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bld20100485-Dr. Kitts-TIA.pdfCity of Edmonds Traffic Impact Analysis Worksheet Name of Proposed PrRiect: tch"L CFFI Of" M6, VAT(151 W5 0 Telephone Telephone: 200.15-/va.02-M Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Contact Marne Firm Name im 11. More than 25 peak -hour trips generated I All sections 1. PROJECT DESCRIPTION a. Location -Street address a vicinity map, and site plan.) Revised an 6124110 E82 - Traffic Impacl Ana�ysis Worksheet Page 1 of'5 d. Date construction will begin and be completed: 16 (o -St e. Define proposed access locations: NUAN aim SPACE jS�Vl,�jsT.��,Nc� ONLY. f. Define proposed sight distance at site egress locations: tRMWA OT WbEj> _FW -M TEA41l .� 2. TRIP GENERATION — N/,4 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: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT b. Proposed Project Trip Generation Table: Land Use PM Peak -Hour Daily (ADT) IN Trips OUT c. Net New Project Trip Generation Table: Land Use PM Peak -Hour Trips Daily (ADT) IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Revised on 6/24/10 E82 - Trak Impact Analysis Worksheel Page 2 of 5 3. TRIP DISTRIBUTION N /A Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 peals -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 �_ N/A 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 Trqffic Engineer Existing Conditions LOS 95 % Delays Year of Opening LOS Delays Five Years Beyond Change of Land Use 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): 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. 6124/I0 E82 - Traffic Impact Analysis Worksheet Page 3 of 5 50% 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. 6124/I0 E82 - Traffic Impact Analysis Worksheet Page 3 of 5 5. TRAFFIC VOLUMES — NIA Provide the following and other planned development traffic within the city. 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). c. Describe the estimated ADT and peals -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 — 1q/A 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 peals -hour trips. Other City -planned developments must also be factored into the LOS calculations. 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 Revises! on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of 5 LOS LOS Existing Conditions Existing Delays Year of Opening With Project Without Project Five Years Beyond Change of Land Use With Project 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 Revises! on 6124110 E82 - Traffic Impact Analysis Worksheet 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 load Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.12.0, except as otherwise provided for independent fee calculations in ECDC 18.82.130. CHANGE IN USE Fee for prior use shall be bused on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 35 16 (effective date: 09/12/04), the 2004 ECDC 18.82.1.20 impact fee shall be used. Units in ITE Land Use Category per Unit square feet, Fee Rate #k of dwelling, of , etc. New Use _ 1Prior Use a $ 3 X Ee:wu:se Fee: prior Use Fee: — 11 NEW DEVELOPMENT Units in ITE Land Use Category per Unit square feet, Fee Rate ## of dwelling, of , etc. New Use lar City of I ri%6tld , { ngir eering 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 6124110 1:82 - Traffic hipactAna1yis Worksheet Page 5 of 5 m T 41 any m T