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HomeMy WebLinkAbout20260205_PJA26-0095_TIA Kimley>>> Horn �-F c pF W As�Ir� MEMORANDUM co �0 To: Thad Newport, City of Arlington b From: Chun-hao (Howard) Chen, P.E. 50 Annie Bone 5 iSTs �, G _ Kimley-Horn and Associates, Inc. SIGNAL Date: January 12, 2026 1/12/2026 Subject: Tacos Tecalitlan — Trip Generation Memo Kimley-Horn and Associates, Inc. (Kimley-Horn) has been retained to provide a Trip Generation Memorandum that summarizes the trip generation and traffic impact fees anticipated for the proposed Tacos Tecalitlan Development (Development) in the City of Arlington (City). The Development is located on the east side of 51s' Avenue NE, south of 168t" Street NE. The site is currently vacant. A site vicinity map is shown in Figure 1 and a site plan has been provided in Appendix A. Figure 1: Site Vicinity Map N NOT tOKALE t rIN f rilll Al 7. C►•� $. ', �.M� � '.firs,tyY I� Y.y4. JV ( �+ yf • • 2828 Colby Tecafiflan Kim l ey>>> H o r n Tacos KH 090225141225141 Page 2 1. TRIP GENERATION The Development is proposed to construct a 3,440 square-foot (SF) restaurant with indoor and outdoor seating areas. The trip generation calculations were performed using the average rates published in the Institute of Transportation Engineers (ITE) (2025) Trip Generation Manual, 12t" Edition. The average trip generation rates for ITE Land Use Code (LUC) 932, High-Turnover (Sit-Down) Restaurant were used for the calculations. The trip generation calculations for the proposed 3,440 SF restaurant are summarized in Table 1. Table 1: Trip Generation Summary 3,440 SF Average Daily Trips High Turn Over AM Peak Hour • • Trips (Sit-Down) Total Generation Rate 103.75 trips per 1,000 SF 8.97 trips per 1,000 SF 9.18 trips per 1,000 SF Splits 50% 50% 100% 55% 45% 100% 61% 39% 100% Total Trips 178.45 178.45 356.90 16.97 13.89 30.86 19.26 12.32 31.58 Pass-By Trips -76.73 -76.74 -153.47 -0.00 -0.00 -0.00 -8.28 -5.30 -13.58 Net New Trips 101.72 101.71 203.43 16.97 13.89 30.86 10.98 7.02 18.00 The Development is anticipated to generate approximately 203 new ADTs with approximately 31 new AM peak hour trips and approximately 18 new PM peak hour trips after credit has been applied. The trip generation calculations are provided in Appendix B. 2. TRIP DISTRIBUTION The trip distribution for the Development is based on prior projects in the site vicinity and local draw areas. The anticipated trip distribution is: • 50% to and from the west along State Route (SR) 531 ■ 35% to and from the west along SR 531 ■ 15% to and from the north along Smokey Pointe Boulevard • 25% to and from the south along 51 st Avenue NE 10% to and from the south along 51 st Avenue NE ■ 8% to and from the west along 152nd Street NE 0 7% to and from the east along 152nd Street NE Tecalitlan Kim l ey>>> H o r n Tacos KH 090225141225141 Page 3 20% to and from the east along SR 531 8% to and from the north along 67t" Avenue NE 7% to and from the east along SR 531 5% to and from the north along 59t" Avenue NE A detailed trip distribution is included in Figure 2 for the PM peak hour. 3. TRANSPORTATION IMPACT FEES 3.1. City of Arlington The City currently has an Impact and Mitigation Fee Schedule that notes a traffic impact fee of$3,355.00 per PM peak hour trip. The Development is anticipated to generate 