parking at 160114 1h Street and an Expo parking lot at 1610 Colorado Avenue. There are currently two travel lanes in both directions and on- street parallel parking on both sides of the street. The intersections with Colorado Avenue and Olympic Boulevard are both side- street stop controlled and because of the rail track along Colorado Avenue and a median along Olympic Boulevard, access to and from 16th Street is limited to right -in and right -out turning movements. The project proposes to convert this section of 16th Street from a two -way street to a one -way northbound street. With a single travel lane for vehicles, the northern half of the east side of the street would be converted from northbound on- street parking to kiss - and -ride and drop -off zones with the southern half continuing to provide on- street parking for adjacent uses. The on- street parking spaces on the west side of the street would be removed and converted to front -in diagonal parking to increase the available on- street parking supply. The intersection with Colorado Avenue would remain side - street stop controlled. ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS ANALYSIS METHODOLOGY The potential vehicular impacts of the two -way to one -way conversion were analyzed during the AM and PM peak hours of an average weekday under the following scenarios: • Existing (2013) • Existing (2013) + Project • Memorial Park Neighborhood Plan (2030) No Build • Memorial Park Neighborhood Plan (2030) No Build + Project The following intersections are analyzed for vehicular impacts under each of the four scenarios: 17th & Colorado, 17th & Olympic, 14th & Colorado, and 14th & Olympic. Travel behavior changes at other signalized intersections are not expected to be larger than the regular daily variations in traffic volumes. Traffic counts collected during Fall 2013 were used for the Existing scenario. These traffic counts were collected while the Expo Phase II light rail extension was under construction. The following turning movement restrictions were in place under the Existing scenario: • 14th Street & Colorado Avenue: No NBL, SBL, WBL, or EBL • 17th Street & Colorado Avenue: No NBL or EBL The Memorial Park Neighborhood Plan No Build scenario was used for the future baseline scenario. The traffic volumes for this scenario were forecast using the City's traffic model. Construction related turning restrictions along Colorado Avenue were removed for the future baseline analysis. The vehicular impacts will be determined by calculating vehicular level of service (LOS) using the Highway Capacity Manual (HCM) 2010 methodology with the Vistro software program. Potential impacts will be determined using the City's adopted significant impact criteria shown in the following table. Table 1. City of Santa Monica Significant Impact Criteria for Arterial and Collector Intersections Base Scenario Project Scenario If LOS is A, B, or C Collector Intersection Average delay increases by 15 seconds or LOS is D, E, or F Arterial Intersection Average delay increases by 15 seconds or LOS is E or F If LOS is D Collector Intersection Any increase in average seconds of delay Arterial Intersection Average delay increases by 15 seconds or LOS is E or F If LOS is E Collector Intersection Any increase in average seconds of delay Arterial Intersection If LOS is F Collector Intersection HCM v/c ratio increases by 0.005 Arterial Intersection Colorado Avenue and Olympic Boulevard are both classified as arterials under the City's 1984 Land Use and Circulation Element so the arterial intersection criteria is used for this analysis. ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS TRAFFIC VOLUMES Intersection counts were collected in Fall 2013 at the four signalized study intersections. These will be used to analyze the existing scenario and to forecast future volumes for the future baseline scenario. The pedestrian and bicyclist volumes will also be increased for the future scenarios at the two intersections along 17th Street to account for increased non - motorized activity around the Memorial Park Expo Station. The range of traffic volume that could be shifted due to the one -way conversion was determined from several sources. These include a 2007 daily traffic count along 16'h Street, observed turning movements collected in February 2015, on- street and off - street parking availability, existing intersection counts, and estimates from the travel model. Using these sources, Fehr & Peers determined that a reasonable estimate for the shift in traffic during both the AM and PM peak hours is 25 inbound and 25 outbound vehicle trips. The count data from 2007, before Expo construction and Colorado Avenue reconfiguration, suggests that as many as 50 inbound and 50 outbound trips could be affected. While this estimate is twice as high as current traffic volumes, the redistribution of an estimated 50 inbound and 50 outbound trips is used to analyze the project, providing an analysis of the upper end of the expected range of change. TRIP DISTRIBUTION The proposed one -way conversion will cause eastbound traffic destined for 16th Street on Colorado Avenue and westbound traffic departing 16th Street on Olympic Boulevard to shift. Figure 1 shows how the 50 inbound and 50 outbound trips are likely to be redistributed after the conversion of 16'h Street to a one -way northbound street. Both the AM and PM peak hours will use this distribution. Only those turning movements which are affected are shown on the figure. While a through vehicular connection from 17th Street to 16th Street exists today, the redistribution assumes that all vehicles recirculate on 16th Street and 17th Street instead of travelling through the parking lot which serves both streets. Table 2 shows the turning movement volumes for each of the four analysis scenarios SCENENARIO RESULTS Tables 3 and 4 show the intersection LOS results for each of the study intersections in each analysis scenario. Since the majority of new trips are added to right turning movements with a right turn pocket, there are no increases in average delay at 3 of the 4 intersections. At 17th Street & Olympic Boulevard, the southbound right turn is shared with the southbound through lane. This interaction causes the average intersection delay to increase, however the changes do not cause a significant impact. Detailed LOS calculation sheets are available in Appendix A. ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS Amo SVi ae birei a 11ta saala hl [ YGmle•altdollhaj That tltifish Place 1JlJ< \ J O Pure lla (ia %5. Jngle P.A. Masi GARTNER 5!?, it °\ t rrolo lausu :. hsr <�\�Aa %ao toes Nal sarakla :c pp G n rva +ory6 0 Ms % h� �O� San+a Mwxae hkl bus %9Q 11 a, to GGmsal �O lb, p�flxtl Sch 0 V ( + Batt v tl nlons GO //� TOW" Flat Wl ecla J' O` a 1 fJ :% w ) h5; !J n. rsl aee age Mkoaa 6vallery lonn9 i.E hh4 L CGek 1, In4nstnPmla- F 4� 2 "S Iledbox Setna ➢i + imtlln 2��� uetmau MOlai l� Car Servlre5 fib J .AnimalllosP' crank stl0.9V Il;a%yO ) hs 5Va a Figure 1. Estimated AM and PM peak hour traffic redistribution with one -way northbound 16" Street ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS Table 2. Turning Movement Volumes tion Hour NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Existing rnt,,e et & Avenue AM 0 486 96 0 506 12 0 148 45 0 141 27 PM 0 467 51 0 533 13 0 160 70 0 223 58 et & Boulevard AM 41 457 119 185 290 63 62 363 9 139 437 133 PM 22 357 107 116 463 48 53 333 58 170 496 115 et & Avenue AM 0 306 112 82 274 28 0 269 24 41 225 79 PM 0 304 63 57 429 31 0 294 44 67 327 86 4 17th Street & Olympic Boulevard AM 47 246 70 161 151 62 53 509 14 102 560 98 PM 19 182 78 154 321 49 39 445 23 170 777 125 Existing + Project 1 14th Street & Colorado Avenue AM 0 486 86 0 506 12 0 148 45 0 141 27 PM 0 467 41 0 533 13 0 160 70 0 223 58 2 14th Street & Olympic Boulevard AM 41 447 129 185 290 63 62 363 9 139 437 133 PM 22 347 117 116 463 48 53 333 58 170 496 115 3 17th Street & Colorado Avenue AM 0 306 112 82 274 28 0 269 114 41 225 79 PM 0 304 63 57 429 31 0 294 134 67 327 86 4 17th Street & Olympic Boulevard AM 47 246 70 161 151 152 63 509 14 102 560 98 PM 19 182 78 1 154 321 139 49 445 23 170 777 125 Future 1 14th Street & Colorado Avenue AM 30 490 120 20 510 20 0 150 80 0 150 140 PM 40 470 60 10 540 20 0 160 140 0 230 130 2 14th Street & Olympic Boulevard AM 50 460 160 190 290 70 70 420 10 140 440 140 PM 30 360 110 120 470 50 100 340 60 170 670 120 3 .17th Street & Colorado Avenue AM 60 310 120 90 280 30 40 270 30 90 270 140 PM 70 310 70 60 430 40 30 300 50 160 350 140 4 17th Street & Olympic Boulevard AM 90 250 90 170 220 70 60 550 20 110 570 100 PM 20 190 110 160 360 100 40 470 30 170 780 130 Future + Project 1 14th Street & Colorado Avenue AM 30 490 110 20 510 20 0 150 80 0 150 140 PM 40 470 50 10 540 20 0 160 140 0 230 130 2 14th Street & Olympic Boulevard AM 50 450 170 190 290 70 70 420 10 140 440 140 PM 30 350 120 120 470 50 100 340 60 170 670 120 3 17th Street & Colorado Avenue AM 60 310 120 90 280 30 40 270 120 90 270 140 PM 70 310 70 60 430 40 30 300 140 160 350 140 4 17th Street & Olympic Boulevard AM 90 250 90 170 220 160 70 550 20 110 570 100 PM 20 190 110 160 360 190 50 470 30 170 780 130 ATTACHMENT Q - 16TH STREET TRAFFIC ANALYSIS Table 3. Existing Scenarios: Intersection LOS Analysis ID Intersection Peak Hour Existing Existing + Project Change V/C Delay / LOS WC Delay / LOS V/C Delay Impact 1 14th Street & Colorado Avenue AM 0.421 28/C 0.421 28 / C 0.000 0 No PM 0.512 27 / C 0.512 27 / C 0.000 0 No 2 14th Street & Olympic Boulevard AM 0.454 17 / B 0.448 17 / B -0.006 0 No PM 0.465 21 / C 0.465 21/C 0.000 0 No 3 17th Street & Colorado Avenue AM 0.457 19/ B 0.457 19 / B 0.000 0 No PM 0.478 20 / B 0.478 20 / B 0.000 0 No 4 17th Street & Olympic Boulevard AM 0.381 15 / B 0.415 15 / B 0.034 0 No PM 0.454 17 / B 0.518 20 / B 0.064 3 No Table 4. Future Scenarios: Intersection LOS Analysis ID Intersection Peak Hour Future Future + Project Change V/C Delay / LOS V/C Delay / LOS WC Delay Impact 1 14th Street & Colorado Avenue AM 0.509 23/C 0.509 23/C 0.000 0 No PM 0.583 22/C 0.583 22 / C 0.000 0 No 2 14th Street & Olympic Boulevard AM 0.460 17 / B 0.454 17 / B -0.006 0 No PM 0.520 21 / C 0.520 21 / C 0.000 0 No 3 17th Street & Colorado Avenue AM 0.473 20 / B 0.473 19 / B 0.000 -1 No PM 0.502 19 / B 0.502 19 / B 0.000 0 No 4 17th Street& Olympic Boulevard AM 0.442 16 / B 0.503 17 / B 0.061 1 No PM 0.514 20/B 0.583 29/C 0.069 9 No Generated with IM 'P ` e 2/11/2015 AM Existing Intersection Level Of Service Report #85: FOURTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec I veh): 28.2 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.421 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Northeastbound Southwestbound Northwestbound Soulheasstbound Lane Configuration 1 F 411 W 01F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Wdth [ft] 12.00 12.00 12.00 1200 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 o n 0 0 0 0 Pocket Length [ft] 100.00 100.00 10000 10000 100.00 1oo.0n uttl.00 loaon too no 100.00 100.00 100.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] t ! 148 45 0 141 27 0 486 96 0 506 12 Base Volume Adjustment Factor i.uDOO 1.0000 1.0000 1 o000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage 1 %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 io0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 6 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 n 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] 0 0 0 0 n o o 0 0 0 G o Total Hourly Volume [veh/h] : l 148 45 141 27 0 486 96 0 506 12 Peak Hour Factor otarsers 0.8898 0.8898 081 0.8148 0.8148 0.8488 0.8488 0.8488 0.9701 0.9701 0.9701 Other Adjustment Factor 10000 1.0000 1.0000 1o000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 16- Minute Volume [veh /h] 42 13 ? 43 8 0 143 28 0 130 3 Total Analysis Volume[veh/hj 166 51 10 j 173 j 33 0 573 113 0 522 12 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [In] 0 0 0 0 ., 0 0 0 0 0 0 0 Local Bus Stopping Rate [m] 0 0 0 0 0 - 0 0 0 0 6 _ 0 Pedestrian Volume [ped /h] 10 15 9 12 Bicycle Volume [bicycles/hl 5 8 5 5 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E.vistro Generated with Imufflo 2/11/2015 AM Existing Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Pmmiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 0 6 0 6 0 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 0 0 17 0 Amber [s] 0.0 3.5 40 0.0 3.5 0.0 0.0 3.5 0.0 0.0 3.5 00 All red [s] 0.0 1.0 0.0 0j) 1.0 0 0.0 1.0 0. o 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2.0 0.0 0.q 2.0 o a o.0 2.0 0.0 40 2.0 O.o Walk [s] 0 5 0 0 5 0 0 5 0 n 5 0 Pedestrian Clearance [s] 0 12 0 0 12 o 0 12 0 0 12 0 It, Start-Up Lost Time [s] o.0 2.0 00 0.0 2.0 0.0 0.0 2.0 0 0 0 2.0 0.0 12, Clearance Lost Time 0.q 2.6 0.o o.0 2.5 40 0.0 2.5 0 0.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no Pedestrian Recall no yes yes Detector Location [ft] rt0 0.0 0.0 0.0 In 0o O.o 0.0 00 n0 0Detector Length[ft] �0 0.0 0.0 00 00 6.c n.0 0o a0 I, Upstream Filtering Factor 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vislro File: 1 ... \SM AM Dec11 E.vistro Generated with IMUM 2/1112015 AM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement s /veh] 1) 00 9.05 9.05 o 00 8.93 8.93 0.00 39.81 19.88 0.00 32.66 32.66 Movement LOS A I A A I A A I D I 8 A I C I C d_A, Approach Delay [s /veh] 9.05 8.93 36.53 32.66 Approach LOS A A D C d_I, Intersection Delay Is /veh] 28.18 Intersection LOS C Intersection V/C 0.421 iequence �© 0000000000_0000, �0'QO- 000000000_00. 0 ;,00000- 000000000. ��0 00000000000000 Fehr & Peers Vistro File: 1..AS1VI AM Dec11 E.vistro Generated with MENEM 211112015 AM Existing Intersection Level Of Service Report #86: FOURTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 16.6 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.454 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Soulhweslbound Northwestbound Southeastbound Lane Configuration #111 r° 411F °11 r° i 1 r Turning Movement Left Thru Right Left Thru 1.0000 Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 1200 . 