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RS_Traffic_Impact_Analysis_180305_v2
Renton (PRET 7 - 000459) WEATHERLY INN ASSISTED/MEMORY CARE TRAFFIC IMPACT ANALYSIS - REVISED March 2, 2018 Jake Traffic Engineering, Inc. . -:..0 C _.....:C nmr� • 5TO P Mark J. Jacobs, PE, PTOE President 2614 39th Ave. SW -- Seattle, WA 98116 2503 Tel. 206.762.1978 - Cell 706.799.5692 li-mail'Jake traffie @ comcast.net March 2, 2018 RJ DEVELOPMENT Attn: Frank Durocher, Project Manager 401 Central St SE Olympia, WA 98501 Re: Weatherly Inn Assisted/Memory Care - Renton (PRE17 - 000459) Traffic Impact Analysis - Revised Dear Mr. Durocher, I am pleased to present this Traffic Impact Analysis - Revised for the proposed 156 unit/beds (116 Assisted Living units including 10 - two bedroom units and 30 Memory Care 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. 45th Place. The refined project adds four units and is now named Weatherly Inn to what l had analyzed in Talbot Road Assisted Memory Care Traffic Impact Analysis dated December 1, 2017. In addition I have incorporated City comments contained in an internal City e-mail dated January 25, 2018, copy attached. 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 site is projected to generate over 20 AM and PM peak hour trips. Peak hour traffic data collected at the Talbot Rd. S. at S. 43rd St - S. Carr Rd showed the AM peak traffic as only 65% of the PM peak traffic, 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. 451h 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 begin on page 10 of this report. Ir,j,IFIes\20 i?071 Ta I, 6111. Pssis:edlAemory Cme iU .Fmenl .e11ta1\1'a'boll{o&tl A;sisreJMem+��yC'�re riF Nl.tloc JTE, Inc. RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -2- 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 February 2018. The site plan shows the proposed 156 room/beds Assisted/Memory Care Facility, 87 parking stalls (including six accessible), internal circulation and access to Talbot Road South via the future 4th leg of the existing intersection at S. 45th Place. Full development and occupancy of the proposed Weatherly Inn 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 yea r. EXISTING ENVIRONMENT Project Site An aerial image of the project site obtained from King County IMap is depicted below. Weatherly Inn Assisted/Memory Care The project site is currently not developed, however an existing gravel driveway exists at the proposed site access. \Vte_inc�c\-hales F.lee\� 17.071Talhat 6nva Acswtatl�tacmory Care fll 0.web6men[-Renton also[Raatl-assiv�tlMemary—,TIA-Rl Poe C:(A O 'I t,(ip7 +3N[, RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -3- 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. N Principal Arterial Collector Traffic Volumes The City of Renton Traffic Flow Mata, 2010 shows 14,400 vehicles per day (ADT) use Talbot Road 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. 1 also included data from a TMC conducted in 2014 (Informational) on Figure 4 at the S. 43rd. St. - S. Carr Rd. at Talbot Road South. 916 EVELOPMENT Arterial Streets Adapted August 4, 2014 Resolution 4222 CITY OF RENTON 201D TRAFFIC PLO NEAP \Vte!nc\c\-Pra,eq Rl,\2U7.U71-valbPt 6... asz—d--o Caro -N N—p—T A,—%T,lbotFasa-h.—a M— Carc TIA P3 dee CGL.C)E? %pl'ONLY JTE, Inc. Mark A. Sandler, President BENCHMARK DEVELOPMENT COMPANY March 2, 2018 Page -4- I also had an AM peak period TMC conducted at the Talbot Rd. S. at S. 431d St - S. Carr Road intersection. The AM peak traffic entering the intersection is 2,552 vehicles as compared to 3,933 during the PM peak hour. The AM peak traffic is about 65% of the PM, thus this traffic report is focused on the higher volume PM peak hour. 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 BE 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. http://metro.kingcounty.gov/schedulesJ. Pedestrian Facilities C. i ! l 567 a 9521 16 Va ley medical IN Oacific d#cal - C ter r Kara T INEW-1-1i Pedestrian sidewalks exist on the streets in the site vicinity. Intersection Operations el rr SE 176th 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. \VSe_�nc\c\-Aq�ect. Files�0yi p i 1- ieEboi give AssineA-Memory Cate R) bevelopment Ramon\TaIM1otRw®AsaisrtCMemmrrCareTlb RS tloc COLOR Mi'Y ONL) RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 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 FA—] B C D E F <10 >10 and <20 >20 and <35 >35 and <55 >55 and <80 >80 ls:t�opControl <10 >10 and <15]L>-15 and <25 >25 and <35]F>35 and <50 >50 LOS Criteria The Transportation Element - City of Renton Comprehensive Plan Amended 06.22.2015 identifies the City's Level of Service Policy, Policy T-48. The City's Operational LOS is depicted to the right: 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 Operational LOS: Though the SEPA review process, apply the following operational LETS standard at intersections that could be impacted by a proposed development: 1. Arterials and Collectors; Except as listed in C2, appiy a standard of Los D. 2. Alternative Arterial and State Route LOS: Apply a standard of Level of Service E Mitigated for the following: Specific Corridors- Carr Road, Logan Avenue, Rainier Avenue, Grady Way, SR 900 and SR 515. 0 Centers: Renton Urban Center and Center village * For the above Corridors and Centers, Congestion should be mitigated (such as increasing transit or ether modes) when the p.m. peak hour LCIS falls below LESS "E." Incident data was reviewed using the WSDOT accident data portal available online at htt s: remoteapps.wsdot.wa.gpv/highwaysafeWcollision/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 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 \Vle_!nc\ct-Praiec[ Fiiea�201] 9i1-iaibet O�iv¢ nss9tea-Me�nmy ca.e - R� �meiop�nent-Ren[on�lainotRaabaaa�aiobknemoeyca�e-iw-al doc UyL,F? ?Fv ityLt RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -6- determined per million entering vehicles using a "k"r 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. 45th 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 Improvement Pro ram, 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. HORIZON YEAR CONDITIONS "WITHOUT" THE PROJECT Figure 5 shows the projected 2022 PM peak hour traffic volumes "without" the project. \\lea inc\c\'PielectFiles\201707_ "ub,,Dr- kssi—M.