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HomeMy WebLinkAboutRS_Traffic_Impact_Analysis_171201_v1Renton (PRE17 — 000459) TALBOT ROAD ASSISTED/MEMORY CARE TRAFFIC IMPACT ANALYSIS December 1, 2017 JTE. Jake Traffic Engineering, Inc. Mark J. Jacobs, PE (OR and WA), PTOE, President 2614 391h Ave. SW - Seattle, WA 98116 - 2503 Tel. 206.762.1978 - Cell 206.799.5692 E-mail oaketraffic@comcast.net JTE Jake Traffic Engineering, Inc. . Mark J. Jacobs, PE, PTOE President 2614 391h Ave. SW - Seattle, WA 98116 - 2503 Tel. 206.762.1978 - Cell 206.799.5692 E-mail jaketraffic@comcast.net December 1, 2017 RJ DEVELOPMENT Attn: Frank Durocher, Project Manager 401 Central St SE Olympia, WA 98501 Re: Talbot Road Assisted/Memory Care - Renton (PRE17 - 000459) Traffic Impact Analysis Dear Mr. Durocher. am pleased to present this Traffic Impact Analysis for the proposed 142 room/beds Assisted/Memory Care Facility. The site is located at 4500 Talbot Road South in Renton, WA. Access to the site is via a driveway on Talbot Road S. aligned with S. 4511, Place. A Pre -Application Meeting for the project was conducted August 10, 2017. Attached in the appendix are the Transportation comments that included the requirement to conduct a Traffic Impact Analysis. The study scope was determined pursuant my recent Renton project experience and review of the City's TIA Guidelines for new developments. The City peak hour trip threshold is 20 trips. The sit is projected to generate over 20 PM peak hour trips, during the site traffic generation is less than 20, and thus the focus of this report is the PM peak hour. The following intersections are studied in this report: 1. SW 43rd St -SE Carr Rd./Talbot Rd. S. 2. Site Access - S. 45th Pl./Talbot Road South I have reviewed the site and surrounding street system. The general format of this report is to describe the proposed project, identify existing traffic conditions (baseline), project future traffic conditions and identify Agency street/road improvements (future baseline), calculate the traffic that would be generated by the project and then add it to the future baseline traffic volumes_ Operational analyses are used to determine the specific project traffic impact and appropriate traffic mitigation measures to reduce the impact. The summary, conclusions and recommendations are on page 10 of this report. PROJECT INFORMATION Figure 1 is a vicinity map which shows the location of the site and the surrounding street system. Figure 2 shows the preliminary site prepared by SCJ Alliance dated November 2017. The site plan shows the proposed 142 room/beds Assisted/Memory Care Facility, 87 parking stalls �,1: „- ,O �pri.el, 1_nory—a Cevela�Ren,-Rer�n�Ta bcl oaa-4„s[.tlMcm'.ii Pllh �icc RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -2- (including four accessible), one bus parking stall, a loading zone, internal circulation and access to Talbot Road South via the future 4L� leg of the existing intersection at S. 45th Place. Full development and occupancy of the proposed Talbot Road Assisted/Memory Care project is anticipated to occur by 2018/2019, presuming the permits are issued in a timely manner. However, to ensure a conservative analysis 2022 has been used as the horizon year. EXISTING ENVIRONMENT Project Site An aerial image of the project site obtained from King County IMap is depicted below. The project site is currently not developed, however an existing gravel driveway exists at the proposed site access. Street System Figure 3 provides information on the number of travel lanes, speed limits and traffic control on the primary streets in the site vicinity. The primary streets within the study area and their classifications per the City of Renton Arterial Streets per Resolution 4222 August 4, 2014 is depicted below. \yie enc\c\-Plgec[M-\2.70%-7.1—OrmeAssrsted M—m Care. Fl De,Opme- Flm—t T,1 -toad -Ass WdM...yC—TIA d— COLOR MPY ONLY