12 000 0.00 2.00 12.00 12.00 12.00 12,00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 Mtight 0 0 0 0 0 0 0 Pocket Length[ft] 10000 10000 100.00 100.00 0 41.on 1uo.00 ulo.ao 1o0AO 1000n i0000 100.00 Speed [mph] 0.00 45,00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 62 363 9 139 437 133 41 457 119 185 290 63 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.000D 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] o 1 0 o n o 0 0 0 n o 0 Total Hourly Volume [veh/h] 62 363 9 139 437 133 41 457 119 185 290 63 Peak Hour Factor 0.8893 0.8893 0.8893 0.8206 0.8206 0.8206 0.9292 0.9292 0.9292 0.9539 0.9539 0.9539 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 17 102 3 42 133 41 11 48 76 17 Total Analysis Volume [veh/h] 70 408 10 169 533 162 44 194 304 66 Presence of On- Street Parking no no no no no M32 no no On- Street Parking Maneuver Rate [/h) o Local Bus Stopping Rate [ /h] n 0 o 0 0 0 Pedestrian Volume [ped /h] 16 12 33 - 33 Bicycle Volume [bicycles /h] 13 14 1 5 Fehr & Peers Vistro File: \..ASM AM Dec11 E.vistro Generated with ° ° ® 2 /1 112 01 5 AM Existing Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 44.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - Minimum Green [s] 0 7 0 0 7 o n 7 0 0 7 0 Maximum Green [a] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] 0 o 4.0 0.0 0.0 4.0 D 0 0.0 3.6 no 0.0 3.6 00 Allred [s) 0.0 1.0 0.0 0.0 1.0 0.0 O.o 1.0 0.0 0.0 1.0 0.0 Split [s] 0 30 0 0 30 0 0 40 0 0 40 0 Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 n 0 0 0 2.0 0.0 00 2.0 0.0 Walk [s] 0 5 0 0 7 0 0 7 0 0 7 0 Pedestrian Clearance [s] 0 17 n 0 14 0 0 28 0 0 28 n 11, Start-Up Lost Time [s) a o 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0 .0 a0 2.0 0.0 12, Clearance Lost Time [s] oA 3.0 n o 0.6 3.0 o.0 00 2.6 u o 0 0 2.6 0.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no - no no no Detector Location [ft) o.0 0.0 0.0 qo 0.0 oL 0.0 0.0 0 0 0.0 0.0 no Detector Length [it] 0 0 o 0 o o ao ao 0.0 u o 0.0 n 0 0.0 0.0 ao I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E.vislro Generated with. UNKEN 2/11/2015 AM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 25.04 15.01 13.00 24.21 18.28 18.59 16.47 13.50 10.77 26.17 11.82 10.31 Movement LOS C B B C I B I B B B B C B B d_A, Approach Delay[s /veh] 16.41 19.50 13.17 16.58 Approach LOS B B B B d_I, Intersection Delay [s /veh] 16.65 Intersection LOS B Intersection V/C 0.454 Sequence ����� ti`�00000v00v0v000. �0 00000000000000, �0 000000000000000. i�aeevoeveseesesee. Fehr & Peers Vislro File: 1 ... \SM AM Dec11 E.vislro Generated with =Z= 2/11/2015 AM Existing Intersection Level Of Service Report #97: SEVENTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / veh): 18.9 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.457 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 17th St 269 Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration #11r r' 1 r 274 01 F Base Volume Adjustment Factor a, 1.0000 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 1 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of lanes in Pocket 0 o 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100 M) 100.00 100.00 v12o0 1;10.00 1W)00 loaoo ;0000 100.00 loo oo 100.00 Speed [mph] 30.00 30.00 0 35.00 0 35.00 0 Grade [%] 0.00 0.00 0 0.00 0 0.00 0 Crosswalk yes yes 0 yes 0 yes Pass -by Trips [vehlh] Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 0 269 24 41 225 79 0 306 112 82 274 28 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 - 0 0 0 0 0 0 0 0 0 Site - Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehih] 0 0 0 0 n o 0 0 0 o n Total Hourly Volume [vehm] 0 269 24 41 225 79 0 306 112 82 274 28 Peak Hour Factor 0.8399 0.8399 0.8399 0.8892 0.8892 0.8892 0.8015 0.8015 0.8015 0.7619 0.7619 0.7619 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 0 80 7 12 63 22 0 95 35 27 90 9 Total Analysis Volume [vehlll] 0 320 29 46 253 89 0 382 140 1" 0 37 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [Ih] 0 0 0 n u r; u 0 u o 0 0 Local Bus Stopping Rate [Po] n 0 0 n n 0 0 0 0 0 Pedestrian Volume [ped /h] 18 14 6 17 Bicycle Volume [bicycleslh] 6 11 0 3 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E.vistro Generaled.v4lh KWV lahla s .2111/2015 AM Existing Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length ]s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss, Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 a 0 4 0 Auxiliary Signal Groups Lead 1 Lag - - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 o Maximum Green [s] 0 17 0 0 17 o D 17 0 0 17 0 Amber [a] 0.0 3.5 0,0 0.0 3.5 0.0 0.0 3.5 00 O.o 3.6 0.0 All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 40 1.0 0 0 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s) O.o 2.0 0.0 n o 2,0 0 0.0 2.0 0 0 2.0 40 Walk [a] 0 5 0 0 5 0 0 5 0 0 5 o Pedestrian Clearance [s] 0 12 0 n 12 0 0 12 n o 12 0 11, Start -Up Lost Time [s] 2.0 0.a o.0 2.0 o 0 0.0 2,0 0.0 0.0 2.0 0.0 12, Clearance Lost Time [s] 0.0 2.5 0.0 0.0 2,5 0.0 0.0 2.5 0.0 0.0 2.5 o.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] OD J.0 0 0 110 20 0 011 0.0 (1 0.0 O 0 0.0 Detector Length [ft] 0.0 0.0 0.0 o.n 0 0 o.0 0.0 0.0 0 0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E.vistro Generated vdth Mrawe 2/11/2015 AM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement s /veh] 0.00 13.19 10.43 16.72 12.42 11.06 0.00 23.67 23.67 36.88 19.07 19.07 Movement LOS A I B I B B 1 B I B A I C I C D B I B d_A, Approach Delay [s /veh] 12.96 12.61 23.67 22.88 Approach LOS B B C C d_I, Intersection Delay [s /veh] 18.90 Intersection LOS B Intersection V/C 0.457 Sequence ©00000000000000, �0 QOA000000�00000. �0 00000000000000. �� 0'000000000000000 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E.vistro Generated with 2/11/2015 Intersection Level Of Service Report #98: SEVENTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 14.8 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.381 Intersection Setup AM Existing Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northeaslbound Southwestbound Northwaslbound Southeassttbound Lane Configuration "l I I r i I I r 4i I r "IF Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12,00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes In Pocket 0 n 0 0 0 0 0 0 0 0 o 0 Pocket Length [ft] 100.00 100 Ob t0U.o0 1 of) A0 I l0000 I loo.00 Iaoo0 100.00 Ioo.o0 i0000 Iouw) 700.00 Speed [mph] 0.00 25.00 35.00 35.00 Grade 1 %] 0.00 0.00 0.10 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 53 509 14 102 560 98 47 246 70 161 151 62 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage r/.] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] o 1 0 o n o 0 0 0 0 0 0 Total Hourly Volume [veh /h] 53 509 14 102 560 98 47 246 70 161 151 62 Peak Hour Factor 0.8521 0.8521 0.8521 0.9135 0.9135 0.9135 0.8897 0.8897 0.8897 0.7248 0.7248 0.7248 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 16 149 4 28 153 27 9 20 56 52 21 Total Analysis Volume [veh /h] 62 597 i6 12 613 107 6 79 222 208 86 Presence of On- Street Parking no no no - no 4no no no no On- Street Parking Maneuver Rate [Ih] 0 0 .. n it o 0 o Local Bus Slapping Rate [Ih] o 0 0 o 0 0 0 0 0 Pedestrian Volume [ped /h] 41 149 34 264 Bicycle Volume [bicycles /h] 9 17 5 9 Fehr & Peers Vistro File: \ ... \SM AM Decl l E.vistro Generated with U 2111/2015 AM Existing Intersection Settings ] Located in CBD I no I Signal Coordination Group Permiss - Cycle Length [s] Permiss 70 Coordination Type Permiss Time of Day Pattern Coordinated Actuation Type Permiss Fully actuated Offset [a] Signal Group 12.0 Offset Reference 0 LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 c 4 0 Auxiliary Signal Groups Lead 1 Lag Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] 0.0 4.0 0.0 0.0 4.0 0.0 0.0 3.6 0.0 0.0 3.6 u.o Allred[s] 00 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 o0 1.0 0.0 Split [s] 0 35 0 0 35 a o 35 0 0 35 0 Vehicle Extension [s] o.a 2.0 0.0 r) 0 2.0 a0 0.0 2.0 ri.a o.0 2.0 0.0 Walk [s] 0 7 0 0 7 o n 7 0 0 7 n Pedestrian Clearance [s] 0 17 o n 14 0 0 23 0 0 23 0 11, Start-Up Lost Time [s] o.0 2.0 0.0 0 2.0 o n 0.0 2.0 20 0.0 2.0 0 0 12, Clearance Lost Time [a] o.0 3.0 0 0 40 3.0 0.0 00 2.6 0.0 0.0 2.6 0.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0.0 0.0 0.o ao 0.0 0.0 0.0 0.o n.0 0.0 0 c 0.0 Detector Length [ft] n 0 o u 0.0 0.0 0.0 o.0 0.0 0.0 a o 0.0 010 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vislro File: \ ... \SM AM Dec11 E.vistro Generated with MEOW 2/11/2015 AM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 17.43 12.09 9.79 19.24 12.18 11.07 21.57 15.48 13.96 25.39 15.89 1 15.89 Movement LOS B I B I A B 1 B 1 B C I B I B C B B d_A, Approach Delay [s /veh] 12.53 12.98 15.98 19.98 Approach LOS B B B B d_I, Intersection Delay [s /veh) 14.84 Intersection LOS B Intersection V/C 0.381 Sequence ®000000000000000, �0 00000000000000. 10000000000000000. 0'000000000000000, Fehr & Peers Vistro File: \ ... 1SM AM Dec11 E.vistro Generated with [on= = 2111/2015 PM Existing Intersection Level Of Service Report #86: FOURTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / veh): 26.6 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.512 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 58 0 a� Pro - 6Thru t1 F Turning Movement Left Thru Right Lett ,Thm Right Left 1.0000 Right Left Thr 1.0000 Lane Width [ft] 1200 12.00 12,00 1Lt10 12.00 12.00 12.00 12.00 12.00 12.00 0.00 0 No, of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 :tt 1.00 Pocket Length[ft] 10400 10000 10000 10000 10000 50000 100.00 100.On 10(1.00 10000 10 0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 1 ; 160 70 17 223 58 0 467 51 0 533 13 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1 A0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] u 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] n 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] 0 0 0 0 o u 0 0 0 0 0 Total Hourly Volume [veh/h] 1 a 160 70 17 223 58 0 467 51 0 533 13 Peak Hour Factor 0 93 !6 0,9346 0.9346 0. YS2e 0.7926 0.7926 0.8742 0.8742 0.8742 0.9100 0.9100 0.9100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] .. 43 19 70 18 0 134 15 0 146 4 Total Analysis Volume [veh/h] 171 75 21 281 73 0 534 58 0 586 14 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [ /h] 0 0 0 0 0 n 0 Local Bus Stopping Rate [/h] o l) 0 0 0 0 0 n 0 n o 0 Pedestrian Volume [pad /h] 17 25 6 13 Bicycle Volume [bicycles /h) 16 11 3 6 Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with Version 3.00 -04 Intersection Settings 2/11/2015 PM Existing Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offsets] 72.0 Offset Reference LeadOreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type ',riots Permiss Permiss Pm miss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 o 0 8 0 0 4 n Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - Minimum Green is] 0 6 0 0 6 o 0 4 0 0 4 o Maximum Green [s] 0 17 0 0 17 0 0 17 0 0 17 0 Amber [s] 00 3.5 0j) 00 3.5 0,0 0.0 3.5 0.0 0.0 3.5 0 0 All red [s] 00 1.0 0.0 D o 1.0 0.0 0.0 1.0 0.o o.0 1,0 o.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [a] 0,0 2.0 40 0.0 2.0 o.o 0 .0 2.0 not 00 2.0 0.0 Welk [s] 0 5 0 0 5 o 0 5 0 0 5 0 Pedestrian Clearances] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start -Up Lost Time [s] 9.0 2.0 0.0 0.0 2.0 00 0.0 2.0 00 0 0 2.0 0.0 _ 12, Clearance Lost Time [s] 00 2.5 no 0.0 2.5 0.0 0.0 2.5 00 0 0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] o.0 0.0 0.0 0.0 n o 0.0 0.0 00 0.0 00 0.0 0.0 Detector Length [ft] 00 00 00 0.0 0.0 o o o.0 0.o n.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with MUMN 2/11/2015 PM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement[s /veh] 400 1 9.94 1 9.94 0.00 10.96 10.96 0.00 29.49 18.32 0.00 41.49 41.49 Movement LOS A A 1 B B A I C I B A D D d_A, Approach Delay [s /veh] 9.94 10.96 28.40 41.49 Approach LOS A B C D d_I, Intersection Delay [s /vehj 26.80 Intersection LOS C Intersection V/C 0.512 Sequence �© 000000000000000, �0 00000_00000000, �0 000000000000000. 0'000000000000000 Fehr & Peers Vistro File: 1 ... 1SM PM Dec11 E.vistro Generated with m w 2/11/2015 PM Existing Control Type: Analysis Method: Analysis Period: Intersection Setup Intersection Level Of Service Report #86: FOURTEENTH STREETIOLYMPIC BOULEVARD Signalized Delay (sec I van): HCM2010 Level Of Service: 15 minutes 20.8 Volume to Capacity (v /c): 0.465 Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Southwesttbound Northwestbound Southeastbound Lane Configuration 4111 W Y ®f *11 p i 1 I Turning Movement LetiZ 48 Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12. 1.0000 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0.00 0 0 0 0 0 0 0 0 0 0 Pocket Length]ft] 100 1.00 100.00 1()0.00 10400 700.00 100.00 400.00 1CO.U0 1()0.00 X0000 0000 Speed [mph] 0.00 45.00 30.00 30.00 Grade [ %) 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 53 333. 58 170 496 115 22 357 107 116 463 48 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 In- Process Volume [veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 n o 0 ¢ 0 0 o n o u o Total Hourly Volume [ veh/h] 53 333 58 170 496 115 22 357 107 116 463 48 Peak Hour Factor 0.8409 0.8409 0.8409 0.8956 0.8956 0.8956 0.8934 0.8934 0.8934 0.8856 0.8856 0.8856 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 16 99 17 6 33 131 14 Total Analysis Volume [veh /h] 63 396 69 25 131 523 54 Presence of On- Street Parking no no M7322 no Eno no no On- Street Parking Maneuver Rate [m] 0 o Local Bus Stopping Rate [m] 0 0 0 0 0 0 0 Pedestrian Volume [ped /h] 22 23 15 24 Bicycle Volume [bicycles /h] 15 10 3 5 Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with • _- y I&EIC UO 2/11/2015 PM Existing Intersection Settings Located in CBD no Signal Coordination Group Permiss Cycle Length [a] so Coordination Type Free Running Actuation Type Fully �, ill ted Offset [s] 00 Offset Reference L�aauJGieen Permissive Mode Sin71e13and Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead ! Lag - - - - - - - - - Minimum Green [s] 0 5 0 0 7 0 0 5 0 0 5 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] o.0 4.0 o.a 0.0 4.0 0.0 0.0 3.6 OA 0.0 3.6 0.0 All red [s] 0.0 1.0 0.0 0.0 1.0 u.0 0 0 1.0 o o 00 1.