The URL can be used to link to this page

KUPC-TIA 102303.pdfCITY OF EDMONDS ;*a ` C F — SEPA TRAFFIC IMPACT ANALYSI Ajk& WORK SHEET APT Name of Proposed Project: KUPC _ Vision Dream Center STRUT F11 F OwnerlAppficant: Bien Linited PxedNt Brian Church Name 8506 238th St. SW Street/Mailing Address Applicant Contact Person: Jae Lee, Lee & Associates Name 16040 Christensen Rd. Suite 201 Street/Mailing Address Edmonds WA 98026 Tukwila WA 98188 City State Zip City State Zip Telephone: (425) 776-2711 _ Telephone: (206) 229--8918 Traffic Engineer who prepared the Traffic Impact Analysis: Lee- & Associates Jae Lee, _P_ E _ (2-06) 229--8918 Firm Name Contact Name Telephone 1. PROJECT DESCRIPTION Date: 10 — Z 3 — D 3 a. Street address Qfknown): 8519, 8509, 8507 - 240th St SW b_ Location: nstruc on -parcel 40463301600402, 0463301600401 and parking lot improvements on 0463301600302. See attached vicinity map ^ (Attach a vicinity map and site plan.) c. Specify existing land use: Single f am;1 y rPsi c3Pn(xp d. Specify proposed type and size of development: 42, 000 sf of new support building for existing church that will accomodate sunday school classrooms, conference rocins, offices and gymanasium. e. When will the project begin construction and when will it be completed? july 04 - July d5 f. Define proposed access locations: The proposed project site would have two full access driveways served on 240th Street SW. The main access for existing church will be r on 238th Sheet SW. g. Define proposed sight distance at site egress locations: Eriva-s ad. ' the. fx±utv will rimed c� ..��r~ti �.hrr � `.� ru�sr. rr: .ir- :et- a� carte ■t: ■ .�.,.�.� •• � rs:�r_ rr: ■ tt- Page 1 3. TRIP DISTRIBUTION N/A Prepare and attach a graphic showing project trip distribution percentages and assignments. 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? ,gicibt aistanca- at the propgsed pro 'ect location is at -least 150 feet an the east and west directions. This is sufficient for 25 mph design speed per AASHTO. b. Intersection Level of Service Analysis: N/A • Existing Conditions LOS Delays • Year of Opening LOS Delays • Five Years Beyond Change of Land Use LOS Delays (Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer.) c_ Describe channelization warrants: lanes local access road one lane each direction. (Attach striping plan.) d. Vehicle Storage/Queuing Analysis (calculate 5D'16 and 95 % queuing lengths): N/A 54% 95% • Existing Conditions • Year of Opening • Five Years Beyond Change of Land Use e. If appropriate, state stop sign and signal warrants: NZA f Summarize local accident history: Accident information was not available at engineering department, written request are submitted to police department. Fothccming PAge 3 Five Years After Opening LOS: With Project: Without Project: N/A Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts_ This proposed development is for supporting building for existing church and most of use of this building will be on pff peak -hours and weekends only, With this 3n mind, the traffic impacts to the surrounding area wti11 be nixima1. s. MINIMUM MITIGATION REQUIREMENTS Residential developments that generate ten PM peak -hour trips or less will be required to pay a $200 per PM peak -hour trip fee. PM Peak -Hour Trips 25 X $ 200 = $ 51 -010 0 Q\MY AT-9-pAoslywo&d— Page 5 ACCIDENT HISTORY JULY 2000 - JULY 2003 OFFENSE REF NO DATE TIME ADDRESS I STREETI STREET2 IMPACT PT PRIM CAUSE INJ FTL ACCIDENT -TRAFFIC 01002330 2001C813 132334 23800 84 AV W 238 ST SW 84 AV W INTERSECTION YIELD41NATT 0 0 ACCIDENT -TRAFFIC 02000469 20020203 142219 8400 238 ST SW 238 ST SW 84 AV W AT YIELD+NOSTOP 4 0 ACCIDENT -TRAFFIC 02001733 20020503 71059 23800 84 AV W 238 ST SW 84 AV W AT 0 0 ACCIDENT -TRAFFIC 02004081 120021009 1031221 23800 84 AV JW 238 ST SW 84 AV W 125 FT E ol 0 ACCIDENT -TRAFFIC 02004570 20021113 2220401 23800 84 AV W 238 ST SW 34 AV W AT NONE 2 0 ACCIDENT -TRAFFIC 02005146 20021221 155050 8300 23B ST SW 238 ST SW HWY 99 15Y WEST OF YIELD+OTHER 0 0 ACCIDENT -TRAFFIC 03001208 20030324 122101 8400 238 ST SW 238 ST SW 84 AV W 140' EAST OF IMPTR'+WATT 0 0 ACCIDENT -TRAFFIC 03002596 2DO30617 171627 23800 EDMONDS WY 238 ST SW EDtiiONDS WY AT TOOCLS*WATT 1 0 ACCIOENT-TRAFFIC 03002973 20030710 184705 2380084 AV W 238 ST SW 84 AV W INTERSECTION SPEEDS+NOSTOP 1 1 0 ACCIDENT -TRAFFIC 03002986 20030711 1001461 23800 84 AV W 238 ST SW 84 AV W INTERSECTION YIELD+INATT 0 0 ACCIDENT -TRAFFIC 03000125 2DO30110 8 15231 23800 84 AV W 1238 ST SW 84 AV W 206 FT E IMPTRN 0 0 ACCIDENT -TRAFFIC 03000022 20030102 2232401 9016 240 ST SW 1240 ST SW 9016 AT INATT40THER 0 0 ACCIDENT -TRAFFIC 02002517 20020623 75657 23800 84 AV W 194 AV W 238 ST SW AT OTHER 1 0 ACCIDENT -TRAFFIC 02002889 20020717 174422 8400 238 ST SW 184 AV W 238 ST SW 25 FT S BACKNG 0 0 ACCIDENT -TRAFFIC 01002256 20010608 220135 2380D EDMONDS WY EDMONDS WAY 238 ST SW AT YIELD+INATT ol 0 ACCIDENT -TRAFFIC 02004766 20021126 165912 238OD EDMONDS WY EDMONDS WY 238 ST SW AT YIELD+INATT+NOSTO 0 0 ACCIDENT -TRAFFIC 02004930 20021206 1532331 23800 EDMONDS WY EDMONDS WY 238 ST SW AT NOSTOP+YIELD 1 0 ACCIDENT -TRAFFIC 03000960 20030307 142052 2380D EDMONDS WY EDMONDS WY 238 ST SW AT YIELD+INATT 1 0 ACCIDENT -TRAFFIC 01001630 20010427 83247 240 ST SW SR 104 240 ST SW INTERSECTION YIELD+NONE 3 0 ACCIDENT -TRAFFIC 01005163 20011224 110155 238 ST SW SR 104 238 ST SW AT 0 0 ACCIDENT -TRAFFIC 01001404 20010411 ,234434 23820 EDMONDS WY ISR104 238 ST SW INTERSECTION YIELD+NOSTOP .31 0 Page 1