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06-104007 ` CITY OF CITY HALL 33325 8th Avenue South Federal Way Mailing Address: PO Box 9718 e` - Federal Way,WA 98063-9718 (253)835-7000 www.cityoffederalwa y.corn October 17, 2006 Mr. Carl E. Easters Easters-Kittle Architects 195 Front Street North Issaquah, WA 98027 Re: File#06-104007-00-AD; RESPONSE TO INQUIRY Nara Spa Parking Study; 1805 South 316tI Street,Federal Way Dear Mr. Easters: City staff has reviewed and accepted the parking analysis submitted for the above referenced project.Federal Way City Code (FWCC) Chapter 22,Article XI,'Division 8, "City Center-Core and City Center-Frame,"and Article XV, "Off Street Parking,"apply to the request and were considered in the City's determination.The following documents were submitted in conjunction with the request: • Cover letter from James Bryant, Easters&Kittle, submitted August 11, 2005 • "Nara Spa Parking Demand Analysis,"prepared by JTE, Inc.,August 7, 2006, submitted August 11, 2005 • Revised text to above noted analysis, emailed by Mark Jacobs on October 5,2006 • "Second Amendment to Easement Agreement,"between Woodstone Credit Union and Western Palisade,Inc., October 20,2005 • Shared parking agreement addendum,between Chu Kim Partnership and Federal Way Executel,February 23, 1994 The applicant proposes to provide 71 parking stalls on the subject property,with additional parking available on adjacent properties through the above-noted shared parking agreements.According to the applicant's parking study, 32 stalls are required for the spa facility; 47 for the existing retail and restaurant uses on the site(17 stalls for the 5,075 square foot retail use and 30 stalls for the 3,000 square foot restaurant); and 32 shared parking stalls are available on adjacent properties. With respect to retail and restaurant parking, the proposed 47 stalls comply with the applicable code-required parking ratios! In addition,based on the parking agreements,the code allows an outright 10 percent parking reduction,2 resulting in a required 42 stalls on site for the retail and restaurant component. I The FWCC requires one stall per 300 square feet of retail and one stall per 100 square feet of restaurant. 2 Per FWCC§22-1422 File#06-104007-00-AD Doc.I . 38417 • Mr.Carl E. Easters Page 2 October 17, 2006 With respect to the spa, consistent with FWCC § 22-1378, the parking study appropriately ' analyzes parking based on the actual parking demand for a comparable facility(located in Lynnwood, Washington). Accordingly, the 15,047 square foot facility needs 32 parking spaces to meet the expected parking demand from customers and employees. Based on the applicant's proposed parking of 32 stalls for the spa, as analyzed by the applicant and accepted by the City; the code-required 42 stalls for the other uses; the additional off-site parking available through shared parking agreements; and the project's location in the City Center3 with direct access to public transit, the City is comfortable that the proposed 71 stalls on • the subject property will adequate meet parking demand for the proposed and existing uses. If you have any questions on this determination,please contact Senior Planner Lori Michaelson, at 253-835-2645, or lori.michaelson@cityoffederalway.com. Sincerely, /(14Leeir Kathy McClung Director of Community Development Services c: Lori Michaelson,Senior Planner Sarady Long,Traffic Analyst 3 Pursuant to FWCC§22-I377(2),parking in the City Center can be reduced up to 20 percent based on various measures, not specifically requested by the applicant,but considered as part of the City's review and findings on this request. File N06-I04007-00-AD Doc.I.D. 38417 Page 1 of 2 Lori Michaelson - Re: nara From: "Mark Jacobs" <jaketraffic@comcast.net> To: "Lori Michaelson" <Lori.Michaelson@cityoffederalway.com> Date: 10/5/2006 12:46 PM Subject: Re: nara It is a copy of what he submitted Original Message From: Lori Michaelson To: Mark Jacobs Sent: Thursday, October 05, 2006 12:42 PM Subject: Re: nara "Yes" to which of the questions? >>> "Mark Jacobs" <jaketraffic@comcast.net> 10/5/2006 11:39 AM >>> yes Original Message From: Lori Michaelson To: Mark Jacobs Cc: Sarady Long Sent: Thursday, October 05, 2006 11:38 AM Subject: Re: nara Mark, Carl Easters said that he submitted a revised parking study was submitted a week or so ago. I am in the process of tracking that down. Is this another revision?The same revision that Carl submitted?Or???? Lori Michaelson, AICP, Senior Planner City of Federal Way PO Box 9718 33325 8th Avenue South Federal Way, WA 98063-9718 253-835-2645 lori.michaelson@cityoffederalway.com >>> "Mark Jacobs" <jaketraffic@comcast.net> 5/2006l'1:21 AM >>> Sarady Attached is the text Of the Nara Plaza Parking Demand Analyst. file parking agreements will,be sent next. Ttle other Appendix items are the same as with the initially submitted report. Contact me if you have any questions Mark Mark J.Jacobs, PE, PTOE JAKE TRAFFIC ENGINEERING, INC 77318th Avenue SW file://C:\Documents and Settings\Default\Local Settings\Temp\GW}00001.HTM 10/12/2006 Page 2 of 2 Seattle,WA 98106-2007 Tel:206.762.1978 Cell: 206.799.5692 file://C:\Documents and Settings\Default\Loca1 Settings\Temp\GW}00001.HTM 10/12/2006 . . ^ Jake Traffic Engineering, Inc. . Mark J. Jacobs, PE, PTOE President 7731 8*Am 0Y - Seattle, 0W 98106 - 207 Tel. 206.762.1978 ' [oU 206.799.5692 ' facsimile 06,762.1978 E-mail bkotraffic@mmostow � September 21. 