Loading...
Approved Transportation Impact Fee Study (Bertrand - February 2024)a�-� I�Ylaad� %TEN W Transportation Engineering NorthWest MEMORANDUM DATE: February 14, 2024 TO: Jeanie McConnell City of Edmonds FROM: Chandler Waldal TENW SUBJECT: Trip Generation and Independent Transportation Impact Fee Edmonds Cooperative Preschool TENW Proiect No. 2024-013 This memorandum documents the trip generation estimate and independent transportation impact fee calculation completed for the proposed Edmonds Cooperative Preschoo/project in Edmonds, WA. Project Description Edmonds Cooperative Preschoo/was previously located at Alderwood Manor in Unincorporated Snohomish County out of a building owned by the Edmonds School District until August 2023. The school was in operation for the past forty years and is currently looking to relocate their business to Edmonds Presbyterian Church located at 22600 96'h Ave W in Edmonds, WA as shown in the Attachment A project vicinity map. The Edmonds Cooperative Preschool project would occupy approximately 861 square feet (SF) of classroom space located in the existing 5,990 square foot (SF) Edmonds Presbyterian Church building. The proposed preschool would operate on weekdays (Monday through Thursday) from 9:30 AM to 2:30 PM. On an average weekday, a maximum of two classes would be held at the Edmonds Cooperative Preschool— one morning class starting at 9:30 AM and one afternoon class starting at 12:00 PM. Each class would have an expected maximum enrollment of 10 families (14 students) and one employee. A maximum of two (2) employees are expected at the school on a typical weekday. On Fridays, the proposed preschool would operate from 9:30 AM to 12:00 PM, with one morning class starting at 9:30 AM. Vehicular access to/from the site would be provided along 96'h Ave W via the existing driveway that provides access to the Edmonds Presbyterian Church. No changes to the driveway location are proposed with the Edmonds Cooperative Preschoo/project. A preliminary site plan is included in Attachment B. Trip Generation Based on information provided by the applicant, the proposed Edmonds Cooperative Preschool is not consistent with a specific land use category established in the Institute of Transportation Engineers (ITE) Trip Generation ma n ua 1. The most comparable land use from the ITE Trip Generation manual is Day Care Center (LUC 565). However, the proposed Edmonds Cooperative Preschoo/is not consistent with typical day care center use because the premise of the Edmonds Cooperative Preschoo/is that approximately 50 percent of parents are anticipated to stay for the class and assist the teacher. Thus, only half of the students are dropped off/picked up, which is inconsistent with pick-up/drop-off patterns for a typical day care center. Additionally, the hours of operation Transportation Planning I Design j Traffic Impact & Operations 11400 SE 8rh Street, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool of the Edmonds Cooperative Preschoo/are such that the vehicle trips are expected to occur outside of the typical peak hours (7-9AM and 4-6PM). Therefore, project -specific information provided by the applicant was used to estimate the average weekday daily, AM, and