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HomeMy WebLinkAboutEx_12_TIABROTHERTON CADILLAC TRANSPORTATION IMPACT ANALYSIS RENTON, WA Prepared for: Mr. Brad Brotherton Brotherton Cadillac/GMC/Buick 215 SW 12th Street Renton, WA 98055 Updated March 2022 HEATH & ASSOCIATES, INC Transportation and Civil Engineering 03/15/2022 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 March 14, 2022 Alex Morganroth Senior Planner City of Renton 425-430-7219 Subject: Revisions to Brotherton Cadillac Traffic Impact Analysis & Trip Generation Assessment This letter is in response to the City’s review comprehensive review of the development submittal items regarding the TIA for the Cadillac Brotherton project. •Previously a Trip Generation Assessment was prepared for the proposed 4,460 square foot service department addition at 215 SW 12th Street and a separate Traffic Impact Analysis was prepared for the newly proposed auto dealership located at 217 SW 12th Street. Per review comments by the city, even though the project involves the construction of two difference buildings/additions, the project is being review under one application. Therefore, the Traffic Impact Analysis was revised to include both the service department addition and the newly proposed auto dealership. All trip generation estimates, narrative, calculations and Figures have been revised accordingly. Please call if you require anything further. Sincerely, Aaron Van Aken, P.E., PTOE HEATH & ASSOCIATES, INC Transportation and Civil Engineering PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 BROTHERTON CADILLAC TRANSPORTATION IMPACT ANALYSIS TABLE OF CONTENTS 1. Introduction ...................................................................................................................3 2. Project Description ........................................................................................................3 3. Existing Conditions ........................................................................................................7 4. Future Traffic Conditions ............................................................................................. 12 5. Summary & Mitigation ................................................................................................. 18 Appendix ............................................................................................................................. 19 LIST OF TABLES 1. Roadway Network .......................................................................................................7 2. Transportation Improvement Projects ...........................................................................8 3. Existing PM Peak Hour Level of Service .......................................................................9 4. Project Trip Generation ............................................................................................... 12 5. Forecast 2025 PM Peak Hour Level of Service .......................................................... 17 LIST OF FIGURES 1. Vicinity Map & Roadway System ..................................................................................4 2A. Site Plan: 217 SW 12th St .............................................................................................5 2A. Site Plan: 215 SW 12th St .............................................................................................6 3. Existing PM Peak Hour Volumes ................................................................................ 10 4. PM Peak Hour Trip Distribution & Assignment ............................................................ 14 5. Forecast 2025 PM Peak Hour Background Volumes .................................................. 15 6. Forecast 2025 PM Peak Hour Volumes With Project .................................................. 16 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 2 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 BROTHERTON CADILLAC TRANSPORTATION IMPACT ANALYSIS 1. INTRODUCTION The main goals of this study focus on the assessment of existing roadway conditions and forecasts of newly generated project traffic. The first task includes the review of general roadway information on the adjacent streets serving the subject site and gathering existing vehicular volumes within a defined study area. Forecasts of future traffic and dispersion patterns on the street system are then determined using established trip generation and distribution techniques. As a final step, appropriate conclusions and mitigation measures are defined, if needed. 2. PROJECT DESCRIPTION Brotherton Cadillac proposes for the construction of a 16,618 square foot Cadillac dealership located in the city of Renton. An existing Cadillac/GMC/Buick dealership is located just west of the development proposal at 215 SW 12th St #101. Project development entails all Cadillac operations vacating the existing 215 SW 12th St building and occupying the newly proposed dealership. The new dealership subject site comprises a cumulative 1.20-acres within tax parcel #’s: 334040-2780; -2805; -2880; & -2925. Any existing buildings located within the proposed new dealership development footprint, including 4 single-family structures, are to be removed prior to new construction. Primary access to the new Cadillac dealership is proposed via one driveway extending south from SW 12th Street. A restricted access comprising a swing gate is proposed off SW 13th Street. Moreover, a 4,460 square foot addition to the existing auto dealership located at 215 SW 12th Street is proposed. The development proposal entails an expansion of the current service department on-site an the addition is to occur at the southwesterly portion of the building. The existing dealership is located on a cumulative 1.63-acres within tax parcel #’s: 334040-2820; 2850; -2860; -2870; & -2885. Access is to existing dealership is to remain via SW 12th Street and SW 13th Street. Figure 1 on the following page illustrates the vicinity map and adjacent street system, outlining the locations of the newly proposed Cadillac dealership building and the existing building improvement. A conceptual site plan for the newly proposed dealership site is presented in Figure 2A while a conceptual site plan for the 215 SW 12th Street addition is presented in Figure 2B. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 3 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 Figure 1: Vicinity Map Existing Dealership Proposed Dealership 215 SW 12th St Addition PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 4 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 FIGURE 2A HEATH & ASSOCIATES TRAFFIC AND CIVIL ENGINEERING SITE PLAN: 217 SW 12TH ST N BROTHERTON CADILLAC PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 5 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 FIGURE 2B HEATH & ASSOCIATES TRAFFIC AND CIVIL ENGINEERING SITE PLAN: 215 SW 12TH ST N BROTHERTON CADILLAC PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 6 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 3. EXISTING CONDITIONS 3.1 Surrounding Roadways The street network serving the proposed project consists of a variety of roadways. The major roadways and arterials defined in the study area are listed and described below. Table 1: Roadway Network Functional Classification Roadway Speed Limit Lanes Street Parking Sidewalk Bike Facilities Principal Arterial SW Grady Way 35 mph 4-5 No Yes No Minor Arterial Lind Ave SW 30-35 mph 4-5 No Yes No Local SW 12th St 25* mph 2 Yes Some No Maple Ave SW 25* mph 2 Yes Some No *No posted speed limit—25mph assumed. 3.2 Transit Service According to the King County Metro Transit regional bus schedule, Routes 153 and the F Line provide service within walking distance of the proposed 217 SW 12th Street - Brotherton Cadillac development. The nearest stops in relation to the subject site for both routes are located approximately 0.10-miles walking distance northwest at the intersection of Lind Avenue SW & SW Grady Way. Route 153 provides service from the Kent Sounder Station to the Renton Transit Center. Weekday service is provided from 5:37 AM – 8:15 PM with approximately 30-minute headways. No Saturday or Sunday service is provided. The F Line, a bus rapid transit route, provides service from the Burien Transit Center to The Landing (Garden Avenue N & N 10th Street) with stops in Tukwila, Southcenter and Renton. Weekday service is provided from 5:59 AM – 12:47 AM with approximately 10- minute headways during peak travel times. Saturday service is provided from 9:15 AM – 6:27 PM with approximately 15-minute headways during peak travel times. Sunday service is provided from 6:00 AM – 12:42 PM with approximately 15-minute headways during peak travel times. For further details and information, refer to the King County Metro Transit schedule. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 7 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 3.3 Roadway Improvements The current City of Renton Six-Year (2022-2027) Transportation Improvement Program was reviewed in order to determine if any projects are planned in the vicinity of the Brotherton Cadillac development. Table 2 provides project descriptions of proposed improvements in the subject site vicinity. Table 2: Transportation Improvement Projects Name Location Improvement Cost Oakesdale Ave SW Preservation Project (P.N.: 2.2) SW 34th St to SW 16th St Resurface the roadway, update channelization, adjust/upgrade ramps to ADA standards and more $2,300,000 S 7th Street Corridor Improvements (P.N.: 27) Oakesdale Ave SW to Burnett Ave S Install a multi‐use path, intersection improvements, and non-motorist infrastructure upgrades $3,270,000 Grady Way Overpass at Rainier Ave S (P.N.: 32) Intersection Provide grade separation of one EB and one EB lane of Grady Way S over SR-167, construct an additional RT lane from EB Grady Way S to SB SR-167, and sidewalk/curb improvements $55,200,000 Lind Ave SW Roadway Widening (P.N.: 36) SW 16th St to SW 34th St Widen to 5 lanes with curb, gutter, sidewalk, street lighting and channelization $1,500,000 Renton BRT Improvements (P.N.: 47) S Renton Village Pl ext. to S Grady Way New transit access road improvements from I- 405 exit 3 (Talbot Rd) to S Renton TC $1,300,000 S Grady Way Multi- Modal Improvements (P.N.: 49) Rainier Ave S to Talbot Rd S Remove the islands at S Grady Way’s intersections with Lake Ave S and Shattuck Ave S to allow for a continuous EB lane; signal mods $6,430,000 Lake to Sound (L2S) Trail (P.N.: 52) Black River Riparian Forest to Cedar River The 17‐mile L2S Trail will provide an E-W connection between Renton and Des Moines N/A PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 8 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 3.4 Non-Motorist Infrastructure Presently, sidewalk is available along the north side of SW 12th Street and discontinuous segments are provided along the south side of the road. Moreover, sidewalk is available along both sides of Lind Avenue SW and SW Grady Way. Continuous sidewalk infrastructure is provided between the proposed subject site and public transit opportunities as well as commercial opportunities to the north along SW Grady Way. Sidewalk is to be constructed on SW 12th Street along the project frontage as part of site development, improving pedestrian accessibility in the area. 3.5 Peak Hour Volumes Field data for this study was collected in January of 2022. Traffic counts were administered at the listed intersections below, which would receive the bulk of the anticipated vehicular demands. • Lind Ave SW & SW 12th St • Maple Ave SW & SW 12th St • Maple Ave SW & SW Grady Way Data was obtained during the evening peak period between the hours of 3:00 PM – 6:00 PM, which generally translates to highest overall roadway volumes in a given 24-hour period. The one hour reflecting highest overall roadway volumes (peak hour) was then derived from these counts. Figure 3 illustrates existing PM peak hour volumes at the study intersections. Full count sheets have been attached in the appendix. 