JTE, Inc. RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page 3 -- Traffic Volumes The City of Renton Traffic Flow Mag, 2010 shows 29.100 vehicles per day (ADT) use NE NE 4th St. in the site vicinity; see graphic to the right. Figure 4 shows the existing PM peak hour traffic volumes at the analysis streets and intersections. Traffic Count Consultants, a firm specializing in the collection of traffic data, conducted PM peak period turning movement counts at the study intersection. The count data sheets are attached in the appendix. I also included a TMC conducted in 2014 (Informational) at the S. 43rd. St. - S. Carr Rd. at Talbot Road South on Figure 4. nc\c\-Prptectni,,\2O17.OF1-TaI-OrNe Asv-Memory L— WD—hpmeni-Renton\FalbotRoaEAsaiatealulemnryCare-TlA tloc COLOR COPY ONLY JTE, Inc. RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -4- Alternative Transportation have reviewed the Metro Transit website for bus services in the vicinity of the proposed development. The map below is taken from Metro Transit System Map. Bus route 90 runs along Talbot Rd. S. and S. Carr Rd. and route - serves the S. 43rd. St. - S. Carr Road corridor. These routes can be accessed in the vicinity of the S. 43rd. St. - S. Carr Rd. at Talbot Rd. S. intersection within a 1/4 mile of the site.. Further information on these routes can be obtained from the website. htttp://metro.kinP-county.gov/schedules/. 154 1 TlLU kvva Stn 5 • " r91 r P&R QJ t ?y (r 4 p 'galley er i ca 176th SW41st tenter s ! « (gfic. y, e ica sC ter 7 }� c, Rent 15 952 ` '- -V E 192nd Pedestrian Facilities Pedestrian sidewalks exist on the streets in the site vicinity. Currently along the site's frontage to Talbot Rd. S. no sidewalk exists, this sidewalk would be provided in conjunction with the proposed development. Intersection Operations Traffic engineers have developed criteria for intersection operations called level of service (LOS). The LOS's are A to F with A and B being very good and E and F being more congested. LOS C and D correlate to busy traffic conditions with some restrictions to the ability to choose travel speed, change lanes and the general convenience comfort and safety. �..: .-V,,j,,, G ri 1,1bal bwc A—s dMemo Care PJ D -1- L- Wn\T.1—Raa—s—dMemw—,T1A doc. { MDR COPY ONLY RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -5- The procedures in the Transportation Research Board Highway Capacity Manual, 2010 were used to calculate the level of service at the study intersections. The following table depicts the LOS and corresponding average delay in seconds at signalized and stop control intersections: Intersection Type Signalized Level of Service B C D E F _] <10 Fioand<20 >20 and <35 >35 and <55 >55 and <80 >80 Stop Control <10 >10 and <15 >15 and <25 >25 and <35 >35 and <50 >5Q LOS Criteria The Transportation Element - City of Renton Comprehensive Plan Amended 09.11.2011 identifies the City's Level of Service Policy. The City's policy is based on a travel time standard for the total average trip, see below: The City of Renton LOS standard is used to evaluate Renton citywide transportation plans. The auto, HOV and transit elements of the LOS standard are based on travel times and distance and are the primary indicators for concurrency. The non -motorized and TDM measures serve as credit toward meeting multi- modal goals of Renton and the region. Renton's LOS standard sets a travel time standard for the total average trip rather than single intersections, and it provides a multi -modal LOS standard that conforms with current regional and local poticies requiring encouragement of multi -modal travel. Prior City guidelines used LOS 'D' for intersection operations; that is typical in the area with exceptions for fully built out intersections. For this report LOS'D' is used for measurement purposes. LOS Analysis Software The LOS of the study intersections were calculated using the Synchro software program. Table 