PM peak hour trip generation associated with the project. Based on information provided by the applicant, Edmonds Cooperative Preschool is a primarily parent run and operated organization with classroom cleaning and setup performed by parents during school hours. There is no janitorial work or setup performed before 9:00 AM or after 3:00 PM. Edmonds Cooperative Preschool is supported by the FLED (Family Life Education Department) at Edmonds College which has other Cooperative preschools that successfully follow the same business model throughout Snohomish County. It is anticipated that the proposed Edmonds Cooperative Preschool project will operate with the same business model as prior years. To estimate trip generation for the proposed Edmonds Cooperative Preschool, the applicant provided detailed forecasts of anticipated arrivals and departures associated with the school based on an expected maximum enrollment of 10 families (14 students) and one teacher per class. A maximum of two (2) employees are expected at the school on a typical weekday, and the employees are expected to arrive/depart at similar times as the parents. Trip generation for employees and parents was calculated separately. The trip generation credit for the existing 861 SF of church use/classroom space that the Edmonds Cooperative Preschoo/would occupy was estimated based on the methodology documented in the current Institute of Transportation Engineers (ITE) Trip Generation Manual, 1 1 th Edition (202 1 ) for land use code (LUC) 560 (Church). The resulting net new weekday daily, AM, and PM peak hour trip generation for the proposed Edmonds Cooperative Preschool project is summarized in Table 1. Detailed trip generation calculations are included in Attachment C. Table 1 Trip Generation Summ Weekdav Time Period Net New Trips Generated In Out Total Daily 31 30 61 AM Peak Hour 0 0 0 PM Peak Hour 0 0 0 As shown in Table 1, the Edmonds Cooperative Preschool project is expected to result in 61 net new daily trips (31 entering, 30 exiting). Additionally, Edmonds Cooperative Preschool is not anticipated to generate any trips during the AM or PM peak hours. Trip Distribution The general distribution of trips generated by the proposed Edmonds Cooperative Preschool project was estimated based on anticipated travel patterns in the vicinity of the site. The preliminary trip distribution of vehicle trips to/from the project site is illustrated in Attachment D. Proposed Independent Transportation Impact Fee Calculation The proposed Edmonds Cooperative Preschool use is not consistent with any of the categories identified on the City of Edmonds current impact fee schedule. Therefore, the applicant is proposing to provide an independent transportation impact fee study as permitted by Edmonds City Code (ECC) 3.36.130. TEN W February 14, 2024 Page 2 Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool Given the proposed Edmonds Cooperative Preschool project is anticipated to generate 0 net new trips during the PM peak hour, the traffic impact fee is estimated to be $0 based on 0 net new PM peak hour trips (at a rate of $5,530.21 per trip). The Transportation Impact Analysis Worksheet prepared by TENW is included in Attachment