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TrafficAnalysis.pdf2-t,14.0 6 7 TABLE 1- VEHICULAR TRIP GENERATION EDMONDS APARTMENTS - EDMONDS SEPA - TRAFFIC IMPACT ANALYSIS WORKSHEET Time Period Size (X) TG Rate Enter % Enter Trips Exit % Exit Trips )artments (ITE LUC 220; 11- net new units) Weekday 111 6.65 1 50% 1 371 50% 1 371 73 AM peak hour 11 0.51 20% 1 80% 4 6 PM peak hour 11 0.62 65% 4 35% 2 7 T = trips, X - number of units A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering; inside the study site. The above trip generation values account for all the site trips made by all vehicles for all purposes, including commuter, visitor, recreation, and service and delivery vehicle trips. 2o4. 06cr City Edmonds Traffic IllaAn�alysis Worksheet, Name of Proposed Project: " V 14j)- e 6,' J Owner/Applicant Applicant Contact Person: ne 6 u rs 6w r'„ J* c , e°er,,(4 t' , Nam Street/Mailing Address Street/Mailing Address �ynn..� a pW ►Q eo ....._ 4-) City StatZip Ci ty S tate Zip Telephone: V2 S 2/0 - Sof'6 Telephone: ZO 6 • 5-s'o. ci 2S o� c- 206. =?v6. 6 r 2— a o e Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: THRESHOLD LEVELS OF ANALYSIS Contact Name E-mail: Project Traffic Levels I Sections to Complete I. Less than 25 peak -hour trips generated I 1 and 7 only (Worksheet/Checklist) II. More than 25 peak -hour trips generated PROJECT DESCRIPTION All sections a. Location -Street address: S�-- S a vicinity map and site plan.) b. Specify existing land use: 9 c. Specify proposed type and size of development: / 5 �e - _r ,�ei", ( 1. ".r (# of residential units andlor square footage of building) Revised on 6/24/10 E82 - Traffic Impact Analysis Worksheet Page 1 of 5 d. Date construction will begin and be completed: 20 e. Define proposed access locations: �m_ITITm fTEE ± T - s-4 f. Define proposed sight distance at site egress locations: 4, ec tf 1 Lam. SlC •0 X�r'� 1v/1"S�w t 2. TRIP GENERATION Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual. For independent fee calculations, the current edition of the ITE manual may be used. ADT = Average Daily Traffic PM Peak-hour trips (AM, noon or school peak may also apply as directed by the City Engineer) a. Existing Site Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT b. Proposed Project Trip Generation Table. PM Peak -Hour Trips Land Use Daily (ADT) IN OUT c. Net New Project Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Revised on 6124/10 E82 - Traff1c Impael Analysis Worksheet Page 2 of 5 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 pear -hour trips, the City Engineer reserves the right to require trip distribution to be determined through use of the City traffic model. 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level of Service (LOS) Analysis: Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of LOS Delays Land Use c. Describe channelization warrants: (Attach striping plan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 1 95% Existing Conditions Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants): f. Summarize local accident history2 (only required for access to principal and minor arterials): Available upon request at City of Edmonds Development Services Department 2 Available upon request at City of Edmonds Police Department Revised on 6/24/10 E82 - 7,gffrc Impact Analysis Works -heel Page 3 of5 5. TRAFFIC VOLUMES Provide the following and other planned development traffic within the city. I a. Describe existing ADT and peak -hour counts (less than two years old), including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). e. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and without project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE (LOS) ANALYSIS a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak -hour trips. Other City -planned developments must also be factored into the LOS calculations. Existing Conditions Year of Opening Five Years Beyond Change of Land Use LOS I I LOS Existing r II Delays With Project J I Without Project With Project J I Without Project b. Note any assumptions/variations to standard analysis default values and justifications: 1 A list of planned developments are available at the City upon request for public records Revised on 6124110 E82 - Trak Impact Analysis Worksheel Page 4 of 5 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. 