—ry Dare RI.d- c01,0 H C1 wy nw3 v RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -7- These volumes include the existingtraffic volume counts plus background growth. Figure 4 depicts a TMC conducted in 2014 (Informational) at the S. 43rd. 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: Diverted Link Trips: Captured Trips: Primary (New) Trips: Trip Generation Trips made as intermediate stops on the way from an origin to a primary trip destination. 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. Site trips shared by more than one land use in a multi -use development. Trips made for the specific purpose of using the services of the project. The proposed Talbot Road Assisted/Memory Care project is expected to generate the vehicular trips during the average weekday, street traffic 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, 10th 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. National ITE data projects that the Weatherly Inn project would generate 30 to 41 trips during the AM and PM street peak hours, respectively. On a daily basis about 406 net new trips are projected. \V,_Bolen F,I-VDI7 O r t. Tait[ Unve 4siat,Q..e Gare -F1 eavei1t R.e IAssism I M-1 iycar ti0.Al noc RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -8- ,77,e77 x = _!r !l7 ; C = Fries I 1 F 1 Grp bei`€e Falj tln loth Editiur 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), social 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 forthe 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. \�iC-me\o\�Prmjacl61e9li^O1P 971 -Talbot Drive AssAtee Memory Care R10evelapment Rentmn\TalhmtHmetl-hssistetlMemmryCareTlhFl tluc :OtO R C r)PY (W TABLE 2 TRIP GENERATION I'ALBC)T tIOA SSIST .D,; MEM:ORY C,NRE RENrON Tr=AFE:IC IMPA T ANALMS Time Period Sizer ) I TG Rate I Enter ,`i, Enter Trips I ExI'.''• E):I=P-- ai i;T ti -opo eo: A sittedl/ emory Care OTE LLMC 254. 1i6 sF! s b dye f-1.1 F11i0 pe8e ir+t r !>;_ityi 1 k6 0.26 3,1P:`<, IL,.4 "' } . s 40. r3 ,77,e77 x = _!r !l7 ; C = Fries I 1 F 1 Grp bei`€e Falj tln loth Editiur 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), social 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 forthe 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. \�iC-me\o\�Prmjacl61e9li^O1P 971 -Talbot Drive AssAtee Memory Care R10evelapment Rentmn\TalhmtHmetl-hssistetlMemmryCareTlhFl tluc :OtO R C r)PY (W RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -9- Street Frontage Improvements A Conceptual Channelization plan, Figure 8C, was provided in Talbot Road Assisted Memory Care Traffic Impact Analysis. The City indicated that the plan has merit and that further details would be needed. City notes from the August 10, 2017 pre -application meeting identify for a 3 -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 along the site's street frontage. The curb to curb street width from Google Earth measurement tool is about 42 feet. A 42' street width is consistent to a 3 -lane street section. The City recently installed a sidewalk along the projects street frontage to Talbot Road South. 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 channelization. Figure 8E depicts the existing channelization and 8C revised provides a Conceptual future channelization with the street frontage improvements in place. The City commented to add left turn channelization to the north and south approach legs to Talbot Road S. at the S. 45th Place intersection. In addition, the Conceptual Plan provides for a separate right turn pocket, via a modest restripe, on the south approach leg. Traffic volume data does not warrant the need for left turn side street approach channelization. Also depicted on Figure 8C are planning level dimensions. I have coordinated with the City on the Conceptual Channelization plan depicted on 8C. The appropriate street channelization needs to be coordinated with the City. Further refinement to the plan would be needed if the street is widened, if this occurs I would suggest that an edge stripe be installed in place of the existing curb line that could relocate further east. 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 similar PM peak hour trip generation rate. The \\lte ,"nc',c\-Proycrt Ftica\291' i,lY- ral6ot Gnva As:.it:eA'.4amnry {,.ere RI �eve�opmentRenton\�alhoiNoatl,r�asistctlMemar�Care�11A-Rl.tloc JTE, inc. RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -10-- City TIF rate per Nursing Home Bed is $893.23. Table 3 below provides the estimated TIF for the project. TABLE B - TRAFFIC IMPACT FEE 'TALBOT ROAD ASSISTED MEMORY CARE EtENTON TRAFFIC IM ACt ANALYSIS u :e- S0-- ritt` IIF FS4a I{"n�1#E&r4`" Wifj 20171201-8 - Citi of Renton Fee Schedule k Nursing Home, related LUC rate used The projected TIF using the City's rate for Nursing Home is $139,344 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS This report analyzed the traffic impact for the proposed 156 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. 45th 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 Weatherly Inn Assisted/Memory Care be allowed with the following traffic impact mitigation measures. r Construct site in accordance with applicable City requirements. ➢ Install site access per City requirements t Appropriate street frontage needs to be coordinated with the City. City pre - application notes do not appear consistent with the transitioning street section noted. ➢ Figure 8C provides a Conceptual Channelization plan based on the street transition and the location of the recently installed sidewalk along the site's street frontage to Talbot Road South. Further coordination with the City on this item is required. 11,-2017 07kD—Assisted —q Cara-WPM,pmen,-Rrntpn\ialboiaoaa-Wsisled MemnryCace-iia->11— RJ DEVELOPMENT Attn: Frank Durocher, Project Manager March 2, 2018 Page -It- Pay the appropriate Traffic Impact Fee, based on the City's Nursing Home data and the calculated TIF is $139,344. If you have any questions you can contact me at 206.762.1978 or email me at iaketraffic@comcast.corn. MJJ: rT VEXPIRES 4131L20 1 Very truly yours, Mark J. Jacobs, PE, PTOE, President JAKE TRAFFIC ENGINEERING, INC. C) -? . -a '? . 