E. Next Steps Since the project is not anticipated to generate any net new weekday AM or PM peak hour project trips, please confirm that a traffic impact analysis (TIA) will not be required and that no transportation impact fees will be required for the project. If you have any questions, please feel free to contact me at (760)-994-7376 or at chandler@tenw.com. cc: Rebecca Lyon, Family Life Education Diana Austin, Edmonds Cooperative Preschool Amy Wasserman, TENW TENW February 14, 2024 Page 3 Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool ATTACHMENT A Vicinity Map 4 41iAl- lw - Fi, �r r,F'�, �� ~' �'' _ I• _ .. i NI'lr F-, � CJtI.;HbJNHC�011 � 1 �` 'f- ■R 3 '�4't�+ jig 220th St SW wr�zot 'sa sy^2os s� • _. > �" � p +r � ��Pbi°J� ♦ of -R- .f „ �� IFj'1 ! �Y qL� ! '1 .�I _ �1 _JT' .. 9 ,�4•- . AW flit 1�.- f d r� 17i-,1 ��� •�iy . � Imo. � r � �: .S � Q # �-. .� •�, •� Fad 224th St SW Projec Site St SW- 'I� ♦ °� Owl �` a ' ra r1ET!<bf „f: 'Lit A yi % } .. �-j► 22$th S SW i�lor� Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool ATTACHMENT B Preliminary Site Plan E DOOR #G 3G" WIDTH 180 CAPACITY DOOR #5 3G" WIDTH 180 CAPACITY 0 E u DOOR # 1® 72" WIDTH 3GO CAPACITY 4IFW'N OF GE KITCHEN 1 O 5F ENTRY O 236 5F OGGP 2 OCGPS 223 SF RESTROOMS i FELLOWSHIP HALL q60 5F 65 OCCPS DOOR #4 3G" WIDTH 180 CAPACITY - i SANCTUARY OPE 108 OGGf LONGE5T EXIT PATH = — 1 12 FEET TOTAL EXIT PATH = —88 FEET SANCTUARY SEATING 1020 5F 114 OGCPS HALLWAY 450 5F OPEN COURT • • • ••••• • • r-- • • 7• TOTAL EXIT PATH C.P.O.T = • _ —80 FEET —33 FEET AGE 4 MEG SANCTUARY STAGE 212 5F 504 5F 35 OCCPS OGGUPANT GALGS AND EXITING PATHS 1/8" = 1'-0" • O O • STORAGE • 242 SF • � 10GGP • C.P.O.T i OFFICES "1 7 551 SF 4 OGCPS rr - / 41 5F CLASSROOM 1 445 SF 22 OCCPS TOTAL EXIT PATH _ -39 FEET DOOR #2 3G" WIDTH \ 180 CAPACITY ,r I 1 DOOR #3 3G" WIDTH TOTAL EXIT PATH 180 CAPACITY = —35 FEET CLASSROOM 2 416 SF 20 OCGPS EXITING ANALYSIS OCCUPANT LOAF (PER IBC SECTION 302 AND TABLE 1004.5) SEE OCCUPANT LOAD CALCULATION ON TH15 SHEET. MEANS OF EGRESS, SIZING (PER IBC SECTION 1005) SEE LIFE SAFETY AND EXITING PLANS ON TH15 SHEET. STAIRWAYS: .3" PER OCCUPANT DOORWAYS: .2" PER OCCUPANT 291 TOTAL OCCUPANTS = 55.2 INCHE5 OF DOOR WIDTH TOTAL 15 REQUIRED. EX15TING CONFIGURATION PROVIDE5 180 INCHES OF TOTAL WIDTH, THEREFORE 15 COMPLIANT. ARRANGEMENT OF EXITS PER IBC SECTION I OOG 5EE LIFE SAFETY t EXITING PLAN5 TH15 5HEET. PER IBC 908.5.1, FACILITIE5 HOU5ING MORE THAN 5 BUT LE55 THAN 100 CHILDREN UNDER AGE 2.5 YEAR5 THAT ARE LOCATED ON THE LEVEL OF EXIT D15CHARGE AND HAVE AN EXTERIOR DOOR ARE CLA551FIED A5 E OCCUPANIE5. TH15 PROJECT CONFORM5 WITH TH05E REQUIREMENTS. TRAVEL 171STANCES (PER IBC SECTION I OOG AND TABLE 1017.2) SEE LIFE SAFETY t EXITING PLANS TH15 SHEET. MAXIMUM COMMON PATH OF TRAVEL WITHOUT SPRINKLER SYSTEM OCC LOAD < 30 OCC LOAD > 30 A USE = 100 75 E USE = 75 75 MAXIMUM TRAVEL D15TANCE WITHOUT SPRINKLER 5Y5TEM At E USES = 200 FEET EX15TING CONFIGURATION COMPLIES WITH TH05E REQUIREMENTS, THEREFORE PROJECT 15 COMPLIANT. OCCUPANT LOAD CALCS LOADING ROOM SIZE AREA USE FACTOR OCCUP LOAD FELLOW5HIP HALL 9GO 5F A-3 15 G4 KITCHEN 23G 5F A-3 200 2 SANCTUARY OPEN SPACE 370 5F A-3 15 25 SANCTUARY SEATING 1020 5F A-3 FIXED