3.6 Sight Distance at Access Driveway Access to the proposed 215 12th Street addition is to remain. Primary access to the newly proposed 217 SW 12th Street site is proposed via one new driveway extending south from SW 12th Street. One additional driveway is proposed to extend north from SW 13th Street, but is to be restricted with a swing gate. Assessments of the primary proposed SW 12th Street access were made to determine whether or not adequate entering sight distance (ESD) can be provided for project traffic. Based on the assumed 25-mph posted speed limit on SW 12th Street, 280 feet would be required. Based on preliminary measurements, sight lines are clear westerly to the roadway’s intersection with Maple Avenue SW and easterly in excess of 350 feet. No sight distance deficiencies are identified based on the development proposal. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 9 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 10 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 3.7 Level of Service Existing intersection delays were determined through the use of the Highway Capacity Manual 6th Edition. Capacity analysis is used to determine level of service (LOS) which is an established measure of congestion for transportation facilities. The range1 for intersection level of service is LOS A to LOS F with the former indicating the best operating conditions with low control delays and the latter indicating the worst conditions with heavy control delays. Detailed descriptions of intersection LOS are given in the 2016 Highway Capacity Manual. Level of service calculations were made through the use of the Synchro 11 analysis program. For side-street stop-controlled intersections, LOS is determined by the approach with the highest delay. For all-way stop-controlled intersections, LOS is determined by the intersection’s overall weighted average delay for each approaching leg. Table 3 presents existing PM peak hour LOS delays for the key intersection of study. Table 3: Existing PM Peak Hour Level of Service Delays given in seconds per vehicle Intersection Control Movement LOS Delay Lind Ave SW & SW 12th St TWSC WB B 12.1 Maple Ave SW & SW 12th St AWSC Overall A 7.2 Maple Ave SW & SW Grady Way TWSC NB D 30.1 TWSC: Two-Way Stop-Controlled; AWSC: All-Way Stop-Controlled According to the Transportation Element of the City of Renton Comprehensive Plan, operational standards are LOS E for intersections along SW Grady Way and LOS D for the two remaining study intersections on SW 12th Street. Existing PM peak hour conditions at Lind Avenue SW & SW 12th Street and Maple Avenue SW & SW 12th Street are shown to operate with minimal delays at LOS B or better indicating stable operations during the critical PM peak hour of travel. The study intersection of Maple Avenue SW & SW Grady Way is shown to operate with LOS D conditions during the critical PM peak hour. City LOS Standards are met under existing conditions at all study intersections. 1 Signalized Intersections - Level of Service Stop Controlled Intersections – Level of Service Control Delay per Control Delay per Level of Service Vehicle (sec) Level of Service Vehicle (sec) A 10 A 10 B 10 and 20 B 10 and 15 C 20 and 35 C 15 and 25 D 35 and 55 D 25 and 35 E 55 and 80 E 35 and 50 F 80 F 50 Highway Capacity Manual, 6th Edition PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 11 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 4. FUTURE TRAFFIC CONDITIONS 4.1 Trip Generation Trip generation is defined as the number of vehicle movements that enter or exit a site during a designated time period such as a specific peak hour or an entire day. Data presented in this analysis was derived from the Institute of Transportation Engineer’s (ITE) publication Trip Generation, 11th Edition. The existing land use for the four existing single- family structures located within the 217 SW 12th Street site is defined as Single-Family Detached Housing – LUC 210. Both the addition at 215 SW 12th Street and the newly proposed 217 SW 12th Street dealership are to be defined as Auto Sales (New) – LUC 840. ITE average rates were used to determine trip ends with dwelling units and square footage used as the input variable. Table 4 below summarizes anticipated vehicular movements for the average weekday daily trips (AWDT), AM peak hour and PM peak hour. ITE trip generation sheets have been attached to the appendix for reference. Table 4: Project Trip Generation Land Use Location Size AWDT AM Peak-Hour Trips PM Peak-Hour Trips In Out Total In Out Total Existing: LUC 210 - Single-Fam. Det. Housing 217 SW 12th St 4 dwelling units -38 -1 -2 -3 -2 -2 -4 Proposed: LUC 840 - Auto Sales (New) 217 SW 12th St 16,618 sq. ft. 463 23 8 31 16 24 40 Proposed: LUC 840 - Auto Sales (New) 215 SW 12th St 4,460 sq. ft. 124 6 2 8 4 7 11 Net New Trips 549 28 8 36 18 29 47 Based on the data presented in Table 4, the project is anticipated to generate 549 net new average weekday trips with 36 net new trips (28 in/8 out) occurring during the AM peak hour and 47 net new trips (18 in/29 out) occurring during the PM peak hour. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 12 Exhibit 12 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 4.2 Distribution & Assignment Trip distribution describes the process by which project generated trips are dispersed on the roadway network surrounding the site. PM Peak hour trip distribution and assignment is provided in Figure 4 on the following page. All 217 SW 12th Street project-generated traffic was assigned to the proposed project access on SW 12th Street. All 215 SW 12th Street project-generated traffic was assigned to the primary access intersection of SW 12th Street & Maple Avenue SW. To present a conservative analysis, total project- generated trips, not net new, was utilized for trip distribution. Lastly, the majority of outbound project-generated traffic traveling to the west would likely utilize SW 12th Street and subsequently Lind Avenue SW to SW Grady Way for access to the signalized intersection. However, a small portion of outbound westbound traffic was assigned to the intersection of Maple Avenue SW & SW Grady Way. 4.3 Peak Hour Volumes The anticipated build-out of the proposed development is 2024-2025. Therefore, a three- year horizon of 2025 was used for future analysis. Future 2025 traffic volumes without the project were derived by applying a 2.5 percent2 annual growth rate to existing traffic volumes shown in Figure 3. Figures 5 and 6 illustrate forecast 2025 PM peak hour volumes without and with Brotherton Cadillac project-generated traffic. 