18 PM peak hour trips. These trips result in City traffic impact fees of$60,390.00. It is important to note that City traffic impact fees do not vest to the time of application. It is possible that the City impact fees will increase between the time of this report and when the traffic impact fees are required to be paid. 3.2. Snohomish County The City has an interlocal agreement with Snohomish County (County) that provides for mitigation payments for impacts to County improvement projects. County fees are based on impacts to improvement projects included in the Transportation Needs Report (TNR). There are not any County projects on the TNR that will be impacted by three directional PM peak hour trips generated by the Development. County traffic mitigation fees should therefore not be a condition of approval for the Development. 3.3. Washington State Department of Transportation Washington State Department of Transportation (WSDOT) improvement projects and their associated fees are based on the most recent Exhibit C list, which is part of the interlocal agreement between the County and WSDOT and included in Appendix C. City developments are required to pay for WSDOT improvement projects on the Exhibit C list impacted with 10 or more PM peak hour trips that are not fully funded with state tax dollars. The improvements for the intersections of SR-531 at 51 st Avenue NE and at 59th Avenue NE are covered under DOT-05—SR-531, 43rd Avenue NE to 67th Avenue NE, which have already been fully funded as part of Connecting Washington. WSDOT has not updated the Exhibit C list to reflect the funding of this improvement project. The interlocal agreement between the County and WSDOT identifies that developments are not required to pay for impacts to improvement Colby2828 00 Everett, WA 98201 �: Tecalitlan Kim l ey>>> H o r n Tacos KH 090225141225141 Page 4 projects that have been fully funded. WSDOT traffic mitigation fees should therefore not be a condition of the development. Colby2828 00 Everett, WA 98201 �: r1 N NOT TO SCALE ' , �^ 1A� 7 z� I 531 I 1 _ ♦ p ������7� 111 1 __ I - - - - - - - ---- � ' - - - - - - - - - - - - - 1--7-2ND-STREET=NE - - - i - - - W _ � � >� Q o ' I a n IL m � Z © W F � Z N I TQ O I T I n I i 9 I N Z W Z f 14--10 152ND STREET NE : ' - - - - -'- - - - - L--EVIN=ROAD- - - - -. 152ND STREET NE Trip Distribution % � Inbound Trip Path y�l Development Site •--)o. Outbound Trip Path Outbound .. D Inbound Trips � Trips �I FIGURE 2- DEVELOPMENT TRIP DISTRIBUTION - PM PEAK-HOUR Kimley>>> Horn TACOS TECALITLAN - CITY OF ARLINGTON, WA (KH 090225141) Kimley >>> Horn APPENDIX A SITE PLAN rr w— w�— w — N w— w— LONCHOUSE TRAIL LANE O 20 vV „ I — w a I PERF PERF PERF 1 _ PE F ERF C SCALE. "-20' 18 NORTH Sound Development Grow PO IMN I ,� Td as 113 SHWr a LEGEND a a a NOM9s.b , 5� �PLAN `a a —————— EXISTING RIGHT OF WAY LINE w w w w a -- EXISTING PROPERTY LINE 5 0 — EXIST/PROP POWERLINE PERF S� I ° 0 4 W EXIST/PROP WATERLINE CALL 48 HOURS COVERED PATIO W/3' FENCE 28 39 BEFORE YOU DIG 14 i 65 a EXIST/PROP SEWER 1.8004245555 42" CATE SD EXIST/PROP STORMLINE ° c PERF EXIST/PROP PERF. STORMLINE m A ' - PROPOSED FENCELINE 25.0 i 25.0' 54.0' � Z SS I o EXIST/PROP CONCRETE O EXIST/PROP ASPH ° EXIST/PROP PERMEABLE ASPH J 17.0' - TACOS TECALITLAN 1 4 • EXIST/PROP CLEANOUT Cie of 9.0, 9.0' a 3,440 SF FOOTPRINT c u, 09 A zl -- I ■ EXIST/PROP CB 0 � O � ad U) '' 9.0' $i 9 0' o EXIST/PROP FIRE HYDRANT a Z u ¢i EXIST/PROP WATER METFR O Ni a 5.0' >„ I m c Q I O c 5.0' WALK 98.0' 6.0' S Z i GAPS Z .. 