SEATING 1 14 SANCTUARY STAGE 504 5F A-3 15 34 3090 5F 239 CL05ET 41 5E ACCE550KY 300 1 OFFICE 1 10 5F ACCE550KY 150 1 OFFICES 557 5F ACCE550KY 150 4 5TORAGE 242 5F ACCE550KY 300 1 5TORAGE * MECH 212 5F ACCE550KY 300 1 1 IGI 5F 8 CLA55ROOM 1 445 5F E 20 23 CLA55ROOM 2 41 G 5F E 20 21 5GO 5F 44 ENTRY 223 5F NON -OCCUPIED 0 HALLWAY 430 5F NON -OCCUPIED 0 RE5TROOM5 22G 5F NON -OCCUPIED 0 879 5F 0 5990 5F TOTAL OCCUPANTS = 291 PROJECT SUILDINS CODE ANALYSIS PROJECT NARRATIVE PROP05ED PROJECT 15 A CHANGE OF OCCUPANCY PERMIT TO RE -LOCATE A PRE-5CHOOL (E-U5E EDUCATIONAL) INTO AN EX15TING CHURCH (A-3 ASSEMBLY USE). THE PROP05ED PRE-5CHOOL WILL ACCEPT CHILDREN DOWN TO AGE TWO YEAR5, WITH A MAX OF 8 CHILDREN UNDER 2.5 YEARS AT ANY ONE TIME. THE EX15TING BUILDING HAS NO FIRE 5PRINKLER5 AND 15 OF A55UMED TYPE 513 CON5TRUCTION. THE BUILDING 15 HEATED BY A GA5 FORCED AIR FURNACE 5Y5TEM. APPLICATION OF I.E.S.G. REOUIRMENTS PER IEBC CHAPTER 3, TH15 PROJECT 15 FOR A CHANGE OF OCCUPANCY. PER IEBC 301.3.1, CHANGES OF OCCUPANCY MEETING IEBC CHAPTER 5 AND IFC ARE COMPLIANT. PER IEBC 302.3, OCCUPANCY CHANGES MUST MEET IBC, WITH IEBC TAKING PRECEDENT. WORK 15 PROP05ED UNDER IEBC CHAPTER 5 - PRESCRIPTIVE COMPLIANCE METHOD. THE EX15TING BUILDING ARRANGEMENT WITH THE PROP05ED CHANGE OF OCCUPANCY MEETS CURRENT IBC LIFE SAFETY REQUIREMENTS. 5EE CODE AND EXITING PLAN5 ON TH15 SHEET. PER IEBC 305.1, NO UPGRADE5 TO ACCE55113ILTY ARE PROP05ED OR REQUIRED. NO UPGRADES TO ELECTRICAL, MECHANICAL, OR ALARM 5Y5TEM5 ARE PROP05ED OR REQUIRED. APPLICATION OF I.S.G. REOUIRMENTS CLASSIFICATION OF PROPOSED OCCUPANCIES (PER IBC SECTION 302 AND TABLE 1004.5) PROJECT NAME: EDMOND5 CO-OP PRE5CHOOL INTO EDMOND5 PRE55YTERIAN CHURCH. PROJECT U5E5: A-3 A55EM13LY WITH NON -SEPARATED E USE. BUILDING AREA = 5990 5F BUILDING HEIGHT= ONE 5TORY, LE55 THAN 40' ALLOWABLE AREA PER IBC 5ECTION 504 t TABLE 504.3 USE CON5T TYPE 5PRINKLERED AREA ALLOWED A-3 513 NO G,000 E 513 NO 9,500 TH15 PROJECT COMPLIES WITH BOTH AREA LIMITS. ALLOWABLE AREA INCREASES NO AREA INCREASES ARE PROPOSED. ALLOWABLE HEIGHT $ STORIES PER IBC 5ECTION5 503; TABLE 504.3 * TABLE 504.4 USE CON5T TYPE HEIGHT IN FEET STORIES A-3 5B 40 ONE E 5B 40 ONE TH15 PROJECT COMPLIES WITH BOTH AREA LIMITS. ALLOWABLE HEIGHT INCREASES NO HEIGHT INCREASES PROP05ED MIXE7 OCCUPANCIES ANALYSIS PER IBC SECTION 508.3 NEW BUILDING CONFIGURATION CONTAINS MORE THAN ONE OCCUPANCY TYPE. AREA OF MIXED OCCUPANCIES: A-3 = 5049 5F E = 551 5F BOTH AREAS ARE LE55 THAN LIMITS OF TABLE 503, THEREFORE U5E NON-5EPARATED OCCUPANCIES. OCCUPANCY SEPARATIONS REQUIRED PER IBC TABLE 508.4 A-3 TO E = NO 5EPARATION REQUIRED 1 1 /3/2023 10: 1 5:55 AM IF THI5 GRAPHIC DOE5 NOT MEA5URE 2" 7 I1E DRAWING HA5 BEEN SCALED. 0 I 2 I 12404 REGISTERED ARCHITECT BRYAN H. SCHUTT STATE OF WASHINGTON ALL RIGHTS RESERVED BY BRYAN 5CHU77, ARCHITECT © DO NOT REPRODUCE WITHOUT 5FECIFIC PERMISSION BRYAN SCHUTT ARCHITECT Phone: 406.250A'165 www.BRYANSCHUTTARCH ITE:CT.com CHANGE OF USE APPLICATION FOR E;MON75 X -OP PRESCHOOL AT E7MON75 FRESBYTERIAN CHURCH 22600 g671­1 AYEUNE WEST E7MON75, WA Q5020 BUILDING GONE ANALYSIS Revisions: SUBMIT FOR BLDG. PERMIT Date: NOV 5, 2025 Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool ATTACHMENT C Trip