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Home My WebLink About22-100630-Traffic Report-02-10-2022-V1Federal Way (File#21-100592-00-PC) S. 348T" STREET BFJ TRAFFIC MEMORANDUM - QUEUING November 18, 2021 T S. 348th Street ' t 4 i •J ��'' 3 t f 0) i A t? r � x y King Coup Y _ . Jake Traffic Engineering, Inc. Mark J. Jacobs, PE (WA and OR), PTOE, President 2614 391h Ave. SW - Seattle, WA 98116 - 2503 Tel. 206.762.1978 - Cell 206.799.5692 E-mail 'aketraffic@comcast.net CITY of Federal 1 c WASHINGTON ni bra Yy 'Lh UFn Fife ('D � � 4A Mark J. Jacobs, PE, PTOE President 2614 3411 Ave. SW Seattle, WA 48116 - 2503 Tel. 206.762.1478 - Cell 206.144.5642 E-mail jaketrafc@comcast.net November 18, 2021 CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer 33325 8th Ave. South Federal Way, WA 98003 Re: S. 348th Street BFJ - Federal Way (File#21-100592-00-PC) Traffic Memorandum - Queuing Dear Ms. Chattopadhyay, I am pleased to present this Traffic Memorandum - Queuing for the proposed BigFoot Java (BFJ) project to be located at 803 S. 348th St, In Federal Way. Access to the site is via an existing driveway located at the west side of the site. Below is an aerial of the site obtained from King County Uap S. 348th Street BFJ - Federal Way r S. 348th street -.•.. -�- Y F* . g: ; L , King C—tyty C.\-NOJett Files\202_ 06A 5. 3a8rh Sleet BFJ - BigFour lace - Federal WayySoutM1348[M19FJq�re�inRLouel.tloc coL.oR cov Mty JTE, Inc. CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -2- A preliminary Site Plan for a drive up espresso stand was provided to the City in conjunction with a Pre -application Meeting conducted with the City. The plan, copy attached, provided queuing space for about six vehicles. The City commented in the Preapplication Conference Summary dated April 27, 2021 that site queuing needed to be reviewed, see below: Transportation Impact Analysis ('1"1,A) (1' WRC 19.135) A queuing analysis of the drive -through lane is required to demonstrate that sufficient on -site queue storage is available for the 857J'-perce° the queue length without blocking driveways or otherwise hindering ing.ress�egress and site circulation. A minunurn of 3 site studies is preferred with similar surrounding populations and adjacent traffic volumes to the subject site. was contacted in late September regarding the project and we discussed the project on Tuesday October 19, 2021. Subsequent to our correspondence 1 conducted a technical queuing analysis that was provided to the City via e-mail and the site plan has refined to provide queue storage for ten vehicles. This letter has been prepared to provide a formal documentation of the analysis conducted and to provide a Mitigation Plan for a worst case scenario. Site Traffic Generation Definitions A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the proposed development. Traffic generated by development projects consists of the following types: Pass -By Trips: Trips made as intermediate stops on the way from an origin to a primary trip destination. Diverted Link Trips: Trips attracted from the traffic volume on a roadway within the vicinity of the generator but which require a diversion from that roadway to another roadway in order to gain access to the site. Captured Trips: Site trips shared by more than one land use in a multi -use development. Primary (New) Trips: Trips made for the specific purpose of using the services of the project. Trip Generation The proposed BigFoot Java project is expected to generate the vehicular trips during the average weekday, street traffic AM and PM peak hours as shown in Table 1. The trip c\-Vro,en 6Ae�•�]:. ].L �6s 5 ?48th St:eH 6Fl - s:� ooi lar'e- Fetletel Way\Soutn3GBNeFJQueuonpJnter.tlac COLOR COPY ONLY CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -3- generation is calculated using average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, 11th Edition, Coffee/Donut Shop with Drive -Through Window and No Indoor Seating (ITE LUC 938). All site trips made by all vehicles for all purposes, including commuter, visitor, and service and delivery vehicle trips are included in the trip generation values. TABLE T -TRR' GENERATION' S. 3481 F1 STREEr BF] - FEDF iAL ARY QUEtttN , NENCRAN Xim TnIePmod I 5IMN TGRape EnWr% FriterTr4)S E)d% FEYAT114- TripToai(1) �sbY Trams%-- foss �I Trips Net New Site Trtm Propnsed Orrfiee/DolwtShop wish Drwe-Thrnugn W ndow and No indoar Seaffmg ME LUC 938, 2-vaneors} 'fi+eCkid&Y b 89_0% 319 AM peak 11C. 3P 9L 56- 4G 5® ?C R Bg-GSJ 71 Pm peak.. hcur j ,-nk? ---0, � 1 8a0%I _ where A = unU; T = Tr1gS -Trafficgeneratcnper Vie ITE Trip Generation Maqua I11thEdition x r - Pass -by trips per Table E.34 ini the ITE Trip Generation Handbook, 3rrd EVOn Note: Rounding can result in min trip differential The vast majority of the traffic associated with the BFJ project comprises customers already driving by the site on their way to another destination, aka pass -by traffic; reference the Table E.34 ITE Trip Generation Handbook, 31d Edition. On a typical day at the site access there would be about 358 vehicles turning in and out of the site, during the AM peak hour approximately 80 and during the PM peak hour 30 trips. The project would generate minimal net new trips to the City's street grid. Site Queuing Per our technical correspondence the preliminary site plan has been refined to provide additional queue storage, from six to ten vehicles, for the proposed BFJ drive up service operation. The BFJ Stand provides two service windows providing queue storage for ten vehicles total. Each window has space to queue five