2 City of Renton – Comprehensive Plan; Growth Targets PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 13 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 14 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 15 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 16 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 4.4 Level of Service Level of service analyses were made of the PM peak hour conditions at the study intersections under the three-year horizon. Delays for the key intersections and proposed project access without and with 217 SW 12th Street – Brotherton Cadillac site-generated traffic are summarized in Table 5 below. Table 5: Forecast 2025 PM Peak Hour Level of Service Delays given in seconds per vehicle 2025 Without 2025 With Intersection Control Movement LOS Delay LOS Delay Lind Ave SW & SW 12th St TWSC WB B 12.5 B 12.7 Maple Ave SW & SW 12th St AWSC Overall A 7.2 A 7.4 Maple Ave SW & SW Grady Way TWSC NB E 36.3 E 45.6 Access & SW 12th St TWSC - - A 9.0 The proposed access and outlying study intersections are shown to continue to meet City LOS standards based on forecast 2025 PM peak hour analysis. The proposed access and study intersections on SW 12th Street are shown to operate with LOS B or better conditions. The study intersection of Maple Avenue SW & SW Grady Way is shown to operate with acceptable LOS E conditions both without and with project-generated traffic. Low vehicular volumes on SW 12th Street indicate that no left-turn lane is warranted at the project access. No operational deficiencies are identified at the study and access intersections as a result of the proposed development. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 17 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 5. SUMMARY & MITIGATION The Brotherton Cadillac project proposes to construct a new 16,618 square foot Cadillac dealership at 217 SW 12th Street and a 4,460 square foot addition to an existing dealership located at 215 SW 12th Street in the city of Renton. The subject site is bordered to the north by SW 12th Street Avenue SE and to the east by Maple Avenue SW. The existing dealership on-site is to remain and access is to continue as currently configured. Access to the newly proposed dealership is to be provided via one driveway extending south from SW 12th Street. Existing level of service (LOS) analysis indicated acceptable delays of LOS E at Maple Avenue SW & SW Grady Way and LOS B or better at the remaining outlying study intersections. According to ITE data, site development would generate an estimated 549 total net new daily trips with 36 net new trips occurring during the AM peak hour (28 inbound / 8 outbound) and 47 net new trips during the PM peak hour (18 inbound / 29 outbound). Forecast analysis was performed using a three-year horizon, which included a background growth rate and pipeline volumes. Forecast 2025 PM peak hour delays at the study intersections and access are shown to continue to meet City LOS standards. LOS E conditions were identified at Maple Ave SW & SW Grady Way and LOS B or better conditions were identified at the remaining outlying study intersections and SW 12th Street access. A left-turn lane is not warranted at the newly proposed SW 12th Street access serving the 217 SW 12th Street site. Overall, no significant impact to the surrounding roadway system is identified with the development proposal. Proposed mitigation for the project is as follows: 1. Pay traffic impact fees as required by the city of Renton. Credit may be received for the removal of existing on-site structures. Final fees will be calculated and assessed by the City at the time of building permit issuance. PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 18 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 BROTHERTON CADILLAC TRANSPORTATION IMPACT ANALYSIS APPENDIX PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 19 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811c Site Code : 00004811 Start Date : 1/11/2022 Page No : 1 Groups Printed- Passenger + - Heavy Lind Ave SW Southbound SW 12th St Westbound Lind Ave SW Northbound SW 12th St Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 03:00 PM 3 64 4 71 12 1 1 14 1 136 2 139 2 0 2 4 228 03:15 PM 1 63 5 69 3 0 6 9 3 100 0 103 0 0 3 3 184 03:30 PM 1 69 1 71 7 0 6 13 8 114 0 122 1 0 2 3 209 03:45 PM 2 80 4 86 4 0 1 5 1 105 3 109 2 0 3 5 205 Total 7 276 14 297 26 1 14 41 13 455 5 473 5 0 10 15 826 04:00 PM 6 66 5 77 11 1 4 16 5 133 0 138 3 0 1 4 235 04:15 PM 1 65 7 73 11 0 6 17 0 117 0 117 1 0 0 1 208 04:30 PM 3 63 3 69 8 0 2 10 1 149 1 151 2 1 2 5 235 04:45 PM 1 81 4 86 3 0 1 4 0 128 2 130 0 0 2 2 222 Total 11 275 19 305 33 1 13 47 6 527 3 536 6 1 5 12 900 05:00 PM 1 68 2 71 7 0 2 9 1 134 1 136 1 0 1 2 218 05:15 PM 2 73 4 79 9 0 3 12 3 123 1 127 2 0 4 6 224 05:30 PM 0 50 6 56 11 0 5 16 0 135 1 136 2 0 1 3 211 05:45 PM 1 60 2 63 3 0 1 4 0 104 2 106 1 0 2 3 176 Total 4 251 14 269 30 0 11 41 4 496 5 505 6 0 8 14 829 Grand Total 22 802 47 871 89 2 38 129 23 1478 13 1514 17 1 23 41 2555 Apprch %2.5 92.1 5.4 69 1.6 29.5 1.5 97.6 0.9 41.5 2.4 56.1 Total %0.9 31.4 1.8 34.1 3.5 0.1 1.5 5 0.9 57.8 0.5 59.3 0.7 0 0.9 1.6 Passenger +21 752 46 819 89 1 37 127 22 1435 12 1469 17 1 22 40 2455 % Passenger +95.5 93.8 97.9 94 100 50 97.4 98.4 95.7 97.1 92.3 97 100 100 95.7 97.6 96.1 Heavy 1 50 1 52 0 1 1 2 1 43 1 45 0 0 1 1 100 % Heavy 4.5 6.2 2.1 6 0 50 2.6 1.6 4.3 2.9 7.7 3 0 0 4.3 2.4 3.9 Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 20 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811c Site Code : 00004811 Start Date : 1/11/2022 Page No : 2 Lind Ave SW Southbound SW 12th St Westbound Lind Ave SW Northbound SW 12th St Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 66 5 77 11 1 4 16 5 133 0 138 3 0 1 4 235 04:15 PM 1 65 7 73 11 0 6 17 0 117 0 117 1 0 0 1 208 04:30 PM 3 63 3 69 8 0 2 10 1 149 1 151 2 1 2 5 235 04:45 PM 1 81 4 86 3 0 1 4 0 128 2 130 0 0 2 2 222 Total Volume 11 275 19 305 33 1 13 47 6 527 3 536 6 1 5 12 900 % App. Total 3.6 90.2 6.2 70.2 2.1 