Generation Calculations Edmonds Cooperative Preschool Weekday Trip Generation Summary ITE Trip Rate or Directional Distribution Trips Generated Land Use Units LUC Equation 2 In Out In Out Total Proposed Use: Edmonds Cooperative Preschool 3 861 GFA -- -- Parent Trips 50% 50% 32 32 64 Employee Trips 50% 50% 2 2 4 Subtotal 34 34 68 Existing Use: Church 861 GFA 560 7.60 50% 50% -3 -4 -7 Net New Daily Trips = 31 30 61 • Proposed Use: Edmonds Cooperative Preschool 3 861 GFA -- -- Parent Trips 50% 50% 0 0 0 Employee Trips 50% 50% 0 0 0 Subtotal 0 0 0 Existing Use: Church 861 GFA 560 0.32 62% 38% 0 0 0 Net New AM Peak Hour Trips = 0 0 0 Proposed Use: Edmonds Cooperative Preschool 3 861 GFA -- -- Parent Trips 50% 50% 0 0 0 Employee Trips 50% 50% 0 0 0 Subtotal 0 0 0 Existing Use: Church 861 GFA 560 0.49 44% 56% 0 0 0 Net New PM Peak Hour Trips = 0 0 0 Notes: ' GFA = Gross Floor Area. 2 Trip rate based on Institute of Transportation Engineers (ITE) Trip Generation Manual, 11 th Edition, 2021. 3 Edmonds Cooperative Preschool trip generation is estimated using an activity -based approach based on information provided by Applicant (see attachment). 2/13/2024 T E N W Edmonds Cooperative Preschool Trip Generation Forecasts - Average Weekday (M-Th) EMPLOYEE TRIPS I PARENT TRIPS TOTAL TRIPS Time Period Entering Exiting Total Entering Exiting Total Entering Exiting Total Hour Entering Exiting Total 5:00 - 5:30 0 0 0 5:30 - 6:00 0 0 0 5:00-6:00 AM 0 0 0 6:00 - 6:30 0 0 0 5:30-6:30 AM 0 0 0 6:30 - 7:00 0 0 0 6:00-7:00 AM 0 0 0 7:00 - 7:30 0 0 0 6:30-7:30 AM 0 0 0 7:30 - 8:00 0 0 0 7:00-8:00 AM 0 0 0 8:00 - 8:30 0 0 0 7:30-8:30 AM 0 0 0 8:30 - 9:00 0 0 0 8:00-9:00 AM 0 0 0 9:00 - 9:30 1 1 9 9 10 10 8:30-9:30 AM 10 0 10 9:30 - 10:00 0 1 5 6 1 5 6 9:00-10:00 AM 11 5 16 10:00 - 10:30 0 0 0 9:30-10:30 AM 1 5 6 10:30 - 11:00 0 0 0 10:00-11:00 AM 0 0 0 11:00 - 11:30 1 1 5 5 6 6 10:30-11:30 AM 6 0 6 11:30 - Noon 1 1 10 10 20 10 11 21 11:00-12:00 PM 16 11 27 12:00 - 12:30 0 7 7 7 7 11:30-12:30 PM 10 18 28 12:30 - 1:00 0 0 0 12:00-1:00 PM 0 7 7 1:00 - 1:30 0 0 0 12:30-1:30 PM 0 0 0 1:30 - 2:00 0 0 0 1:00-2:00 PM 0 0 0 2:00 - 2:30 0 7 7 7 7 1:30-2:30 PM 7 0 7 2:30 - 3:00 1 1 10 10 11 11 2:00-3:00 PM 7 11 18 3:00 - 3:30 0 0 0 2:30-3:30 PM 0 11 11 3:30 - 4:00 0 0 0 3:00-4:00 PM 0 0 0 4:00 - 4:30 0 0 0 3:30-4:30 PM 0 0 0 4:30 - 5:00 0 0 0 4:00-5:00 PM 0 0 0 5:00 - 5:30 0 0 0 4:30-5:30 PM 0 0 0 5:30 - 6:00 0 0 0 5:00-6:00 PM 0 0 0 6:00 - 6:30 0 0 0 5:30-6:30 PM 0 0 0 6:30 - 7:00 0 0 0 6:00-7:00 PM 0 0 0 TOTAL TRIPS 2 2 4 32 32 64 34 34 68 TRIP GENERATION SUMMARY EMPLOYEE TRIPS Entering Exiting Total PARENT TRIPS Entering Exiting Total TOTALTRIPS Entering Exiting Total Daily Trip Generation 2 2 4 32 32 64 34 34 68 AM Peak Hour 8:00-9:00AM 0 0 0 0 0 0 0 0 0 PM Peak Hour 4:00-5:00PM 0 0 0 0 0 0 0 0 0 IDT E N W 2/13/2024 Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool ATTACHMENT D Trip Distribution �Ni eFSt��y -Lw`°-�_• ; iFl.., ,;-s /i11= =� .Jr" ✓,rk ,z , • ,1� �,���...�' p '.,4 i t :fi. -f. 'R - 7iL sc ra. ➢. i -YY� it.F '1,�. _; r'n - �' 'j �'IF�s N "_ : - t7thIlk" Tr�p Distribution _ 009 �28E, 1 w 1 ? ' d(IJ � • � .� i—. _ � . 