2 -0 / 4-1 I Ta - D,- A-, t, I - c --RJ— F — R—b.LH.d � M�—R I d M,op coir om�,, JT, Inc. TABLE 1 - PM PEAK HOUR LEVEL OF SERVICE TALBOT ROAD ASSISTED/MEMORY CARE - RENTON TRAFFIC IMPACT ANALYSIS INTERSECTION APPROACH EXISTING 2022 W/0 2022 W/ PROJECT PROJECT 1. Talbot Rd. S. at S. Overall C (34.4) D (45.6) D (47.4) 43rd St. -S. Carr Rd. With Restripe LT/TWLTL* west lege 2. Talbot Rd. S. at S. Overall A (1.9) A (2.4) 45th Pl. - Site EB D (29.3) E (38.6) A (3.3) A (2.5) Access WB - -- E (44.5) D (31.8) D (29.5) D (29.5) - With street frontage improvements Left Turn/TWLTL channelization 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 Highway Capacity Manual. •.we �„�E�r.-v.��s�e Fa.s�zoir 4ri.rsimx n:�.en��.9x�er,��onca,e. a� oru.iacmeoi. ae�m�v�mowoeor��:seam��,a'ycere.naRi-0.of (x1L(;Gr rliE'Y' <)hy� 1' Project: Weatherly Inn Assisted/Memory Care - Renton Location: 4500 Talbot Road South NORTH sznln si Seattle - - -. 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FIGURE BE Reprint in Color Only Z" TALBOT ROAD ASSISTED/MEMORY CARE - RENTON TRAFFIC IMPACT ANALYSIS EXISTING CHANNELIZATION FIGURE SC- R Reprint in Color Only WEATHERLY INN ASSISTED/MEMORY CARE - RENTON TRAFFIC IMPACT ANALYSIS CONCEPTUAL CHANNELIZATION From: Chris Barnes [mailto:CBarnes@Rentonwa.gov] Sent: Wednesday, February 21, 2018 3:27 PM To: 'Mark J Jacobs, PE, PTO'; Ann Fowler Cc: Bob Mahn; 'Frank Durocher' Subject: RE: 2017.071 - Weatherly Inn Renton - City Comments Received Mark/Ann, The layout sent with the email below looks good to me. Please be sure to include removal of existing RPMs and pavement marking that conflict with the proposed layout. Proposed marking material will have to conform with current COR standards. Thanks, Chris M, 13arne,,, ';r. Transportation Operations Manager City of Renton, WA Ph. No. 425-430-7220 cbarnes@rentonwa.gov From: Mark J Jacobs, PE, PTO[mailto:JakeTraffic@comcast.net] Sent: Wednesday, February 14, 2018 6:57 PM To: jaketraffic@comcast.net; Ann Fowler Cc: Bob Mahn; 'Frank Durocher'; Chris Barnes Subject: RE: 2017.071 - Weatherly Inn Renton - City Comments Received ►-ATiN Attached is what I propose based on City feedback and the site access is a driveway not a public street. 1 tweaked the lane widths to 5'- 11'- 10'— 11' - 5' per City. These widths work within the existing curb to curb street width and are reasonable. Let me know if the Refined Conceptual Channelization suffices? The detailed Channelization Plan would be prepared by the project Civil Engineer. Contact me with any questions/comments. Thank you Mark 206.762.1978 o 206.799.5692 c As a side note: There are 116 Assisted Living Units 10 of which are 2 -bedroom units + 30 Memory Care units, thus 156 beds/units. From: aketi,affic camcast.net [mailto. ketraffiC§comcast.net] Sent: Wednesday, February 14, 2018 1:09 PM To: Ann Fowler Cc: Bob Mahn; 'Frank Durocher'; Chris Barnes Subject: Re: 2017.071 - Weatherly Inn Renton - City Comments Received Ann Thank you for the City input! I think TWLTL starting north of 45th would be better, a designated LT pocket into a low volume private driveway may not be the best use of the center space. With a TWLTL the EB to NB LT motorists could use the space. City thoughts? Mark Cc: 'Frank Durocher'; 'Ann Fowler' Subject: 2017.071 - Weatherly Inn Renton - City Comments Received ... I received City feedback to the TIA I conducted for the Weatherly Inn Assisted/Memory Care project. The unit count is 116 Assisted Living Units and 30 Memory Care Beds aka 146 units a slight increase to the 142 per the site plan I had at the time of December 1, 2017 report. I'm in the process of refining the Traffic Report to incorporate City comments, the site plan refinement and to use the recently published 10th Edition Trip Generation. The City comments and the use of the 10th Edition result in no material change to the analyses. The item wanted to further dialogue on is the Street Channelization. Attached is a refined Conceptual Channelization that incorporates City comments, except I the addition of LT channelization on the north and south leg that is not needed based on the Traffic Volume data.< APPENDM From: Ann Fowler Sent: Friday, January 26, 2018 7:11 AM To: Matthew Herrera Subject: FW: Weatherly Inn - Traffic_lmpact_Analysis_171201_vl.pdf Matt — Additional comments from Transportation on the TIA provided. ",Thanks AovftL Ann Fowler w Civil Engineer III I CED AFcwler@Rentonwa.gov ( Phone: (425) 430-7382 Please consider the environment before printing this email EFFECTIVE JANUARY 1, 2018 THE COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PERMIT COUNTER WILL CLOSE AT 4:00 P.M. DAILY Permit Counter 8:00 a.m. to 4:00 p.m. Financial Transactions 8:00 a.m. to 4:30 p.m. From: Bob Mahn Sent: Thursday, January 25, 2018 4:44 PM To: Ann Fowler <AFowler@Rentonwa.gov> Cc: Chris Barnes <CBarnes@Rentonwa.gov>; Vangie Garcia <VGarcia Rentonwa. ov> Subject: RE: Weatherly Inn - Traffic_Impact_Analysis_171201_vl.pdf Ann, Review of the subject TIA has resulted in the following comments: • Page 1, 2`1 paragraph, 4" sentence—should this sentence read "The site is projected to generate over 20 PM peak hour trips, during the AM peak hour the site traffic generation is less than 20,and............. • Page 3, Traffic Volumes— Question 29,00 vehicles per day use NE 4`h St. This is not depicted on the traffic volume graphic on this page. I • Page 3, 2"' paragraph—appendix noted is not attached with the TIA. el. .4L el • Page 4, Pedestrian Facilities—Per Google map a sidewalk currently exists along the site's frontage Aote' on Talbot. Aoscs 3�'• • Page 5, LOS Criteria—The City's Level of Service policy has been revised in the adopted 6/22/2015 Comprehensive Plan. The text provided in this section is no longer valid. • Page 5, Accident History--WSDOT data is not attached with the TIA. See RrPf�„Q;X • Page 7, Trip Generation—Use 10`r' Edition. • Page 8, Table 2-142 beds is noted here, but 156 beds are shown on the architectural plans. II( Asti/�''^ • The Conceptua€ Channelization, Figure 8C, that is proposed has merit. Further details are needed, 3a I•+t'^`•�7' such as elimination of the two-way left turn channelization within the 45`x' Place intersection, cwit 4eli L% adding left turn lanes on the north and south Talbot approaches at the 45`" place intersection, and !a - 2 b-Aroo. ,rte"It (�_ dimensioning the lane widths, including providing bike lanes since Talbot is a designated bike route. Assume this new channelization would be installed by the subject development project as a mitigation measure. g 3Z Thanks. rLCr-.a 4 Bob Mahn Transportation Planning