27.7 1.1 98.3 0.6 50 8.3 41.7 PHF .458 .849 .679 .887 .750 .250 .542 .691 .300 .884 .375 .887 .500 .250 .625 .600 .957 Passenger +10 258 18 286 33 0 12 45 6 513 3 522 6 1 5 12 865 % Passenger +90.9 93.8 94.7 93.8 100 0 92.3 95.7 100 97.3 100 97.4 100 100 100 100 96.1 Heavy 1 17 1 19 0 1 1 2 0 14 0 14 0 0 0 0 35 % Heavy 9.1 6.2 5.3 6.2 0 100 7.7 4.3 0 2.7 0 2.6 0 0 0 0 3.9 Lind Ave SW SW 12th St SW 12th St Lind Ave SW Right 10 1 11 Thru 258 17 275 Left 18 1 19 InOut Total 551 286 837 14 19 33 565 870 305 Right33 0 33 Thru0 1 1 Left12 1 13 OutTotalIn25 45 70 1 2 3 26 73 47 Left 3 0 3 Thru 513 14 527 Right 6 0 6 Out TotalIn 276 522 798 18 14 32 294 830 536 Left5 0 5 Thru1 0 1 Right6 0 6 TotalOutIn13 12 25 2 0 2 15 27 12 Peak Hour Begins at 04:00 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 21 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811a Site Code : 00004811 Start Date : 1/11/2022 Page No : 1 Groups Printed- Passenger + - Heavy Maple Ave SW Southbound SW 12th St Westbound Maple Ave SW Northbound SW 12th St Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 03:00 PM 4 1 2 7 4 5 1 10 1 4 3 8 1 1 0 2 27 03:15 PM 1 1 6 8 3 4 0 7 0 3 1 4 2 3 2 7 26 03:30 PM 1 0 4 5 3 5 0 8 3 6 5 14 3 2 4 9 36 03:45 PM 1 3 1 5 2 0 1 3 0 2 0 2 0 3 1 4 14 Total 7 5 13 25 12 14 2 28 4 15 9 28 6 9 7 22 103 04:00 PM 0 1 1 2 1 3 0 4 2 6 6 14 1 6 0 7 27 04:15 PM 3 2 2 7 2 4 0 6 1 0 3 4 0 1 2 3 20 04:30 PM 2 0 1 3 0 0 0 0 1 4 1 6 1 1 0 2 11 04:45 PM 1 0 3 4 2 0 1 3 1 5 2 8 0 1 4 5 20 Total 6 3 7 16 5 7 1 13 5 15 12 32 2 9 6 17 78 05:00 PM 0 2 5 7 1 5 0 6 0 3 0 3 1 2 0 3 19 05:15 PM 0 1 3 4 4 10 1 15 1 2 1 4 2 4 0 6 29 05:30 PM 1 0 2 3 2 3 0 5 0 4 3 7 0 3 1 4 19 05:45 PM 1 1 1 3 0 0 1 1 0 1 4 5 0 0 1 1 10 Total 2 4 11 17 7 18 2 27 1 10 8 19 3 9 2 14 77 Grand Total 15 12 31 58 24 39 5 68 10 40 29 79 11 27 15 53 258 Apprch %25.9 20.7 53.4 35.3 57.4 7.4 12.7 50.6 36.7 20.8 50.9 28.3 Total %5.8 4.7 12 22.5 9.3 15.1 1.9 26.4 3.9 15.5 11.2 30.6 4.3 10.5 5.8 20.5 Passenger +14 12 31 57 24 39 5 68 10 40 29 79 11 27 15 53 257 % Passenger +93.3 100 100 98.3 100 100 100 100 100 100 100 100 100 100 100 100 99.6 Heavy 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % Heavy 6.7 0 0 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0.4 Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 22 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811a Site Code : 00004811 Start Date : 1/11/2022 Page No : 2 Maple Ave SW Southbound SW 12th St Westbound Maple Ave SW Northbound SW 12th St Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 4 1 2 7 4 5 1 10 1 4 3 8 1 1 0 2 27 03:15 PM 1 1 6 8 3 4 0 7 0 3 1 4 2 3 2 7 26 03:30 PM 1 0 4 5 3 5 0 8 3 6 5 14 3 2 4 9 36 03:45 PM 1 3 1 5 2 0 1 3 0 2 0 2 0 3 1 4 14 Total Volume 7 5 13 25 12 14 2 28 4 15 9 28 6 9 7 22 103 % App. Total 28 20 52 42.9 50 7.1 14.3 53.6 32.1 27.3 40.9 31.8 PHF .438 .417 .542 .781 .750 .700 .500 .700 .333 .625 .450 .500 .500 .750 .438 .611 .715 Passenger +6 5 13 24 12 14 2 28 4 15 9 28 6 9 7 22 102 % Passenger +85.7 100 100 96.0 100 100 100 100 100 100 100 100 100 100 100 100 99.0 Heavy 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % Heavy 14.3 0 0 4.0 0 0 0 0 0 0 0 0 0 0 0 0 1.0 Maple Ave SW SW 12th St SW 12th St Maple Ave SW Right 6 1 7 Thru 5 0 5 Left 13 0 13 InOut Total 34 24 58 0 1 1 34 59 25 Right12 0 12 Thru14 0 14 Left2 0 2 OutTotalIn26 28 54 0 0 0 26 54 28 Left 9 0 9 Thru 15 0 15 Right 4 0 4 Out TotalIn 13 28 41 0 0 0 13 41 28 Left7 0 7 Thru9 0 9 Right6 0 6 TotalOutIn29 22 51 1 0 1 30 52 22 Peak Hour Begins at 03:00 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 23 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811b Site Code : 00004811 Start Date : 1/19/2022 Page No : 1 Groups Printed- Passenger + - Heavy Driveway Southbound SW Grady Way Westbound Maple Ave SW Northbound SW Grady Way Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 03:00 PM 19 1 2 22 15 139 6 160 4 1 0 5 2 295 33 330 517 03:15 PM 16 0 5 21 32 171 7 210 4 0 0 4 2 254 30 286 521 03:30 PM 13 0 3 16 24 161 7 192 12 0 0 12 1 224 31 256 476 03:45 PM 14 0 2 16 22 144 6 172 4 0 0 4 1 263 35 299 491 Total 62 1 12 75 93 615 26 734 24 1 0 25 6 1036 129 1171 2005 04:00 PM 15 0 1 16 25 153 1 179 7 0 0 7 1 294 18 313 515 04:15 PM 17 0 2 19 27 162 3 192 6 0 0 6 2 281 18 301 518 04:30 PM 11 0 5 16 17 166 5 188 6 2 1 9 0 321 19 340 553 04:45 PM 18 0 3 21 24 151 5 180 15 0 1 16 1 335 19 355 572 Total 61 0 11 72 93 632 14 739 34 2 2 38 4 1231 74 1309 2158 05:00 PM 18 1 2 21 20 152 6 178 5 0 0 5 3 348 21 372 576 05:15 PM 12 0 4 16 42 146 0 188 6 0 0 6 3 309 35 347 557 05:30 PM 11 0 6 17 29 131 2 162 10 0 0 10 1 294 27 322 511 05:45 PM 15 0 3 18 21 111 5 137 5 0 0 5 0 250 26 276 436 Total 56 1 15 72 112 540 13 665 26 0 0 26 7 1201 109 1317 2080 Grand Total 179 2 38 219 298 1787 53 2138 84 3 2 89 17 3468 312 3797 6243 Apprch %81.7 0.9 17.4 13.9 83.6 2.5 94.4 3.4 2.2 0.4 91.3 8.2 Total %2.9 0 0.6 3.5 4.8 28.6 0.8 34.2 1.3 0 0 1.4 0.3 55.6 5 60.8 Passenger +177 2 37 216 204 1786 51 2041 82 3 1 86 17 3467 249 3733 6076 % Passenger +98.9 100 97.4 98.6 68.5 99.9 96.2 95.5 97.6 100 50 96.6 100 100 79.8 98.3 97.3 Heavy 2 0 1 3 94 1 2 97 2 0 1 3 0 1 63 64 167 % Heavy 1.1 0 2.6 1.4 31.5 0.1 3.8 4.5 2.4 0 50 3.4 0 0 20.2 1.7 2.7 Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 24 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 File Name : 4811b Site Code : 00004811 Start Date : 1/19/2022 Page No : 2 Driveway Southbound SW Grady Way Westbound Maple Ave SW Northbound SW Grady Way Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 11 0 5 16 17 166 5 188 6 2 1 9 0 321 19 340 553 04:45 PM 18 0 3 21 24 151 5 180 15 0 1 16 1 335 19 355 572 05:00 PM 18 1 2 21 20 152 6 178 5 0 0 5 3 348 21 372 576 05:15 PM 12 0 4 16 42 146 0 188 6 0 0 6 3 309 35 347 557 Total Volume 59 1 14 74 103 615 16 734 32 2 2 36 7 1313 94 1414 2258 % App. Total 79.7 1.4 18.9 14 83.8 2.2 88.9 5.6 5.6 0.5 92.9 6.6 PHF .819 .250 .700 .881 .613 .926 .667 .976 .533 .250 .500 .563 .583 .943 .671 .950 .980 Passenger +58 1 14 73 87 615 16 718 32 2 1 35 7 1313 79 1399 2225 % Passenger +98.3 100 100 98.6 84.5 100 100 97.8 100 100 50.0 97.2 100 100 84.0 98.9 98.5 Heavy 1 0 0 1 16 0 0 16 0 0 1 1 0 0 15 15 33 % Heavy 1.7 0 0 