1. _ � � '' -, � irk -. f� � PINE'PAFiK dHl'_HEORH OQ ' r,`, k •• 'M'A, a= - - as � � �._ t 5) � 1. i � • _ ,�a '! _ � - -- • fir. .' '. lrn S ,t 220tn StSW �' '0� 'M i tr . _; ii r1 1 -' .. r-.- i 'mac an 1' Yr�1;[ '; y,--$_r'f� �,-♦ - _ er w F;+� 3�. 1 cam. � � ,` ♦�' - '' �' a► - rrti Site Projec Wst sw' _ ,,. i �,. fir; ` x�•'.,g,,. yr�.;, l:•; 10 228th St SW a .., 3 � f •1 J F• r � ! � f Let . ' �'�. :+, ��� �_ +...� � • 2 � 4r � !. _ • J Tom. -_ _ xr �i� ,,1+ w �t_a � � • Trip Generation and Independent Transportation Impact Fee Memo Edmonds Cooperative Preschool ATTACHMENT E Transportation Impact Analysis Worksheet av Ff)k APPENDIX A Page 1 of 2 a a< Transportation Impact Analysis Worksheet PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov Name of Proposed Project: Owner/Applicant Name Street/Mailing Address City State Zip Telephone: Applicant Contact Person: Name Street/Mailing Address City Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: 1. PROJECT DESCRIPTION a. Location - Street address: b. Specify existing land use: Contact Name E-mail: State Zip (Attach a vicinity map and site plan.) c. Specify proposed type and size of development: (# of residential units and/or square footage of building) d. Date construction will begin and be completed: e. Define proposed access locations: f. Define proposed sight distance at site egress locations: HANDOUT UPDATED 05.09.2023 APPENDIX A Page 2 of 2 2. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the attached Impact Fee Rate Tables and as identified in ECDC 3.36.125, except as otherwise provided for independent fee calculations in ECDC 3.36.130. Check the applicable box below and calculate the fees as necessary: ❑ NO CHANGE ❑ CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 impact fee rate shall be used. Units in ITE Land Use Category Per Unit Fee square feet, Rate # of dwelling, vfp, etc. New Use $ X = Prior Use $ X = Use Fee New Use Fee: $ - Prior Use Fee: $ = FEE DUE: $ 1 ❑ NEW DEVELOPMENT ITE Land Use Category Per Unit FeeRate New Use $ ❑ INDEPENDENT FEE CALCULATION X Units in square feet, # of dwelling, vfb. etc. Impact/Mitigation Fee: $ Independent Review Fee: $296.00 (+ peer review fee) 1 $ FEE DUE FEE DUE City of Edmonds, Engineering Division Approval Date 1 No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. HANDOUT UPDATED 05.09.2023 2017-2019 - Impact Fee Rate Table Fee 2017 2018 2019 and beyond ITE Land Use Code - Description Calculation (w/ $2,543.01 (w/ $4,036.61 (w/ $5,530.21 cost per trip)* cost per trip * cost er trip)* 110 - Light Industrial per sq. foot $3.64 $5.77 $7.91 140 - Manufacturing per sq. foot $2.72 $4.32 $5.92 151 - Mini -warehouse per sq. foot $0.97 $1.54 $2.10 210 - Single-family house per dwelling $2 873.60 $4,561.37 $6,249.14 unit 220 - Apartment per dwelling $1,881.83 $2,987.09 $4,092.36 unit 230 - Condominium per dwelling $1,525.81 $2,421.97 $3,318.13 unit 240 - Mobile home per dwelling $1,627.53 $2,583.43 $3,539.33 unit 251 - Senior Housing per dwelling $584.89 $928.42 $1,271.95 unit 320 - Motel per room $1,525.81 $2,421.97 $3,318.13 420 - Marina per boat berth $457.74 $726.59 $995.44 444 - Movie theater per screens $31,905.90 $50,645.37 $69,384.85 492 - Health/fitness club per sq. foot $6.74 $10.98 $14.66 530 - High school per sq. foot $1.98 $3.15 $4.31 