X-7322 From: Ann Fowler Sent: Wednesday, January 24, 2018 2:59 PM To: Bob Mahn Subject: Weatherly Inn - Traffic_Impact_Analysis_171201_vl.pdf =1111111 See attached TIA for the Weatherly Inn Project currently under review. Please let me know if you have any comments/concerns with the report. Deadline is Friday (1/26/18). Thanks Ann Fowler Civil Engineer III Department of Community and Economic Development City of Renton f 1055 South Grady Way, 6th Floor I Renton, WA 98057 Phone: 425-430-7382 1 Fax: 425-430-7300 E -Mail: afowler@rentonwa.Fov Webslte: www.rentonwa. ov Please consider the environment before printing this email EFFECTIVE JANUARY 1, 2018 THE COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PERMIT COUNTER WILL CLOSE AT 4:00 P.M. DAILY Permit Counter 8:00 a.m. to 4:00 p.m. Financial Transactions 8:00 a.m. to 4:30 p.m. O PREAPPLICATION MEETING FOR Talbot Senior Housing 45XX Ta I bot Rd S PRE17-000459 CITY OF RENTON Department of Community & Economic Development Planning Division August 10, 2017 Contact Information: Planner: Matt Herrera, 425.430.6553 Public Works Plan reviewer: Ann Fowler, 425.4303.7382 Fire Prevention Reviewer: Corey Thomas, 425.430.70324 Building Department Reviewer: Craig Burnell, 425.4303.7290 Please retain this packet throughout the course of your project as a reference. Consider ,giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening. When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre -application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). 0 Talbot Senior Center— PRE17-000459 August 10, 2017 shall be included in the report. The report should also include information concerning the soils, geology, drainage patterns and vegetation present shall be presented in order to evaluate the drainage, erosion control and slope stability for site development of the proposed plat. The applicant must demonstrate the development will not result in soil erosion and sedimentation, landslide, slippage, or excess surface water runoff. Surface water system development fee is $0.641 per square foot of new impervious surface, but not less than $1,608.00. This is payable prior to issuance of the civil construction permit. TRANSPORTATION 1. The proposed development fronts Talbot Road South along the west property line(s). Talbot Road South is classified as a Collector Arterial Road. Existing right-of-way (ROW) width is approximately 89 feet. To meet the City's complete street standards for Collector Arterial streets, minimum ROW is 94 feet for a 3 lane roadway;edication of 2.5 feet of ROW fronting the site will be required. Per City code 4-6-060, half street improvements shall include a pavement width of 57 feet (28.5` feet from centerline), a 0.5 -foot curb, an 8 -foot planting strip, an 8 -foot sidewalk, street trees and ` storm drainage improvements. 2. Refer to City code 4-4-080 regarding driveway regulations. a. A minimum separation of 5 feet is required between driveway and the property line. b. Maximum driveway slopes shall not exceed 15%. Driveways exceeding 8% shall provide 3 4 5 slotted drains. c. The maximum driveway width shall not exceed thirty feet (30'). Parking lot construction shall be in accordance with City code 4-4-80G. Street lighting and street trees are required. 7 d + rh ?_41, o / A traffic impact analysis is required when the estimated vehicular traffic generated from a proposed development exceeds 20 vehicles per hour in either the AM (6:00 -- 9:00) or PM (3:00 — 6:00) peak periods. Traffic study guidelines are included with the pre -application packet. The analysis must include a discussion on traffic circulation to and from the site and onsite traffic circulation. The study shall include trip generation and trip distribution for the project for both AM a M eak hours. Paymenr`of the transportation impact fee is applicable on the construction of the senior housing development at the time of application for the building permit. The current rate of transportation impact fee is $1,494.90 per dwelling unit. The transportation impact fee that is current at the time of building permit application will be levied, payable at building �ing permit issuance. GENERAL COMMENTS !v J r t ►,J 0.), e ^ e 1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property frontage or within the site must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 2�1 Maximum exposed retaining wall height is 6 -ft and shall be setback a minimum of 3 -ft from the right-of-way as outlined in RMC 4-4-040 Eerices, 1edges, andltgtainin UValis. 3. Adequate separation between utilities as well as other features shall be provided in accordance kl ( with code requirements. 7 -ft minimum horizontal and 1 -ft vertical separation between storm and other utilities is required with the exception of water lines which require 10 -ft horizontal and 1.5 -ft vertical. IN N for: Jake Traffic Engineering, Inc. LPrepared Traffic Count Consultants, Inc. Y].one: (253) 926-6009 FAX: (253) 922-7211 E-Mail-, T—@TC2= corn WBE OBH Intersection: Talhnt Rd S & S Carr Rd/S 43rd St Date of Court: Tues 10131120 17 Location: Renton, "Vashingmn Checked By: Jas Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Talhut Rd S Talbot Rd 5 S C— Rd S 43rd St Total £riding at T L 5 R T L S R T L S R T L S R 4, 15 P 2 23 72 59 1 58 25 9 4 12 137 16 2 49 299 165 924 4'30 P 3 28 75 67 1 60 27 12 6 13 141 16 5 52 312 171 974 4:45 P 6 41 72 82 2 85 25 9 4 16 139 9 3 56 290 159 983 5:00P 2 34 74 70 a 59 30 9 6 15 139 14 7 55 308 195 1.002 5:15 P 5 44 _ 72 70 0 74 22 13 4 15 144 12 1 59 268 172 965 530P 5 22 58 54 1 68 31 13 2 18 138 11 3 54 313 184 974 5:45 P 1 26 56 55 Z 62 17 21 6 13 176 3 3 48 333 182 992 6'00 P 1 19 58 49 D 64 16 9 2 15 104 11 7 66 269 174 854 6:15P 0 D 0 l] D 0 0 0 D o 0 0 0 0 0 D 0 6:30 P 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 li 6:45P 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 7:00P p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 1 1 1 Survey 25 237 537 516 11 530 193 95 34 117 1118 92 31 439 2392 1402 7668 Peak Hour. 4:45 PM to 5-45 PM Tout 13 126 260 259 7 1 263 10D 5G 18 61 1 597 40 14 1 216 1 1222 733 1 3933 Approach 645 419 698 2171 3933 1/.HV 2.0% 1.7% 2,6A 0.6% 1.3% PEY 0.87 0.94 0.91 0.96 D.98 Talbot ltd S 1001 645 356 j_T 0 S 43rd St 25112611 126 __iHike 3 =ped ..............�.,_._......: S Carr Rd 40 1119 j Ped. 1 - 597 698 Bike i............