vehicles. I have conducted a queuing review to evaluate the adequacy of the proposed stacking that provides space for six vehicles in two queues. There are a number of queuing models available online. The model utilized was developed by: faGUly.wasir�gion.edutmhilfierlameth551 ueuein %20Models.x1s Input items needed for the model are arrivals and service rate per hour. The arrival is 40 (per ITE data) customers in the AM peak hour. The typical service rate to take an order, prepare the espresso drink and ring it up is one (typical in the AM peak) to two minutes (conservative), pending the type of drink. The typical service rate is about a minute to a c -vro�tt Frr�s�zosF osn-s. aeam sur: are. e3a oor m�a. rede Iw�r�so�msnamev��„�,�a��rr�r da, CCIiOR WAY ONLY CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -4 minute and a half during the AM peak period. Below are the queuing results for service rates of 60 per hour, 45 per hour and 30 per hour. 60 customers/hour: Template for the M/Mfs Queueing Model Data Results 0,76 40 (mean arwal pate) L = 60 (mean service rate) 2 (A S*ryorr-) W INIV15 POW > Mien when I r I n Fl. 0 333333333 0 4370371137 0 vjlZ�46679 0 00411522$ GA101371742 0 0001-4416 08053E-Q6 Numbef of Customers M SVSzCM 45 customers per hour. Template for the M/Mis Queueing Model Data 40: trnf�an arrival rani 45 (mean xemce rate) Lz S 2 servers) Pr(VV > w- VAlen t prob^' > I when z n 0 M 6 53 b C' 34 1,$8-0142 1 2 P 1" 1 S, 4 Z 19 t ric"16�1S119 3 4 D 0,3'C 0 14 18 G 0" 133%Ja 9 02 4 7 jj 7* 19 7 8 1n11t 4� 110 10 13A"11 l33 COLOR M11Y ONLY CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -5- And 30 customers per hour: Template for the lht INI/s Queueing Modell Data 4ti tm an arrival rate) €_ 30. �.-nean service rate) 5 — 2 fv SeN-ers) P'r(,N , t) = ''::3E-09 when t m � 1 Prot3 v,> t} _ : 9 when t= � # G.3 .. ....... ..... _ .... ._.... ., o- Nurftr of C"awrftfs in Stem s7 ;771-7'7S 4.i�79�1�3�6 .311s$ The above queuing analysis was provided to the City via a technical e-mail on October 21, 2021. The results indicate a typical queue of about two to three vehicles pending the service rate and the probability of 10 vehicles in the queue at less than 1%. This is partly self controlling as many AM commuter customers are on their way to work or other destination and will choose to bypass the facility when queuing is observed. Based on the results of this analysis i recommended that the project team refine the site plan to provide additional queuing. The site plan was refined to provide additional storage and was submitted to the City on October 21, 2021, copy attached. The City requested added measures to mitigate the potential for site queuing to affect S. 348th Street. The plan was further modified to add signage stating "Do Not Block Driveway" and pavement markings delineating clear zones where queuing is not permitted. A copy of this plan submitted to the City 10.29.2021 is attached. In the worst case scenario there is space along the sites west boundary for temporary queuing that if needed a Barista would be assigned to help direct traffic accordingly. Traffic and Queuing Mitigation Transportation Concurrence Analysis The City estimated that the proposed —500 sf drive through coffee stand would generate about 21 net new PM peak hour trips based on the 101h Edition of the ITE Trip Generation Manual. Subsequent to the City estimate the 11Ch Edition of the Trip Generation Manual has C\-P,,1,m Files\2021.064 5.348t sJr BFJ-6igF0 J... FeEe�af WaydSouth34gth6Fl Qoea��glez•er aoc COLOR COPY ONL4' CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -6- been published. This edition included added data for the subject use and based on the new data and the ITE pass -by rate for the use about three net new PM peak hour trips would be generated by the site. A Transportation Concurrency Application fee was noted at $5,167 in the Preapplication Conference Summary based on a project generating 11 to 50 PM peak hour trips; with on proviso that the fee could change with addition site traffic information. The projected net new PM peak hour trips by the site are three; and per the City's 2021 Fee Schedule the application fee for the project would be $1,801. Trans ortation Impact Fee The City identified a TIF estimate of $35,612 for the proposed —500 sf drive up coffee stand. This fee is based on based on traffic data from the loth Edition of the ITE Trin Generation Manual; the 11th Edition was published September 2021. I obtained a copy of the City's 2021 Impact Fee Components and Schedule spreadsheet online 11.11.2021. The schedule notes the 2021 cost per trip end of $6,311. The pertinent portion of the City schedule is below. 2021 Federal way Impact Fee Components and Schedule rResolubon 20-803 I tts FD Avg.Tr4 Lane# Use rrE Laud Use Unit of Basic PM New Trip New Trip Length Trip Length Impact Fee Code Measure Peak .1, Rate miles) Adjustment Rate 2021 Trips!U nit Cost per Trip End 3.1 1 56311.4tU 1. Quality Restaurant 931 1 sMFA 1 7.80 56% 4.I'l 4 1-1f1 '4JU 2.1 2- H h Turnover ReSt2UrErt 932 1 stPGFA 1 977 W%l 5 571 23 4.74 126-N 3 Fast Food Restaurant 934 1 sf?GFA 1 32671 59%1 16341 2.01 4 65 T,66-61 The City's TIF components include a Trip Length (TL) factor, for an Espresso with Drive - Through the TL factor is 2 as compared to the typical city factor of 3.1. The estimated TIF for the proposed S. 348th Street BFJ is calculated as follows: Three net new PM peak hour trips * 0.65 * $6,311 = $12,306.45 Transportation Impact Analysis A queuing analysis was required to be conducted by the City. This letter incorporates the Technical Analysis provided to and correspondence with the City Summary, Conclusions and Recommendations This report documents the technical queuing analysis and correspondence with the City regarding the proposed S. 348tn Street BFJ project to be located at 803 South 348th Street. Access to the site would be via an existing driveway located at the west end of the property. C\-Pi ,Fi'oa\2C21064- 3. 