1, located at the end of text of the report and prior to graphics, shows the existing LOS operations of the study intersections. The study intersections are operating at LOS `D' and better that meet City criteria. Incident History Incident data was reviewed using the WSDOT accident data portal available online at https://remoteapps.wsdat.wa.govZhi hwaysafeWcollision/data/portal/public/. This portal was used to review incidents in the site vicinity for the years 2014 to 2016. The WSDOT data is attached. The arterial intersection of Talbot Road S. at S. 43rd St. - S. Carr Rd. incurred 15 incidents in the three year time period reviewed, 2014, to 2016. One of the 2016 incidents involved a \\Ife_inc\c\-Pra,eut Foes\7o.] b"11. Ymnnt Drive ac:.uea Mem ery Care - N Dererapmcnt- Renter.\i IIb. W oad--M... ,C.. TA duc GU09 COPY OI fLY �' s RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -6- minor injury, 8 - were possible injury and the other 6 property damage only. The calculated accident rate at this intersection is 0.4 incidents per million entering vehicles. The rate was determined per million entering vehicles using a "k" factor of 10 that is that about 10% of the daily traffic occurs during the PM peak hour. No recorded incidents occurred at the S. 451h PI. at Talbot Rd. S. intersection in the three year time period reviewed. The WSDOT 2015 Washington State Collision Data Summary identifies a collision rate of 2.481 incidents per million vehicle miles in King County. The WSDOT accident rate is per million vehicle miles. The rates I calculated at the intersections are per million entering vehicles. Accident rates of less than 1 per million entering vehicles at intersections typically indicate that the intersection is operating satisfactorily. The study intersections operate satisfactorily with no apparent issue. STREET IMPROVEMENT PROJECTS The City of Renton 6 year Transportation Im rovement Program, 2017 to 2022, Resolution 4293 Adopted September 12, 2016 was reviewed. A portion of TIP Map from the program is depicted below. TIP #11, Carr Road Improvements, is noted in the vicinity of the project site. The City description of this project is included in the Appendix of this report. \Vle_ine\e\-fl jet! Flcs'�011.011 Talbov Dr:vo Psa�sietlAAemory DveW.Development-FenEan\ialbotfloatlRssisletlMamoryGreTlAtlec COLCR COPY ONLY RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -7- HORIZON YEAR CONDITIONS "WITHOUT" THE PROJECT Figure 5 shows the projected 2022 PM peak hour traffic volumes "without" the project. These volumes include the existing traffic volume counts plus background growth. Figure 4 depicts a TMC conducted in 2014 (Informational) at the S. 431d. St. - S. Carr Rd. at Talbot Road South. Comparison of the 2014 data (3,803 entering vehicles) to the 2017 data (3,933) indicates about a 1.2% per year growth rate. The actual traffic growth per historical City of Renton Traffic Flow Map 2000 and 2010 indicates that traffic volumes on streets on the immediate site area are relatively stable, Talbot Rd. S and SE Carr Road. A 2% per year growth factor is used for analysis that I believe to be reasonably conservative based on my knowledge of the area. TRIP GENERATION AND DISTRIBUTION Definitions A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. Traffic generated by development projects consists of the following types: Pass -By Trips: Trips made as intermediate stops on the way from an origin to a primary trip destination. Diverted Link Trips: Trips attracted from the traffic volume on a roadway within the vicinity of the generator but which require a diversion from that roadway to another roadway in order to gain access to the site. Captured Trips: Site trips shared by more than one land use in a multi -use development. Primary (New) Trips: Trips made for the specific purpose of using the services of the project. Trip Generation The proposed Talbot Road Assisted/Memory Care project is expected to generate the vehicular trips duringthe average weekday, streettraffic AM and PM street peak hours as shown in Table 2. The trip generation for the project is calculated using trip rates from the Institute of Transportation Engineers (ITE) Trip Generation, 9th Edition, for Assisted Living (ITE Land Use Code 254). All site trips made by all vehicles for all purposes, including commuter, visitor, and service and delivery vehicle trips are included in the trip generation values. \V„ 11c1\ -I r,. 