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s) o.0 2.0 0.0 0.0 2.0 0.0 40 2.0 0.0 00 2.0 0.0 Walk [a] 0 5 0 0 7 0 0 7 0 0 7 0 Pedestrian Clearance [s] 0 17 14 0 0 28 0 0 28 0 11. Start-Up Lost Time [a] 0.0 2.0 O.o 0.0 2.0 0.0 0.0 2.0 00 0.0 2.0 0 0 12, Clearance Lost Time [s] 40 3.0 0.0 0.0 3.0 0L 0.0 2.6 0 0 0.0 2.6 0 n Minimum Recall no no j no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft) 0 0.0 no 0.o a.0 0.0 0.0 0.0 0 �� 0.0 0.0 ou Detector Length [ft] 0.0 00 on o.0 0.0 0.0 a o 0.0 0.0 0.0 oa 0.n I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vislro File: \ ... \SM PM Dec11 E.vistro Generated with mom= 2/11/2015 PM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 16.80 10.02 9.30 16.88 11.59 11.67 40.91 26.34 21.67 39.63 34.31 20.68 Movement LOS 8 I 8 I A B I B 1 B D I C I C D C I C d_A, Approach Delay [s /veh] 10.73 12.76 25.98 34.26 Approach LOS B B C C d_I, Intersection Delay [slvehl 20.81 Intersection LOS C Intersection V/C 0.465 Sequence ��� 00 v00 v0000v00000 0!000000000000000 0',000000000000000 0'000000000000000 Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with LMVAUOJ 2111/2015 PM Existing Version 3.00 -04 Intersection Level Of Service Report #97: SEVENTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / veh): 20.4 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.478 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Northeastbound Southwestbound Northwe stbound Southeasstbound Lane Configuration i 11" q1 I i 41 � i F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ftj 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12,00 72.00 12.00 12.00 12,00 No. of Lanes in Pocket 0 u 0 0 0 0 0 o 0 0 n 0 Pocket Length [ft] 100.10 00 (H) xul oo 100.00 1ori 00 100.00 loo or) 1oaon 100.00 100 "00 100.00 100.00 Speed [mph] 30.00 30.00 35,00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes " Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 0 294 44 67 327 86 0 304 63 57 429 31 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] 0 0 0 0 0 0 0 a 0 r67 0 0 Total Hourly Volume [vehlh] 0 294 44 67 327 86 0 304 63 429 31 Peak Hour Factor 0.8918 0.8918 0.8918 0.8889 0.8889 0.8889 0.8495 0.8495 0.8495 0.8674 0.8674 Other Adjustment Factor 1,0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 0 19 92 24 124 9 Total Analysis Volume [veh/hj 0 75 368 97 495 36 Presence of On- Street Parking no M8212 no no E58 H16 no On- Street Parking Maneuver Rate [m] 0 n o Local Bus Stopping Rate [m] o 0 0 0 0 0 Pedestrian Volume [ped /h] 14 20 3 24 Bicycle Volume [bicycles /h] 10 8 3 10 Fehr & Peers Visho File: 1 ... 1SM PM Dec11 E.vistro Generated with LM I&RfLUO 2/11/2015 PM Existing Intersection Settings I Located in CBD I no - I Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s) 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss - Signal Group o 2 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead I Lag - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] n 17 0 0 17 0 0 17 0 v 17 u Amber [s] 0.0 3.5 0.0 0.0 3.5 00 3.5 3.5 0.0 Allred[s] 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 n Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 O.o 0.0 2.0 0.0 0.0 2.0 0.0 Walk [s] 0 5 n 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time 00 2.0 00 Oo 2.0 0.0 0.0 2.0 0.0 Oo 2.0 0.0 12, Clearance Lost Time [s] 0.0 2.5 0.0 0.0 2.5 0.0 O.a 2.5 Oo 0.0 2.5 00 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] l).0 0.0 f) 0.0 n p 0.0 0 0 0.0 OUG 0.0 00 0.0 Detector Length [it] 0.0 0.0 n o 0.0 Oo 0.0 ao 0.0 0.0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \...\SM PM Dec11 E.vistro Generated with MUNUMN 2/11/2015 PM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /vehj 0.00 10.11 8.10 14.04 10.48 _8.49 0.00 25.08 25.08 35.27 32.08 32.08 Movement LOS A I B I A B 1 B 1 A A I C I C D C I C d_A, Approach Delay[s /veh] 9.85 10.62 25.08 32.43 Approach LOS A B C C d_1, Intersection Delay [slvehl 20.36 Intersection LOS C Intersection V/C 0.478 iequence �© 000000000000000, �0 000000000000000. _,0000000- 0000000. �eaeeeveeeeeeveee Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with RMIgEflUe 2111/2015 PM Existing Intersection Level Of Service Report #98: SEVENTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec I veh): 17.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.454 Intersection Setup Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northwastbound Souhwestbound Northwestbound Soulheastbound Lane Configuration 4oe 1 1 1 l r: "s � r "I F Turning Movement Left 49 Base Volume Adjustment Factor Left Thru® Ri ght Left Thru Right Left Thru Right Lane Width [ft] 12.00 1.0000 Heavy Vehicles Percentage [ %] 12.00 12.00 12.00 12 000 12.00 12.00 12.00 12,00 12.00 No. of Lanes in Pocket 0 MThru AlRight 0 0 0 0 0 0 0 u 0 Pocket Length [ft] 10000 1.00 In- Process Volume [veh /h] 10.00 100 00 100 00 100.00 11)0.00 1001001 '100.00 100.00 100.00 Speed [mph] 0.00 25.00 35.00 35,00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 39 445 23 170 777. 125 19 182 78 154 321 49 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Tdps [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h) o 0 0 0 0 0 n o 0 0 0 0 Total Houdy Volume [veh/h] 39 445 23 170 777 125 19 182 78 154 321 49 Peak Hour Factor 0.8802 0.8802 0.8802 0.9241 0.9241 0.9241 0.7665 0.7665 0.7665 0.9034 0.9034 0.9034 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 11 126 7 46 210 34 6 59 25 43 89 14 Total Analysis Volume [veh /h] 44 506 26 184 841 135 25 237 102 170 355 54 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [Ih] it n u 0 0 0 a o o o 0 Local Bus Stopping Rate [ /h] 0 0 0 0 0 0 n 0 0 0 0 0 Pedestrian Volume [ped /h] 20 16 10 7 Bicycle Volume [bicycles /h] 13 6 4 4 Fehr & Peers Vistro File: \ ... \SM PM Dectt E.vistro Generated with IM INEJM 2/11/2015 PM Existing Intersection Settings Located in CBD no Signal Coordination Group Permiss Cycle Length [s] M Coordination Type Free Running Actuation Type Fully acwated Offset [s] 0.0 Offset Reference readGreen Permissive Mode �nnd Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 n 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - Minimum Green [a] 0 7 o 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] 0.0 4.0 0.0 0.0 4.0 0.0 n.0 3.6 0 0.0 3.6 0.0 All red [s] 0 0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 n o 1.0 0,0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s] 0.a 2.0 0,0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Walk [s] 0 7 n 0 7 0 0 7 0 0 7 0 Pedestrian Clearance [s] 0 17 0 0 14 o U 23 0 0 23 0 11, Start-Up Lost Time [s] 0.0 2.0 0,0 0.0 2.0 0.0 0 0 2.0 0.0 0.0 . 2.0 0 0 12, Clearance Lost Time [s] 0.0 3.0 40 o 0 3.0 o o n 2.6 0 2.6 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0.0 o.a x�.0 0.0 0.0 0.0 0.0 0 0 0.0 qo 0.n n.0 Detector Length [ft] 0 0 0.0 o (I 0.0 0.0 O.o 0.0 O.o 1) 0 0 (10 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dect t E.vistro Generated Win MEN U6 211112015 PM Existing Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement Is /veh] 15.39 9.01 7.71 15.68 10.35 8.55 39.35 25.19 23.50 36.41 30.56 30.58 Movement LOS B I A I A B I B I A D I C I C D C I C d_A, Approach Delay [s /veh] 9.44 10.99 25.69 32.29 Approach LOS A B C C d_I, Intersection Delay [s /veh] 17.26 Intersection LOS B Intersection V/C 0.454 - equence ©:.00000000000000 0,000000000000000 i�aeeeseseeevoesee i�e;eeesessseveesee. Fehr & Peers Vistro File: \ ... \SM PM Dec11 E.vistro Generated with ffM IN11M 2/11/2015 AM Existing + Project Intersection Level Of Service Report - #86: FOURTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec / veh): 28.3 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.421 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 14th St 148 Approach Northeastbound Southwgtestbound Northweestbound Southeasstbound Lane Configuration ! i 506 411 r Base Volume Adjustment Factor `1 F 1.0000 Turning Movement Left Thru Right Left Tiihm Right Left Thru Right Left Thru Right Lane Width [ft] 1>.00 12.00 12.00 t2.o0 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 NOW) 100 02 1W W) 100.00 1W) W) SO )1) 100.00 100.00 100.00 100 00 1on.0o Speed [mph] 30.00 30.00 0 30.00 0 30.00 0 Grade ( %] 0.00 0.00 0 0.00 0 0.00 0 Crosswalk yes yes 0 yes 0 yes Pass -by Trips [veh /h] Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 17 148 45 A 141 27 0 486 86 0 506 12 Base Volume Adjustment Factor I ommm 1.0000 1.0000 1.omom 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 m 0 0 0 0 0 0 0 j 0 Existing Site Adjustment Volume [veh /h] 0 0 0 o 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh[h] 0 0 0 m a 0 0 n 0 0 0 m Total Houdy Volume [veh /h] n 148 45 -. 141 27 0 486 86 0 506 12 Peak Hour Factor 0.ef <rt 0.8898 0.8898 o.P!l w 0.8148 0.8148 0.8488 0.8488 0.8488 0.9701 0.9701 0.9701 Other Adjustment Factor ±.0222 1.0000 1.0000 L0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] .. 42 13 2 43 8 0 143 25 0 130 3 Total Analysis Volume[vehlh] Ili 166 51 1r) 173 33 0 573 101 0 522 12 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [/h] o o m o 0 o n m o u o Local Bus Stopping Rate [ /h] o 0 0 0 0 0 n o 0 n u 0 Pedestrian Volume [ped /h] 10 15 9 12 Bicycle Volume [bicycles /h] 5 B 5 5 Fehr & Peers Vistro File: \ ... \SM AM Dect t E +P.vistro Generated with man= 2/11/2015 AM Existing + Project Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type P...... Permiss Permiss Rmniss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 D 4 0 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 0 6 0 0 6 0 0 4 . 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 0 0 17 u Amber [s] 00 3.5 0 0 0.0 3.5 0J) 0.0 3.5 0.0 0.0 3.5 0.0 All red [s) ao 1.0 0.0 n 0 1.0 00 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 - Vehicle Extension [s] o 0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0A 0.0 2.0 017 Walk [s) 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] o 12 0 0- 12 0 0 12 0 0 12 0 i1, Start -Up Lost Time [s] 00 2.0 0.0 0.0 2.0 n o 0.0 2.0 00 0.0 2.0 a0 12, Clearance Lost Time Is] a0 2.5 0.0 0.o 2.5 on o.n 2.5 0 0 0.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [fl] 0.0 0.0 00 0.0 0.0 0.0 o n 00 0.0 0.0 0.0 oo Detector Length [fl] 0.0 00 0.0 0.0 0.o o.o n.0 0.0 0.0 0.0 I, Upstream Filtering Factor Loo 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with KMZ= 2/1112015 AM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement[s /veh] o.no 9.04 9.04 0.00 8.93 8.93 0.00 39.87 19.72 0.00 32.69 32.69 Movement LOS A I A A I A A I D I B A C I C d_A, Approach Delay [s /veh) 9.04 8.93 36.85 32.69 Approach LOS A A D C d_I, Intersection Delay [s /veh] 28.26 Intersection LOS C Intersection V/C 0.421 tequence �© 000000000000000, ��O 00_000000000000. �0 000000000000000. 0:000000000000000 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with KM Jffi°� 2111/2015 AM Existing + Project Intersection Level Of Service Report #86: FOURTEENTH STREETIOLYMPIC BOULEVARD Control Type: Signalized Delay (sec I veh): 16.5 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.448 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Soulhwestbound Northwestbound Southeastbound Lane Configuration 4111 r 411 F *11 r i 1 r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] I M) W) 100.00 100.01) 100.00 100.00 100 00 10400 rt)0.00 11)1) O0 10400 100.00 100.00 Speed [mph] 0.00 45.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 62 363 9 139 437 133 41 447 129 185 290 63 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [ veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [ veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h] 0 0 0 0 0 n o 0 0 G o n Total Houdy Volume [ veh/h] 62 363 9 139 437 133 41 447 129 185 290 63 Peak Hour Factor 0.8893 0.8893 0.8893 0.8206 0.8206 0.8206 0.9292 0.9292 0.9292 0.9539 0.9539 0.9539 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 17 102 3 42 133 41 11 120 35 48 76 17 Total Analysis Volume [veh/h] 70 408 10 169 533 162 44 481 139 194 304 66 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate (m] 0 n n 0 0 0 0 �. 0 o n Local Bus Stopping Rate [/h] 0 0 0 n 0 0 0 0 0 0 0 0 Pedestrian Volume [ped /h] 16 12 33 33 Bicycle Volume [bicycles /h] 13 14 1 5 Fehr & Peers Vistro File: \...1SM AM Dec11 E +P.vistro Generated with ' ° ® 2111/2015 . AM Existing + Project Intersection Settings Located in CBD no Signal Coordination Group - Cycie Length [s] 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [a] 44.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 n 8 0 0 4 0 Auxiliary Signal Groups Lead 1 Lag - - - - - - - - - - Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 - 0 0 30 0 0 30 0 0 30 0 Amber [a] 0.0 4.0 0.0 0.0 4.0 0.0 0.0 3,6 0.0 0.0 3.6 Ol) All red [s] 0.0 1.0 0 0 0.0 1.0 0.0 0.0 1.0 00 0.0 1.0 o Split [s] n 30 0 0 30 0 0 40 0 0 40 0 Vehicle Extension [a) 40 2.0 0 0 0.0 2.0 2.0 o.0 40 2.0 GD Walk Is] 0 5 0 0 7 0 0 7 n 0 7 n Pedestrian Clearance [s] 0 17 0 0 14 0 n 28 0 0 28 0 11, Start-Up Lost Time n o 2.0 O 0.0 2.0 0.0 00 2.0 0.0 o.0 2.0 0.0 12, Clearance Lost Time [s] 0.0 3.0 0.0 0J7 3.0 0.0 0.0 2.6 0.0 0.0 2.6 0 0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0.0 0.0 0 0 f7 0 U.0 00 0.0 0 0 1) 0 ILU 0 0 0 0 Detector Length [it] !).0 0.0 0.0 0.0 0.0 0.0 01] 0.0 0 0 01) 0 u ) 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro Fife: \ ... \SM AM Dec11 E +P,yistro Generated with malffm 2/11/2015 AM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d M, Delay for Movement [s /veh] 24.52 14.75 12.78 23.68 17.91 18.22 16.81 13.66 11.07 26.24 12.05 10.51 Movement LOS C B B C B B B 1 B B C I B I B d_A, Approach Delay[s /veh] 16.11 19.10 13.32 16.75 Approach LOS B B B B d_I, Intersection Delay [s /veh[ 16.53 Intersection LOS B Intersection VIC 0.448 Sequence ©0000000000 -000 �0 000000000000000 �0,000000�00000000 i�a eeseveee�eeeese Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P,vistro Generated with IM JNRIM 2/11/2015 AM Existing + Project Intersection Level Of Service Report #97: SEVENTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec / van): 18.5 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.457 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Nodheastbound Southwestbound Northweslbound Southeastbound Lane Configuration 4'0 ®r 1Thru of i t IF 41 F Turning Movement Left 28 Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ftl 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 o 0 0 o 0 0 0 0 0 0 0 Pocket Length [it] 100110 IW) (M 100 00 10070 101071 t00 .i)0 100 00 ':00.00 100.00 R O.O() 10!).00 10070 Speed [mph] 30.00 30.00 35.00 35.