34arn s11ce1 of i-6igFoot ;ara `xrleral V,'ay\ScuiF3h&l1iEF, Qi rcc,. JTE, Inc. CITY OF FEDERAL WAY Attn: Soma Chattopadhyay, PE, Traffic Operations Engineer November 18, 2021 Page -7- The City required that site traffic queuing be documented. Per our correspondance and projected queuing the project applicant revised the site plan to provide queue space for ten vehicles, added signage to inform drivers not to block the site access driveway and delineated on site clear zones via pavement marking. In the worst case scenario there is space along the sites west boundary for temporary queuing that if needed a Barista would be assigned to help direct traffic accordingly. In addition to documenting the queuing data provided to the City, I have incorporated information regarding the City's Traffic Concurrency Application and TIF; the City's estimates were based on the ITE Trip Generation Manual 10Lh Edition, a new version, 11th Edition, of this Manual was published September 2021. I have calculated the City fees based on the new traffic rates noted in the new manual. Based on my analysis the City Traffic Fees would be, per 2021 City rate data: ➢ Transportation Concurrency Application fee $1,801. y A TIF of $12,306 for a two window drive up service espresso stand Please contact me at 206.762.1478 or email me at jaketraffic9comcast.net if you have any questions. MJJ: mjj Sincerely, Mark J. Jacobs, PE, PTOE, President J A K E TRAFFIC FN= !I,.Jc7:F.�i€IAA., :NCc //, / P.z()z/ C \`Naleci FA,,\ 121.06R 534W S—, IF 8igF-1I...1ed--Way45ouin---FiQ—i ng—ra oc COLOR COPY ONLY a r � �, 134 S.S. MANHOLE RIM = 225.00' I.E. = 216.901 (OIL CHANNEL) 12" ENV I.E. = 216.90' (CIL CHANNEL) 8" NIS ca -� a4, TYPE I C.B RIM = 225.7 �yF I.E.-221.A2' o� F E. = 22 .43' CONC, SIDEWALK GRASS N GRAVEL o I V III o (i lul 0 M N c W a . 1. " O GY BL PAL z � 1 NK AREA SOUTH 348TH STREET as w TYPE 2� B. Q d RIM - 23 02' c fi �`(:E. =223. ' (12"CMP W.) ,"I.E. = 223. ' (30° CMP E.) 'F1.E. = 225. 2' (TOP STOVE PIP PPROA rya _ O C. DEWALK GRAVEL GRAVEL ECOLOGY BLOCK WALI PE - e e�0 N oaaaeM.dM,��o3,=Lgsss�ssrsas� is H_e�s s soa S1A70 3A31S 9NIi1fISNOJ + NJIS3O Im ,kVM "1`d213Q3� VAnr 1003018 '�tNI�331�I%J30�NIi a a [ �TZ—A V 4 Ep(yg� 52 2 NVld MIS -IIAID it M 4� w W Z flH (7 "9 a� W 4 z lL fN a 0 N-0 a )34 S.S. MANHOLE RIM = 225.00' I.E. = 216.90' (C/L CHANNEL) 12" ENV I.E. = 216.90' (C1L CHANNEL) 8" NIS TYPE I C.9 RIM = 225.7 22 �� I.E.=221.A2'i12"Cfv1RW.) E. = 2� .43' ( "C V E.i CONIC , 5lDEWALK y GRASS P¢� �m� I�li�lllVAi ^. MIN =:41 .': LS1 IN LWIN SOUTH 348TH STREET TYPE 2� ,S. RIM = 23 02' N 'i `4�E. = 223. (12"CMP W.) �� PI.E.=223. '(30"CMPE.) 6 F. = 225. 2' (TOP STOVE PIP �F2C3%1 � ti .d OC.SIDEWALK ECOLOGY BLOCK WALL l0 ZI S-kPA- GRAVEL J p J-�4 } J =11111ra m GRAVEL N I= ' C0996YMiA�v 5`Vtl3033 SJAV 3A3LS Adnn 30 a.1 VAnr 100191a I ' y t, LU I �� y �o all w ' -09 wa j I a� 33NI9N30N _.a N1l�d 311S IIAI�'8 JNIdRl15 `JNIAVd a 2 j ° anaa�`N�isaa �,�a�5,��,�p.3��„�,.",yJ97MI dWOHd.L ,�as o� y6no�yl anPO fi�ueld axis ®A:padaad AeM lesapa� sloe❑ ddV-a,dJIV SNI AN Qe z 1 p 'F ,+, hc-4 e 4S e s CITY OF Federal Wary April 27, 2021 Mr. James Carleton Tahoma Design Group 535 Dock Street, Suite 211 Tacoma, WA 98402 j carletanna,tahomadesigngroW. corn COMMUNITY DEVELOPMENT DEPARTMENT 33325 81h Avenue South Federal Way WA 98003 253-835-2607;Fax 253-835-2609 www.cityoffederalwa.com Re: File #21-100592-00-PC, PREAPPLICATION CONFERENCE SUMMARY DAVIS COFFEE DRIVE -THROUGH, 803 S 348th Street, Federal Way Dear Mr. Carleton: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC). We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions, Public Works Department, and representatives from f,akehaven Water and Sewer District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is me, Natalie Kamieniecki, 253-835-2638, natalie.kamieniecki(i )cityoffederalwU corn. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Construct new coffee drive -through building on vacant commercial site. The property is zoned Commercial Enterprise (CE). MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the comments made by all departments in the following section of this letter. Mr. James Carleton April 27, 2021 Page 6 of 13 improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 4. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 5. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 6. PDF documents shall be created with a program that meets ISO standards for PDF creation. PDF submittals to be 24" x 36" or 22" x 34", landscape view. Survey documents to be 18" x 24". Site plans shall be drawn at a scale of 1" = 20', or larger. Architectural scales are not permitted on engineering plans. Additional PDF document submittal requirements can be found here. 7. Provide cut and fill quantities on the clearing and grading plan. 8. Temporary Erosion and Sediment control (TESL) measures, per Appendix D of the 2016 KCSWDM, must be shown on the engineering plans. 9. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION Soma Chattopadhyay, 253-835-2731, soma.chatto adh a cit offederalwa .cam Transportation Concurrency Analysis (FWRC 1990) j r k F.