1.4 15.5 0 0 2.2 0 0 50.0 2.8 0 0 16.0 1.1 1.5 Driveway SW Grady Way SW Grady Way Maple Ave SW Right 58 1 59 Thru 1 0 1 Left 14 0 14 InOut Total 168 73 241 31 1 32 199 273 74 Right87 16 103 Thru615 0 615 Left16 0 16 OutTotalIn1359 718 2077 0 16 16 1359 2093 734 Left 1 1 2 Thru 2 0 2 Right 32 0 32 Out TotalIn 24 35 59 0 1 1 24 60 36 Left79 15 94 Thru1313 0 1313 Right7 0 7 TotalOutIn674 1399 2073 2 15 17 676 2090 1414 Peak Hour Begins at 04:30 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 25 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 10/4/21, 2:23 PM https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=AWDVTE&x=&edition=639&locationCode=Gener… https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=AWDVTE&x=&edition=639&locationCode=General Urban/Suburban&…1/1 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:174 Avg. Num. of Dwelling Units:246 Directional Distribution:50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.43 4.45 - 22.61 2.13 Data Plot and Equation T = Trip EndsX = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.92 Ln(X) + 2.68 R²= 0.95 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 5,000 10,000 15,000 20,000 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 26 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 10/4/21, 2:23 PM https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=TASIDE&x=&edition=639&locationCode=General… https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=TASIDE&x=&edition=639&locationCode=General Urban/Suburban&c…1/1 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:192 Avg. Num. of Dwelling Units:226 Directional Distribution:26% entering, 74% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.70 0.27 - 2.27 0.24 Data Plot and Equation T = Trip EndsX = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.12 R²= 0.90 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 27 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 10/4/21, 2:24 PM https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=TPSIDE&x=&edition=639&locationCode=General… https://itetripgen.org/PrintGraph.htm?code=210&ivlabel=UNITS210&timeperiod=TPSIDE&x=&edition=639&locationCode=General Urban/Suburban&c…1/1 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:208 Avg. Num. of Dwelling Units:248 Directional Distribution:63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.94 0.35 - 2.98 0.31 Data Plot and Equation T = Trip EndsX = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.27 R²= 0.92 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 2,500 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 28 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=639&locationCode=General… https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=639&locationCode=General Urban/Suburban&co…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:18 Avg. 1000 Sq. Ft. GFA:36 Directional Distribution:50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 27.84 14.98 - 41.78 7.01 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 28.65(X) - 29.45 R²= 0.80 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 500 1,000 1,500 2,000 2,500 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 29 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=639&locationCode=General … https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=639&locationCode=General Urban/Suburban&cou…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:35 Avg. 1000 Sq. Ft. GFA:30 Directional Distribution:73% entering, 27% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.86 0.59 - 6.17 0.94 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 50 100 150 200 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 30 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 1/27/22, 12:48 PM https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=639&locationCode=General … https://itetripgen.org/PrintGraph.htm?code=840&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=639&locationCode=General Urban/Suburban&cou…1/1 Automobile Sales (New) (840) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:50 Avg. 1000 Sq. Ft. GFA:34 Directional Distribution:40% entering, 60% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.42 0.94 - 5.81 0.98 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 1.81(X) + 20.91 R²= 0.57 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 20 40 60 800 100 200 300 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 31 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Existing PM Peak Hour 1: Lind Ave SW & SW 12th St 01/27/2022 HCM 6th TWSC Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 6 13 1 33 3 527 6 19 275 11 Future Vol, veh/h 5 1 6 13 1 33 3 527 6 19 275 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------75--75-- Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 8 100 1131569 Mvmt Flow 5 1 6 14 1 34 3 549 6 20 286 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 613 893 149 742 895 278 297 0 0 555 0 0 Stage 1 332 332 - 558 558 ------- Stage 2 281 561 - 184 337 ------- Critical Hdwy 7.52 6.52 6.92 7.66 8.5 6.92 4.12 - - 4.2 - - Critical Hdwy Stg 1 6.52 5.52 - 6.66 7.5 ------- Critical Hdwy Stg 2 6.52 5.52 - 6.66 7.5 ------- Follow-up Hdwy 3.51 4.01 3.31 3.58 5 3.31 2.21 - - 2.25 - - Pot Cap-1 Maneuver 379 281 874 293 152 722 1268 - - 991 - - Stage 1 658 646 - 467 324 ------- Stage 2 705 511 - 783 447 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 354 275 874 285 149 722 1268 - - 991 - - Mov Cap-2 Maneuver 459 374 - 380 235 ------- Stage 1 657 633 - 466 323 ------- Stage 2 668 510 - 760 438 ------- Approach EB WB NB SB HCM Control Delay, s 11.3 12.1 0 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1268 - - 587 558 991 - - HCM Lane V/C Ratio 0.002 - - 0.021 0.088 0.02 - - HCM Control Delay (s) 7.8 - - 11.3 12.1 8.