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h) 0 269 114 41 225 79 0 306 112 82 274 28 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [% ] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /hl 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [ veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [ veh/h] o n n o 0 0 0 0 0 0 o 0 Total Hourly Volume [veh /hl 0 269 114 41 225 79 0 306 112 82 274 28 Peak Hour Factor 0.8399 0.8399 0.8399 0.8892 0.8892 0.8892 0.8015 0.8015 0.8015 0.7619 0.7619 0.7619 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 0 80 34 12 63 22 0 95 35 27 90 9 Total Analysis Volume [veh /h) 0 320 136 46 253 89 0 382 140 108 360 37 Presence of On- Street Parking no no no n0 no no no no On- Street Parking Maneuver Rate [m] 0 n o o u o Local Bus Stopping Rate [/hj n o 0 0 0 0 .. 0 0 o a 0 Pedestrian Volume [ped /h] 18 14 6 17 Bicycle Volume [bicycles /hl 6 11 0 3 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with Version 3.00 -04 Intersection Settings 2/11/2015 AM Existing + Project Located in CBD no Signal Coordination Group - Cycle Length [s] - 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost lime [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green (s) 0 17 0 0 17 0 0 17 0 n 17 0 Amber [s] 0.0 3.5 0.0 0.0 3.5 0.0 0.0 3.5 0.0 r0 3.5 0.0 All red [s] o.o 1.0 00 0.0 1.0 0.0 0 a 1.0 .o.0 0,0 1.0 0.0 Split [s] n 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] Qo 2.0 0.0 0.0 2.0 0.0 v 0 2.0 0.0 0.0 2.0 U.o Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 00 2.0 0.0 0 2.0 0.0 12, Clearance Lost Time [s] op 2.5 0.0 0.0 2.5 0.0 0.0 2.5 u0 a.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [fl) n.0 0.0 o.0 0.0 0.0 0.0 0 0 0.0 0.o 0.0 0.0 0.0 Detector Length [ft] o o o o 0.0 0.0 0.0 0.o a0 0.0 0.0 0.0 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with E 2/11/2015 AM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 0.00 13.19 11.59 16.72 12.42 11.06 0.00 23.67 23.67 36.88 19.07 19.07 Movement LOS A I B I B B I B I B A I C I C D I B I B d_A, Approach Delay[s /veh] 12.71 12.61 23.67 22.88 Approach LOS B B C C d_I, Intersection Delay [shah] 18.50 Intersection LOS B Intersection V/C 0.457 epuence ©.00000000000000 0'..000000000000000 i�aeeeeeseveeeveee Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with 2111/2015 AM Existing + Project Intersection Level Of Service Report . #98: SEVENTEENTH STREETIOLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 15.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.415 Intersection Setup Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration i r 1 r i I i r *11r i F Turning Movement Left Thru Right Left I Thru I Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12,00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes In Pocket 0 0 0 0 0 0 0 U 0 0 a 0 Pocket Length [it] 10a .no ia(Lno 101) 00 i0o.o0 to0.oa 100.00 1 0�iio 100.00 10000 10(), 00 100.00 IoaoO Speed [mph] 0.00 25.00 35.00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 63 509 14 102 560 98 47 246 70 161 151 152 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage ( %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0. 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] a n 0 0 u 0 0 a 0 0 0 0 Total Hourly Volume [veh /h] 63 509 14 102 560 98 47 246 70 161 151 152 Peak Hour Factor 0.8521 0.8521 0.8521 0.9135 0.9135 0.9135 0.8897 0.8897 0.8897 0.7248 0.7248 0.7248 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 18 149 4 28 153 27 13 69 20 56 52 52 Total Analysis Volume [veh /h] 74 597 16 112 613 107 53 276 79 222 208 210 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [/h] 0 0 0 0 o u 0 n n o 0 Local Bus Stopping Rate Vill o u 0 0 0 0 0 0 0 0 n 0 Pedestrian Volume [ped/h] 41 149 34 264 Bicycle Volume [bicycles/hl 9 17 5 9 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated Wth Version 3.00 -04 Intersection Settings 2111/2015 AM Existing + Project Located in CBD no Signal Coordination Group - Cycle Length [s) 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 12.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 n Auxiliary Signal Groups Lead I Lag .. Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [a] 0 30 0 0 30 0 0 30 0 0 30 o Ambers] 00 4,0 0.0 o 0 4.0 0.0 0.0 3.6 0.0 0 3.6 0.0 Allred [s] 0.0 1.0 0.0 40 1.0 o.o o,o 1.0 o_o o.0 1.0 o.o Split [s] 0 35 0 0 35 0 o 35 0 0 35 0 Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 CA) 0.0 2.0 o Walk [s) 0 7 0 0 7 o c 7 0 0 7 n Pedestrian Clearance [s] 0 17 0 0 14 0 0 23 0 n 23 0 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 12, Clearance Lost Time Is) 0.0 3.0 0, OD 3.0 0.0 0.0 2.6 0.0 U.o 2.6 0.f1 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ftj o o.o o.o 0 0 o.0 4o (1 0 0 0 0.0 0 0 0.0 Detector Length [ft) o r, 0.0 0.0 0 0 o n o.0 0.0 0.0 o a o.o 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 E +P.vistro Generated with W90= 2/11/2015 AM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 19.08 1 12.42 1 10.05 20.52 12.50 11.37 24.50 15.12 13.63 24.00 17.54 17.54 Movement LOS 8 B B C B B C B B C B B CA, Approach Delay[s /veh] 13,08 13.44 16.05 19.78 Approach LOS B B B B d_I, Intersection Delay [s /veh] 15.34 Intersection LOS B Intersection V/C 0.415 iequence �© 000000000000000. �0 000000000000000 �0 00000000000000 i�aeessesesessssee Fehr & Peers Vislro File: \ ... \SM AM Dec11 E +P.vistro Generated with MEMM 2/11/2015 PM Existing + Project Intersection Level Of Service Report #85: FOURTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec / veh): 26.9 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.512 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Northeastbound Southwgestbound Northwestbound Southeasstbound Lane Configuration 58 0 #11 W po Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 1a .no 12.00 1200 . 1200 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket o 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100 00 100.00 loo Ol? tt)0.00 100.00 100 On 100.00 100.00 i0400 Speed [mph] 30.00 30.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 13 160 70 t 7 223 58 0 467 41 0 533 13 Base Volume Adjustment Factor t0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.on 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] ri 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 a 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehm] 0 o n o 0 0 0 0 0 0 0 0 Total Hourly Volume [vehm] a 160 70 1 ? 223 58 0 467 41 0 533 13 Peak Hour Factor 0 Sl3.i r, 0.9346 0.9346 0. Isle 0.7926 0.7926 0.8742 0.8742 0.8742 0.9100 0.9100 10.9100 Other Adjustment Factor 10000 1.0000 1.0000 i00o0 1.0000 1.0000 110000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /hj a 43 19 70 18 0 134 12 0 146 4 Total Analysis Volume [vehm] ill 171 75 "1 281 73 0 534 47 0 586 14 Presence of On- Street Parking no no no no no no On -Street Parking Maneuver Rate [m] 0 r. 0 0 0 0 ., 0 0 0 o n Local Bus Stopping Rate [ /hj o 0 0 0 0 0 0 0 0 0 0 0 Pedestrian Volume [ped /h] 17 25 13 Bicycle Volume [bicycles /h] 16 11 3 6 Fehr & Peers Vistro File: \ ... 1SM PM Dec11 E +P.vistro Generated with Version 3.00 -04 Intersection Settings 2/11/2015 PM Existing + Project Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset Is] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss P< +i miss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 U n 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 0 U 17 0 Amber [s] 0.0 3.5 0.0 (),0 3.5 0M O.o 3.5 bo 0 0 3.5 0.0 All red [a] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0 0 1.0 0.0 Split [s] 0 44 0 0 44 o 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2.0 0.0 40 2.0 0.0 0.0 2.0 n.n ao 2.0 0.0 Walk [s] 0 5 U 0 5 0 0 5 u 0 5 0 Pedestrian Clearance [s] n 12 0 0 12 0 0 12 0 0 12 n 11, Start-Up Lost Time no 2.0 40 0.0 2.0 0n o.0 2.0 QO ao 2.0 00 12, Clearance Lost Time [s] 0.0 2.5 0.0 0.0 2.5 0.0 0.0 2.5 0.0 0.0 2.5 0m Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] 0.0 0.0 00 Oil 11 0 U 0 0.0 0.0 0.0 0.0 oA 20 Detector Length [ft] 0.o 0 o.0 0.o u o 40 0.0 0.0 0 0 no I, Upstream Filtering Factor 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dec11 E +P,vistro Generated with 1WFAMING 2/11/2015 PM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /vehj 400 1 9.94 1 9.94 oeo 10.96 10,96 0.00 29.49 16.18 0.00 41.49 41.49 Movement LOS A A B B A C B A D 1 D d_A, Approach Delay [s /veh] 9.94 10.96 28.58 41.49 Approach LOS A B C D d_I, Intersection Delay [s /vehj 26.85 Intersection LOS C Intersection V/C 0.512 Sequence �© 000000000000000 �0 000 - 00000000000. �0 000000000000000. i�a essesse�ssseeese. Fehr & Peers Vistro File: \ ... \SM PM Dec11 E +P.vistro Generated with IM ° ® 211 112 01 5 PM Existing + Project Version 3.00 -04 Intersection Level Of Service Report #86: FOURTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 20.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.465 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Southwesttbound Nonhwastbound Southeastbound Lane Configuration i l l f 1 I F . 411 r+ I Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 1 12.00 12.00 12.00 1 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 u 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] l0000 toornl 1 10000 100.00 100.00 100.00 lilno0 100.00 10000 100.00 100.00 101) 00 Speed [mph] 0.00 45.00 30.00 30.00 Grade 1 %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [ veh/h] 53 333 58 170 496 115 22 347 117 116 463 48 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage (%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [ veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 o t, 0 0 0 Total Hourly Volume [veh /h] 53 333 58 170 496 115 22 347 117 116 463 48 Peak Hour Factor 0.8409 0.8409 0.8409 0.8956 0.8956 0.8956 0.8934 0.8934 0.8934 0.8856 0.8856 0.8856 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 16 99 17 47 138 32 6 97 33 131 14 Total Analysis Volume [veh /h] 63 396 69 190 554 128 25 388 131 523 54 Presence of On- Street Parking no no no no no no Ino no On- Stre et Parking Maneuver Rate [Po] u 0 n n o 0 0 0 0 0 0 Local Bus Stopping Rate [Ih] 0 n 0 �� 0 0 0 0 0 o 0 Pedestrian Volume [ped /h] 22 23 15 24 Bicycle Volume [bicycleslh] 15 10 3 5 Fehr & Peers Vistro File: \...\SM PM Dec11 E +P.vistro Generated with JAUY y _ ` ®, 211112015 PM Existing + Project Intersection Settings Located in CBD no Signal Coordination Group Permiss Cycle Length [s] 90 Coordination Type Free Running Actuation Type I ally n, ,,lad Offset [s] (.o Offset Reference I. e[1dGi een Permissive Mode Singlel3and Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag _ Minimum Green [s] D 5 0 0 7 0 0 5 0 0 5 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 D 30 0 Amber [s] 0.0 4.0 0.0 0.0 4.0 00 0.( 3.6 0.o ao 3.6 0.0 All red [s] o.0 1.0 0.0 0.0 1.0 (.n o.0 1.0 (.0 (to 1.0 0 Split [s] 0 0 0 o 0 0 0 0 0 0 0 0 Vehicle Extension [s] ((0 2.0 0 0 D.o 2.0 (.o t1( 2.0 tr U (.0 2.0 40 Welk [s] 0 5 D n 7 0 0 7 0 0 7 0 Pedestrian Clearance [sj 0 17 D o 14 0 0 28 0 0 28 0 11, Start-Up Lost Time [s] 00 2.0 (M0 0.0 2.0 0.0 (i D 2.0 0 u D.(1 2.0 0.0 12, Clearance Lost Time [s] 0 0 3.0 0.( 0.0 3.0 0.0 n.0 2.6 0.o 0 0 2.6 0.( Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [n] 0 0.o D.0 n n () .0 0.0 0.0 0.0 no 0.0 Detector Length [it] ( e o o a.0 i) ( 0 0 0.0 (.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Deci t E +P.vistro Generated v✓ith IWEEM 2/11/2015 PM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 16.80 10.02 9.30 16.88 11.59 11.67 40,91 25.91 21.85 38.86 34.31 20,68 Movement LOS B I B A 8 1 B 1 8 D C C D I C I C d_A, Approach Delay[s /veh] 10.73 12.76 25.62 34.11 Approach LOS 8 B C C d_I, Intersection Delay [s /veh] 20.69 Intersection LOS C Intersection V/C 0.465 tequence ©0000000000od00� �0 000000000000000,, i�a eseeeeeeeeeeee�. i�aeeeeeeseeveeeee Fehr & Peers Vistro File: \ ... \SM PM Dec11 E +P.vistro Generated with IMMUM 2111/2015 PM Existing + Project Version 3.00 -04 Intersection Level Of Service Report #97: SEVENTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (see/ veh): 19.8 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.478 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Northeastbound Southwestbound Northwasstbound Southeasstbound Lane Configuration 11 u sal i 1 r W W 41 M Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 n 0 0 0 0 Pocket Length [fi) IM) no 100.00 100 00 100A0 IOJ.00 IOO.OD 100.011 100.00 *0200 160.00 100.00 100.00 Speed [mph] 30.00 30.00 35.00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 0 294 134 67 327 86 0 304 63 57 429 31 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 j 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehm] 0 0 o n 0 0 0 n o 0 o a Total Hourly Volume [vehm] 0 294 134 67 327 86 0 304 63 57 429 31 Peak Hour Factor 0.8918 0.8918 0.8918 0.8889 0.8889 0.8889 0.8495 0.8495 0.8495 0.8674 0.8674 0.8674 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 0 82 38 19 92 24 0 89 19 16 124 9 Total Analysis Volume [vehm] 0 330 150 75 368 97 0 358 74 66 495 36 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [m] o Local Bus Stopping Rate [m] 0 0 0 0 ., 0 o n 0 n o 0 Pedestrian Volume [ped /h] 14 20 3 24 Bicycle Volume [bicycles/h] 10 - 8 3 1a Fehr & Peers Vistro File: \ ... \SM PM Dec11 E +P.vistro Generated with RMERM 2/1112015 PM Existing + Project Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 60 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 e o 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] o 