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 ECDC 18.82.120 impact fee shall be used. ITE Land Use Category Per Unit Fee Rate New Use Z 2 v / ., r+ I T1 $ X Prior Use 2_7_0 Jr 1 { $ J"`Y�•�' X Units in square feet, Fee # of dwelling, vfp, etc. 5 $�Y Wy.6 New Use Fee: $ . Prior Use Fee: $ ' NEW DEVELOPMENT Units in ITE Land Use Category Per Unit square feet, Fee Rate # of dwelling, vfp, etc. New Use $ X El OTHER MITIGATION FEE RECOMMENDATION: S INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee) S TOTAL TRAFFIC IMPACT FEE $ City of Edmonds, Engineering Division Approval Date No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Revised on 6/24110 E82 - Traffic Impact Analysis Worksheet Page 5 q/'5 iy •U / A-1 V i t fi�g%g y(J h V} / f� Nf j- if / 7t /1/1 #s2 Cityof r onds °`',, Development Information TRAFFIC IMPACT ANALYSIS REQUIREMENTS Growth and development within the City creates additional demands and needs for public facilities. A proportionate share of the cost for these facilities shall be mitigated through the payment of traffic impact fees. Traffic impact fees are regulated under Edmonds Community Development Code (ECDC) Chapter 18.82. Trafl"ic impact fees shall be collected from any applicant seeking development approval from the city as provided in 18.82.030. This shall include, but is not limited to, the development of residential, commercial, retail, office, and industrial land, and includes the expansion or change of existing uses that create a demand for additional public facilities. Timing and calculation of fees. Impact fees shall be assessed based upon the road impact fee rates in effect at the time of issuance of the building permit, including but not limited to, change of use permit or remodel permit. In the event the development activity does not require a building permit, traffic impact fees will be assessed at the time of issuance of the business license. The 2009 -Impact Fee Rate Table (pg 3 of handout) shall be used to determine the applicable ITE Land Use Category and associated per unit impact fee rate.1 Calculating impact fees for a chane in use. For a change in use of an existing building or dwelling unit, including any alteration, expansion, replacement or new accessory building, the impact fee shall be the applicable impact fee for the ITE land use of the new use, less an amount equal to the applicable impact fee for the ITE land use of the prior use, established at the time the prior use was permitted. If the previous use was permitted prior to 9/12/04 (adoption of Ordinance 3516), the 2004 -Impact Fee Rate Table (pg 4 of handout) shall be used. Impact Fee for NEW use — Impact fee for PREVIOUS use = Impact fee Z Independent Fee Calcul,atiott: An Independent Fee Calculation may be submitted in accordance with ECDC 18.82.130 if none of the fee categories or fee amounts set forth in the 2009 -Impact Fee Rate Table describe or capture the impacts of a new development. Traffic, Impact Analysis Worksheet: Complete the Traffic Impact Analysis (TIA) Worksheet or prepare a traffic impact analysis report that complies with and addresses the City of Edmonds TIA Checklist. The TIA worksheet is attached to this handout and is available on line. Payment of fees. Impact fees shall be paid at the time of issuance of the building permit or city business license. Exemptions: ECDC 18.82.040 identifies particular development activities in which exemptions may apply. Please refer to this code section for additional information. The director shall make the final determination as to whether the exemption applies. Impact fee rates can also be referenced in 1n.CDC 18.811 M 2 No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. 