� ��M� � 12 f2,ILc� re f I- oil Based on the submitted Materials for 500 square feet of ive-through coffee stand, the Institute of Transportation Engineers�(ITE) Trip Generation - 101h dition, land use code 938 (Coffee/Donut Shop with Drive -Through Window and No Indoor Seating) and a pass -by rate o 0 e thproposed project is estimated to generate approximately 21 new weekday PM peak hour trips. Alte a ely, e applicant may submit a site -specific trip generation study for the proposed development. F9 % e *- 3� A concurrency permit is required for this development project. The Public Works Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six - year Transportation Improvement Plan (TIP). The estimated fee for the concurrency permit application is $5,167 (11 — 50) trips_ This fee is an estimate and based on the materials submitted for the pre -application meeting. The concurrency application fee must be paid in full at the time the concurrency permit application is submitted with land use application The fee . Mr. ,Fames Carleton April 27, 2021 Page 7 of 13 may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for 500 square feet of drive -through coffee stand, the estimated traffic impact fee is $35,612.36. Please note, the actual impact fee will be calculated based on the fee schedule in effect at the time a building permit application is filed and must be paid prior to permit issuance. r Transportation Impact Anlysis (TIA) (FWRC 19.135) P-e 1'�TY, TG r" 11 A queuing analysis of the drive -through lane is required to demonstrate that sufficient on -sate queue'storage is available for the 851-percentile queue length without blocking driveways or otherwise hindering ingress/egress and site circulation. A minimum of 3 site studies is preferred with similar surrounding populations and adjacent traffic volumes to the subject site. S 1 ff T 1 v-efj r e C 11—c re `r e- ae.j f T`v�` 3� '�'r 3� ✓LO �i u��7 Street Frontage Improvements (FWRC 19.135) 1 1. The applicant/owner will be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map 111-4 in Chapter III of the Federal Way Comprehensive Plan (FWCP) and Capital hnprovement Program (CIP) shown as Table III-10 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant will be expected to construct improvements on the following streets to the City's planned roadway cross - sections: S. 34815 Street is a Principal Arterial planned as a Type "E" street, consisting of a 64-foot street with curb and gutter, six-foot planter strips with street trees, eight -foot sidewalks, and street lights in a 98-foot right-of-way (ROW). Assuming a symmetrical cross section, no ROW dedication is required, however, half street improvements are required as measured from the street centerline. 2, The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070), Information about a right-of-way modification requests are available through the Public Works Development Services Division. These modification requests have a review fee currently at $500.00. 3. Tapers and transitions beyond the project frontage maybe required as deemed necessary for safety purposes, taper rate shall be WS^2/60 or as directed by the Public Works Director. Access Management (FWI C 19.135) 1. Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. 2. S. 34" Street is Access Class "2", which permits full access as close as 150 feet to any other street intersection or driveway, whether on or off the subject property. 3. The proposed drivew ay will likely be within the eastbound left turn storage pocket and thus would interfere with the 951h percentile queue lengths from the existing traffic control device at S. 3481h St. and Mr. James Carleton April 27, 2021 Page 8 of 13 911' Avenue S. intersection. As such, this driveway will be restricted to right -in and right -out only. A C- curb on S. 348s' Street will need to be constructed by the applicant to limit access to right -in and right - out. To reduce the proposed driveway width, City staff recommend eliminating the proposed pork chop and installing C-curb. 4. Provide adequate storage pocket throat length at the driveway. Staff recommends approximately 40 feet from the back of the sidewalk. 5. Please show all neighboring driveways within 150 feet of the proposed driveway(s). 6. Per FWRC 19.135.280, there may be only one driveway for each 330 feet of lot frontage. This property does not have the 660 feet minimum street frontage to allow a second access. Additionally, the driveway must be located no closer than 150 feet to any street intersection or to any other driveway, whether on or off the subject property. The City may furtber limit or prohibit access to or from driveway onto arterial streets as deems appropriate for safety. 7. For driveways that serve uses other than single-family residential uses and zero lot line townhouse developments, the driveway width is 30 feet for a two-lane two-way driveway and 40 feet for a three -lane two-way driveway (FWRC 19.135.270). Driveway widths may be increased in order to provide adequate width for vehicles that may be reasonably expected to use the driveway, as determined by the Public Works Director, Miscellaneous Safety -Related Comments 1. The applicant must submit a Vehicle Turning Diagram to the Public Works Traffic Division. This diagram will show how the appropriate design vehicle (such as: Bus, Garbage Truck, and WB-62) can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb. 2. The application should be forwarded to King County METRO and Pierce Transit for any transit requirements. COMMIT wry DEVELOPMENT — BUILDING DIVISION Greg Kirk, 253-835-2621, Dreg.kirk&cityoffederalway.com 