7S 11 1--pnz F_vonjT 1=R .nR1t .TIA9o: RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -8- 'i4°3"iFr,e- .X _ .A -PILL, I I m trip-, Trip Distribution Figure 6 shows the site generated traffic assigned to the street system. Trips to and from the site were distributed to the surrounding street network based on the characteristics of the network, existing traffic volume patterns, anticipated shared traffic and the location of likely trip origins and destinations (residential, business, shopping (comparison shoppers), socia] and recreational opportunities). HORIZON YEAR CONDITIONS "WITH" THE PROJECT Traffic Volumes Figure 7 shows the projected 2022 PM peak hour traffic volumes "with" the proposed project at the analysis and site access intersections. The site generated peak hour traffic volumes shown on Figure 6 were added to the projected background traffic volumes shown on Figure 5 to obtain the Figure 7 volumes. Level of Service Table 1 shows the calculated LOS for the horizon year (2022) "with" and "without" project conditions at the analysis intersections. Based on my operational analysis the analyzed signalized intersection, S. 43rd. St. - S. Carr Rd. at Talbot Rd. S., would continue to operate at LOS 'D' or better for both "with" and "without" project conditions that exceeds the City criteria. The Talbot Rd. S. at S. 45th PI. - Site Access intersection, the stop controlled eastbound approach projects to operate at LOS 'E' without and with the project. With the required street frontage improvements and minor striping on the west leg, to provide a separate left turn/through and right turn approach lane, the LOS would be improved to 'D'. See next section. Street Frontage Improvements Street frontage improvements required would close the existing gap in left turn channelization. City notes from the August 10, 2017 pre -application meeting identify for a 3- �;;:e-in�o1. :et,ciu Cage -R D... mere Feraton\T,1a RtoaaA^si dM1m.yC,,x-FIA — rOLOk COPY ONLY T r3LL 2 - TRIP GENERATION TAL80i ROAD ASSISTED/ MEMORY CARE, REN [ON TRAFFIC IMPACT ANALYSTS I Irr e F eriu a i e 3; :'! I'f_„ Rate Ewe;-`'} Enter I rips E_mt IA"aii I rips fo,HS ; r, IzF ; , :�,� ,� t :.tec1. F»•terf, , "�; Cave re FE LLQ 154-, J-42 ,j; i;; bed!L 16's e'kdLoy 142 y 7.'•: €35- C1'° 1 1 , r M t ., . I3 _t'j 142 14 PPA ire.-ik rIOL:r 1 L 44. `_, 13.rIJ 1_e-51 �a 'i4°3"iFr,e- .X _ .A -PILL, I I m trip-, Trip Distribution Figure 6 shows the site generated traffic assigned to the street system. Trips to and from the site were distributed to the surrounding street network based on the characteristics of the network, existing traffic volume patterns, anticipated shared traffic and the location of likely trip origins and destinations (residential, business, shopping (comparison shoppers), socia] and recreational opportunities). HORIZON YEAR CONDITIONS "WITH" THE PROJECT Traffic Volumes Figure 7 shows the projected 2022 PM peak hour traffic volumes "with" the proposed project at the analysis and site access intersections. The site generated peak hour traffic volumes shown on Figure 6 were added to the projected background traffic volumes shown on Figure 5 to obtain the Figure 7 volumes. Level of Service Table 1 shows the calculated LOS for the horizon year (2022) "with" and "without" project conditions at the analysis intersections. Based on my operational analysis the analyzed signalized