9 $200 review fee required plias actual cost of outside, consultant review if required by City. Revised on 6/24/10 E82 - Thiflic Impact Analysis Page I of 4 PROJECT EXAMPLES Types of ` ro ects t,l'tat DO NOT trigger imllact fees: The following list is intended to provide examples of projects that are exempted from the payment of traffic impact fees as identified in ECDC 18.82.040. The examples provided do not involve a change in use and do not expand the usable space or add any residential units and therefore, do not create additional demand on the roadway system. Traffic impact fees will not be required as a condition of development approval for these types of projects. ❑ A project that involves demolition of one single family residential unit and replacement with one new single family residential unit on the same lot. ❑ A residential remodel that does not increase the number of residential units. ❑ A residential addition (e.g. garage, etc.) that does not increase the number of residential units. ❑ Decks, fences, retaining walls, etc. ❑ Accessory dwelling unit (ADU). (Approval of an ADU is regulated by the Edmonds Community Development Code, which limits the total number of individuals living at the property to one "family" as defined in the code) 'l es of ro'ects that DO trigger impact, fees: The following project examples do increase the number of residential units or involve commercial or other activity using the roadway system and therefore, do create additional demand on the roadway system. Traffic impact fees shall be required as a condition of development approval for these types of projects. ❑ Construction of a single family residence on a previously undeveloped, vacant or subdivided lot. ❑ Demolition of a single family residence and construction of a commercial, mixed-use or multi -family facility or duplex on the same property. ❑ A tenant improvement that changes the use from general office to medical office. ❑ Remodel of an existing multi -family building that increases the number of residential units. Note: This information should not be used as a substitute for City codes and regulations. The Edmonds Community Development Code (ECDC) may be viewed at waw w.ci.edmonds.wa,tas/codes.stit . The applicant is responsible for ensuring compliance with the fees and regulations that are applicable at the time of submittal. If you have a specific question about a certain aspect of your project, please contact the Engineering Division at 121 Fifth Avenue North, (425) 771-0220. Please note that other local, state, and/or federal permits or approvals may be required. Revised on 6124110 E82 - Traffic Impact Analysis Page 2 of 4 2009 - Impact Fee Rate Table t'dmonds Stroah; and Boards Impact Frye Roto 510dV TABLE +4 1MPAC:T FEE RATES (1) (2) (3) (4) (5) (6) .Trip ITE ITE Land Use Trip % New Length Net Neve 'Trips per Impact Fee Per Unil P Code Gateway Rater Tr,os; Factor- Unit of Measure $1,049.41 per Trip 110 light Industrlal 0.97 100% 1.47 1.43 1,000 sq ft 7.50 per square foot 140 Manufacturing 0.73 1006 1.47 1.07 1,000 sq ft 1.12 per square foot 151 Mini -warehouse 0.26 100% 1,47 0.38 1,000s q ft 0.40 Pers ware foot 710 Singly: farviily Flouse 1.01 100% 1.13 1.14 dwelling 1,196.33 per 6welling unit 220 Apartment 0.62 100%' 1.20 0.74 dwelling 776.56 per dwelling unit 230 Condnminlurn 0,52 100% 1.15 0.60 dweilino 629.65 per dwellintl unit 240 Mobile Home 0.59 100% 1,09 0.64 dwelling 671.62 per dwelling unit 251 Senior Housing 0.16 100% 0.93 0.15 dwelling 157.41 per dwelling unit 320 Wnel 0.47 100% 1.27 0.60 roam 629.65 oer room "4T0 Manna 0.15 100° 0.97 0.18 berth 168.89 per boat berth 444 Movie Theater 3.80 85%, 0.73 2.36 1,000 sq ft 2.48 per square foot !fie~ tip ithmitnears Club 3.53 1.00 2.65 1.000ysa ft 2-78 leer square foot M 530 lith schmi , 0.97 _75% 80%. W 1.00 IT 0.78 1,000 sq ft 0,82 per square foot 560 Church 0.55 100% 11.20 0.66 1,000 sq ft 0.69 per square foot p4)r aro Coater 12.48 75% 0.67 6.26 1,000 sq ft 6.57 ver suuave foot 620 Nursing Home 0.22 100194 0,87 0.19 bed 199,39 per bed 710 General Office 1.49 90% 1.47 1.97 1,000 sq ft 2.07 per square foot 720 Medical Office R_46 7596 1-40 3 6'3 1.000 sa ft 3.81 tier sauare fool Specialty Retail 0. 0 , 0.60 .8 0.®9 1,000 sq ft 0.93 per square foal 8814 20 Shopping � pP y 3.73 55% 0.53 1.28 1,000 sq ft 1.34 per square foot 850 Supermarket...._... 