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.1 - - PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 32 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th AWSC Existing PM Peak Hour 2: SW 12th St & Maple Ave SW 01/27/2022 HCM 6th AWSC Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7962141291541357 Future Vol, veh/h 7962141291541357 Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, %1111111111114 Mvmt Flow 10 13 8 3 19 17 13 21 6 18 7 10 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 7.2 7 7.3 7.2 HCM LOS AAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, %32% 32% 7% 52% Vol Thru, %54% 41% 50% 20% Vol Right, % 14% 27% 43% 28% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 28 22 28 25 LT Vol 9 7 2 13 Through Vol 15 9 14 5 RT Vol 4 6 12 7 Lane Flow Rate 39 31 39 35 Geometry Grp 1111 Degree of Util (X) 0.044 0.034 0.041 0.039 Departure Headway (Hd)4.043 3.976 3.826 4.004 Convergence, Y/N Yes Yes Yes Yes Cap 884 897 932 892 Service Time 2.075 2.014 1.865 2.037 HCM Lane V/C Ratio 0.044 0.035 0.042 0.039 HCM Control Delay 7.3 7.2 7 7.2 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.1 0.1 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 33 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Existing PM Peak Hour 3: Maple Ave SW & SW Grady Way 01/28/2022 HCM 6th TWSC Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 94 1313 7 16 615 103 2 2 32 14 1 59 Future Vol, veh/h 94 1313 7 16 615 103 2 2 32 14 1 59 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 145 -----100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 16 111116111112 Mvmt Flow 96 1340 7 16 628 105 2 2 33 14 1 60 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 733 0 0 1347 0 0 1883 2301 674 1576 2252 367 Stage 1 ------1536 1536 - 713 713 - Stage 2 ------347765-8631539 - Critical Hdwy 4.42 - - 4.12 - - 7.52 6.52 6.92 7.52 6.52 6.94 Critical Hdwy Stg 1 ------6.52 5.52 - 6.52 5.52 - Critical Hdwy Stg 2 ------6.52 5.52 - 6.52 5.52 - Follow-up Hdwy 2.36 - - 2.21 - - 3.51 4.01 3.31 3.51 4.01 3.32 Pot Cap-1 Maneuver 781 - - 512 - - 44 39 399 75 42 630 Stage 1 ------123178-391436- Stage 2 ------645413-318177- Platoon blocked, % - - - - Mov Cap-1 Maneuver 781 - - 512 - - 34 33 399 58 36 630 Mov Cap-2 Maneuver ------3433-5836- Stage 1 ------108156-343422- Stage 2 ------564400-253155- Approach EB WB NB SB HCM Control Delay, s 0.7 0.3 30.1 27.1 HCM LOS D D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)180 781 - - 512 - - 58 494 HCM Lane V/C Ratio 0.204 0.123 - - 0.032 - - 0.246 0.124 HCM Control Delay (s) 30.1 10.3 - - 12.3 - - 86.3 13.3 HCM Lane LOS D B - - B - - F B HCM 95th %tile Q(veh) 0.7 0.4 - - 0.1 - - 0.8 0.4 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 34 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Forecast 2025 PM Peak Hour Without Project 1: Lind Ave SW & SW 12th St 03/14/2022 HCM 6th TWSC Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 6 14 1 36 3 568 6 20 296 12 Future Vol, veh/h 5 1 6 14 1 36 3 568 6 20 296 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------75--75-- Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 8 100 1131569 Mvmt Flow 5 1 6 15 1 38 3 592 6 21 308 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 660 961 161 798 964 299 321 0 0 598 0 0 Stage 1 357 357 - 601 601 ------- Stage 2 303 604 - 197 363 ------- Critical Hdwy 7.52 6.52 6.92 7.66 8.5 6.92 4.12 - - 4.2 - - Critical Hdwy Stg 1 6.52 5.52 - 6.66 7.5 ------- Critical Hdwy Stg 2 6.52 5.52 - 6.66 7.5 ------- Follow-up Hdwy 3.51 4.01 3.31 3.58 5 3.31 2.21 - - 2.25 - - Pot Cap-1 Maneuver 350 257 859 267 134 700 1243 - - 954 - - Stage 1 636 629 - 439 304 ------- Stage 2 684 489 - 769 430 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 324 251 859 260 131 700 1243 - - 954 - - Mov Cap-2 Maneuver 435 353 - 356 218 ------- Stage 1 635 615 - 438 303 ------- Stage 2 644 488 - 745 421 ------- Approach EB WB NB SB HCM Control Delay, s 11.5 12.5 0 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1243 - - 563 535 954 - - HCM Lane V/C Ratio 0.003 - - 0.022 0.099 0.022 - - HCM Control Delay (s) 7.9 - - 11.5 12.5 8.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.1 - - PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 35 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th AWSC Forecast 2025 PM Peak Hour Without Project 2: SW 12th St & Maple Ave SW 03/14/2022 HCM 6th AWSC Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 10 6 2 15 13 10 16 4 14 5 8 Future Vol, veh/h 8 10 6 2 15 13 10 16 4 14 5 8 Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, %1111111111114 Mvmt Flow 11 14 8 3 21 18 14 22 6 19 7 11 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 7.2 7.1 7.3 7.2 HCM LOS AAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, %33% 33% 7% 52% Vol Thru, %53% 42% 50% 19% Vol Right, % 13% 25% 43% 30% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 30 24 30 27 LT Vol 10 8 2 14 Through Vol 16 10 15 5 RT Vol 4 6 13 8 Lane Flow Rate 42 33 42 38 Geometry Grp 1111 Degree of Util (X) 0.047 0.037 0.044 0.042 Departure Headway (Hd)4.063 4.002 3.832 4.005 Convergence, Y/N Yes Yes Yes Yes Cap 879 890 930 891 Service Time 2.098 2.045 1.875 2.041 HCM Lane V/C Ratio 0.048 0.037 0.045 0.043 HCM Control Delay 7.3 7.2 7.1 7.2 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.1 0.1 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 36 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Forecast 2025 PM Peak Hour Without Project 3: Maple Ave SW & SW Grady Way 03/14/2022 HCM 6th TWSC Synchro 11 Report Page 2 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 1414 8 17 662 111 2 2 34 15 1 64 Future Vol, veh/h 101 1414 8 17 662 111 2 2 34 15 1 64 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 145 -----100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 16 111116111112 Mvmt Flow 103 1443 8 17 676 113 2 2 35 15 1 65 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 789 0 0 1451 0 0 2026 2476 726 1696 2424 395 Stage 1 ------1653 1653 - 767 767 - Stage 2 ------373823-9291657 - Critical Hdwy 4.42 - - 4.12 - - 7.52 6.52 6.92 7.52 6.52 6.94 Critical Hdwy Stg 1 ------6.52 5.52 - 6.52 5.52 - Critical Hdwy Stg 2 ------6.52 5.52 - 6.52 5.52 - Follow-up Hdwy 2.36 - - 2.21 - - 3.51 4.01 3.31 3.51 4.01 3.32 Pot Cap-1 Maneuver 742 - - 468 - - 34 30 369 61 32 604 Stage 1 ------103156-363412- Stage 2 ------623388-290155- Platoon blocked, % - - - - Mov Cap-1 Maneuver 742 - - 468 - - 26 25 369 45 27 604 Mov Cap-2 Maneuver ------2625-4527- Stage 1 ------89134-313397- Stage 2 ------534374-223133- Approach EB WB NB SB