-, 0 fit 210E 3290 216 ( R (Bike 2171 ]223 4:45 PM to 5:45 PM _ - 4, Ted 1404 733 rEtr. N S E W P.J. G �- 263 1 mo 1 96 40p8 1-0 PHI- ' Peak Harr. Volume ncrnss: INT 01 1 1 Bfkei 0 PHP %HV INT 02 2 2 1 5 EB 096 0-6% INT o3 2 1 3 7054 417 Check WB 0.91 2.6% INT 04 1 2 3 111: 3933 NB 0.94 1.7% INT 05 _ 2 1 5 1473 Our! 3933 SB 0.87 2.0% INT os I 1 Talbot Rd S T ].t. 0-98 1.3% INT 07 2 3 5 Bicycles From: N S E W Conditions: INT o6 1 I INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 1 1 INT 11 0 INT 04 0 INT 12 0 INT 05 0 71 101 41 3 24 INT 06 0 Special Notes INT 07 D INT Os I I INT 09 0 1NT 10 0 INT 11 0 INT 12 0 01 11 01 12 JTE17133M_Dtp N Prepared t r. Jake Traffic Engineering, Inc. L Traffic Count Consultants, Inc. Phone'. (253) 770-1407 FAX: (253) 770-1411 E-Mail: TeantLlMinc.com WBEiDBE Intersection; Talbet Rd S& S Cal'r RdlS 43rd St Date of Cowd: Th— 2708Y20 IS Location; Renton, Washington Checked By: I— Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Talbot Rd S Talbot Rd 5 S Carr Rd S 43rd St Total Ending at T L S R T L S R T L S R T L S R 4:15 P 1 13 7 65 0 130 2b 2 5 I 173 9 8 36 80 27 569 4.-30P 7 13 15 51 l 149 43 14 5 4 14D 9 6 36 74 32 560 4:45 P 5 14 19 51 3 117 28 12 0 3 115 12 12 35 115 28 549 5-00 P 4 12 31 so 3 128 33 7 7 7 101 7 11 50 106 27 589 5:75 P 5 8 12 47 i '131 33 7 8 7 157 19 15 34 99 38 586 5,30 P 3 21 16 39 2 94 38 19 9 6 164 12 22 46 115 46 616 5':45 P 7 15 16 fit 2 127 37 7 5 12 173 17 15 47 102 45 660 6:00 P 8 16 13 63 2 99 40 11 10 14 212 20 l7 43 1.16 43 690 6:15P 0 4 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 630 P n D 0 q 0 0 0 0 D 1 0 0 0 0 0 0 0 0 6:45P 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 7'00 P D D D 0 0 0 0 0 0 0 ��l 0 0 0 0 0 0 Total Survey 4D 112 129 458 14 975 278 79 49 54 1229 105 106 327 807 286 4839 Peak Hour: 5,00 PM to 6:00 PM Total 23 60 57 211 7 451 148 44 32 39 700 68 69 170 432 172 2552 Approach 328 543 R07 774 2552 %FIV 7.0% 1.1% 4.0% 0.9% 5-1% PRF 0-88 0.94 0.82 6.93 +0.92 .... Talbot Rd S 714 328 386 I o Iw^,jBike S 43rd St 211 57 1 60 ................. .... S Carr Rd 68 1362 I Ped'; 4 sc 7W 807 Bike- 1 39 1343 2136 1 170 I 0 ]Bike 774 I 432 5;00 PM to 6:00 PM '. 4 :Ped r72 PEvs y S A—, E W Ped= ....... ......., = ail tab as 2760 1.0 PH Peak Hour Volume INTO-, t I 1 1 4 Vke(__D__J PHF '/.BV INT 02 3 2 5 EE 0.93 8.9% INTM 0 2b8 544 Check WB 0.82 4.0% INT 04 4 4 In: 2552 NB 0.94 1A% INT 05 1 1 971 Out; 2552 SB 0-88 7-0% INT os 3 l 4 Talhot Rd S T Int. 0.92 5.1% INT 07 1 4 1 1 7 9icycles From: N S E W Condilians: INT 08 2 1 3 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 ]NT 12 U NT 05 0 51 131 28 NT Ota 0 Special Notes INT 07 D INT OB 1 1 2 INT 59 0 INT 10 0 INT V 0 INT 12 0 t 01 2 JTE18023M 01a I-- - Prepared for_ Jake Traffic Engineering, Inc.. Traffic Count Consultants, l'ne. Phone. (253) 926-6009 FAX (253) 922-7211 E-Mail: Team@TC2inc. corn W BElBBE Intersection: Talbot Rd S & S 45th PI Bate of Count: Wed 11/01/2017 Location: Renton, Washington Checked By: f ss Time From North on (SB) From South on (NS) From East on (WB) From West on (ES) Interval Interval Talbot Rd 5 Talbot Rd S 0 S 45th PI Total Ending at T I L S R T L S R T L S R T L S R 4'.15 P 2 0 209 4 1. 0 1 83 0 6PC 0 0 4 0 19. 320 4.30 P 3 0 217 4 0 1 BO 9 0 0 0 U 7 0 12 321 4'.45 P 2 0 238 .5 0 4 70 0 0 0 0 0 7 0 30 354 5'.00 P I 0 244 3 6 86 0 0 0 0 0 9 0 15 363 5115 P 3 0 272 1 0 0 78 0 0 0 0 0 8 022 381 5:30 P 0 0 268 5 1 1 69 0 0 0 0 0 1 7 0 11 361 5:45 P l 0 246 5 2 1 96 0 0 0 0 0 0 5 0 15 368 6:00 P 2 0 235 6 0 3 80 0 0 0 0 0 0 6 0 8 338 6:15P 0 C C C 0 0 0 0 0 0 0 10 U 0 1 0 0 U 630P 0 0 0 0 0 0 0 0 C 0 0NC 0 0 0 0 0 6,45 P 0 C 0 0 0 0 0 0 0 0 00 0 0 0 0 7:00P 0 0 0 0 C C 0 0 0' 0 00 0 D D 0 Total Survey 14 0 1929 33 7 17 642 Dj 0 0 0 0 0 53 0 132 2806 Peak Hour: 4.45 PM to 5:45 PM ToW 5 0 1030 14 5 8 329 U 1 0 0 0 0 0 29 0 63 1473 Approach 1044 337 0 92 1473 %HV C.5% 1.5% nla r1a 0.7% PHF 0,96 0.67 rda. 0.77 0.97 ,.... Talbot Rd S 140, I fY43 361 S 45th P1 ]a ]o3e 2 :Pea 22 I Ped- ed_........... . ... .. .. .. Bike 0 114 2s 92 I 4t4S PM to 5:45 PM 63 PEAS ..........._........ F241 ncrov N S £ W Ped: 1 € 8 32N 1. U PHP'Peak Hmir 4rslrnne INT 01 1 1 Biked U ------ PHF %HV INT 02 0 ES c.77 nla INT Ca 2 2 1093 337 Check WB n/a nfa INT 04 I I In: 1473 NB 0.87 L 5% INT 05 0 1430 Out, 1473 513 0.96 0.5% INT 06 I 1 Talbot Rd S T Int. 0.97 0.7% INT OT i 1 Bicycles From: N I 5 E W Conditions: NT Oa 3 1 2 6 IM 41 13 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 31 0 INT 04 0 IN- 12. 0 INT 05 0 8 C 12 INT 06 No BIKES 0 8pcnai Note,,=. INT 07 0 NT 01 0 NT 09 0 NT 10 0 INT 11 0 INT 12 0 0 0 0 0110 JTF 17133M^,62p 4M a �I CITY OF RENTON 2010 TRAFFIC FLOW MAP PUKK AORAS OFPMTMENT 'ANSPOUATION SYSTEMS SIMSIQN TRAsns nFEnAna1 s sEcnaR sau€: I- - -- 1ENYYES IN TNOUSMOS OF M3NWfS 8NIPFCTIMAL AM.RATE M Y TRAFFIC NOTE-. NIERSTAM 105 A STAIE ROUTE 167 (SOUTH of 1-N ) AAf SNOYIi AT NMb Y :S Q % Y ^+r 3StlTff :-.� Anir � 4 if CITY of BFN'MN ov�ftlufr W WM10 R'P � - SBNPBlO PF.01f IIAP .�R X -i6 m � �Y a �I CITY OF RENTON 2010 TRAFFIC FLOW MAP PUKK AORAS OFPMTMENT 'ANSPOUATION SYSTEMS SIMSIQN TRAsns nFEnAna1 s sEcnaR sau€: I- - -- 1ENYYES IN TNOUSMOS OF M3NWfS 8NIPFCTIMAL AM.RATE M Y TRAFFIC NOTE-. NIERSTAM 105 A STAIE ROUTE 167 (SOUTH of 1-N ) AAf SNOYIi AT NMb Y :S Q % Y ^+r 3StlTff :-.� Anir � 4 if CITY of BFN'MN ov�ftlufr W WM10 R'P � - SBNPBlO PF.01f IIAP `x mop* �N 711 CITY OF RENTON 2000 TRAFFIC FLOW MAP V :Ks C61 HCM 2010 Signalized Intersection Summary 2017 - EX 1: Talbot Road South & S. 43rd Street/S. Garr Road 1110512017 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt e ' tT M T+ t r Traffic Volume (vehlh) 216 1222 733 61 597 40 263 100 56 126 260 259 Future Volume (veh1h) 216 1222 733 61 597 40 263 100 56 126 260 259 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, vehlhlln 1816 1816 1816 1909 1909 1948 1909 1909 1948 1816 1816 1816 Adj Flow Rate, vehlh 227 1286 772 64 628 42 277 105 59 133 274 273 Adj No. of Lanes 1 2 1 1 2 0 2 1 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, vehlh 251 1612 713 83 1268 85 529 171 96 324 341 508 Arrive On Green 0.29 0.93 0.93 0.05 0.37 0.37 0.15 0.15 0.15 0.19 019 0.19 Sat Flow, vehlh 1730 3451 1527 1818 3448 230 3528 1140 641 1730 1816 1519 Grp Volume(v), vehlh 227 1286 772 64 330 340 277 0 164 133 274 273 Grp Sat Flow(s),vehlhlln 1730 1725 1527 1818 1814 1865 1764 0 1781 1730 1816 1519 Q Serve(g-s), s 15.2 11.6 56.1 4.2 16.9 16.9 8.7 0.0 10.3 8.1 17.3 17.6 Cycle Q Clear(g_c), s 15.2 11.6 56.1 4.2 16.9 16.9 8.7 0.0 10.3 8.1 17.3 17.6 Prop In Lane 1.00 1.00 1.00 0.12 1.00 0.36 1.00 1.00 Lane Grp Cap(c), vehlh 251 1612 713 83 667 686 529 0 267 324 341 508 VIC Ratio(X) 0.91 0.80 1.08 0.78 0.49 0.50 0.52 0.00 0.61 0.41 0.80 0.54 Avail Cap(c_a), vehlh 304 1612 713 98 667 686 529 0 267 324 341 508 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.47 0.47 0.47 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), slveh 41.8 2.5 3.9 56.7 29.3 29.3 47.0 0.0 47.7 42.9 46.6 32.6 Incr Delay (d2), slveh 14.6 2.0 48.9 26.8 0.6 0.6 3.7 0.0 10.1 3.8 18.1 4.