65% O..C7 .._.�..._.__.� 4,57 1.000 3ti ft 4.80 ver souart foot ._...... . ,.,.....�,._...� foot-, 852. Convenience mkt 852 y10S[) 34.57 .. ,..r._ 40% _ 0.40 5.53 1,000 sq ft 5.80 per square foot 15-16 hours 912 Dt)ve-in bank 25.82 5S% 0.47 6.67 1,000 sq ft 7.030 per square foot 932 Restaurant: sit- 11.15 55% 0.73 4.48 1,000,.;q ft 4.70 per square foot dawn , .mm -per ­_._..___ �.__. 933 Fast fnod� rw 26.15 50x16 0,67 t.......e_ 8.76 1,000 sq- ft 9.19 s tiara foo t drive -up 934 Fast food, w/ 33.f14 51% 0.62 10-70 1,000 sq ft 11.23 per square foot {drive -up 936 Coffee/Donut 40.75 20% 0.67 5.46 1,000 sq ft 5.73 per square font Shoo. no drive-uo 938 Coffee/Donut 75.00 2045 0.67 10.05 1,000 sq ft ' 10.55 por square foot Shop, drive -up, no indoor seating 945 Gas station 13,38 45% 0.53 3.19 vtp 3,347.62 per vfp' w/conver gencB 111k Inp Gonoration (8th Fdltion); 4.6 PM Peak Flour Trip Ends 1 Excludes posy -try Pips: see 'Trip Generation Handbook; An ITE Noposed 1lecornrnended Practice" (1988) "ltaltio to avorago trip Iongtl% s V pF vehle-10 Wo,",r1g pals,,,ilk')r) dorsan, Coity of Edmonds, Washington Young & October 29, 2009 Company EFFECTIVE 5/1/2010 Page 21 Revised on 6/24/10 E82 - Trak hnpact Analysis Page 3 of 4 2004 - Impact Fee Rate Table ITF Tr(r,') Oen(?rcifinn, (611) Fdltinrh): 4-6 PM P(-,,r,,jk I;Imjy Up Ends Excludes pass-t)y hlros: �,,Oe "MP Geneicition licindbook-, An 11f, hoposed Rr,4cornr-,)(,r1dP-d Piacticol, 0 9,9B) , Rutic to rjvoragp_ hip lencith, ',.,fp: vol-1cla fueling potmiort I . . . . . ........ iiendeison, City of Edrn-,)nds, Wmhlngton younc, & Apill 15, 200J EFFECTIVE 9/12/20,04 Page I a Revised on 6124110 E82 - Traffic Inipaci Analysis Page 4 of 4 (4) Trip 11E IIE Land I I sic. Trip 151,6 New V, Un� gth Net New Trips per Inipaut FL,3 Pei Unit $ Cork tsv�' ]-rips' �rom. factor' Unit o Measuiv. .. ....... 1 763.66 per Trip 116 1,19l7tindustrial 0.98 100% 1.59 1,56 1,000 Sri ft 1.113 #.vr square foot '1411 ManufacluHniq 0,74 100% 1.59 1.18 1,(100 sq ft 0.90 V.!I* square foot 1 S I Mini-walehouse 0?.G 100% 1.59 0,4 1 1,000 sq ft 0,32, 210 sir)Me larnity 1,171 100% 1,0191.10 dwelling g unit 840,72 per dwellin- House 7G° Al-in'tioplA OZ? 100% 1,1S 0.71 dwelling 544 49 i;,pat dwelling unit 230 Condominium 0.54 100% LIS 09.62 dwelli"(1 474.24 per dwelling unit 0, 1_0­61,�,I,�, 3.09 0.61 dwelling 466.14 per dwelling unit 310 Hotel O,fi 1 100% 1.25 0.76 room 5V.7_.9 per room 32,0 Motel0.47 100% 1 2S O.S9 room �14B.65 per room 420 Marina 0.19 100% 0.97 0.1 B berth 140,74 per boat berth 430 Gulf course 030 100% -1.00 0.30 acre 229.10 rer acre 444 Movie Tl,k(-,,atd?r 3.60 100% 0,77 ?34 1,000 su ft 136 to SOMim, fwl uet club 1.83 100% 0.97 1-78 1,000 nq ft 3.58 Fer square foot 5 310 High School 1.02 100% O.G2 0.63 1,000 sq ft 0.48 per square toot SGOChurch 0.66 100% 1.15 0-76 1.000 sa 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 hwric 0.20 30096 0.87 0.17 bed 132,98 per bed 710 Gvru-iA Office, 1,49 100% 1.59 237 1,000 �q ft 1.81 ppi, square fool- e6CM office 3.66 100% 1,50 5.49 1,000 sq f L 4.19 per square foot M Shoaping Center 3.14 BVA O.40 1.21 1,000 sq ft 0,93 per squarp fook 832 ponflul"Int: it 10.86 5 6% 1.06 f,.45 1,000 sq ft 4-92 per square foot -per 6-4,4 square foot dri-ye-up 634 Task food, w/ 3i 48 51% 0.62 10-59 1,000 S(I ft 8.08 Per square foot drive -Lill 844 Gas station 14.5 6 60% 0.53 4.63 D"Ing) 3,535.82 per vfp 845 Gas station 1338 47% 0.53 3,33 pump 2,545,26 per vfp' W/Convenlenco., 850 Supermarket 11.51 5 5 Olia 0,65 4.11 11.000 sq ft IT 4 Per square foot BSI Cornrenience 53,73 39% 0,40 8.38 1,000 sq ft 6.40 Per Square 1`00t market -24 hr IE gri.e in B -a i ik 5117 L S1% 0.47 11313 1,000 ft 10.03 per squart foot ITF Tr(r,') Oen(?rcifinn, (611) Fdltinrh): 4-6 PM P(-,,r,,jk I;Imjy Up Ends Excludes pass-t)y hlros: �,,Oe "MP Geneicition licindbook-, An 11f, hoposed Rr,4cornr-,)(,r1dP-d Piacticol, 0 9,9B) , Rutic to rjvoragp_ hip lencith, ',.,fp: vol-1cla fueling potmiort I . . . . . ........ iiendeison, City of Edrn-,)nds, Wmhlngton younc, & Apill 15, 200J EFFECTIVE 9/12/20,04 Page I a Revised on 6124110 E82 - Traffic Inipaci Analysis Page 4 of 4