560 - Church per sq. foot $1.68 $2.67 $3.65 565 - Day care center per sq. foot $15.77 $25.02 $34.29 620 - Nursing home per bed $483.17 $766.96 $1,050.74 710 - General office per sq. foot $5.01 $7.95 $10.89 720 - Medical office per sq. foot $9.54 $15.14 $20.74 820 - Shopping center per sq. foot $3.26 $5.17 $7.08 826 - Specialty retail per sq. foot $2.06 $3.27 $4.48 850 - Supermarket per sq. foot $10.50 $16.84 $22.84 850 - Convenience market 15-16hrs per sq. foot $14.07 $22.38 $30.58 912 - Drive-in bank per sq. foot $15.97 $25.41 $34.73 932 - Restaurant: sit-down per sq. foot $10.04 $15.95 $21.84 933 - Fast food, no drive -up per sq. foot $22.28 $35.36 $48.44 934 - Fast food with drive -up per sq. foot $26.24 $41.66 $57.07 936 - Coffee/donut shop, no drive- per sq. foot $13.88 $22.04 $30.19 u 938 - Coffee/donut shop, drive -up, per sq. foot $25.56 $40.37 $55.58 no indoor seating per vehicle 945 - Gas station with convenience fueling $6,916.99 $10,979.58 $15,042.18 position EFFECTIVE EFFECTIVE EFFECTIVE 1/1/2017 1/1/2018 1/1/2019 *Note: ITE Trip Generation (9th Edition) _> 4pm-6pm PM Peak Hour Trip Ends HANDOUT UPDATED 05.09.2023 2009 - Impact Fee Rate Table EdMOPdS stre8 15 Ond J?00dS IMPaCl r@@ rOGtO sfUdr TABLE 4 IMPACT FEE PATES (1) (2) 0) (4) (5) (6) Trip ITE ITE Land tine Trip % New Length . e-1 New Trips per knpact Fee Per Emit @ Code c2iegw Rate' Trips' NO m ` Unit of Measure $1 049,41 perTrip 110 Light lndustrial 0.97 100% 1,47 1,43 1,000 sq ft 1.50 per square Foot 140 Manufacturing 0.73 100% 1.47 1.07 1,000 sq ft 1.12 per square Foot 151 Mimi -warehouse 0.26 100% 1.47 0,38 1,000 sq ft 0.40 per square foot 210 Single family House 1.01 100% 1.13 1,14 durelling 10196.33 per dwelling unit 220 Aportment 0.62 100% 1,20 0,74 dwelling 776.56 per dwelling unit 230 raondomilllurxl 0.52 100% 1,15 0,60 dwelling 629.65 per dwelling unit 240 Mobile Home 0.59 100% 1.09 0.54 dwelling 671.62 per dwelling unit 251 Senior Housing 0.16 10M 0.93 0,15 dwelling 157.41 per dwelling unit 320 Motel 0.47 100% 1.27 4,50 room 629.65 per room 420 Marina 0.19 100% 0,97 0,18 berth 188.89 per boat berth 444 Movie Theater 3.80 05% 0.73 L36 1,000 sq ft 2.48 per square foot 492 Health/PitnesClub 3.53 75% 1,00 2.65 1,000 Sq Ft 2,78 persquare foot 530 High School 0,97 80% 1,00 0,78 1,000 sq ft 0.82 per square foot 560 Church 0.55 100" 1.R0 0.66 1,000 sq Ft 0,69 per square foot 565 Day Care Center 12.46 7S% O.67 6,26 1,000sol ft 6,57 persquare foot 520 Nl.ri rig Ilu-ne 0.22 100% 0.87 0.19 bed 199,39 per bed 710 Gerler;d Cifire 1.49 90% 1.47 1.97 1 p006 sq ft 2,07 por square foot 720 McScd Office 3.46 2.71 75% 55% 1.40 0.60 3.63 1,000 &q ft 0,89 1 ,+.7('o sq it 3,81 persquare foot $14 Specialty notail 0,03 per Square foot 820 Shopping Center 3.73 6S% M3 1.28 sq ft 1,34 per square foot 850 Supermarket 10.50 65% 0.67 4,57 1 - 000 gg ft 4.80 persquare foot 852 Convenience mkt 34.57 4Q% 0.40 5.53 1,000 sq ft 5-60 per square foot 15-16 hours 912 Drive-in bank Z5.62 55% 0.47 6.67 1,000 sq ft 7.W per square foot 932 Restaurant, sit- 11,15 55% 0,73 4.43 1,000 sq ft 4.70 per square foot dowry 9,19 per square foot 933 FaaL toodr no _ 26.1 S SO% 0,67 8.76 1,000 sq ft drive -up 934 Fast food, w! 33,84 51% 0,62 10.70 1,000 sq ft 