17 0 0 17 0 0 17 0 0 17 0 Amber [s] 0.0 3.5 0 0.0 3.5 o0 0.0 3.5 0.0 U 3.5 0.0 All red [s] 0.0 1.0 20 0 1.0 (U) 0.0 1.0 U n 0 1.0 40 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0M 2.0 0.0 0.0 2.0 (U) 0.0 2.0 0 O.a 2.0 0.0 Walk [s] 0 5 0 0 5 0 u 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0.0 2.0 0.0 i) 0 2.0 0 0.0 2.0 0.0 0.0 2.0 o 0 12, Clearance Lost Time [s] 0.0 2.5 u o 0 2.5 e.0 n.0 2.5 0 n om 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] 0.0 0.0 0 0 no 0.0 o 0 0.0 0.0 0.0 0.0 00 0 n Detector Length [ft] n o o o u o o a o 0 0.0 0.0 0.0 00 0.o 0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: 1 ... \SM PM Dec11 E +P.vistro Generated with RMUN IUD 2/1112015 PM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 0.00 10.11 8.95 14.04 10.48 8.49 0.00 25.08 25.08 35.27 32.08 32.08 Movement LOS A B A B I B I A A I C I C D C C d_A, Approach Delay [s /veh] 9.75 10.62 25.08 32.43 Approach LOS A B C C d_I, Intersection Delay [s /veh] 19.82 Intersection LOS B Intersection V/C 0.478 iequence �© 00000000000000. �0 000000000000000 �aeeeeessseeeeeee. '�aseeeesesseevesa Fehr & Peers Vistro Fite: \...1SM PM Dec11 E +P.vistr0 Generated with KMIMIVM 2111/2015 PM Existing + Project Intersection Level Of Service Report #98: SEVENTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec /veh): 19.7 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.518 Intersection Setup Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Nodheastbound Southwestbound Nodhwestbound Southeasstbound Lane Configuration +i I I r 4i l I r era l 41 F Turning Movement Left Thru Right Left Thm Right Left I Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 1 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 u 0 0 n 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 too.00 l0000 t00(to t00 .o0 100.00 100.00 100.00 100.00 100.00 Speed [mph] 0.00 25.00 35.00 35.00 Grade r %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 49 445 23 170 777 125 19 182 78 154 321 139 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume (vehlh] o n 0 6 0 0 0 0 n o 0 0 Total Hourly Volume [vehm] 49 445 23 170 777 125 19 182 78 154 321 139 Peak Hour Factor 0.8802 0.8802 0.8802 0.9241 0.9241 0.9241 0.7665 0.7665 0.7665 0.9034 0.9034 0.9034 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 14 126 7 46 210 34 6 25 43 89 38 Total Analysis Volume [veh/h] 56 506 26 184 841 135 25 102 170 355 154 Presence of On- Street Parking no no no no no K59 no no no On- Street Parking Maneuver Rate [/h] n o n n o 0 o 0 Local Bus Stopping Rate [Po] n .� 0 o u 0 o 0 ., 0 Pedestrian Volume [ped /h] 20 16 10 7 Bicycle Volume [bicycles /h] 13 6 4 4 Fehr & Peers Vistro File: 1 ... \SM PM Dec11 E +P.vistro Generated with LWY v ° ® 2/11/2015 PM Existing + Project, Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] l�O Coordination Type Free Running Actuation Type I °(illy octuefed Offset [s] o 0 Offset Reference LeadGreen Permissive Mode Sinyfel3anJ Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 u 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - Minimum Green [s] 0 7 0 n 7 0 0 7 U 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s) 0.0 4.0 00 0.0 4.0 0.0 00 3.6 r) 0 3.6 00 All red [s] 0.0 1.0 0.0 00 1.0 00 0.0 1.0 0.0 0.0 1.0 n 0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s] 0 0 2.0 UO 0.0 2.0 0 0.0 2.0 n 0 0.0 2.0 0 Walk [s] 0 7 0 0 7 0 0 7 0 0 7 n Pedestrian Clearance [s] 0 17 0 0 14 n n 23 0 0 23 0 11, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 12, Clearance Lost Time [s] 0 3.0 0.0 0.0 3.0 0.0 0.0 2.6 0.0 0.0 2.6 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] n.o 0.0 on rLO 0.0 00 0 0 0.0 0.0 0 0 0.0 01) Detector Length [it] 0.0 0.0 0.0 0.0 o_n o.0 0.0 0.0 0.0 0.0 0.0 0A I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... 1SM PM Dec11 E +P.vistro Generated with ° ® 2111/2015 PM Existing + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [slveh] 18.20 1 10.34 1 8.85 17.98 11.89 9.81 43.06 23.08 21.54 33.36 37.95 37.95 Movement LOS B B A B B A D C C C D I D d_A, Approach Delay [s /veh] 11.03 12.61 24.02 36.80 Approach LOS B B C D d_I, Intersection Delay [s /veh] 19.65 Intersection LOS B Intersection V/C 0.518 Sequence �© 0000A0000000000 0!000000000000000 �0 000000000000000 i�aeseveesessesese Fehr & Peers Vistro File: \ ... \SM PM Dec11 E +P.vistro Generated with ffffW NUM, on 2/12/2015 AM Future Intersection Level Of Service Report #85: FOURTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / van): 23.2 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.509 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Nodheastbound Soulhwestbound Northwestbound Southeastbound Lane Configuration 140 30 1 120 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left 1.0000 Right Lane Width [ ft] 12n0 12.00 12.00 12.110 12.00 12.00 12.00 12.00 12.00 12.00 0.00 12.00 No. of Lanes in Pocket 0 0 0 n 0 0 0 0 0 0 MThru 0 Pocket Length [ft] 100.00 100O1J 0200 700.00 100.00 100.00 10000 10000 100.00 100 00 0 100000 Speed [mph] 30.00 30.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 141h St Base Volume Input [veh /h] 17 150 80 0 150 140 30 490 120 20 510 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [vehlhj 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 o 0 0 0 0 0 0 0 0 Pass -by Trips [ vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] D 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehlhj 0 0 0 0 0 0 0 0 0 0 0 0 Right -Tum on Red Volume (vehm) u 0 0 0 0 0 0 0 O 0 n 0 Total Hourly Volume [vehlhj 11 150 - 80 i; 150 140 30 490 120 20 510 20 Peak Hour Factor 08aea 0.8898 0.8898 o.x 140 0.8148 0.8148 0.8488 0.8488 0.8488 0.9701 0.9701 0.9701 Other Adjustment Factor 10030 1.0000 1.0000 111000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 Total 15- Minute Volume [vehlh] ., 42 22 2 46 43 9 144 35 5 131 5 Total Analysis Volume[vehlh] 1n 169 90 iO 184 172 35 577 141 21 526 21 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [/hl 0 n 0 v 0 0 n n o n u n Local Bus Stopping Rate [Po] n 0 0 0 0 0 0 0 0 n 0 Pedestrian Volume [ped /h] 10 15 9 12 Bicycle Volume [bicycles /hl 5 8 5 5 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with [mom m 2 /1212015 AM Future Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type PrnNss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead I Lag Minimum Green [s] 0 6 0 0 6 n 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 v 0 17 u 0 W 0 Amber [s] 0.0 3.5 0.0 0.0 3.5 0 0 n 0 3.5 0.o n.o 3.5 (1.0 All red [s] 0.0 1.0 0.0 0.0 1.0 00 0.0 1.0 0.0 0.0 1.0 0.0 Split [a] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [a] 0.0 2.0 0 0 00 2.0 a0 0.0 2.0 0A 0.0 2.0 0.0 Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0.0 2.0 0.0 0 2.0 0.0 0 2.0 0.0 0.0 2.0 (U) 12, Clearance Lost Time [s] 0.0 2.5 0.o n.o 2.5 0.0 0.n 2.5 0.0 0.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] 0.0 n.0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 n o 1) 0.n Detector Length [ft] 0.0 0.0 0M 0.0 O.n 0J1 0.0 0.0 0.0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with IMEMM 2/1212015 AM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] o.o0 10.98 10.98 0.00 12.27 12.27 36.16 30.54 18.37 36.82 28.11 28.11 Movement LOS 13 1 B B B D C B D C C d_A, Approach Delay[s /veh] 19.98 12.27 28,52 28.43 Approach LOS B B C C d_I, Intersection Delay [s /veh] 23.16 Intersection LOS C Intersection V/C 0.509 Sequence Imo© Q0v00v00v0000v0, 0'000000000000000 �0 00 000000000000. i�aeeeeeeesseeevee Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with UNLYM Mrs 2/1212015 AM Future Intersection Level Of Service Report #86: FOURTEENTH STREETIOLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 16.6 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.460 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Southwesttbound Northwestbound Southeaasibound Lane Configuration 4111 i 411 F i 1 f i I r Turning Movement Leff Thru Right Left Thm Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 o 0 Pocket Length [8) 104 00 100 00 100.00 10400 100.00 1(0.00 i00 .00 10400 100.00 40.00 100.00 100.00 Speed [mph] 0.00 45.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input (veh /h] 70 42 10 140 440 140 50 460 160 190 290 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %j 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehihj 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehm] o n o ( 0 0 0 0 o n 0 0 Total Hourly Volume [vehm] 70 42 10 140 440 140 50 460 160 190 290 30 Peak Hour Factor 0.8893 0.8893 0.8893 0.8206 0.8206 0.8206 0.9292 0.9292 0.9292 0.9539 0.9539 0.9539 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 20 12 3 43 134 43 13 124 43 50 76 8 Total Analysis Volume [veh /h] 79 47 11 171 536 171 54 495 172 199 304 31 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [Ih] ( o u 0 0 o n n 0 o 0 m Local Bus Stopping Rate [m] 0 ( 0 0 0 0 n 1 0 0 ( 0 1 0 Pedestrian Volume (ped /h] 16 12 33 33 Bicycle Volume [bicyclesm] 13 14 1 5 Fehr & Peers Vistro File: I ... \SM AM Dec11 F.vistro Generated with awn= 2/12/2015 AM Future Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s) 44.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss lPermiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - - Minimum Green [s] D 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] 0.0 4.0 0A 0.0 4.0 0.0 10 3.6 0.0 0 0 3.6 0.0 All red [s] ao 1.0 o o.0 1.0 on o 0 1.0 0.0 n.o 1.0 0 0 Split [s] 0 30 0 0 30 0 0 40 U 0 40 0 Vehicle Extension [s] a.0 2.0 O.a 01) 2.0 6.0 0.0 2.0 0 0.0 2.0 0.0 Welk [s] 0 5 0 0 7 n 0 7 0 0 7 0 - Pedestrian Clearance [s] 0 17 0 0 14 0 0 28 0 0 28 0 11, Start -Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0 0 0.0 2.0 0.0 0.0 2.0 0.0 12, Clearance Lost Time (s) o.0 3.0 40 40 3.0 0.0 0.0 2.6 0.0 0 0 2.6 0.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0.0 0.0 0 0 n.0 0 �� 0.0 0.0 0.0 0.0 0.0 Detector Length [ft) 0.0 1) (1 0-0 O.n Odl 0.0 0.0 1) U 01l 00 0.0 0.0 1, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OD 1.00 Fehr & Peers Vistro Fife: \ ... 1SM AM Dec11 F.visho Generated with ' Y P - ` s 2/12/2016 AM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [slveh] 26.60 13.29 13.22 17.68 18.77 19.13 16.33 13.29 10.92 26.00 11.61 9.89 Movement LOS C I B B B I B I B B B B C B A d_A, Approach Delay [slveh] 20.96 18.63 12.95 16.87 Approach LOS C B B B d_I, Intersection Delay [s /veh] 16.55 Intersection LOS B Intersection V/C 0.460 Sequence ©i0000000000000 ®0 0,000000000000000 �0'000000000000�00 i�aeeeeseeseeesese Fehr & Peers Vistro File: 1 ... 1SM AM Dec11 F.vistro Generated with MWEINUM 2/1212015 AM Future Version 3.00 -04 Intersection Level Of Service Report #97: SEVENTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec / veh): 19.7 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.473 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Nodheastbound Soulhweslbound Nodhwestbound Southeasstbound Lane Configuration 11 r 4i 1 r W ae F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 c 0 0 o 0 0 0 0 0 n 0 Pocket Length (it] 100.00 10400 100.00 loo .o0 100.0o l0000 10400 loo.00 100.00 100.00 10400 100.00 Speed [mph] 30.00 30.00 35.00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 40 270 30 90 270 140 60 310 120 90 280 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips (vehm] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h) 0 o 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [vehm] 40 - 270 30 90 270 140 60 310 120 90 280 30 Peak Hour Factor 0.8399 0.8399 0.8399 0.8892 0.8892 0.8892 0.8015 0.8015 0.8015 0.7619 0.7619 10.7619 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 12 80 9 25 76 39 19. 97 37 30 92 10 Total Analysis Volume [vehlh] 48 321 36 101 304 157 118 368 39 Presence of On- Street Parking no no no no MOno no no On- Street Parking Maneuver Rate [/h) 0 o u 0 0 0 0 0 0 Local Bus Stopping Rate [Po] 1i n 0 0 u 0 n n 0 Pedestrian Volume (ped /h] 100 75 30 75 Bicycle Volume [bicycles /hl 30 50 10 15 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with IRMINUMM 211212015 AM Future Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 .0 8 0 4 0 Auxiliary Signal Groups Lead / Lag .. _ Minimum Green [s] 6 n o 6 G 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 0 0 17 0 Ambers] 0.0 3,5 0 0 0.0 3.5 0.0 0.0 3,5 0.0 0.0 3.5 0.0 Allred[a] 0.0 1.0 Uo 0.0 1.0 00 0.0 1.0 0.0 00 1.0 40 Split [a] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2,0 0.0 oA 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Welk [s] 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time (s] 0.0 2.0 0.0 0.0 2.0 G.0 0.0 2.0 0 0 0D 2.0 0.0 12, Clearance Lost Time G.0 2.5 0.0 0.0 2.5 00 ri.0 2.5 0.o a0 2.5 00 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] (1 00 00 0.o no G.o 0.0 0.0 0o Oo 0.o G.o Detector Length [ft] 0.0 0.0 0.0 00 G.o 0.0 0.0 0.0 0.0 00 00 00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: 1 ... 1SM AM Dec11 F.vistro Generated Wth ME= 2/12/2015 AM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement s /veh) 16.64 13.26 10.56 18.46 13.05 12.06 28.63 25.27 25.27 38.83 19.37 1 19.37 Movement LOS B B I B B I B I B C I C I C D B B d_A, Approach Delay [s /veh] 13.42 13.75 25.68 23.75 Approach LOS B B C C d_I, Intersection Delay Is /veh] 19.65 Intersection LOS B Intersection V/C 0.473 sequence ©.000000000000000. 0,,00000000000 _000 �0'000000�00000000 (0,000000000000000 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with GM WMET81 2112/2015 Intersection Level Of Service Report #98: SEVENTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Analysis Method: HCM2010 Analysis Period: 15 minutes Intersection Setup Delay (sec I van): 16.1 Level Of Service: B Volume to Capacity (v /c): 0.442 AM Future Name Olympic Blvd Olympic Blvd 17th St 17th St " Approach Northeastbound Southwestbound Nouhwestbound Southwastbound Lane Configuration 1 1 I p4 1 i i r ! d 1 1 1 Turning Movement Left Thru Right Right Left Thru Right Left Thru Right Left Thru Right " Lane Width [ft] 12.00 12.00 1 12.00 12.00 12.00 1 12.00 12.00 12.00 1 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 o 0 0 ] 0 Pocket Length [ft) 100.00 100.00 ioaou 100.00 100.00 uio.o0 ioa.00 100.00 1o0.00 100.00 ioa.00 10100 " Speed [mph] 0.00 " 25.00 35.00 35.