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back0fQ(5Q%),vehlln 8.2 4.7 27.5 2.7 8.5 8.8 4.5 0.0 5.9 4.2 10.4 7.9 LnGrp Delay(d),slveh 56.4 4,5 52.8 83.4 29.9 29.9 50.7 0.0 57.9 46.7 64.7 36.6 LnGrp LOS E A F F C C D E D E D Approach Vol, vehlh 2285 734 441 680 Approach Delay, slveh 26.0 34.6 53.4 49.9 Approach LOS C C D D Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 22.5 9.9 60.6 27.0 21.9 48.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 6.5 55.0 22.5 21.1 40.4 Max Q Clear Time (g_c+ll ), s 12.3 6.2 58.1 19.6 17.2 18.9 Green Ext Time (p -c), s 1.0 0.0 0.0 0.9 0.2 4.0 Intersection Summar HCM 2010 Ctrl Delay 34.4 HCM 2010 LOS C 2017.071 - Talbot Road Assisted Memory Care 11/0512017 2017 - EX MJJ (v10) Synchro 10 Light Report Page 1 HCM 2010 TWSC 2017 - EX 2: S. 45th Place & Talbot Road South 1110512017 Int Delay, slveh Movement 1.9 EBL EBR NBL NBT SBT SBR Lane Configurations Y Stage 1 1138 4 1� - - - Traffic Vol, vehfh 29 63 8 329 1030 14 Future Vol, vehfh 29 63 8 329 1030 14 Conflicting Peds, #Ihr 10 10 10 0 0 10 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - - Platoon blocked, % Veh in Median Storage, # 2 Mov Cap -1 Maneuver 125 0 0 - - Grade, % 0 - - 0 0 297 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 68 9 358 1120 15 Major/Minor Minor2 Majorl Major2. Conflicting Flow All 1524 1148 1145 0 0 Stage 1 1138 - - - - - Stage 2 386 - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap -1 Maneuver 130 242 610 - - Stage 1 306 - - Stage 2 687 - - - - Platoon blocked, % Mov Cap -1 Maneuver 125 237 604 - - Mov Cap -2 Maneuver 270 - - Stage 1 297 - - Stage 2 680 Approach EB NB SB HCM Control Delay, s 29.3 0.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehfh) 604 246 - HCM Lane VIC Ratio 0.014 0.407 HCM Control Delay (s) 11 0 29.3 HCM Lane LOS B A D HCM 95th %tile Q(veh) 0 - 1.9 - 2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2017 - EX Synchro 10 Light Report MJJ (00) Page 1 HCM 2010 Signalized Intersection Summary 2022 - WO 1: Talbot Road South & S. 43rd Street/S. Carr Road 11/0512017 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' tt '� ti� t r" Traffic Volume (vehlh) 240 1350 810 65 660 45 290 110 60 140 285 285 Future Volume (veh/h) 240 1350 810 65 660 45 290 110 60 140 285 285 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, vehlhlln 1816 1816 1816 1909 1909 1948 1909 1909 1948 1816 1816 1816 Adj Flow Rate, vehlh 253 1421 853 68 695 47 305 116 63 147 300 300 Adj No. of Lanes 1 2 1 1 2 0 2 1 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 275 1603 709 87 1218 82 529 173 94 324 341 530 Arrive On Green 0.32 0.93 0.93 0.05 0.35 0.35 0.15 0.15 0.15 0.19 0.19 0.19 Sat Flow,veh1h 1730 3451 1527 1818 3445 233 3528 1156 628 1730 1816 1519 Grp Volume(v), vehlh 253 1421 853 68 366 376 305 0 179 147 300 300 Grp Sat Flow(s),vehlhlln 1730 1725 1527 1818 1814 1864 1764 0 1783 1730 1816 1519 Q Serve(g_s), s 16.9 19.9 55.7 4.4 19.6 19.6 9.7 0.0 11.4 9.1 19.3 19.3 Cycle Q Clear(g_c), s 16.9 19.9 55.7 4.4 19.6 19.6 9.7 0.0 11.4 9.1 19.3 19.3 Prop In Lane 1.00 1.00 1.00 0.12 1.00 0.35 1.00 1.00 Lane Grp Cap(c), vehlh 275 1603 709 87 641 659 529 0 268 324 341 530 VIC Ratio(X) 0.92 0.89 1.20 0.78 0.57 0.57 0.58 0.00 0.67 0.45 0.88 0.57 Avail Cap(c_a), vehlh 304 1603 709 98 641 659 529 0 268 324 341 530 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 0.47 0.47 0.47 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), slveh 40.2 3.0 4.3 56.5 31.4 31.4 47.5 0.0 48.2 43.3 47.4 31.9 Incr Delay (d2): slveh 17.6 3.9 97.9 28.8 1.2 1.2 4.5 0.0 12.5 4.5 26.3 4.3 Initial Q Delay(0),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 %ile BackOtQ(50%),vehlln 9.3 8.3 37.8 2.9 10.0 10.3 5.0 0.0 6.6 4.7 12.2 8.8 LnGrp Delay(d),slveh 57.7 6.9 102.1 85.2 32.6 32.6 52.0 0.0 60.7 47.8 73.7 36.3 LnGrp LOS E A F F C C D E D E D Approach Vol, vehlh 2527 810 484 747 Approach Delay, sfveh 44.1 37.0 55.2 53.6 Approach LOS D D E D Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 22.5 10.3 60.2 27.0 23.6 46.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 6.5 55.0 22.5 21.1 40.4 Max Q Clear Time (g_c+ll), s 13.4 6.4 57.7 21.3 18.9 21.6 Green Ext Time (p c), s 0.9 0.0 0.0 0.5 0.2 4.3 Intersection Summary HCM 2010 Ctrl Delay 45.6 HCM 2010 LOS D 2017.071 - Talbot Road Assisted Memory Care 11105/2017 2022 - W© Synchro 10 Light Report MJJ (00) Page 1 HCM 2010 TWSC 2022 - WO 2: & 45th Place & Talbot Road South 11105/2017 Intersection Int Delay, slveh 2.4 Movement EBL ESR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Vol, vehlh 30 70 10 365 1135 15 Future Vol, vehlh 30 70 10 365 1135 15 Conflicting Peds, #!hr 10 10 10 0 0 10 Sign Control Stop Stop Free Free 'Free Free RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 2 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles: % 2 2 2 2 2 2 Mvmt Flow 33 76 11 397 1234 16 Major/Minor Minor2 Maor1 Ma'or2 Conflicting Flow All 1681 1262 1260 0 0 Stage 1 1252 - - - - - Stage 2 429 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap -1 Maneuver 104 207 552 - Stage 1 269 - - Stage 2 657 - - - - Platoon blocked, % Mov Cap -1 Maneuver 99 203 547 Mov Cap -2 Maneuver 236 - - - Stage 1 259 - - - Stage 2 650 Approach EB NB SB HCM Control Delay, s 38.6 0.3 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 547 - 212 HCM Lane V1C Ratio 0.02 - 0.513 HCM Control Delay (s) 11.7 0 38.6 HCM Lane LOS B A E HCM 95th %tile Q(veh) 0.1 - 2.6 - 2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WO Synchro 10 Light Report MJJ (v10) C�!) Page 1 HCM 2010 Signalized Intersection Summary 2022 - WP -'156 units 1: Talbot Road South & S. 43rd Street/S. Carr Road 