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11.27.12 traffic impact report.pdfCity of Edmonds Traffic Impact Analysis Worksheet Name of Proposed Project: Echelbarger's Shaw Lane Owner/Applicant Echelbarger Investments, LLC Name 4001 198th Street S.W., Suite 2 Street/Mailing Address Lynnwood, Wa. 98036 City State Zip Telephone: 425-673-1100 DEVE6OCOlINT R SERVICES Applicant Contact Person: Lovell-Sauerland & Assoc., Inc Name 19217 36th Avenue W., Suite 106 Street/Mailing Address Lynnwood, Wa. 98036 City State Zip Telephone: 425-775-1591 Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: THRESHOLD LEVELS OF ANALYSIS Contact Name E-mail: Project Traffic Levels Sections to Complete I. Less than 25 peak -hour trips generated I and 7 only (Worksheet/Checklist) II. More than 25 peak -hour trips generated All sections 1. PROJECT DESCRIPTION a. Location - Street address: 8620 218th Street S.W. ttach a vicinity map and site plan.) b. Specify existing land use: One existing single family residence c. Specify proposed type and size of development: Six lot subdivision. (# of residential units and/or square footage of buildin-0 Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Attachment 9 P LN20120043 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require trip distribution to be determined through use of the City traffic model. 1 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 Tra, Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of Land Use LOS I- Delays c. Describe channelization warrants: (Attach striping plan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 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 history' (only required for access to principal and minor arterials): t Available upon request at City of Edmonds Development Services Department 2 Available upon request at City of Edmonds Police Department Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 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. 0 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. Per Unit ITE Land Use Category Fee Rate New Use 210 $ 1,196.33 Prior Use 210 $ 1,196.3 X X Units in square feet, # of dwelling, vfp, etc. 6 1 Fee New Use Fee: $ 7,177.98 - Prior Use Fee: $ 1,196.33 = $ 5981.65 ' ❑ NEW DEVELOPMENT ITE Land Use Category New Use ❑ OTHER Per Unit Fee Rate $ �X Units in square feet, # of dwelling, vfo, etc. Fee INDEPENDENT FEE CALCULATION: $200.00 + consultant fee $ TOTAL TRAFFIC IMPACT FEE $ ' ' 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 E82 - Traffic Impact Analysis Worksheet Page 5 of 5 2004 - Impact Fee Rate Table i's:n':U7`I i I?t�f. dirm{7 7,7! i�sI Rote �fudy-- TABLE 4 I1,11'AGT rEE RATES Trip ll"F i"I E Lund Use Trip rs 1dFr r l.en9tti Net New Tilps per fi-ripac Fee. Por Unit 41P S ccxlC Category Rate, Iri s' Factor" Unit of pleasure 7.63.66 er Trip 110 i. ghrL Industrial O'D8 1001& 1.59 1.56 1,0A30 sq ft 1,19 {x:r square fb47, 14D `+hanufactuiinq 0,74 1001M 1.59 1,18 1,000 sq ft 0.90 t4f Square foot 1511 Mini:-watehouse 0.2_6 100% 1.5S 0.41 1,000 s. It i}.3J�-r square foGt ?,10 Single farnity _ 1.01 1430% 1.09 1.10 dwettinq 540.72 per dwelling un€t House ?.2 ApuJ.itiCht 0,63 100% 1.15 0.71 dwelling 544.49 per csvaltLirro tacit Z30 Condo€"riirliUM 0.54 100% 1-15 0.62 dwellincl 474.24 er dweilirlq unit 0.56 100% 1.09 0,61 dwelling 4643.14 per clweiling snit 2 -10 koNle home 310 €lotel Ct.6l 11,1O,X) 1.25 0.76 room 5N-t,29 per tans 320 ;+io l 0.47 100% 1.2.5 0,59 room 4,18.65 T:er room -1?0 Ninrina 0.19 100clt 0.97 0,18 berth 14D.74 l cr boat h(xtb Al30 Gov ccrur e 0.30 10019t 1.00 0.30 acre ,29.1-0 rer u!:re 444 Movio Theatir 3.80 10OK 0.72 2.74 1,000 tr ft 1.36 p.Qr square fart 492 h:tcpu.^_t chits i.8.3 100sta 1137 1.78 1,000 M, fit 3.58 rer SgUIrc E001 5 0 1aigh School 1.02 100% O.G2 0.63 1,000 sq it 0.4E per, squ;ro fool r urch 0.6'6 1001a 1.15 0-76 1.000 --;q ft _ 0.58_fer soli ire foot _560 610 Howital 0,92 100% 1.56 1.4d 1,000 sq ft. 1,10 per squarr; foot 620 Kursin�.i Igor:ie O.ZCr 1(lO% 0.87 0.17 bed 2.86 per Lied 710 Gvru;ral Offia:F. 1.49 100 1159 2.37 1,000 sc it 1,81 :,ea' sapAart! root 7 2' 0 %1C%ca1 r,7f;8C:F? 3- .6 100,1K 1.50 5.4.9 1,000 sq fL 4.19 [Kif Sc}Llare icnt 8?0 ; hoaping Center 3.74 81% 0,40 1.21 1,000 .sq ft 0,93 per square foot 832 Restatirant: sit- 10.86 56% 1.06 6.45 1,000 sq it 4.SZ per SgUare font tlowl 83:i fast to"xi, err 26.15 5Z4'o 0-62 0,43 1,000 sq ft 6-44 per ,;ware traot drive -up B34 Ttist foutt, w/ 33,48 51 0-6Z 107.59 1,000 stt ft 8,O8 per s<:iuwc ;not ctli,we-up 844 Gas station 14.50 60% 0.53 4.63 purp 3 535-82 per Vf 845 Gas station 13.38 47% 0.53 3.33 pump Z,545.26 per vrW w/convenience 850 Sufxamarket 11.51 5S% 0.65 4.11 1,000 sq it j.14 per square foot 851 Corrvenienc:e 53,73 39% 0-40 8.38 1,000 sq it 6A0 per Squart, foot ma€keL•24 tir 91? Orfve-in Rank 54.77 5190 0.47 13.13 1,000 sq ft 10.03 per sgtjai,a foot ITE Trip Generation (6th Edition): 4-6 PM P©ok Hour lrlp EnOS Excludes poss•by irlps: see "flip Generation HandbacAt An fT.E Noposed pecarnmendad Prnclico. (i 988) kritio tea clverage trip length. r'vtP: veNc;le fap-M ej positlon Henderson, Younc, & Corripany Revised on 6124110 EFFECTIVE 9/12/2004 E82 - Traffic Impact Analysis City of Edm7nds. wm1hln0ton April 15, 2003 Page 18 Page 4 of 4