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 60 550 20 110 570 100 90 250 90 170 220 70 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /hl 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips[veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehm] o u o o 0 0 0 0 0 o n n Total Hourly Volume [vei 60 550 20 110 570 100 90 250 90 170 220 '70 Peak Hour Factor 0.8521 0.8521 0.8521 0.9135 0,9135 0.9135 0.8897 0.8897 0.8897 " 0.7248 0.7248 0.7248 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 18 161 6 30 156 27 25 70 25 59 76 24 Total Analysis Volume [veh /h] 70 645 23 120 624 109 101 281 101 Presence of On- Street Parking no no no no no no M59 On- Street Parking Maneuver Rate (in) 1 0 u o o Local Bus Stopping Rate [/h) 0 0 0 o a 0 .. 0 0 Pedestrian Volume [ped /h] 200 750 150 1000 Bicycle Volume [bicycles /h] 50 75 25 50 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with UUY ' s 2/1212015 AM Future Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 12.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s) 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s) 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] o.0 4.0 0.0 0.0 4.0 O.o 0 3.6 40 0.q 3.6 0.0 All red [s) o.0 1.0 oA oo 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 35 0 0 35 a 0 35 0 0 35 0 Vehicle Extension [s] oA 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Walk [s] 0 7 v 0 7 u n 7 o n 7 0 Pedestrian Clearance [s] 0 17 U 0 14 0 0 23 0 0 23 0 11, Start-Up Lost Time [s] 0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 a o o.0 2.0 O.o 12, Clearance Lost Time [s] o.0 3.0 0.0 0 0 3.0 o.0 0.0 2.6 0.0 0 0 2.6 n.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location lft] no O.o 0.n 0.0 20 0.0 0 0 0.0 0.0 0.0 Detector Length[ttj o.0 0.o au 0.0 0.0 0.o n.0 0.0 0.0 0.0 no 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dect 1 F.vistro Generated vAth 2/1212015 AM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 21.25 14.45 11.57 24.90 14.31 13.63 22.71 13.46 12.71 24.52 15.07 15.07 Movement LOS C B B C 1 8 1 B C I B I B C I B I B d_A, Approach Delay [s /veh] 15.00 15.71 15.24 18.56 Approach LOS B B B B d_ I, Intersection Delay [s /veh] 16.10 Intersection LOS B Intersection V/C 0.442 Sequence ����� 00000000000000_. ��0 000000000000000 i�eseeeseeeeseseva i�eeeeeeseeesevava Fehr & Peers Vistro File: \ ... \SM AM Dec11 F.vistro Generated with 2/12/2015 Intersection Level Of Service Report #85: FOURTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / van): 21.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.583 Intersection Setup PM Future Name Colorado Ave Colorado Ave 14th St 14th St Approach Northe astbound Southw®estbound Northwestbound Southeastbound Lane Configuration F F�0 +11r *1F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 1z 00 12.00 1200 . 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket o 0 0 0 0 0 0 o 0 0 0 0 Pocket Length JR] 700.00 100.00) 100.00 100.00 io0.00 100.00 100.00 liri).o0 100.00 100.00 loo q0 i00. Cn Speed [mph) 30.00 30.00 30.00 30.00 Grade ( %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 13 160 140 17 230 130 40 470 60 10 540 20 Base Volume Adjustment Factor 1 A000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0A0 0.00 0.00 0A0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1 00 1.00 1.00 too 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] '0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh [h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] - 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehPo] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h] 0 0 0 0 0 o 0 o u 0 0 ri Total Hourly Volume [veh /h] s 160 140 1 7 230 130 40 470 60 10 540 20 Peak Hour Factor 0.AS4G 0.9346 0.9346 o.7vze 0.7926 0.7926 0.8742 0.8742 0.8742 0.9100 0.9100 0.9100 Other Adjustment Factor 1.0000 1.0000 1.0000 10000 1.0000 1,0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total l5- Minute Volume [veh /h] 43 37 5 73 41 11 134 17 3 748 5 Total Analysis Volume [vehR] ill 171 150 1 290 164 46 538 69 11 593 22 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [ /h] 0 0 0 0 0 0 0 0 o 0 0 0 Local Bus Stopping Rate [m] o o 0 0 0 0 0 0 0 0 Pedestrian Volume [ped /h] 17 25 6 13 Bicycle Volume (bicycles /h] 16 11 3 6 Fehr & Peers Vistro File: \ ... \SM PM Dec11 F.vistro Generated with NaUFAM&Iffe 2/12/2015 PM Future Intersection Settings Located in CBD I no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen - Permissive Mode Sinclelland Lost time [s] 1 0.00 Phasing 8, Timing Control Type I'e. miss Permiss Permiss I'cin4s; Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead /Lag - - - - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 u 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 u 0 17 0 Amber [s] 0.0 3.5 0.o n 3.5 0.0 a.o 3.5 0.0 0.0 3.5 a0 Allred[s] a0 1.0 (m) 0.0 1.0 00 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2,0 0.0 0.0 2.0 0.0 00 2.0 o.a o.0 2.0 o.0 Walk [s] 0 5 - 0 0 5 0 0 5 d o 5 0 Pedestrian Clearance [s] 0 12 0 n 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0.a 2.0 0.0 0.0 2.0 0.0 00 2.0 00 0.0 2.0 0.0 12, Clearance Lost Time [s] 0.0 2.5 00 00 2.5 0.0 00 2.5 0.0 0.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no _ yes yes Detector Location [it) 0.0 0.0 0.0 0.0 ao 0.0 0.0 0.0 0.0 0.o u o 0.0 Detector Length [it] o o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 ton 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: 1 ... 1SM PM Dect t F.vislro Generated with mom= 2/12/2015 PM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement[s /veh] aoo 13.76 1 13.76 0 0 15.92 15.92 1 37.24 22.94 15.48 31.20 1 28.26 1 28.25 Movement LOS B B B B D C B C C C d_A, Approach Delay [s /veh] 13.76 5.92 23,16 28.30 Approach LOS B 8 C C d_I, Intersection Delay [s /veh] 21.66 Intersection LOS C - Intersection V/C 0.583 Sequence �a�� ©D00v0000000�000; ��0 0000 _000000000, ��0 000000000000000, ��0 000000000000000 Fehr & Peers Vistro File: 1 ... \SM PM Dec11 F.vistro Generated with F9011 FE% Ma 2/12/2015 PM Future Version 3.00 -04 Intersection Level Of Service Report #66: FOURTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 21.1 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v/c): 0.520 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Southwestbound Northwaslbound Southeestbound Lane Configuration h I i P9 ® 1 1 i J r I r Turning Movement Left Thru Right Left Thru Right Let( Thru Right Leff Thru Right Lane Width [it] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 1004)0 t0U.00 100.00 100 00 ;00.00 100.00 100.00 Speed [mph] 0.00 45.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 100 340 60 170 670 120 30 360 110 120 470 50 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage r/ ] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [ vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehm] 0 n 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [ veh/h] 100 340 60 170 670 120 30 360 110 120 470 50 Peak Hour Factor 0.8409 0.8409 0.8409 0.8956 0.8956 0.8956 0.8934 0.8934 0.8934 0.8856 0,8856 0.8856 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh/h] 30 101 18 47 187 33 8 101 31 34 Total Analysis Volume [veh /h] 119 404 71 190 748 134 34 403 123 136 Presence of On- Street Parking no no no no no no no j13314 On- Street Parking Maneuver Rate [/h] 0 ii 0 0 n 0 Local Bus Slopping Rate [/h] 0 0 0 0 0 0 0 n Pedestrian Volume [ped /h] 22 23 15 24 Bicycle Volume [bicycles /h] 15 10 3 5 Fehr & Peers Vistro File: % ... 1SM PM Dec11 F.vistro Generated with Intersection Seftings 2/12/2015 PM Future Located in CBD no Signal Coordination Group Permiss Cycle Length (s] sM Coordination Type Free Running Actuation Type Fully actuated Offset [s] 0.0 Offset Reference I.eadGreon Permissive Mode S;,wt +Band Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 n o 4 0 Auxiliary Signal Groups Lead I Lag Minimum Green [s] u 5 0 0 7 0 0 5 0 0 6 n Maximum Green (s] 0 30 0 n 30 0 0 30 0 0 30 0 Amber [s] 0.0 4.0 1 0.0 0.0 4.0 0.0 o.0 3.6 0.0 a.0 3.6 0.0 Allred[s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 0 0 0 0 0 o n 0 0 0 0 Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 1) 0 2.0 0.0 Walk [s] 0 5 0 0 7 0 o 7 0 o 7 0 Pedestrian Clearance [s] 0 17 0 0 14 0 0 28 0 n 28 0 11, Start-Up Lost Time [s] 0.0 2.0 0.o G.o 2.0 0 0 01) 2.0 n.0 40 2.0 0.0 12, Clearance Lost Time (s] 0.0 3.0 0.0 0 0 3.0 4a 0.0 2.6 0.0 0.0 2.6 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0 0 ii o n o 0.0 01) 0.0 0.0 o.n 0.0 0.0 no 0.0 Detector Length [ft] 1) .0 0.0 0.0 0.o no 0.0 0.0 0.0 0.o a.0 eo 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro Fite: 1 ... 1SM PM Dec11 F.vistro Generated Wth IMMM 2 /1 212 01 5 PM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 23.61 10.05 9.32 17.01 12.77 12.85 41.96 26.45 21.72 40.17 35.27 20.71 Movement LOS C 1 B 1 A B B B D C C D D C d_A, Approach Delay[s /veh] 12.68 13.53 26.35 35.07 Approach LOS B B C D d_I, Intersection Delay [s /veh] 21.07 Intersection LOS C Intersection VIC 0.520 Sequence ©�00000�00000000 �0 00000000000000 �0 000000000000000 �0 000000000000000 Fehr & Peers Vistro File: \ ... \SM PM Dec11 F.vistro Generated with 9WMERMT61 2/1212015 PM Future Control Type: Analysis Method: Analysis Period: Intersection Setup Intersection Level Of Service Report #97: SEVENTEENTH STREET /COLORADO AVENUE Signalized Delay (sec / veh): 19.4 HCM2010 Level Of Service: B 15 minutes Volume to Capacity (v /c): 0.502 Name Colorado Ave Colorado Ave 17th St 17th St Approach Norlheastbound Southwestbound Nodhwastbound Southeastbound Lane Configuration j W i l r 01 #1 F Turning Movement Left Thru I Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 u 0 0 0 0 0 o 0 0 0 0 Pocket Length [ft] 100 00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i 00.00 100.00 IOU DO I... Speed [mph] 30.00 30.00 35.00 35.00 Grade (%) 0.00 0.00 0.00 - 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 30 300 50 160 350 140 70 310 70 60 430 40 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0600 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 -Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 j 0 j 0 0 0 0 0 0 0 0 0 j 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 o o n 0 0 0 0 0 0 o n Total Hourly Volume [veh /h] 30 300 50 160 350 140 70 310 70 60 430 40 Peak Hour Factor 0.8918 0.8918 0.8918 0.8889 0.8889 0.8889 0.8495 0.8495 0.8495 0.8674 0.8674 0.8674 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 8 84 14 45 98 39 21 91 21 12 Total Analysis Volume [veh[h] 34 336 56 180 394 157 82 365 82 46 Presence of On- Street Parking no no no no no no 117 tl no On- Street Parking Maneuver Rate [/h) o 0 0 n ., 0 0 n 0 Local Bus Stopping Rate [In] 0 0 0 a a 0 0 0 0 0 Pedestrian Volume [ped /h] 75 100 15 125 Bicycle Volume [bicycles/hl 50 35 15 50 Fehr & Peers - Vistro File: I ... ISM PM Dect t F.vistro Generated with MEM 2/1212015 PM Future Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead I Lag - - - - - - - - Minimum Green [s] 0 8 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 0 0 17 0 Amber (s] 00 3.5 0.0 0 3.5 0.0 0.0 3.5 0.0 0.0 3.5 0.0 All red [a] 011 1.0 0.0 0.0 1.0 0 0 0 0 1.0 0.0 0.0 1.0 0.0 Split (s] - 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 00 0 2.0 0.0 0.0 2.0 00 Welk [s] 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0A 2.0 0.0 0.0 2.0 0.0 00 2.0 0.0 0.0 2.0 0.0 12, Clearance Lost Time [s] 0.0 2.5 40 0.0 2.5 0 o 0 2.5 0. o 0.0 2.5 0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [fl] 0 0.0 0.0 0.0 0.0 0.0 Oo n Detector Length [R] 0.0 0.0 0.0 o1i 0.0 n.0 0.0 0.0 0 0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dec11 F.vistro Generated with MISM 2112/2015 PM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 18.12 1 13.40 1 10.73 21.48 14.19 12.09 36.04 20,71 20.71 30.75 24.22 24.22 . Movement LOS B B B C B B D C C C C C d_A, Approach Delay [s /veh] 13.43 15.53 23.09 24.95 Approach LOS B B C C d_I, Intersection Delay [slveh] 19.39 Intersection LOS B Intersection V/C 0.502 Sequence �© 000000000000000 ��0 000000000000000, ��0,000000000000000 ��0,,0000000000 -0000 Fehr & Peers Vistro File: 1 ... 1SM PM Dec11 F.vislro Generated with KMOMPT61 2/12/2015 PM Future Intersection Level Of Service Report #98: SEVENTEENTH STREETIOLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 19.5 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.514 Intersection Setup ' Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northeastbound Southweslbound Northwestbound Southeastbound Lane Configuration 4111 f 4111 f 411 r 41 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left I Thru I Right Lane Width [ftl 12.00 12.00 1 12.00 12.00 12.00 1 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 o 0 0 u 0 Pocket Length [ft] 100.00 '100.00 100.00 100.00 100A0 100110 1%1.00 too.00 loo on 100.00 100.00 }00.00 Speed [mph] 0.00 25.00 35.00 35.00 Grade [%] 0.00 - 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /hj 40 470 30 170 780 130 20 190 110 160 350 100 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [ veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [ vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h] o 0 o n n o a o o n o n Total Hourly Volume [ veh/h] 40 470 30 170 780 130 20 190 110 160 350 100 Peak Hour Factor 0.8802 0.8802 0.8802 0.9241 0.9241 0.9241 0.7665 0.7665 0.7665 0.9034 0.9034 0.9034 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 11 133 9 35 7 62 36 44 97 28 Total Analysis Volume [veh /h] 45 534 34 141 26 248 144 177 387 111 Presence of On- Street Parking no no Ino no no no no no On- Street Parking Maneuver Rate [/h] r1 u n o u o 0 0 0 Local Bus Stopping Rate [/h] o 0 0 0 0 0 0 0 0 0 Pedestrian Volume [pedlh] 100 75 50 35 Bicycle Volume [bicycles /h] 75 30 20 20 Fehr & Peers Vistro File: I ... ISM PM Dec11 F.vistro Generated with FAWLTANIM61 2/12/2015 PM Future Intersection Settings Located in CBD no Signal Coordination Group Permiss Cycle Length [s] 00 Coordination Type Free Running Actuation Type Filly „rtuaied Offset [s] u o Offset Reference read Green Permissive Mode GinyleBwld Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag .. Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [s] 0.0 4.0 0.0 0.0 4.0 (10 0 3.6 0 o 0.0 3.6 0.) All red [s] 00 1.0 0.0 0.0 1.0 0.0 0 0 1.0 0.0 0.0 1.0 0.0 Split Is] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s] 00 2.0 0.0 0.0 2.0 0.0 0 0 2.0 n o 0.0 2.0 0.0 Walk [s] 0 7 0 0 7 0 0 7 0 n 7 0 Pedestrian Clearance [a] 0 17 0 0 14 0 0 23 0 0 23 0 11, Start-Up Lost Time [s] o.0 2.0 0.0 00 2.0 0.0 0.0 2.0 0.0 01) 2.0 uo 12, Clearance Lost Time [a] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 2.6 0.o 0.0 2.6 o.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] c.o 0M 0.o u.0 n o 0.0 0.0 0.0 0.0 f 0 0.0 0 0 Detector Length [ft] 0.0 0.0 0.0 0.n 0.0 0 0 c. 0 0.0 0.0 n 0 o.0 00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: % ... \SM PM Dec11 F.vistro Generated with IMEME 2112/2015 PM Future Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [slveh] 17.86 1 10.47 1 8.96 18.77 11.92 9.92 42.37 23.22 22.37 34.24 36.69 36.69 Movement LOS B 8 A B 1 B I A D I C I C C D I D d_A, Approach Delay [s /veh] 10.93 12.76 24.12 36.05 Approach LOS B B C D d_ I, Intersection Delay [s /vehj 19.49 Intersection LOS B Intersection V/C 0.514 Sequence �j��� 000000000000000. ��0 000000000000000 ��eeeeeeeeee�assse ire evesesaeeeeees�: Fehr & Peers Vistro File: % ... 1SM PM Decl t F.vistro Generated with IMMEM8 2/12/2015 AM Future + Project Version 3.00 -04 Intersection Level Of Service Report #85: FOURTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec / veh): 23.2 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.509 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Northeastbound Southwy*estbound Northwestbound Southeastbound Lane Configuration 140 1 #11 W (w Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 1 z J]0 12.00 12.00 1200 1200 . 1200 . 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket o 0 0 0 u 0 0 0 0 0 0 0 Pocket Length[ftj 100 oo 100.00 10() 00 i0000 roo oo ;00.00 100.00 100,00 10000 100.n0 /00,00 100.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 17 150 80 0 150 140 30 490 110 20 510 20 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 tL0o00 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 1) 00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /hj 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] n 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh /h] 0 0 0 n 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh/h] 0 0 o n 0 0 n D n 0 a 0 Total Hourly Volume [veh /h] n 150 80 ,., 150 140 30 490 110 20 510 20 Peak Hour Factor 0.11sen 0.8898 0,8898 o 81 !4 z 0.8148 0.8148 0.8488 0.8488 0.8488 0.9701 0.9701 0.9701 Other Adjustment Factor u>o10 1.0000 1,0000 10000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [vehlh] 42 22 .. 46 -03 9 144 32 5 131 5 Total Analysis Volume [vehRq rJ 169 90 35 577 130 21 526 21 Presence of On- Street Parking no no no no no no On- Street Parking Maneuver Rate [m] 0 0 0 0 0 n 0 n u 0 0 n Local Bus Stopping Rate [Po] o n 0 u 0 0 0 0 0 0 n 0 Pedestrian Volume [ped /h] 10 15 9 12 Bicycle Volume [bicycles /hl 5 8 5 5 Fehr & Peers Vistro File: 1 ... 1SM AM Dect t F +P.vistro Generated with RM NZWJM 2/12/2015 AM Future + Project Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s) 0.00 Phasing & Timing Control Type Pcn... Permiss Permiss Pm miss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green (s) 0 17 U 0 17 0 0 17 0 0 17 0 Ambers] 0.0 3,5 00 0.0 3.5 0.0 0.0 3.5 0.0 0.0 3.5 0.0 All red [a) 0.0 1.0 0A 0.0 1.0 0.o 0 .0 1.0 0.0 0.0 1.0 0.o Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 0.0 2.0 0.0 017 2.0 O.o 0.0 2.0 0.0 0.0 2.0 0.0 Walk [s] U 5 0 0 5 o 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [s] 0.0 2.0 0.0 1) 2.0 0.0 0.0 2.0 ao 0 v 2.0 0 12, Clearance Lost Time [s] o.0 2.5 (1 0 2.5 0.0 0 2.5 0.o 0.o 2.5 0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] 40 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 Detector Length [ft] tLG o.o 0.0 oA Ro 0.0 0.o tu1 0.0 0 0.0 0.0 I, Upstream Filtering Factor i.00 1.00 1.00 Loo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dect t F +P.vistro Generated vrith ME= 2/1212015 AM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 0.00 10.98 10.98 on 12.27 1227 36.15 30.53 18.21 36.82 28.10 28.10 Movement LOS 8 I B B I B D I C I B D C I C d_A, Approach Delay [s /veh] 10.98 12.27 28.64 28.42 Approach LOS B B C C d_1, Intersection Delay [s /veh] 23.17 Intersection LOS C Intersection V/C 0.509 sequence ©',� 000000000000��. �0 000000000000000 0,0000000000 -0000. �a eeesessseeeeoe Fehr & Peers Vistro File: \ ... \SM -AM Decl1 F +P.vistro Generated with IMINN ' # 2/1212015 AM Future + Project Version 3.00 -04 Intersection Level Of Service Report #86: FOURTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 16.5 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.454 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeaslbound Soulhwestbound Northwestbound Southeastbound Lane Configuration #i 1 I r 411 I r oi I p Turning Movement Left Thru Right Left I Thru I Right Left I Thru I Right Left 1.0000 Right Lane Widt h [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 0.00 12.00 No. of Lanes in Pocket 0 0 0 0 o 0 0 v 0 0 JThru 0 Pocket Length [ft] 100.00 100.00 100.00 1 0000 100 00 10200 100 00 100.00 0G 00 '100 00 0 100.00 Speed [mph) 0.00 45.00 30.00 30.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 70 42 10 140 440 140 50 450 170 190 290 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [0 /a[ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlhl o n 11 n n o 0 o n a o o Total Hourly Volume [vehlh] 70 42 10 140 440 140 50 450 170 190 290 30 Peak Hour Factor 0.8893 0.8893 0.8893 0.8206 0.8206 0.8206 0.9292 0.9292 0.9292 0.9539 0.9539 0.9539 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 20 12 3 43 134 43 13 121 46 50 76 8 Total Analysis Volume [veh/h] 79 47 11 171 536 171 54 484 183 199 304 31 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [m] o 0 0 o o o u o o n o 6 Local Bus Stopping Rate [Rr] o u 0 o n 0 0 u 0 n 0 0 Pedestrian Volume [ped /h] 16 12 33 33 Bicycle Volume [bicycles /hl 13 14 1 5 Fehr & Peers Visiro File: \ ... \SM AM Dect 1 F +P.vistro Generated with IM EirflftUe 2/1212015 AM Future + Project Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [a) 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 44.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag .. .. Minimum Green [s) 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green Is] 0 30 0 0 30 0 0 30 0 0 30 0 Ambers] 0.0 4.0 0.0 0.0 4.0 0.n 10 3.6 0 0.0 3.6 0.0 All red [s] 0.0 1.0 0.0 0.0 1.0 u 0 a.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 30 0 0 30 0 0 40 0 0 40 0 Vehicle Extension [a] 0.0 2.0 0.0 00 2.0 Od) 0 0 2.0 R0 0 0 2.0 o n Walk (s) 0 5 0 0 7 0 0 7 0 0 7 0 Pedestrian Clearance [s] 0 17 0 0 14 0 n 28 0 0 28 0 11, Start -Up Lost Time Is) 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.o 12, Clearance Lost Time [a] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 2.6 0.0 0.0 2.6 0.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft) a0 0.0 0.0 .0.0 0.0 0.0 on uo 0.n 0.0 0a 0.u' Detector Length [ft] d o.0 0.0 0.0 o.0 0.0 0.0 no o n 00 0.0 0.0 i, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F +P.vistro Generated with 211212015 AM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 26.03 13.06 13.00 17.34 18.40 18.75 16.66 13.44 11.23 26.07 11.84 10.08 Movement LOS C I B I B B I B 1 B B 1 B 1 B C B I B d A, Approach Delay s /veh) 20.53 18.26 13.12 17.04 Approach LOS C B B B d_I, Intersection Delay [sfveh] 16.48 Intersection LOS B Intersection VIC 0.454 iequence ©000000000000000. �0 000000000000000, !�0 000000000000000, I � 0'..000000000000000 Fehr & Peers Vistro File: \ ... \SM AM Dect t F +P,vistro Generated with RM N&MM 2/12/2015 AM Future + Project Intersection Level Of Service Report #97: SEVENTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec I veh): 19.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.473 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Northwastbound Southwestbound Northwestbound Southeestbound Lane Configuration i ` 411r 49 F 1q Turning Movement Left Thru Right Left Thm Right Left TThru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 n 0 Pocket Length [ft] 100.00 100 )(1 100.00 1)0.0o I Oo 00 loo of) 100.00 10000 100.00 100.00 100.00 100.00 Speed [mph] 30.00 30.00 35.00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [vehlh) 40 270 120 90 270 140 60 310 120 90 280 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [veh /h] 0 ) ) 0 ) o (1 0 0 o 0 0 Total Hourly Volume [vehm] 40 270 120 90 270 140 60 310 120 90 280 30 Peak Hour Factor 0.8399 0.8399 0.8399 0.8892 0.8892 0.8892 0.8015 0.8015 0.8015 0.7619 0.7619 0.7619 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 12 80 j '6__ 25 76 j 39 19 97 37 30 92 10 Total Analysis Volume [veh/h] 48 321 143 101 304 157 75 387 150 118 368 39 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [m] 0 n o ) ,. 0 0 0 0 n n Local Bus Stopping Rate [Po] 0 0 0 0 0 0 0 0 n a 0 Pedestrian Volume [ped /h] 100 75 30 75 Bicycle Volume [bicycles /h] 30 50 10 15 Fehr R Peers Vistro File: \ ... \SM AM Dec11 F +P.vistro Generated With [ON= = 2/12/2015 AM Future + Project Version 3.00 -04 Intersection Settings Located in CBD. no Signal Coordination Group - Cycle Length Is] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset Is] 15.0 Offset Reference LeadGreen Permissive Mode - SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 6 0 0 4 0 Auxiliary Signal Groups Lead / Lag Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] 0 17 0 0 17 0 0 17 u 0 17 n Ambers] O.o 3.5 ao ao 3.5 0.0 0.0 3.5 0.0 3.5 40 All red [s] 0.0 1.0 0.0 0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Split Is] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension Is] 0.0 2.0 0.0 40 2.0 0.0 0.0 2.0 0.11 0.0 2.0 0.0 Walk [s] 0 5 0 0 5 0 0 5 0 0 6 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 o 12 n 11, Start-Up Lost Time Is] o.0 2.0 0.0 0.0 2.0 ob o.b 2.0 0.0 0 0 2.0 0.0 12, Clearance Lost Time [s] 0.0 2.5 0 n o.b 2.5 0.0 0.0 2.5 J o n 2.5 0.n Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [it] 0.0 OD 0.0 0.0 () 0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 Detector Length [ft] oo o.b o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dect t F +P,vistro Generated with MUMUS 2/12/2015 AM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 16.64 1 1126 1 11.78 18.46 13.05 12.06 28.63 1 25.27 25.27 38.83 19.37 19.37 Movement LOS B B B B B B C C C D B B CA, Approach Delay[sNeh] 13.16 13.75 25.68 23.75 Approach LOS B B C C d_I, Intersection Delay [s /vehj 19.29 Intersection LOS B Intersection V/C 0.473 Sequence �� ©00000000000000, ��_ 0..00_0_00_ 0000_0_0_0_ 000 ��0':00 ®00000000 ®000. Fehr & Peers Vistro File: \ ... \SM AM Dec11 F +P- vistro Generated with ME= 2112/2015 AM Future + Project Intersection Level Of Service Report #98: SEVENTEENTH STREETIOLYMPIC BOULEVARD Control Type: Signalized Delay (sec / veh): 17.2 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.503 Intersection Setup Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration #111 r• i I I r #11 r 01 Turning Movement Left Thru Right Left Thm Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 100.00 too .o0 100.00 700.!10 10400 l oo oo 100 00 100 00 100.00 OO 00 10400 Speed [mph] 0.00 25.00 35.00 35.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 70 550 20 110 570 100 90 250 90 170 220 160 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %j 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume (vehlh] o u 0 0 0 0 0 0 0 0 0 0 Total Houdy Volume [veh/h] 70 550 20 110 570 100 90 250 90 170 220 160 Peak Hour Factor 0.8521 0.8521 0,8521 0.9135 0.9135 0.9135 0.8897 0.8897 0.8897 0.7248 0.7248 0.7248 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 21 161 6 30 156 27 25 70 25 59 76 55 Total Analysis Volume [vehlh] 82 645 23 120 624 109 235 304 221 Presence of On- Street Parking no no no no MO no no On- Street Parking Maneuver Rate [/h] 0 0 o n o u Eno n 0 Local Bus Stopping Rate [Ih] o 0 0 a 0 0 n .. 0 Pedestrian Volume [ped /h] 200 750 150 1000 Bicycle Volume [bicycles /h] 50 75 25 50 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F +P.vistro Generated with IM Jy&JM - 2/1212015 AM Future + Project Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] . 70 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [sj 12.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group u 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - Minimum Green [s] 0 7 0 o 7 n 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Ambers] 0.0 4.0 0 0 a0 4.0 o.0 3.6 0.0 3.6 n 0 All red [s] 0.0 1.0 0 0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 35 0 0 35 0 0 35 0 0 35 0 Vehicle Extensions] o.0 2.0 O.o 1) .0 2.0 O.o 0.0 2.0 0.0 0.0 2.0 00 Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0 - Pedestrian Clearance [s] 0 17 0 0 14 n 0 23 0 0 23 0 11, Start-Up Lost Time [s] ao 2.0 0.0 1) 2.0 0 0 0.0 2.0 0 o 0.0 2.0 o.0 12, Clearance Lost Time [s] 0 3.0 40 0.0 3.0 0.0 0.0 2.6 o o.0 2.6 0.0 Minimum Recall yes yes no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] 0.0 0.0 0.0 0.o ri 0 0.0 0.0 on nn on 0.0 0.0 - Detector Length [ftj 0.0 O.o 40 0.0 O.a 0.0 0.0 0.0 0 0 0.0 0.0 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F +P.vistro Generated vdth IMEMA 2/12/2015 AM Future+ Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 21.97 14.45 11.57 24.90 14.31 13.63 28.41 13.46 12.71 24.52 20.19 20.19 Movement LOS C B I B C B B C I B I B C I C I C d_A, Approach Delay [s /veh] 15.18 15.71 16.43 21.53 Approach LOS B B B C d_I, Intersection Delay [s /veh] 17.25 Intersection LOS B Intersection V/C 0.503 Sequence ©:000000000000000 '0;000000000000000 '0,000000000000000 �0 000000000000000 Fehr & Peers Vistro File: \ ... \SM AM Dec11 F +P.vistro Generated with ffMJ&jJM 211212016 PM Future + Project Intersection Level Of Service Report #86: FOURTEENTH STREETICOLORADO AVENUE Control Type: Signalized Delay (sec / veh): 21.