11,23 per square foot drive -up 936 Coffes/Donut 40,75 20% 0.67 5.46 1,000 sq ft 5.73 per square foot Shop. rio drive -up I 938 Coffee/Donut 75,00 20% 0667 10.05 1,400 sq ft M0 5 per square foot Shop, drive -up, no indoor seating 945 Gas station 13-38 455,i 7.53 3.1 9 vfD 3,347.62 per vfp' wlconvenience ITE Trip Generation (Sth Editlon); 4-6 PM Ptak Hour Trip Ends a Excludes brass -toy trips; see `Trip G-eneratlon Handbook; An ITE Proposed Pecommended Proc."CS" (1988) Ra'ic, I i) Overage trip leng#h, s vfp: vehlcle fueing positlon HOnM*Orl, City ofEdmonds, Washington Young & October 29r 2009 Connpany EFFECTIVE 5/1/2010 Page 21 HANDOUT UPDATED 05.09.2023 2004 - Impact Fee Rate Tab:l:e::] ECffnonds (toad rmperc f Fee Rate Stady TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip iTE ITE Land Vse Trip % New length Piet New Trips Per impact Fee Per Unit 0 $ Code Category Rate' Tri s5 Factor' Unit of Measure 763.66 per Trip 110 Light Industrial 0.98 10094 1,59 1,5E TWO sq ft 1.19 per square foot 140 Manufacturing 0.74 10()% 1.59 1,16 1 J)00 sq ft 0.90 per square foot 151 Hine -warehouse 0.26 100% 139 0.41 1,000 sct ft 0.32 Par Square foot 210 Single family 1,01 100% 1.08 1.10 dwelling 840.72 per dwelling unit House 220 Apartment 0.62 100% 1.15 0.71 dwelling 544.49 per dwelling unit 230 Condominium 0.54 100% 1.1 5 0.62 dwelling 474,Z4 per dwelling unit 240 Mobile Home O.S6 100% 1.09 0.61 dwelling 466,14 per dwelling unit 310 ROW 0,61 100% 1,25 0,76 roam 582.29 per room 320 Motel 0.47 100% 1.25 0.59 room 448.65 per room 420 Marina 0,19 100% 0,97 0.18 berth 140.74 per boat berth 430 Golf course 0.30 100% 1.00 0.30 acre 229.10 Fer acre 444 klovle Theater 3.80 100% 0.72 2.74 1,000 sq ft 1.36 rer square foot 492 Racquet club 1.83 100% 0.97 1.78 1,000 sq ft 3.58 Fer square foot 530 High School 1.02 100% 0.62 0.63 1,000 sq ft 0.48 per square foal EGO Church 0,65 100% 1.15 0.76 1,000 sq ft 0.58 per square foot 610 Hospital 0.92 100% 1.56 1.44 1,000 sq ft 1.10 per square foot 620 Nursing home 0.20 100% 0.87 0.17 bed 132,88 per bed 710 General Office 1.49 100% 1.59 2,37 1 00Osq ft 1.81 per square foot 720 r4nical office 3,66 100% 1,50 5.49 1,000 scr ft 4,19 per square foot 820 Sho aping Center 3.74 81 % 0.40 1.21 1,000 sq ft 0.93 per square foot 832 Restaurant: sit- 10.86 1 56% 1,06 6,45 1,000 sq ft 4.92 per square foot don a33 Fast food, no 26.15 52% G.62 8.43 1,000 sq ft 6.44 per square foot drive -up S34 Fast food, wl 33,48 51 % 0,62 10.59 1,000 sq ft 5,0a per square foot drive -up 844 Gas station 14.55 60% 0-53 4.63 purnp 3 535.82 per of 845 Gas station 13.38 47% 0.53 3.33 pump 2,545,26 per vfps *+!convenience 850 Supermarket 11.51 55% 0,65 4.11 1.000 sq ft 3.14 per square foot 8S1 Convenience 53.73 39% 0,40 8.3S 1,000 sq ft 6.40 per square toot market-24 1ir 917 DrK-e-In Bank 5 4.7 7 51%j 0.47 13A 3 1,000 sq ft 10.03 per square foot { ITE Trip Gienerotion (bth Edition): 4-6 PM Peak Hour Trlp Ends a EXCIUCies pass -ley frlrrs: see "Trlp Gener0110n Hcrridhook: An FT Proposed Recommended Pracflc�e' (1968) ' Rciio to- average trip length. vfp: v&lcle fueling positlon Henderson. Y4uric & compony EFFECTIVE 9/12/2004 CIty of Edmands. Woshlrrgtori April 15, 2003 Page 1 f3 HANDOUT UPDATED 05.09.2023