1. Building Codes. The structure will be treated as a new building permit application and must meet all current codes including: • International Building Code (IBC), 2018 Washington State Amendments WAC 51-50 • International Mechanical Code (IMC), 2018 Washington State Amendments WAC 51-52 • Uniform Plumbing Code (UPC), 2018 Washington State Amendments WAC 51-56 & WAC 51-57 • International Fire Code (IFC), 2018 Washington State Amendments WAC 51 -54 • National Electric Code (NEC), 2017 • Accessibility Code (ICCIANSI A117.1), 2009 From: Soma Chattopadhyay [mailto:Soma.Chattopadhyay@cityoffederalway.com] Sent: Friday, October 29, 2021 11,20 AM To: 'Mark J Jacobs, PE, PTO' Subject; RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis Mark, Please address in the final report signage as well as the operational staff action plan if the car staking queue will exceed 10 vehicle capacity or what action plan if the queue overflow in City ROW. We like to have some plan ready to mitigate for worst case scenario. Thank you. Soma From: Mark J Jacobs, PE, PTO[mailto:JakeTraffic@comcast.net] Seat: Friday, October 29, 2021 10:26 AM To: Soma Chattopadhyay Cc: 'Mike Baily'; kristen@kwoeng.onmicrosoft.com; jennifer@bigfootjava.com Subject: RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis [EXTERNAL EMAILIWARNING] This email originated from outside of the City of Federal Way and may riot be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help ❑esk at x2555. Soma Attached is the plan with added measures to prevent traffic from backing onto S 1481h Street. There is space along the west side of the SIB queue lane for customers to clear the driveway in the rare times, less than 1 % per the data, the site has more than 10 vehicles queued Contact me with any questions/comments. Thank you Mark Mark J Jacobs, PE, PTOE JAKE TRAFFIC ENGINEERING, INC 2614 39fh Ave. SW Seattle, WA 98116 — 2503 206.762.1978 o 206.799.5692 c From: Soma Chattopadhyay [mailto:Soma.Chattopadhyay@cityoffederalway.com] Sent: Tuesday, October 26, 2021 10:42 AM To: 'Mark J Jacobs, PE, PTO' Subject: RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis Yes. From: Mark J Jacobs, PE, PTO [mailto:JakeTraffc@comcast.net] Sent: Tuesday, October 26, 2021 10:40 AM To: Soma Chattopadhyay Cc: 'Mike Baily'; 'Kristen Orndorff; stevedavisexcavating@gmail.com; jennifer@bigfootjava.com Subject: RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis [EXTERNAL EMAIL (WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555. Soma Received, thank you! I provided the queuing analysis via e-mail and I believe you are requesting what mitigation is to be proposed to prevent traffic from backing onto S 1481h Street? Mark 206.762.1978 o 206.799.5692 c From: Soma Chattopadhyay [mailto:Soma.Chattopadhyay@cityoffederalway.com] Sent: Tuesday, October 26, 2021 10:31 AM To, 'Mark J Jacobs, PE, PTO' Cc: 'Mike Baily'; 'Kristen Orndorff; stevedavisexcavating@gmail.com; jennifer@bigfootjava.com Subject: RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis Hi Mark, We had glanced through the analysis. Please address the mitigation plans in the queing analysis if incase any traffic overflow will happened in City ROW. Please feel free to contact me if you have any question. Soma From: Mark J Jacobs, PE, PTO [maiIto: JakeTraffic@comcast. net] Sent: Thursday, October 21, 2021 1:58 PM To: 'Mark J Jacobs, PE, PTO'; Soma Chattopadhyay Cc: 'Mike Baily'; 'Kristen Orndorff; stevedavisexcavating@gmail.com; jennifer@bigfootjava.com Subject: RE: 2021.064 - Davis BigFoot Java - Fed Way - Queing Analysis [EXTERNAL EMAIL WARNING] This email originated from outside of the City of Federal Way and may not be trustworthy. Please use caution when clicking links, opening attachments, or replying to requests for information. If you have any doubts about the validity of this email please contact IT Help Desk at x2555._ Soma The refined Site Plan is attached, it looks much better and the chance of a queue affect to S 348t'' Street would be minimal. Thankyou Mark From: Mark J Jacobs, PE, PTO [mailto:JakeTraffic@comcast.net] Sent: Thursday, October 21, 2021 1:10 PM To: 'soma.chattopadhyay@cityoffederalway.com' Cc: 'Mike Bally; 'Kristen Orndorff;'stevedavisexcavating@gmail.com'; 'jennifer@bigfootjava.com' Subject: 2021.064 - Davis BigFoot Java - Fed Way - queing Analysis Soma Thank you for discussing the proposed BFJ site with me Tuesday Per my correspondence with the operator of BFJ, I understand that it typically takes a barista about a minute to two minutes to prepare an order and that per their observations a typical queue during busy times is two sometimes three vehicles with a maximum of five vehicles. During busy times the baristas operate at a faster clip with typical orders conducted in a minute or so. The applicant team has indicated that the Site Plan can be reworked to provide additional queuing, 10 total vehicles that I believe would minimize the potential of affecting S. 3481h Street. Below is Traffic Generation discussion and Queuing Analyses for the site Over the years I have conducted a number of studies for BFJ using customer transactions data due to the national ITE TGM 101h Edition data based on sf and a small building footprint that was not appropriate for use. The data from the BFJ I conducted in Buckley, a 2 window 490 sf facility, is typical of the traffic generation developed. TABLE 1R - TF dP GEDEPATON INMN STFIIEEF BFC FAT JIAVA- B 1PK0_EY TPAFRC INFACr AMLYSiS -RESPONSE Tirm Period St m TG Fie I BABr % asrrer Trips E)dt % I E)dtTrips Trip %Tj Passby Tnls *Y FasAw Toips pfopoisect 'Neekday 4901 4763 1 5G' 4319 I 50?k 4J-L--IJ MY41 mj.unl 769 NO peak hour 490 166.7 50?6: 1 4U.S !:,LM 4u-tsl 82 I tsSJ.t7?t 73 PIVI peak hour 4901 76.9 1 503 18.8 I 5C�5 18.81 381 89.0? 