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.583 Intersection Setup Name Colorado Ave Colorado Ave 14th St 14th St Approach Nodheastbound Southwestbound Nodhwestbound Southeastbound Lane Configuration 130 F o' ® 41 F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 1200 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 0 0 o t1 0 0 n 0 0 0 0 Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 700.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 14th St 14th St Base Volume Input [veh /h] 3 160 140 17 230 130 40 470 50 10 540 20 Base Volume Adjustment Factor t000n 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] tLOU 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate L00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site- Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh[h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h] 0 0 0 c 0 0 0 0 0 0 0 0 Right -Tum on Red Volume [veh/h] o o 0 n 0 0 0 n 0 0 0 0 Total Hourly Volume [vehlh] t s 160 140 i 230 130 40 470 50 10 540 20 Peak Hour Factor e. es4G 0.9346 0.9346 o. ra2r, 0.7926 0.7926 0.8742 0.8742 0.8742 0.9100 0.9100 10.9100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 43 37 73 41 11 134 14 3 148 5 Total Analysis Volume [vehlh] i 4 171 150 : 1 290 164 11 593 22 Presence of On- Street Parking no no M6507 no no On- Street Parking Maneuver Rate [Ihj L o n 0 Pedestrian Volume [Pedlh] 17 25 6 13 Bicycle Volume [bicycleslh] 16 11 3 6 Fehr & Peers Vistro File: 1 ... 1SM PM Dec11 F +P.vistro Generated With MENEM 2112/2015 PM Future + Project Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 72.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [a] 0.00 Phasing & Timing Control Type Pcimiss Permiss Permiss Penniss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - Minimum Green [s] 0 6 0 0 6 0 0 4 0 0 4 0 Maximum Green [s] 0 17 n 0 17 0 0 17 0 0 17 0 Ambers] oA 3.5 0.0 a0 3.5 0.0 0.0 3.5 o.0 0.0 3.5 0 All red [s] 0.0 1.0 0.0 40 1.0 0.0 0.0 1,0 0.0 40 1,0 0.0 Split [s] 0 44 0 0 44 0 0 36 v o 36 0 Vehicle Extension [s] 0 0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Walk [s] 0 5 0 U 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 0 0 12 0 0 12 0 11, Start-Up Lost Time [a] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 (1 12, Clearance Lost Time 0.0 2.5 0.o 0 0 2.5 0.0 0.0 2.5 0.0 0.0 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ff] 0.0 0.0 0.0 0 0.0 0.0 0.0 n.0 n.0 0.0 0.0 0.0 Detector Length [ft] - 0.0 0.0 0.o i10 0.n o.0 0.0 0.0 0.0 0.0 0.0 0.0 I, Upstream Filtering Factor I.0o 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 i.00 q.00 Fehr & Peers Vistro File: \...1SM PM Dec11 F +P.vistro Generated oath ° ® 211212015 PM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M. Delay for Movement [s /veh] 0.00 13.76 13.76 000 15.92 15.92 37.25 22.95 15.35 31.20 28,25 28.25 Movement LOS 8 I B B B D C B C C C d_A, Approach Delay [s /veh] 13.76 15.92 23.30 28,30 Approach LOS B B C C d I. Intersection Delay [s /veh] 21.69 Intersection LOS C Intersection V/C 0.583 Sequence I�i�l ©000000000000000 �0 000000000000000',, �0 000000000000000. i�aeveeeseeeeeeeee Fehr & Peers Vistro File: \..ASM PM Dec11 F+P.vislro Generated with ° # 2/1212015 PM Future + Project Version 3.00 -04 Intersection Level Of Service Report #86: FOURTEENTH STREET /OLYMPIC BOULEVARD _ Control Type: Signalized Delay (sec / veh): 21.0 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity (v /c): 0.520 Intersection Setup Name Olympic Blvd Olympic Blvd 14th St 14th St Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration +111 f 411 � 411 r i C r Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Wdlh [ft] 12.00 12.00 1 12.00 12.00 12.00 1100 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 0 o 0 0 U 0 0 0 0 Pocket Length [ft] 100.00 um.n0 ioo no loo 0o 10o00 ioo.00 ttio o0 100.00 for o0 i0000 ionoo io0ao0 Speed [mph] 0.00 45.00 30.00 30.00 Grade 1 %] 0.00 0.00 0100 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 14th St 14th St Base Volume Input [veh /h] 100 340 60 170 670 120 30 350 120 120 470 50 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [ %] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh /h] 100 340 60 170 670 120 30 350 120 120 470 50 Peak Hour Factor 0.8409 0.8409 0.8409 0.8956 0.8956 0.8956 0.8934 0.8934 0.8934 0.8856 0.8856 0.8856 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total l5- Minute Volume[veh /h] 30 101 18 47 117 33 8 98 34 34 133 14 Total Analysis Volume [veh/h] 119 404 71 190 748 134 34 392 134 6 Presence of On- Street Parking no no no nOn- Street Parking Maneuver Rate (/h] 0 n n o 0 0 0 0 R.no Local Bus Stopping Rate [/h] 0 0 0 Pedestrian Volume [ped /h] 22 23 15 24 Bicycle Volume [bicycles /hi 15 10 3 5 Fehr & Peers Vistro File: \ ... \SM PM Dec11 F +P.vistro Generated with ENEWO 2/1212015 PM Future + Project Version 3.00 -04 Intersection settings Located in CBD no Signal Coordination Group Permiss Cycle Length [s] u0 Coordination Type Free Running Actuation Type sW led Offset [s] oo Offset Reference LcaaGrnen Permissive Mode ,;I a 1,1 •nwl Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - - - - - Minimum Green [s] 0 5 0 0 7 o n 5 0 0 5 0 Maximum Green [s] 0 30 n 0 30 0 0 30 i) 0 30 0 Amber [s] 0.0 4.0 0 0 0.0 4.0 00 0.0 3.6 0 0 0 0 3.6 0.0 All red [s] 00 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 OD 1.0 0J) Split [s] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s] 00 2.0 0.0 40 2.0 0.0 0.0 2.0 00 0.0 2.0 n o Walk [s] 0 5 0 n 7 0 0 7 0 0 7 0 Pedestrian Clearance [s] 0 17 0 0 14 0 0 28 0 u 28 0 11, Start-Up Lost Time [s] 0.0 2.0 0.o 00 2.0 0.0 0.0 2.0 0.0 0.0 2.0 Oo 12, Clearance Lost Time [s] 0.0 3.0 0.0 0 0 3.0 un 0.0 2.6 0.0 0 n 2.5 0.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [ft] o Detector Length [ft] o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 1i.0 4u o 0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 700 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dect t F +P.vistro Generated vdth ' ° sy 2/12/2015 PM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement [s /veh] 23.61 10.05 9.32 17.01 12.77 12.85 41.96 26.05 21.90 39.43 35.27 20.71 Movement LOS C 8 A B B B D C I C D D C d_A, Approach Delay[s /veh] 12.68 13.53 26.02 34.93 Approach LOS B B C C d_I, Intersection Delay [s /veh] 20.98 Intersection LOS C Intersection V/C 0.520 Sequence �© 000000000000000 �0 00000000000000, �0 00000000000000. i�asseeseessseeeva Fehr & Peers Vistro File: \... \SM PM Dec11 F +P.vistro Generated with IMIMMM 2/12/2015 PM Future + Project Intersection Level Of Service Report #97: SEVENTEENTH STREET /COLORADO AVENUE Control Type: Signalized Delay (sec I van): - 19.1 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity (v /c): 0.502 Intersection Setup Name Colorado Ave Colorado Ave 17th St 17th St Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 11 r 4i i 1 01 F 70 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ftj 12.00 12.00 12.00 12.00 12.00 1 12.00 12.00 12.00 12.00 12.00 12.00 1 12.00 No. of Lanes in Pocket 0 u 0 0 0 0 0 0 0 0 n 0 Pocket Length (it] loo no l0000 mnoo loo .o0 100.00 100.00 100.00 100.00 100,00 Mo00 100.00 100.00 Speed [mph] 30.00 30.00 35.00 35.00 Grade 19/6] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Colorado Ave Colorado Ave 17th St 17th St Base Volume Input [veh /h] 30 300 140 160 350 140 70 310 70 60 430 40 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%j 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh/hj 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips (veh /hj 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /hj 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h) 0 0 0 0 0 0 0 0 0 0 0 0 Right -Turn on Red Volume [vehlh] o 0 0 0 0 0 n 0 u 0 0 0 Total Hourly Volume [veh/h] 30 300 140 160 350 140 70 310 70 60 430 40 Peak Hour Factor 0.8918 0.8918 0.8918 0.8889 0.8889 0.8889 0.8495 0.8495 0.8495 0.8674 0.8674 0.8674 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [veh /h] 8 84 39 45 98 39 21 91 21 17 124 12 Total Analysis Volume [vehm] 34 336 157 180 394 157 82 365 j 82 69 496 46 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [m] 0 o 0 o n n o 0 0 0 0 0 Local Bus Stopping Rate [In] o a 0 n a 1 0 0 0 0 n o 0 Pedestrian Volume [ped /hj 75 100 15 125 Bicycle Volume [bicycles /h) 50 35 15 50 Fehr & Peers Vistro File: \ ... 1SM PM Dec11 F +P.vistro Generated with Wn REM 2/12/2015 PM Future + Project Version 3.00 -04 Intersection Settings Located in CBD no Signal Coordination Group - Cycle Length [s] 80 Coordination Type Time of Day Pattern Coordinated Actuation Type Fully actuated Offset [s] 15.0 Offset Reference LeadGreen Permissive Mode SingleBand Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group 0 2 n 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - Minimum Green [s] 0 6 0 a 6 0 0 4 0 0 4 0 Maximum Green [s] n 17 0 0 17 0 n 17 0 0 17 0 Amber [s] 0 0 3.5 0.0 0 0 3.5 0.0 n o 3.5 0.0 0.0 3.5 0.0 All red [s] 0.0 1.0 010 0.0 1.0 00 0.0 1.0 0.0 0.0 1.0 0.0 Split [s] 0 44 0 0 44 0 0 36 0 0 36 0 Vehicle Extension [s] 00 2.0 0.0 O.fi 2.0 00 0.0 2.0 0.0 00 2.0 0 0 Walk [s] 0 5 0 0 5 0 0 5 0 0 5 0 Pedestrian Clearance [s] 0 12 0 0 12 o 0 12 0 0 - 12 0 11, Start-Up Lost Time [s] 00 2.0 0.0 0.0 2.0 0.0 00 2.0 0 0 o.0 2.0 00 12, Clearance Lost Time [s] 0.0 2.5 0.0 0.0 2.5 00 o.0 2.5 Oo 00 2.5 20 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no yes yes Detector Location [ft] 0.0 r1.0 n o 0.0 O 0 00 0.0 0.o 00 0.0 OA 0.0 Detector Length [ft] 00 o.n o.o 0 0 0.0 0.0 0.0 o n 0.0 0.0 0.0 0a I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro Fife: %..ASM PM Dec11 F +P,vistro Generated with 2112/2015 PM Future + Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M, Delay for Movement[s /veh] 18.12 13.40 11.91 21.48 14.19 12.09 36.04 20.71 20.71 30,75 24.22 1 24.22 Movement LOS 8 B B C 8 I B D C C C C C d A, Approach Delay [s /veh] 13.26 15.53 23.09 24.95 Approach LOS B B C C d_I, Intersection Delay [s /veh] 19.10 Intersection LOS B Intersection V/C 0.502 iequence �® Q0�000000000000 i�ooeevaeeeeeeseee i�a�eseeeseeeeesse i�aseseaeseseeeese Fehr & Peers Vistro File: \... \SM PM Dec11 F +P.vistro Generated with WINFAM 2112/2015 PM Future + Project Version 3.00 -04 Intersection Level Of Service Report #98: SEVENTEENTH STREET /OLYMPIC BOULEVARD Control Type: Signalized Analysis Method: HCM2010 Analysis Period: 15 minutes Intersection Setup Delay (sec / veh): 28.7 Level Of Service: C Volume to Capacity (v /c): 0.583 Name Olympic Blvd Olympic Blvd 17th St 17th St Approach Northeastbound Southwestbound Northwastbound Soulheasstbound Lane Configuration 41 11 f #1 1 r 11 r +1 pw Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 1200 . 12.00 12.00 12.00 12.00 12,00 12.00 12,00 12.00 12.00 No, of Lanes in Pocket 0 0 0 0 U 0 0 0 0 0 0 0 Pocket Length [ft] 100.00 10000 100.00 100.110 t 00.00 10200 I M) 00 1 100.00 1 100.00 100.00 100.00 10000 Speed [mph] 0.00 25.00 35.00 35.00 Grade [ %] 0.00 0.00 0.00 0.00 Crosswalk yes yes yes yes Volumes Name Olympic Blvd Olympic Blvd 17th St 17th St Base Volume Input [veh /h] 50 470 30 170 780 130 20 190 110 160 350 190 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage 1%] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In- Process Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Site - Generated Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehih] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh /h] 0 0 0 0 0 0 0 0 0 0 0 0 Right -Tum on Red Volume [veh /h] 0 r n n o n n n n n 0 n Total Hourly Volume [veh /h] 50 470 30 170 780 130 20 190 110 160 350 190 Peak Hour Factor 0.8802 0.8802 0.8802 0.9241 0.9241 0.9241 0.7665 0.7665 0.7665 0.9034 0.9034 0.9034 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15- Minute Volume [vehih] 14 133 9 46 211 35 7 62 36 . 44 97 53 Total Analysis Volume [vehm] 57 534 34 184 844 141 26 248 144 177 387 210 Presence of On- Street Parking no no no no no no no no On- Street Parking Maneuver Rate [Po] u n o a o n a a n u n n Local Bus Stopping Rate [Ih] u n 0 o u 0 n 0 u o 0 Pedestrian Volume [ped /h] 100 - 75 50 35 Bicycle Volume [bicycles/hl 75 30 20 20 Fehr & Peers Vislro File: \ ... \SM PM Dec11 F+P.vistro Generated with Intersection Settings PIMP'll U PM Future + Project Located in CBD no Signal Coordination Group Permiss Cycle Length [s] Oo Coordination Type Free Running Actuation Type I'(Illy ectuated Offset [s] 0.0 Offset Reference Lar.<iGreen Permissive Mode SingleRaud Lost time [s] 0.00 Phasing & Timing Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Signal Group o 2 0 0 6 0 0 8 0 0 4 0 Auxiliary Signal Groups Lead / Lag - - - - - - - Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0 Amber [S] 0.0 4.0 0.0 0 0 4.0 0.0 0.0 3.6 OA 0.0 3.6 (1.0 All red [s] 0.0 1.0 0.0 0 0 1.0 0.0 0.0 1.0 0.G 0.0 1.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Extension [s] 0.0 2.0 0.0 0.0 2.0 40 oD 2.0 0.0 0.0 2.0 0.0 Walk [s] 0 7 0 0 7 0 0 7 n n 7 0 Pedestrian Clearance [s] 0 17 0 0 14 0 0 23 o n 23 0 11, Start-Up Lost Time [s] 0 2.0 0.0 00 2.0 0.0 () 0 2.0 0.0 0.0. 2.0 0.0 12, Clearance Lost Time [s] 0D 3.0 u.0 0.0 3.0 0.0 () 24 0.o u 0 2.6 u.0 Minimum Recall no no no no Maximum Recall no no no no Pedestrian Recall no no no no Detector Location [it] 0.0 0 o 0.0 a0 0.0 0.0 0.0 0.o n o 0.0 0.0 0.0 Detector Length [ff] 00 0.0 0.0 40 , 0.o 00 0.0 40 0 0 0.o n o 0.0 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fehr & Peers Vistro File: \ ... \SM PM Dec11 F +P.vistro Generated vAth immm 2112/2015 PM Future+ Project Version 3.00 -04 Movement, Approach, & Intersection Results d_M. Delay for Movement [s /veh] 19.01 10.56 9.04 19.34 12.02 10.01 45.77 23.07 22.22 33.71 79.63 79.63 Movement LOS B I 8 I A B I B I B D I C I C C E I E d_A, Approach Delay [s /veh] 11.25 12.93 24.19 6913 Approach LOS B B C E d_I, Intersection Delay [slvehl 28.72 Intersection LOS C Intersection V/C 0.583 Sequence I■:�I' II�� i�v00v000v0000v0', X0000000000000000 �0 000000000000000. I�aeeeeeseeeeeesse Fehr & Peers Vistro File: \ ... 1SM PM Dec11 F +P.vistro