intersection, S. 43rd. St. - S. Carr Rd. at Talbot Rd. S., would continue to operate at LOS 'D' or better for both "with" and "without" project conditions that exceeds the City criteria. The Talbot Rd. S. at S. 45th PI. - Site Access intersection, the stop controlled eastbound approach projects to operate at LOS 'E' without and with the project. With the required street frontage improvements and minor striping on the west leg, to provide a separate left turn/through and right turn approach lane, the LOS would be improved to 'D'. See next section. Street Frontage Improvements Street frontage improvements required would close the existing gap in left turn channelization. City notes from the August 10, 2017 pre -application meeting identify for a 3- �;;:e-in�o1. :et,ciu Cage -R D... mere Feraton\T,1a RtoaaA^si dM1m.yC,,x-FIA — rOLOk COPY ONLY RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -S- lane street way, but then indicate providing 28.5' of paved width from the street centerline, that is for a 5 -lane street section. There is existing sidewalk to the north and south of the site on the east side of Talbot Road South. The curb line of the sidewalk south of the site is about 22' (King County lMap data) and north of the site about 25 feet. City notes also indicate the request for 2.5' of additional ROW that does not appear to be needed. Talbot Road South is transitioning at S. 45th Place from a 4 -lane street to the north to a S- lane street to the south. I believe the appropriate street frontage is to simply close the gap in the existing street section and connect the two existing sidewalk sections together. Figure 8E depicts the existing channelization and 8C provides a Conceptual future channelization with the street frontage improvements in place. Also depicted on Figure 8C is a modest re stripe of the west leg of S. 45th Place approaching Talbot Road South that provides for a separate left turn/through and right turn approach. Appropriate street frontage needs to be coordinated with the City. City pre -application notes do not appear consistent with the transitioning street section noted. Site Access/Circulation The project site access on Talbot Road South is aligned with S. 45th Place and is conceptually depicted on Figure 8C. Site circulation was inspected and would operate satisfactorily. AGENCY TRAFFIC IMPACT MITIGATION REQUIREMENTS The City of Renton has a Traffic Impact Fee program per Ordinance #5670 effective January 1, 2013. Renton's TIF is based on Rate Study for Impact Fees for Transportation, Parks and Fire Protection dated August 26, 2011. The 2017 City TIF schedule was reviewed. The City's TIF list does not include Assisted/Memory Care; the City used the TIF rate for Senior Housing, see August 10, 2017 notes, that is not correct. I believe Nursing Home is a better fit from the City's schedule; both have the same PM peak hour trip generation rate. The City TIF rate per Nursing Home Sed is $893.23. Table 3 below provides the estimated TIF for the project TABLE 3 TRALFFBC IMPACT FEE TAL80'r ROAD € S,'. ISTED MEMORY C ARI' REN'TON TRAFFIC IMPACT ANALYSIS Use Size I City rlF,/ratex I Est<maLud TAF Assi,steq/1%leniery•— 1 141 $ 893-23 1 126..838.b6 * 2017/2018 City of Renton Fee Sc;luduie * Nursing Horne, a retated LUC has iho same PM peak bouar trip g neratitun rats: par bad 1`,>ceR1,,V0i7 ori-T,ft, D,ve =sree-.