34 - budcftrg owner is rewling in TarWY Ale 4day 1 7.32 50 4 5Q? 4 7 0 ANI peak hour 1 0.46 2316 0 r 71% 01 0 0% PM peak hour 1 0.56 63? C 3 7 1% tNeekda,r - - _ 429.2 - 428.2 856.5 - Nl peak hour - - - 40.7 - 40.5 B.:L. 2 - - PM peak hour - - 18.5 - 1a.6 1 37.1 - - where X = units or s , 9 =1 rips. (Parentheses) denote negative value pars an r oun rng con`,en ion thelTE data forthis LUC indicates typical espressostand as 913sfki sUBw th cnechtmupseraeceFane. BFJ facilities a Wth numerous facilities including sites in Auburn, Bonney Lake and Sumner_ BFJ size and being fully self contained make JT- :lrrc- obtaine-d transaction data for three similar facilitiesas noted. The 9 rip Ganeration rates using the actual site dati x-k - pass -by per ITE, agency and JFF= Inc- axperience. NGte: Rounding can result in miner trip differential The 111" Edition of the ITE TGM was recently published and I have reviewed the new data against what I had been projected for the BFJ projects. During the AM peak hour I projected that a 2-window BFJ would generate 82 AM peak hour trips, per the new ITE data about 80 trips would be generated (the TG rate is 39.81 per window) For the PM peak hour I had projected 38 PMPHT's and per the new ITE data about 30 trips would be determined (TG rate 15.08 per window) On a daily basis my estimate was significantly higher 864 versus 358 that I believe is due to during off-peak times the number of transactions (transactions data was used to derive the TG value) per vehicle is much higher. During the AM peak it is typically one transaction per vehicle and is associated with commuter traffic. The City of Federal Way concern is site queuing and the AM peak is the critical time period of concern. Site Queuing: The Espresso Stand provides two service windows and I understand with site re- configuration queue storage for ten vehicles could be provided. There are a number of queuing models available online. The model utilized was developed by: faculty. washinton.edu/mhillier/ meth551/ ueuein %20Models.xls Input items needed for the model are arrivals and service rate per hour. The arrival is 40 (per ITE data) customers in the AM peak hour. The typical service rate to take an order, prepare the espresso drink and ring it up is one (typical in the AM peak) to two minutes (conservative), pending the type of drink. The typical service rate is about a minute to a minute and a half during the AM peak period. Below are the queuing results for service rates of 60 per hour, 45 per hour and 30 per hour. 60 customers/hour Template for the /Mls Queueing Model Data 4 (mean armal rate) b�= 60 (mean service rate) s = 2 (m servers) Pfffl > t4 =' 1 31E whent= 1 g r Rro^> tj =3 01E- when t = 45 customers per hour., Results L = 0.75 L, = 0083333333 Wz; = C1 3333� ry y�yy Rl'.3�3J33-:5 11 P 0 05 1 0,3333�3333 2 0111111111 3 0.037037037 4 0012345679 5. 0004115226 6 0.001371742 7 0.000457247 0.004152416 0 5.08053E-0.5 10 1 693511 -05 11 5W03E-061 Template for the IMI MIs Queueing Model Data 40 (mean arrival rate) t4 45 (mean service rate) s = 2 (* servers) Pr(W > t) = 9.86E 20 when [= 7 Prab('al+, �, t) = 5.281 23 when t = � And 30 customers per hour: Template for the 11r9IMIs Queueing Model Data 40 (mean arrive$ rate) r�= 30 (mean service rate) s = 2, (n servers) Pr(=V > 0), r r Prub(W., > t) =' 1 tE 9 when t = 1 Results L = 3 107692308 L� = 0 2188034-19 VV = 0.0270230S 17 = t) 4.14 i,9�:i:, n P� 6 0394615385 1 0 341880342 2 0 15194681.9 3 0.067531919 4 0,0300141 6 5 0013339638 6 04D9592872B 7 0-00263499 8 0,001171107 9 4..000620492 10 0.Oit021'33 L = 24 1.066666667 iFv' T 0.06 ysrN W 0026666667 .<66666667 n P� 0 02 1 0.26W6667 2 0 •177777778 3, 0 118518519 4. 0.079012346 5 0-062674897 6 0.035116598 7 0.023411065 8 0015607377 9 0-010404918 10 0006 The queuing analysis results indicate a typical queue of about two to three vehicles pending the service rate and the probability of 10 vehicles in the queue at less than 1%. This is partly self controlling as many AM commuter customers are on their way to work or other destination and will choose to bypass the facility when queuing is observed. The city's concern is vehicles queuing back onto the street (I concur), a site plan with queue storage for 10 vehicles and configured to minimize the potential to affect S. 348"' Street would be recommended per the analysis above. Please let me know your thoughts on this? Thank you Mark Mark J Jacobs, PE, PTOE JAKE TRAFFIC ENGINEERING, INC 2614 39"' Ave. SW Seattle, WA 98116 — 2503 206.762.1978 o 206,799.5692 c City of Federal Way 2021 FEE SCHEDULE Exhibit A of Resofution 920-803 SECTION ONE. ANI Unaltered Cat license per y Unaltered Dog license per, Altered Cat: Altered Cat license fc Altered Cat license fc Altered Cat license fr Altered Dog: Altered Dog license fi Altered Dog license f, Altered Dog license f Permanent License (owner Permanent License (disabl Other Fees: Replacement Tag Hobby KenneVHobby Cattery (Plus each individual animal must be licensed) Penalties: _ Less than 30 days renewal fee 30 - 60 days laie renewal fee Over 60 days late renewal fee No refund due to pet moving out of the area or lost pet. The Manager may authorize a refund collected in error. SECTIONTWO. BUSINESS REGISTRATION. (FI) General Business Registration: AND OTHER FEES. (PD) aar ,ear $60 — -one- ear -_ $20 two year — $35 three year — $50 Ir one year _ ._ $25 rr