03102/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Change Period (Y+Rc), s 'fit r ' tT+ 4.5 4.5 T+ 18.0 6.5 t r Traffic Volume (veh1h) 240 1350 817 67 660 45 301 116 63 140 289 285 Future Volume (vehlh) 240 1350 817 67 660 45 301 116 63 140 289 285 Number 7 4 14 3 8 18 5 2 12 1 6 16 lnitial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, vehlhlln 1816 1816 1816 1909 1909 1948 1909 1909 1948 1816 1816 1816 Adj Flow Rate, vehlh 253 1421 860 71 695 47 317 122 66 147 304 300 Adj No. of Lanes 1 2 1 1 2 0 2 1 0 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 275 1596 706 91 1218 82 529 174 94 324 341 530 Arrive On Green 0.32 0.92 0.92 0.05 0.35 0.35 0.15 0.15 0.15 0.19 0.19 0.19 Sat Flow,veh/h 1730 3451 1527 1818 3445 233 3528 1158 626 1730 1816 1519 Grp Volume(v), vehlh 253 1421 860 71 366 376 317 0 188 147 304 300 Grp Sat Flow(s),vehlhlln 1730 1725 1527 1818 1814 1864 1764 0 1784 1730 1816 1519 Q Serve(g_s), s 16.9 21.1 55.5 4.6 19.6 19.6 10.1 0.0 12.0 9.1 19,6 19.3 Cycle Q Clear(g_c), s 16.9 21.1 55.5 4.6 19.6 19.6 10.1 0.0 12.0 9.1 19.6 19.3 Prop In Lane 1.00 1.00 1.00 0.12 1.00 0.35 1.00 1.00 Lane Grp Cap(c), vehlh 275 1596 706 91 641 659 529 0 268 324 341 530 VIC Ratio(X) 0.92 0.89 1.22 0.78 0.57 0.57 0.60 0.00 0.70 0.45 0.89 0.57 Avail Cap(c_a), vehlh 304 1596 706 98 641 659 529 0 268 324 341 530 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(1) 0.47 0.47 0.47 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), slveh 40.2 3.2 4.5 56.3 31.4 31.4 47.6 0.0 48.5 43.3 47.6 31.9 Incr Delay (d2), slveh 17,6 4.0 104A 30.2 1.2 1.2 4.9 0.0 14.4 4.5 27.9 4.3 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /Qile Back OfQ(50%),vehlln 9.3 9.1 38.9 3.1 10.0 10.3 5.3 0.0 7.0 4.7 12.4 8.8 LnGrp Delay(d),slveh 57.7 7.2 108.9 86.5 32.6 32.6 52.6 0.0 62.8 47.8 75.5 36.3 LnGrp LOS £ A F F C C D E D E D Approach Vol, vehlh 2534 813 505 751 Approach Delay, slveh 46.8 37.3 56.4 54.4 Approach LOS D D E D Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 22.5 10.5 60.0 27.0 23.6 46.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 6.5 55.0 22.5 21.1 40.4 Max Q Clear Time (g_c+11), s 14.0 6.6 57.5 21.6 18.9 21.6 Green Ext Time (p c), s 0.9 0.0 0.0 0.4 0.2 4.3 Intersection Summary HCM 2010 Ctrl Delay 474 HCM 2010 LOS D 2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WP 156 units Synchro 10 Light Report MJJ (00) Page 1 M HCM 2010 TWSC 2022 - WP - 155 units 2: S. 45th Place/Site Access & Talbot Road South 03/0212018 Intersection Int Delay; slveh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41 4 1 T Traffic Vol, veh/h 30 1 70 4 1 20 10 365 2 13 1135 15 Future Vol, veh/h 30 1 70 4 1 20 10 365 2 13 1135 15 Conflicting Peds, #Ihr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - - None - None Storage Length 50 - 50 Veh in Median Storage, # 2 - 0 - - 0 - 0 Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 1 76 4 1 22 11 397 2 14 1234 16 Major/Minor Minor2 Minorl Ma'orl Major2 Conflicting Row All 1722 1711 1262 1749 1718 418 1260 0 0 409 0 0 Stage 1 1280 1280 - 430 430 - - - - - - - Stage 2 442 431 - 1319 1288 - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6,12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap -1 Maneuver 70 91 207 67 90 635 552 1150 - Stage 1 204 236 - 603 583 - - - - Stage 2 594 583 - 193 234 - - - - Platoon blocked, % - Mov Cap -1 Maneuver 64 86 203 40 85 623 547 - 1139 - Mov Cap -2 Maneuver 181 210 - 40 85 - - - - Stage 1 198 231 586 566 - - - - Stage 2 555 566 117 229 - - Approach EB WB NB SB HCM Control Delay, s 44.5 29.5 0.3 0.1 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLnl SBL SBT SBR Capacity (vehlh) 547 - 196 174 1139 HCM Lane VIC Ratio 0.02 0.56 0.156 0.012 HCM Control Delay (s) 11.7 - 44.5 29.5 8.2 HCM Lane LOS B E D A - HCM 95th %tile Q(veh) 01 3 0.5 0 2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WP 156 units MJJ (v10) Synchro 10 Light Report Page 1 HCM 2010 TWSC 2022 - WP 156 units - restripe west leg 2: S. 45th Place/Site Access & Talbot Road South 0310212018 Intersection Int Delay, slveh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 Future Vol, vehlh 30 Conflicting Peds, #lhr 10 Sign Control Stop RT Channelized - Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow *T r 4� - 1 70 4 1 20 1 70 4 1 20 0 10 10 0 10 Stop Stop Stop Stop Stop None 2 None 50 1 76 2 - 0 22 - 0 - - 0 - 92 92 92 92 92 92 2 2 2 2 2 2 33 1 76 4 1 22 Major/Minor Minor2 T Minorl T 10 365 2 13 1135 15 10 365 2 13 1135 15 10 0 10 10 0 10 Free Free Free Free Free Free - 431 None - 1288 None 50 - 50 7.12 6.52 6.22 0 6.52 - 0 - 4.12 0 6.12 - 0 6.12 92 92 92 92 92 92 2 2 2 2 2 2 11 397 2 14 1234 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow Ali 1722 1711 1262 1749 1718 418 1260 0 0 409 0 0 Stage 1280 1280 - 430 430 - - - - - - - Stage 2 442 431 - 1319 1288 - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap -1 Maneuver 70 91 207 67 90 635 552 - 1150 - Stage 1 204 236 - 603 583 - - - Stage 2 594 583 - 193 234 - - - - - Platoon blocked, % - Mov Cap -1 Maneuver 64 86 203 40 85 623 547 1139 - Mov Cap -2 Maneuver 181 210 - 40 85 - - - Stage 1 198 231 586 566 - - - Stage 2 555 566 117 229 - - - Approach EB WB NB SB HCM Control Delay, s 31.8 29.5 0.3 0.1 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (vehlh) 547 - 182 203 174 1139 HCM Lane V1C Ratio 0.02 0.185 0.375 0.156 0.012 HCM Control Delay (s) 11.7 - 29.2 33 29.5 8.2 HCM Lane LOS B - D D D A HCM 95th °/stile Q(veh) 0.1 - 0.7 1.6 0.5 0 2017.071 - Talbot Road Assisted Memory Care 1 1105/2017 2022 - WP 156 units MJJ (v10) Synchro 10 Light Report Page 1 \ \ CL e _ / � \ Z im f / U w k c I � \ e LO \ � � w �(D _ tf LL 73 CL c ILI 12 C)o \}{ \\( {®\ ƒ f\\ \} ■ \ ; : ■ m � , o \\\ u U 0 41 CD 41 0 0 \ \ } \ F— § e o §— _)( 2 ry ®E d 00- C m t= 0 d/ j % J r ; e Q \ @ f E [ ¥ u = a 'a Ekkk JJJ \j\ / � \ Z im f / U w k c I � \ e Q N Q t1 0 Q Ql Ir O m N Q L m �l t vi m L V 41 F- L O C. L E Ln U � 6 @ Q z im Aft w m WE - � � \\ - � � k / \\ cz 1:7 ƒ/ \ \ 65 C »M 0ca \ § § ) In 41) § ® } Ln W � �\ U @ � a \\ � U o , � \ \ � / \ } ® ( / t 0 c Cc o �/ca C E co 12 « } § _ ) L as U)J § \ a \ @ 2 [ { [ 0 o a / / 0. CL 0. * \ J J J J \ § Ch Z im f / U w \ O f m > < w % w RESOLUTION NO. 4293 CITY OF RENTON 6 2017 -- 2022 TRANSPORTATION IMPROVEMENT PROGRAM 351 1� s 123 17 1sI ..