—, e,. --d— COLOR COPY ONLY Vin. tc, E, RJ DEVELOPMENT Attn: Frank Durocher, Project Manager December 1, 2017 Page -10- My TIF analyses using the City's rate for Nursing Home is $126,838.66 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS This report analyzed the traffic impact for the proposed 142 room/beds Assisted/Memory Care Facility. The site is located at 4600 Talbot Road South in Renton, WA. Access to the site is via a driveway on Talbot Road S. aligned with S. 46#h Place. Existing traffic data was obtained at the street intersections identified for analysis. Future horizon year traffic volumes were derived using a growth factor of three percent per year. Level of service analyses were performed for existing and projected future horizon traffic volumes during the weekday PM peak hour. The evaluation of the traffic impact of the proposed project included adding project generated traffic to the future traffic volume projections and calculating the level of service. The "with" project traffic operations were then compared to the "without" project operations. The comparison of traffic operations "with" and "without" the project identified that the project would not cause a significant adverse affect on the operation of the study intersections. In addition, sight lines and safety inspection were conducted at the study intersections and no apparent deficiencies were noted. Based on my analysis I recommend that Talbot Road Assisted/Memory Care be allowed with the following traffic impact mitigation measures. Construct site in accordance with applicable City requirements. ➢ Install site access per City requirements r Appropriate street frontage needs to be coordinated with the City. City pre - application notes do not appear consistent with the transitioning street section noted. `r Figure 8C provides a Conceptual Channelization plan based on the street transition and the location of the existing street curb, gutter and sidewalk to the north and south of the site. Pay the appropriate Traffic Impact Fee, based on the City's Nursing Home data and the calculated TIF is $126,838.66. If you have any questions you can contact me at 206.762.1978 or email me at is ketraffic@comcast.co m. MJJ: EXPIRES 41312b Very truly yours, Mark J. Jacobs, PE, PTOE, President JAKE TRAFFIC ENGINEERING, INC. /1. a 1.2 a 1 - ',%J -, — Pr -,i Fi-2012.0'1 Tel,,,,D,veR10evelaemenI ft, Ia,\Te Ita .A tlTlA.. C()LO R coPv 0114 �v �••b �' P r scw TABLE 1 - PM PEAK HOUR LEVEL OF SERVICE TALBOT ROAD ASSISTED/MEMORY CARE - RENTON TRAFFIC IMPACT ANALYSIS INTERSECTION APPROACH EXISTING 2022 W/O 2022 W/ PROJECT PROJECT 1. Talbot Rd. S. at S. Overall C (34.4) D (45.6) D (46.9) 43,d St. -S. Carr Rd. W/ TWLTL* Restripe west leg** 2. Talbot Rd. S. at S. Overall A (1.9) A (2.4) A (3.0) A (2.2) 45th PI. - Site EB D (29.3) E (38.6) E (44.1) D (31.9) Access WB - - C (17.4) C (17.4) x - With street frontage improvements a two way left turn lane is provided for, see Figure 8C Conceptual Channelization ** - Restripe west leg to provide a separate left turn/through and right turn pocket. See Figure 8C Number shown in parenthesis is the average control delay in seconds per vehicle for the intersection as a whole or approach movement, which determines the LOS per the Hi hwa Capacity Manual. G\ Pra,eR Fites�ZOli.9i1 Tslbot Qeive Pas�s�tlMemory Care - Rl Pe�eleeme�t - Reoleo\Taibe[RoaP+�a+istedMernoryCareTW tloc COLOR COPY ONLY Project: Talbot Road Assisted/Memory Care - Renton t Location: 4500 Talbot Road South Ily x a 200, �IP Project Site NORTH 3 SE 4 Pak SE MA 't 2 St 12W, 21 216;11 M AE 4th St 51 'k a L SE ZIZ�h F11 I 2 2, Et 51 h",q-3,:_E IM S 224:1 St 114fil It 3"1 ILI 1 M 14401 SY l 1 S1 S 14b1h Hetes-0 i^ Pk pysaE MqthV- X 4 is - S1 ra -4U, St ,'I 271h St SE I N41x, il k F -r 2 9N 30h 5t last, stp Z N--dy Perk SE 2242h S1 240U, St Cwngtan TALBOT ROAD ASSISTED/MEMORY CARE - RENTON FIG . URE 1 TRAFFIC IMPACT ANALYSIS Reprint in 0010F Only VICINITY MAP S 2JU111 S. Ily x a 200, �IP Project Site 3 SE 4 SE MA 't 216;11 M 21&t[. 81 SE 21 :E 2u,,I, til SE ZIZ�h F11 I 2 2, Et 51 .211a i S 224:1 St L-• E lith P, SE 2242h S1 240U, St Cwngtan TALBOT ROAD ASSISTED/MEMORY CARE - RENTON FIG . 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Image obtained fn DM King County IM ap �� ��~ ��\� /� ���\ /\\ 4 "D FIGURE SE Reprint in Color Only I � � /.\\� / MINK- JAIT7 t TALBOT ROAD ASSISTED/MEMORY CARE - RENTON TRAFFIC IMPACT ANALYSIS EXISTING CHANNELIZATION