two year _ _- $45^ rr three year _ -- _ $65 65_years of age and older - if Altered — No Fee_ �d) - ff Altered No Fee $10 $20 $25 New Business and renewals, all categories unless otherwise identified herein_. New Business Registrations and Renewals: General Commercial Businesses to include, 2nd and Dealer, Dance Hall, Massage Parlor, Gambling (+ $50 per device up to 6), 0-10 Employees— $80 11-25 Employees __,�- S125 26-50 Employees S250 51-100Employees S1,500 _ 101-500 EEr to eees v $4,500 _ 501-1000 r mplovees — --._— .T S9,500 Outside Contractor $80- Home Occupation _ — —� $60 Business Registration -- — ___ _—� $50 _Temporary Right of Way ----- ---- -- — $43 Duplicate Registration replacement) $15_ Specialty License: Public Second hand Dealer Pawnbroker License See General Business Registration + $80 See General Business Registration + $500 See General Business 1- Public Bathhouse Business Registration 2. Bathhouse Attendant per attendant in addition to Business Registration fee �.� _- _ -_ $80 3. Bathhouse Manager per manager in addition to Business Registration fee _ $80 Public Bath House Proration: The entire nnua! license fee shall be paid for the applicable calendar year regardless of when the application for license is made and shall not,b' a prorated for any part of the year except that if the original application for license is made renewals shall be required to be obtained and paid in full by January 31 of each respective yearsubsequent to June 30 the license fee for the remainder of that year shall be one-half of the annual license fee, AnnualLicense Renewal Late Penalty: Failure to pay any registration fee due within 30 days after the day on which it is due and payable shall result in a penalty of five percent or $5.00, whichever is higher, on the amount of the registration fee, and an additional penalty of five percent or $5.00, whichever is higher, for each succeeding month of deEinquency or part thereof, but shall not exceed a total penalty of $25.00 or 25 percent of the amount of such registration fee, whichever is higher. 202f Fee Schedule Current through RewlvUon 20-$03 Approved 12MI/2020 See below Per FWRC 12.05.060 (7) page 4 of 15 LVL TYPE OF FEE Fee SECTION TEN. PUBLIC WORKS. A. Building Moving and (Yversize/Overweight vehicle Permit.- 1. Building moving through City __,____ — $351 2- Building moving into or within City $351 Pre -move inspection, the higher of actual cost or $351 3. Oversizeloverweight vehicle permit $175_ B. Street andlor Easement Vacation Application _ 1-300 lineal feet $1 098 Every too lineal feet thereafter, per 100 LF. -- - -- C. Right of Way Use Permit, includes 1 ins ction _ 1. Individual single family homeowner appli ti nos r r -- -- -- $320 - -- - - _ —. —. — 2- All other applications $652 3. Supplement plan review fee for any and al permits, per hour $175 4. Supplement construction inspection for any and all permits, per hour - $145 5. Inspection outside of normal business hou (at standard Inspection rate times 1.5) $217 6 Weekend, holiday, and emergency o inspection (4 hours minimum) $217 —call 7. Re -inspection $286 8, Jab start penalty fee $265 O. Right -of -Way Modification Request, plus recording fee" _ _ —$500 __ 1. Reconsideration of determination with aditional supplied infor ation, per hour ��'— __--_� $1,000 E. Dovelopment Review Fee 1- SiSingle Family $263 _ — 2- Short Subdivisions Construction Plans (In dudes submission 8 1 resubmission) $2,105 a. Supplemental lan revlewlconstruction service fee, per hour (far additional resubmission) $175 b. Construction Inspection Fee, per hour $149 3. Subdivisions and Commercialllndustrial Developments — _ $3,158 Construction Plans (Includes submission & 1 resubmission) a. Suppiemental plan-reviewlconstruction service fee, per hour $175 b. Construction Inspection Fee, per hour — $145 F. Concurrency Trips generated. If less than 1 Q trips $1,801 If between 10 and 50 trips It between 50 and 500 trips _-...- $9,452 It greater than 500 trips 515,152 G. Miscellaneous Public Works Permits and Services (Same fee structure under Section Ei h�UMiscellaneou5 Fees) H, Franchise and Small Wireless s License & Permits 1. Franchise Application Fee 2. Small Wireless Master Lease Administrative Fee 3. Small Wireless Site Lease Addendum Administrative Fee 4. Supplemental review for any and all franchise applications and small wireless leases/addendumslpermts (per hour) 5. Small Wireless Site Reservation (6 months, maximum 10 sites) Reservation Fee per site _ 6. Small Wireless Site Rent (per location per year) _ 7. Small Wireless Permit (when included in Site Lease Addendum)` 8_Small Wireless Permit (when not included in Site Lease Addendum)" __... _ --- per chapter 36.198.010 RCW an_ as amended and K.G. Code 1.12.120 and es amended Use Permit (Section 10 of Fee Sc edule) is also required for construction and restoration within the right-of-way. 2021 Fee Schedule e"nf fhnwgh R.-M., 2"03 Appr -d IM112020 $6,000 $2, 000 $652 $175 $135 $270 fee included m Site Lease Addendum Fee $652 Page 10 of 15 LL CL EL GO LU co C) 0 M r o C"] CL CL E 0 0 (D U- 4, 0 CL D -0 r M 0 CD LL T- cm CD CV a r- 0 EL a. 0Tt 0 0 C� CD C:) C:) . . '-�— . ... . . ... 0') 0 CD CO CO CD 0 CD LC) CD� (�) , - �: . . . . . . . . . . . . ..... M � 03 CO Lo m CIA CD .. Lo . CD . 0 . 0) . . . CD . <D . CD . C) Cl") CO 0 (D M� rON C) (D '�r 0 - M - 0) 1-- co (6 m Lo Lo (D V) f'o LO CO M M N 04 Ln (D 64 LO 64 04 64 m 63 ca ..... ...... qj oq ;r m Co 69 64 C\l . . .... .... . ... . . co OD cd ........ .. - ---------- - - 4fl EA ZFZF ......... .. 