___. IL RESOLUTION NO. 4293 CITY OF RENTON 12017 -°- 2022 TRANSPORTATION IMPROVEMENT PROGRAM MAP INDEX TIP No. PROJECT TITLE 1 Street Overlay 2 Arterial Rehabilitation Program 3 Logan Avenue North Improvements 4 SW 27`h Street / Strander Blvd Connection S NF 3`d Street / NE 4"' Street Corridor Improvements 6 Duvall Avenue NF (NE 4th Street to Sunset Blvd NE) 7 Rainier Avenue South / North (Phase 4 --- South 3'6 Street to NW 3'd Place) 8 Connecting Downtown Renton Improvement Project 9 Park Avenue North Extension 10 116`h Avenue SE Improvements 11 Carr Road Improvements 12 NE Sunset Blvd (SR 900) Corridor Improvements 13 Sunset Area Green Connections 14 Oakesdale Avenue SW / Monster Road SW / 68th Avenue South to SR 900 15 South 7th Street (Rainier Avenue South to Talbot Road South) 16 South Grady Way (Talbot Road South to Rainier Avenue South) 17 Houser Way North (North 8" Street to Lake Washington Blvd) 18 Lake Washington Loop Trail 19 Lake to Sound (L2S) Trail 20 Walkway Program 21 Sidewalk Rehabilitation and Replacement Program 22 Maple Valley Highway Attenuator 23 Bridge Inspection and Repair Program 24 Roadway Safety and Guardrail Program 25 Intersection Safety and Mobility Program 26 Traffic Safety Program 27 Preservation of Traffic Operation Devices Program 28 Intelligent Transportation Systems (ITS) Program 29 Barrier -Free Transition Plan Implementation 30 Project Development and Pre -Design Program 31 Arterial Circulation Program 32 1% for the Arts Program 33 Lake Washington Blvd North (Park Avenue North to Gene Coulon Memorial Park) 34 Lind Avenue SE (SW 161'' Street to SW 43'a Street) 35 Sunset Lane / NE 101h Street Roadway Improvements 36 NE 31'Street Bridge Replacement 37 North 27'r' Place Culvert Scour Repair 38 Rainier Avenue North Corridor Improvements (Phase 5) 39 South Lake Washington Transit Stop 0) (A UJI z LJ CL x UJI u LLJ 4 0 Ix CL U. 0 li RESOLUTION NO. 4293 < C E: 0 m -ILI } IV U u u u U, J U U >- , ': -� -� � , 2, > C: c �5 CJ .0 aj aj V u u u li -r 7 0 0 C� C) (D �D 7 C7) CD C:� n m 5 . 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N 41 oA C a ra �n s&S N M CD C y O ' a d Li i0 :9 73 X33 a u a U CD (D v � a s ii ,x U LV !V I i III I .0 p O O LL j W 4P O C C N p O ® O ' P O N, N CD 0 N y Q1 u -a � � y CL a " = u o z Y ti u a ami } f'S RL N Ofi N N rn C - a v 7-6 w a w o p n y C C y U I G 21 f] L C Q II 4 C , D O o a m; m k0 ola: d P o m _ E C C U O b ai 0Nj�_. cn M,rii :N.CD m o � E O C f0 Ci � � Vi w V9 w P o � ra bc tIt Q] L w' a L L O E a1°i�' v ,n "° w x V1 Q C ry u'Wn CII C -12 V 7 b N ,J�n O w C � F G 41 ii U VV"f '�- {ry ❑ �` N �O. C C O C .L C) a _'� w m 3 _0 `"', -6 S Y_O P P a+ C µ u a � u i— O �C '_7 �� .. � L is r3 GZ,i ✓a O CCC 3 � � L C : = 2 S.. 7 d _.' C y V �O > b!]; C L W C i E i�! i/9 4 C L11 v L1 d C O C C �n -C N j 4 N iF] d L �. 0 u V 4 d W 4.4 C' U UIa- VI � LL l'7 C7 m!0- Imi Return to the Table of Contents City of Renton Fee Schedule 2017-2018 SECT10flAll. MTELOPMEATZ016 # 6. Impact Fees a. School Impact Fees: (i) Issaquah School District (1) Single Family Fee $4,635.00 $7,921.00 $7,921.00 (2) Multi Family, Duplex, & Accessory Dwelling Fee (ADU) $1,534.00 $2,386.00 $2,386,00 (ii) Kent School District (1) Single Family Fee $4,990.00 $5,100.00 $5,100.00 (2) Multi Family, Duplex, & Accessary Dwelling Fee (ADU) $2,163.00 $2,210.00 $2,210.00 (iii) Renton School District (1) Single Family Fee $5,643.00 $6,432.00 $6,432.00 (2) Multi Family, Duplex, & Accessory Dwelling Fee (ADU) $1,385.00 $1,448.00 $1,448.00 b. Transportation Impact Fees: (i) Light Industrial, per sq foot $3.69 $4.75 $4.75 (ii) Apartment, per dwelling &Accessory Dwelling Unit (ADG) $1,923.83 $3,358.55 $3,358.55 (iii) Church, per sq foot $1.70 $2.68 $2.68 (iv) Coffee/Donut Shop, no drive up, per sq foot N/A $110.55 $110.55 (v) Coffee/Donut Shop, with drive up, per sq foot N/A $116.12 $116.12 (vi) Condominium & Duplexes per dwelling $1,546.31 $2,822.61 $2,822.61 (vii) Convenience market - 24 hour, per sq foot $26.84 $110.91 $110.91 (viii) Daycare, per sq foot N/A $48.88 $48.88 (ix) Drinking Place, per sq foot N/A $30.77 $30.77 (x) Drive-in bank, per sq foot $17.26 $69.89 $69.89 (xi) Fast food, no drive -up, per sq foot $22.65 $70.93 $70.93 (xii) Fast food, with drive -up, per sq foot $27.66 $90.36 $90.36 (xiii) Gas station with convenience store, per pump $8,588,71 $32,656.54 $32,656.54 (xiv) Gas station, per pump $8,033.75 $43,661.15 $43,661.15 (xvi) General office, per sq foot $5.10 $7.29 $7.29 (xvii) Health/fitness club, per sq foot $6.85 $18.01 $18.01 (xviii) Hospital, per sq foot $3.02 $3.90 $3.90 (xix) Hotel, per room $1,957.79 $2,143.76 $2,143.76 (xx) Manufacturing, per sq foot $2.78 $3.58 $3.58 (xxvi) Marina, per boat berth $476.56 $1,143.34 $1,143.34 (x)d) Medical office, per sq foot $9.39 $16.47 $16.47 (xxii) Mini -warehouse, per sq foot $0.99 $1.29 $1.29 (xxiii) Mobile home, per dwelling $1,662.92 $3,215,64 $3,215.64 (xxiv) Motel, per room $1,555.62 $1,965.11 $1,965.11 (xxv) Movie theater, per sq foot $6.09 $321.57 $321.57 (xxvii) Nursing home, per bed $494.92893.23 $893.23 (xxvili) Restaurant: sit-down, per sq foot $11-58 $30.48 (xxix) Senior housing - attached, per dwelling $384.76 $1,464.90 $1,464.90 (xxx) Shopping center, per sq foot $3.33 $13.29 $13.29 (xxxi) Single family house, per dwelling $2,951.17 $5,430.85 $5,430.85 (xxxii) Supermarket, per sq foot $11,83 $32.91 $32.91 c. Park Impact Fees: (i} Single family $1,887.94 $2,740.07 $2,740.07 (i i) Multi -family: 2 units, Duplexes, & Accessory Swelling Unit (ADU) $1,532.56 $2,224.29 $2,224.29 (iii) Multi -family: 3 oro units $1,45852 $2,116.84 $2,116.84 (iv) Multi -family: 5 or more units $1,280.84 $1,858.95 $1,858.95 (v) MobOe home $1,340.06 $1,944.91 $1,944.91 d. Fire Impact Fees: (i) Residential - single family (detached dwellings & duplexes) $495.10 $718.56 $718.56 (ii) Residential - multi family &Accessory Dwelling Unit (ADU) $495.10 $718.56 $718.56 (iii) Hotel/motel/resort $0.65 $0.94 $0.94 (iv) Medical care facility $5.56 $8.04 $8.04 (v) Office $014 $0.21 $0.21 (vi) Medical/dental office $0.87 $1.26 $1.26 (vii) Retail $0.61 $0.88 $0.88 (viii) Leisure facilities $1.36 $1.98 $1.98 (ix) Restaurant/lounge $1.84 $2.67 $2.67 (x) Industrial/manufacturing $0.08 $0.12 $0.12 (x), Church/non-profit $0.25 $0,36 $0.36 (xii) Education $0.45 $0.66 $0.66 (xiii) Special public facilities $3.33 $4.83 $4.83 '(i) -(ii) is per unit *(iii)-(xiii) is per square foot 2017/2018 Fee Schedule 14 1