50 US 19.0' Uw C,i LLI ' ° LOT Z oLLI m I W N , Q V rr l Q � >i w Q i 17.0' a Z zi V) J N 3 m ` 15.3' �j I 14.0' ►� N 8.0' C 25.0' �PSS a a i G a , DUMPSTER o PAD i 5 0 c/) 16.0' -- 24.0' car 27 PERF PERF 2 C 53 C C C Q O� p T 9.8' 66 19' 68 Iv SCALE AS NOTE[N N DRAWN BY: TZEMPE PE Q DESIGNED BY: DATE 10.162 — — _ JOB NUMBER 18p9 — — DWG NAME 1A696.TAOOBASEDWI SHEET NUMBER 1 OF 1 Kimley >>> Horn APPENDIX B TRIP GENERATION Taco Tecalitlan KH 090225141 Full Build ADT Trip Generation Calculations P DIRECTIONAL BASELINE TRIPS MEW EXTERNAL TRIP GENERATION CHARACTERISTICS DISTRIBUTION CAPTURE EHICLE TRIPS Land Use+Code I Source ITE LUC I Scale I ITE Unit I Equation/Rate I Entering% Exiting% In Out Total Rate PB Trips Net New In Out Total 1 1 (932)High-Turnover(Sit-Down)Restaurant I ITE 12th Ed 932 13.44 1 KSF IT= 103.75(X)1 50% 1 50% 178.45 178.45 356.90 43% 153.47 101.72 101.71 203.43 Total: 178.45 178.45 356.90 43% 153.47 101.72 101.71 203.43 Full Build AM Peak Hour Trip Generation Calculations PDIRECTIONAL BASELINE TRIPS NEW EXTERNAL ��TRIP GENERATION CHARACTERISTICS DISTRIBUTION 16;EHICLE TRIPS Land Use+Code I Source I ITE LUC Scale ITE Unit Equation/Rate Entering% Exiting% In Out Total Rate PB Trips Net New In Out Total 1 (932)High-Turnover(Sit-Down)Restaurant ITE 12th Ed 932 3.44 KSF T=8.97(X) 55% 45% 16.97 13.89 30.86 0% 0.00 16.97 13.89 30.86 Total: 16.97 13.89 30.86 0% 0.00 16.97 13.89 30.86 Full Build PM Peak Hour Trip Generation Calculations P DIRECTIONAL E��� PASS-BY 016;NEW EXTERNAL ��TRIP GENERATION CHARACTERISTICS DISTRIBUTION E CAPTURE EHICLE TRIPS Land Use+Code Source ITE LUC Scale ITE Unit Equation/Rate Entering% Exiting% In Out Total Rate PB Trips Net New In Out Total 1 (932)High-Turnover(Sit-Down)Restaurant ITE 12th Ed 932 3.44 KSF T=9.18(X) 61% 39% 19.26 12.32 31.58 43% 13.58 10.98 7.02 18.00 Total7 19.26 12.32 31.58 43% 13.58 1 10.98 7.02 1 18.00 B - 1 Kimley >>> Horn APPENDIX C WSDOT EXHIBIT C EXHIBIT "C" 2009 LIST OF PROGRAMED WSDOT PROJECTS IN SNOHOMISH COUNTY AS OF Nov. 2008 TOTAL TRUE Proportionate Design/ CAPA- RESERVE CONTRI- 50%TRIP Share Per County Construction Total Cost CITY PRESENT CAPACITY BUTION END TAX Development ID# TSA SR MP1 MP2 Title/Description year (M) (ADT) VOLUME (ADT) PER ADT DEDUCTION DEDUCTION Generated ADT DOT-11 D 5 186.42 186.42 128th ST SW Interchange- 2014 $13.30 99,000 65,000 34,000 $391.18 $195.15 $40.98 $154.17 Construct Loop Ramps/ HOV Bypass DOT-01 A 5 205.85 205.85 172nd Street NE (SR 531) 2009 $41.00 90,000 34,900 55,100 $744.10 $372.05 $63.25 $308.80 Interchange improvements, SB loop ramp, bridge widening 212th Street SE to 176th Street 2011 $80.80 54,000 21,000 33,000 2,448.48 $1,224.24 $183.64 $1,040.60 DOT-30 E 9 1.66 4.04 SE, widen to 5 lanes Lundeen Parkway to SR-92, 2009 $38.90 54,000 24,000 30,000 $1,296.67 $648.34 $123.18 $525.16 Widen to 4 lanes & RT-LT DOT-56 B 9 16.48 17.49lanes 2011 $2.95 54,000 36,000 18,000 $163.89 $81.95 $13.91 $67.94 SR-9 at 60th Street NE, add LT DOT-37 B 9 17.96 17.96 & RT lanes at Tee intersection DOT-22 A 9 18.88 19.46 SR 9/SR 528 Intersection 2010 $17.13 54,000 36,000 18,000 $951.67 $475.83 $80.89 $394.94 improvements, Signal & Channelization SR-9/84th Street NE 2011 $17.13 54,000 12,000 42,000 $407.88 $203.93 $55.06 $148.87 intersection improvements, LT DOT-57 A 9 20.51 20.59 & RT lanes SR-9/SR-531/172nd St. NE 2011 $15.60 54,000 11,000 43,000 $362.80 $181.40 $45.87 $135.53 intersection improvement, DOT-58 A 9 26.00 26.09 Roundabout DOT-33 B 92 1.46 1.46 SR-92 at 113th Avenue NE, 2009 $2.36 54,000 19,600 34,000 $68.60 $34.30 $6.52 $27.78 Roundabout DOT-31 B 92 1.73 1.73 SR-92 at Callow/Grade Road, 2009 $1.90 54,000 19,600 34,400 $55.24 $27.62 $5.25 $22.37 turn lanes to SR-92 SR-203 at North High 2009 $3.34 18,000 13,000 5,000 $688.00 $344.00 $73.48 $270.52 Rock/Tualco Roads, Re-align cross street for I/S and add LT DOT-46 C 203 22.36 22.38 & RT lanes on SR-203 DOT-36 C 203 23.01 23.01 Ben Howard Rd channelization, 2009 $1.07 54,000 13,000 41,000 $26.10 $13.05 $2.87 $10.18 LT lanes on SR-203 DOT-16 E 522 13.82 16.61 Paradise Lake Road I/C, Stage 2010 $27.95 81,000 48,000 33,000 $847.03 $423.52 $63.53 $359.99 3, new interchange DOT-17 E 522 16.80 20.41 Paradise Lake Road to 2009 $33.48 80,000 21,900 58,100 $576.25 $288.13 $43.22 $244.91 Snohomish River, Bridge, Stage 2, widen to 4 lanes DOT-28 C 522 20.50 24.68 Snohomish River Bridge to SR 2010 $171.98 80,000 20,000 60,000 $2,866.33 $1,433.17 $315.30 $1,117.87 2, widen to 4 lanes WSDOT/COUNTY ILA Amendment#4 PAGE 1 OF 2 WSDOT Exhibit"C" Revised Calcs Nov. 2008 C - 1 EXHIBIT "C" 2009 LIST OF PROGRAMED WSDOT PROJECTS IN SNOHOMISH COUNTY AS OF Nov. 2008 TOTAL TRUE Proportionate Design/ CAPA- RESERVE CONTRI- 50% TRIP Share Per County Construction Total Cost CITY PRESENT CAPACITY BUTION END TAX Development ID# TSA SR MP1 MP2 Title/Description year (M) (ADT) VOLUME (ADT) PER ADT DEDUCTION DEDUCTION Generated ADT DOT-19 F 524 5.87 9.50 24th Avenue SE to 1-405, widen 2012 $33.34 54,000 15,300 38,700 $861.50 $430.75 $77.54 $353.21 to 5 Lanes DOT-20 F 524 5.87 9.50 1-405 to Royal Ann Road, widen 2011 $71.06 54,000 15,300 38,700 $1,836.18 $918.09 $165.26 $752.83 to 5 Lanes Larch Way intersection, LT 2009 $2.59 54,000 15,300 38,700 $66.93 $33.47 $5.02 $28.45 DOT-60 E 524 6.79 6.79 lanes, signal SR-525/88th St. SW 2011 $3.70 25,700 17,000 8,700 $425.29 $212.64 $89.31 $123.33 intersection improvements, DOT-59 D 525 6.25 6.25 NBRT, NBLT&SBLT 2011 $8.00 18,000 10,000 8,000 $1,000.00 $500.00 $85.00 $415.00 DOT-49 A 530 17.30 17.30 SR-530 at Old 99, Roundabout 211th Place NE, Intersection 2011 $6.10 24,000 15,000 9,000 $677.78 $338.89 $57.61 $281.28 DOT-62 A 530 19.71 19.71 Roundabout SR-531/Jct. Freestad Road 2011 $1.55 18,000 7,900 10,100 $140.14 $70.07 $11.92 $58.15 DOT-52 A 531 1.95 2.25 Intersection, LT lanes DOT-05 A 531 7.00 8.59 43rd Ave. NE to 67th Ave. NE, 2014 $20.78 54,000 11,000 43,000 $483.14 $241.57 $41.07 $200.50 NE, Widen to 5 lanes (Arlington) 270th St. NW Vic. To 72nd 2009 $19.00 54,000 16,000 38,000 500 $250.00 $28.75 $221.25 Ave. NW, EB Climbing Lane, intersection improvements & DOT-53 A 532 5.25 5.90 signal. 2010 $22.40 54,000 17,000 37,000 $605.41 $302.70 $33.75 $268.95 64th Ave. NW to 12th Ave. DOT-54 A 532 6.45 9.79 NW, Climbing lane & LT Lanes TAX DEDUCTIONS TSA A= 17% TSA B = 19% TSA C = 22% TSA D =21% TSA E = 15% TSA F = 18% WSDOT/COUNTY ILA Amendment#4 PAGE 2 OF 2 WSDOT Exhibit"C" Revised Calcs Nov. 2008 C - 2