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O M V 00 N O O CO (D O N r 00 LO ti 10 O IT tZ (D O 0 i— 0 CO 1— 1� LL) 6) O O O m U') (D Co N M of CO r, N -' �' CD r O O O O O CD( O Lh D Lti O Ln O LO O LO O LC) y 0 CD O 1- aO O - co N r O O OO y7 O O (D 1� 1+ 00 I` Qr Lf) L) u7 w (D O L-0 m I- T ci !kM (d 1-_ N m m I� M 00 - W O 0-)N (D (D1— r (D r O CO 91 c1' O I� V r LO V' 00 (D O (D 0 (D m O N [O O N d M 1-- CO D O N 0 r U U U O U a QQQQ QQQ �QQ QQ LL LL LL LL „Q @ LL LL LL LL LL LL LL LL w rn w w 0 in cn tr) U) (0 m 0) fj) w v L LO co N LO ~ T CO CV LO C) (N m It r N IT O O N M Lf) T (D O) (Y) Cr) C7 M N Ln M N :n N N N O Lo U) 1� N O) D) (3) CO CO CO I� o b V �+ J J d � U � � U ' U > UEn U75 U O a 00 cu � = O c E 0 m LL EL E o SiL U7(n U U � d d Z L U V � Land Use: 938 Coffee/Donut Shop with Drive -Through Window and No Indoor Seating Description This land use includes any coffee and donut restaurant that has only drive -through window service. A patron cannot walk into the shop and purchase items. The restaurant sells freshly brewed coffee (along with coffee -related accessories) and a variety of food/drink products such as donuts, bagels, breads, muffins, cakes, sandwiches, wraps, salads, and other hot and cold beverages. The restaurant marketing and sales may emphasize coffee beverages over food (or vice versa). The coffee/donut shops contained in this land use typically hold long store hours (more than 15 hours) with an early morning opening. Coffee/donut shop without drive -through window (Land Use 936) and coffee/donut shop with drive -through window (Land Use 937) are related uses. Additional Data The sites were surveyed in the 1990s, the 2000s, and the 2010s in Arizona, New Hampshire, Oregon, and Washington. source Numbers 514, 644, 755, 981, 1028 792 Trip Generation Manua[ 111h Edition • Volume 5 No Coffee/Donut Shop with Drive -Through Window and No Indoor Seating (938) Vehicle Trip Ends vs: Drive -Through Lanes On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 8 Avg. Num. of Drive -Through Lanes: 1 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Drive -Through Lane Average Rate Range of Rates Standard Deviation 179.00 80.00 - 293.00 74.48 Data Plot anti sao r_'.— 200 r�L i �y X X •.................. X K 00 X Study Site Fitted Curve Equation: Not Given 1 2 X = Number of Drive -Through Lanes - - - - Average Rate ft = _. 3 ;�,s� General Urban/Suburban and Rural (Land Uses 800--999) 793 Coffee/Donut Shop with give -Through Window and No Indoor Seating (938) Vehicle Trip Ends vs: Drive -Through Lanes On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 20 Avg. Num. of Drive -Through Lanes: 1 Directional Distribution: 50% entering, 50% exiting venicie I rip tueneration per urive- i nrougn Lane Ana to Range of Rates Standard Deviation 39.8 I 16.00 - 69.00 15.44 Data Plot and Equation 200 H 100 u F-- X X ��X X, X X Qq 1 2 X = Number of drive -Through Lanes X Study Site Fitted Curve Fitted Curve Equation: T = 63.21(X) -17.43 - - Average Rate R2= 0.58 794 Trip Generation Manual 11th Edition - Volume 5 NUB Coffee/Donut Shop with Drive -Through Window and No indoor Seating (938) Vehicle Trip Ends vs: Chive -Through Lanes On a: Weekday, Peak Flour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 8 Avg. Num. of Drive -Through Lanes: 2 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Drive- i nrougn Lane Aver g Range of Rates Standard Deviation 5.08 2.50 - 55.00 19.41 Data Plot and Equation 200 N C W fl F 00 X Study Site Fitted Curve Equation: Not Given 1 2 X = Number of Drive -Through Lanes - - - - - Average Rate R2= M-. 3 �� General Urban/Suburban and Rural (Land Uses 80D-999) 795 Table E.33 Pass -By and Non -Pass -By Trips Weekday Land Use Code 938—CoffeelDonut Shop with Drive -Through Window and No Indoor Seating (Coffee/Espresso Stand) SIZE S0. P C GFA) LOCATION WEEKDAY SU EY DATE - - - NO. OF INTRRV18M - - � : � - - TIME PERIOD- - .. PASS -BY TRIP(%) NON-PASS•BY-rRIP5 (%) - SOURCE PRIMARY DIVERTED TOTAL 0.1 Vancouver,M Nov. 1997 69 6:O0a.m.-6:00p.m. 83 — _ 17 KittWson& Associates Inc. — means no aata were provided I Table E.34 Pass -By and Non -Pass -By Trips Weekday Land Use Code 938—CoffeelDonut Shop with Drive -Through Window and No Indoor Seating (Coffee/Espresso Stand) .. ... _ WEEKDAY.. EEKDAY .. NON-PASS-13YTRIPS(9S) - EMPLOYEES - LOCATION - DATE DATE No. OF 1NTERVIEM -- TIMEPEiIOD PASS -BY - T.R{P(°i5j-' --_ SOURCE PRIMARY DIVERTED TOTAL 1 Vancouver, WA Nov 1997 70 6:00 am. -&OD p.m. 83 — _ 17 Kittelson & Associates Inc. 1 VWodbum, OR Feb. 1998 109 8:00 a.m.--6:00 P.M. 95 -.- — 5 Kdtetson & Associate. Inc. 1 Vancouver, WA Feb. 1998 83 8:00 a.m.-too P.M. 69 — — 11 Kittelson & Associates Inc. r llv 1 civo r215A Dy I rip rercentage: 11 —" means no data were provided Table Ex35 Pass -By and Hon -Pass -By Trips Weekday, AM Peak Period Land Use Code 944—Gasoline) Service Station _ - NON�ISS-SY TWPS (%) �- { S ZE BTREEr (1,000 - VEHICLE � . VVEeQAY - - - ..... .. PEAK. . SLLFt -'' FUELINC9. - .. -SURVEY NO. 4F- - PASS -BY HOUR l - . GFA)-.- , VOSIrIONS LOCATION, - - DATE `.:INTERVIEWS: .- TIME PERIOD 'TRIP (%] � PRIMARY DIVERTED TOTAL � VOLUME SOURCE 2.3 6 GartMobuig, 1992 37 7:00-8:00a.m. 32 41 27 88 2,080 2.1 6 Bethesda, 1992 28 7A0-9:00 a.m. 58 23 t9 42 2,080MD 1.7 6 Wheaton, MD 1992 21 7:06-9:00 a.m. 67 14 19 33 900 2.0 a Gaithersburg, 1992 46 7:00�:00a.m. 87 13 0 13 2,235 ..1 1.2 6 D 9' 1992 21 7:00-e:w a.m. 43 28 29 57 870 R :' 0.3 12 Wheaton, MD 1992 35 7:00-0:ODa.m. 61 8 31 39 3,48o rS- Average Pass -By Trip Percentage_ 58 —" means no data were provided 216 Trip Generation Handbook, 3rd Edition_