HCM Control Delay, s 0.7 0.3 36.3 34.4 HCM LOS E D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)153 742 - - 468 - - 45 455 HCM Lane V/C Ratio 0.253 0.139 - - 0.037 - - 0.34 0.146 HCM Control Delay (s) 36.3 10.6 - - 13 - - 121.7 14.3 HCM Lane LOS E B - - B - - F B HCM 95th %tile Q(veh) 1 0.5 - - 0.1 - - 1.2 0.5 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 37 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Forecast 2025 PM Peak Hour With Project 1: Lind Ave SW & SW 12th St 01/28/2022 HCM 6th TWSC Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 6 19 1 50 3 568 9 20 296 12 Future Vol, veh/h 5 1 6 19 1 50 3 568 9 20 296 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------75--75-- Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 8 100 1131569 Mvmt Flow 5 1 6 20 1 52 3 592 9 21 308 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 660 964 161 800 966 301 321 0 0 601 0 0 Stage 1 357 357 - 603 603 ------- Stage 2 303 607 - 197 363 ------- Critical Hdwy 7.52 6.52 6.92 7.66 8.5 6.92 4.12 - - 4.2 - - Critical Hdwy Stg 1 6.52 5.52 - 6.66 7.5 ------- Critical Hdwy Stg 2 6.52 5.52 - 6.66 7.5 ------- Follow-up Hdwy 3.51 4.01 3.31 3.58 5 3.31 2.21 - - 2.25 - - Pot Cap-1 Maneuver 350 256 859 266 134 698 1243 - - 952 - - Stage 1 636 629 - 438 303 ------- Stage 2 684 487 - 769 430 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 317 250 859 259 131 698 1243 - - 952 - - Mov Cap-2 Maneuver 428 352 - 355 217 ------- Stage 1 635 615 - 437 302 ------- Stage 2 629 486 - 745 421 ------- Approach EB WB NB SB HCM Control Delay, s 11.6 12.7 0 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1243 - - 558 539 952 - - HCM Lane V/C Ratio 0.003 - - 0.022 0.135 0.022 - - HCM Control Delay (s) 7.9 - - 11.6 12.7 8.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0.1 - - PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 38 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th AWSC Forecast 2025 PM Peak Hour With Project 2: SW 12th St & Maple Ave SW 01/28/2022 HCM 6th AWSC Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 12 7 2 29 23 15 18 4 28 8 8 Future Vol, veh/h 8 12 7 2 29 23 15 18 4 28 8 8 Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, %1111111111114 Mvmt Flow 11 17 10 3 40 32 21 25 6 39 11 11 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 7.3 7.3 7.5 7.5 HCM LOS AAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, %41% 30% 4% 64% Vol Thru, %49% 44% 54% 18% Vol Right, % 11% 26% 43% 18% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 37 27 54 44 LT Vol 15 8 2 28 Through Vol 18 12 29 8 RT Vol 4 7 23 8 Lane Flow Rate 51 38 75 61 Geometry Grp 1111 Degree of Util (X) 0.06 0.042 0.081 0.071 Departure Headway (Hd)4.175 4.074 3.892 4.17 Convergence, Y/N Yes Yes Yes Yes Cap 851 869 911 852 Service Time 2.235 2.147 1.96 2.227 HCM Lane V/C Ratio 0.06 0.044 0.082 0.072 HCM Control Delay 7.5 7.3 7.3 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0.2 0.1 0.3 0.2 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 39 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Forecast 2025 PM Peak Hour With Project 3: Maple Ave SW & SW Grady Way 01/28/2022 HCM 6th TWSC Synchro 11 Report Page 2 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 1414 18 24 662 111 4 2 44 15 1 64 Future Vol, veh/h 101 1414 18 24 662 111 4 2 44 15 1 64 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 145 -----100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 16 111116211112 Mvmt Flow 103 1443 18 24 676 113 4 2 45 15 1 65 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 789 0 0 1461 0 0 2045 2495 731 1710 2448 395 Stage 1 ------1658 1658 - 781 781 - Stage 2 ------387837-9291667 - Critical Hdwy 4.42 - - 4.12 - - 7.54 6.52 6.92 7.52 6.52 6.94 Critical Hdwy Stg 1 ------6.54 5.52 - 6.52 5.52 - Critical Hdwy Stg 2 ------6.54 5.52 - 6.52 5.52 - Follow-up Hdwy 2.36 - - 2.21 - - 3.52 4.01 3.31 3.51 4.01 3.32 Pot Cap-1 Maneuver 742 - - 464 - - 33 29 366 59 31 604 Stage 1 ------102155-356406- Stage 2 ------608382-290153- Platoon blocked, % - - - - Mov Cap-1 Maneuver 742 - - 464 - - 25 24 366 42 25 604 Mov Cap-2 Maneuver ------2524-4225- Stage 1 ------88133-307385- Stage 2 ------513362-216132- Approach EB WB NB SB HCM Control Delay, s 0.7 0.4 45.6 36.8 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)138 742 - - 464 - - 42 445 HCM Lane V/C Ratio 0.37 0.139 - - 0.053 - - 0.364 0.149 HCM Control Delay (s) 45.6 10.6 - - 13.2 - - 133.5 14.5 HCM Lane LOS E B - - B - - F B HCM 95th %tile Q(veh) 1.5 0.5 - - 0.2 - - 1.3 0.5 PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 40 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 HCM 6th TWSC Forecast 2025 PM Peak Hour With Project 4: Access & SW 12th St 01/28/2022 HCM 6th TWSC Synchro 11 Report Page 3 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 28 16 0 30 24 0 Future Vol, veh/h 28 16 0 30 24 0 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 30 17 0 33 26 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 47 0 72 39 Stage 1 - - - - 39 - Stage 2 - - - - 33 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1560 - 932 1033 Stage 1 - - - - 983 - Stage 2 - - - - 989 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1560 - 932 1033 Mov Cap-2 Maneuver - - - - 932 - Stage 1 - - - - 983 - Stage 2 - - - - 989 - Approach EB WB NB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)932 - - 1560 - HCM Lane V/C Ratio 0.028 ---- HCM Control Delay (s) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 41 DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08 Exhibit 1310-7a Left-Turn Storage Guidelines: Two-Lane, Unsignalized 40 m p h * * 50 mph * * 60 mph** % Total DHV Turning Left (single turning movement)Total DHV*1,000 900 800 700 600 500 400 300 0 5 10 15 20 25 Below curve, storage not needed for capacity. Above curve, further analysis recommended. KEY: 1 2 1 2 1 2 1 21,100 * DHV is total volume from both directions **Speeds are posted speeds PO Box 397 Puyallup, WA 98371 (253) 770 1401 heathtraffic.com 42 Forecast 2025 PM Peak Hour SW 12th St & Access Total DHV: 74 vph Left Turn %: 16/74 = 21.6% Posted Speed: 25-mph Left Turn Lane: Not Warranted DocuSign Envelope ID: 206613E4-C662-427B-B5B2-D00F0C51DB08