3006 Mr. /ok]in Kim NARA PLAZA PO Box 3858 Federal VVay, WA 98063 Re: NanaSpm - Federa| VVoy Parking Demand Analysis Dear Mr. Kinn� ^ We are pleased to submit this Parking Demand Analysis for the proposed 15,047 sq.ft. Nara Spa project located on the south aide ofS. 316m Street at about the 1800 block in Federal Way. The project site is developed with two buildings(Building A and B). Building A provides retail/restaurant and Building Bis developed with a grocery store. This project would replace the existing grocery use at the site located in the west portion of the project site in Building B. Access tu the site is provided via o driveway on S.310mGt.and an internal parking lot connection tVthe south. This Parking Demand Analysis contained herein ieinresponse to the City of Federal Way Pre- Application Conference Summary dated April 13, 2006 (attached in the appendix) determining the classified use ofthe proposed Nara Spa project. The City's letter the classified the project eaan °Entertainment" use. Pending further information City staff has determined the use tobe one of the following: - '- Retail establishment providing entertainment, recreational or cultural services or activities � Private club orlodge � Health club The above uses are not consistent with the proposed Nara Spa facility. Some of the services provided by the proposed Nara Spa are: �~ Treatment& Message Therapy � Spa area � Office/Retail space (self beauty products such as shampoo, conditioner, hair condiments,etc.) These identified services for the Nara Spa correlate more to a Beauty Salon type use than the above mentioned uses by the City. ^ . . ' .UTlE» 8nc, Mr, |ck]inKim NARA PLAZA September 21. 20O8 Page '2- Its our understanding that the New1ife Fitness & Spa facility located in Lynwood provides similar services tothe proposed Nara Spa and iu similarly sized. This facility ia ~14.305sq. ft. in size and employs-1O employees during peak use times. Because o/the similarities vve conducted manual customer surveys at this similar facility 0u provide insights into parking and trip generation characteristics of the proposed Nara Spa facility as a part of this study. Briefly, the format of this report provides a description of the proposed project, discusses the existing uses on the site, the trip generation of the existing uses based on ITE data and existing parking counts for the existing facilities(Building A and B)and existing parking counts for a similar use facility in conjunction with the proposed project and the detailed Peak Parking Demand Analysis. The summary, conclusions and recommendations begin on page six of this report. PROJECT INFORMATION Figure 1 is a vicinity map showing the location of the proposed site and surrounding street network. Figure 2nhowo a preliminary site plan prepared by Easters& Kittle. The plan shows the existing layout of the project. The proposed Nara Spa ia identified ea Building 8 and (ato replace the existing grocery store. The site plan also shows Building A(reta i I/resta u rant) which is to remain upon the completion of the tenant improvement of building B into the proposed Nara Spa. Parking for T1 vehicles is proposed between Buildings A and Bincluding three handicapped, Access to the site is provided via o driveway onS. 318m St. and en |n<o/no| parking lot connection tothe south. Parking easements to provide 32 shared parking stalls with the adjacent property owners exist, Copies of the shared parking easements are attached in the appendix. Full development and occupancy of the proposed Nara Spa project is anticipated to occur by 2008, presuming the permits are issued in a timely manner. However, to ensure a conservative analysis 2011 has been used oo the horizon year. EXISTING ENVIRONMENT Project Site The site io presently developed with the following uses: � Bui!dingA: o 5,O75 sq.ft. retail c 3.0O0 sq.ft. restaurant Building 8: o 15.047sq. ft. grocery store Building B is to be remodeled into the proposed Nana Spa. Building will remain. . . ' JT1E, Inc. &4c |Ck]in Kim NARAPUAZA September 2l' 2OO6 Page'3- Existing Parking The existing site currently provides parking for 6Q vehicles; per field count. |nconjunotion with the conversion of the grocery store to the proposed Nara Spa the parking lot would be re-striped to add three more parking spaces. Street System The primary streets within the study area and their classifications(per City of Federal Way Functional Classification nf Existing and Planned Street and Highways Map)are aSfollows: � SR - 5 Freeway � Pacific H*y. S. Principal Arterial � S. 3201hSt. Principal Arterial � S. 312*St. Minor Arterial 23m Ave.S. Principal Collector �o G. 318mSt. Principal Collector Transit Service VVe have reviewed the Metro Transit vvebsite(www.naetrukc. ov)for bus transportation inthe vicinity of the proposed project. Metro Transit route 174 provides service running north- south onPacU5cHwy.S. andwost-weGtunS. 318mSt.o|onQthevioin|tyoftheprnposed project. Additional information on these routes can be obtained on their website. TRIP GENERATION City staff reviewed the trip generation of the p roposed facility and determined that no new trips were tobe generated by the proposed Nara Spa project,thus further traffic analysis is not required. A Trip Generation (Table 1) was conducted to verify the City's comments using the Institute of Transportation Engineers(ITE)Trip Generation data and the traffic data collected at the site driveways as a part of the Parking Study data collection. The existing data collected for the existing reLail/restau rant and grocery store use was used hm determine aPK8 peak hour trip rate for the existing uses nn the site. Likewise ia the case for the data collected for the Newlife Fitness &Spa in Lynnwood;a similar facility to the proposed Nara Spa. Presuming that the customer survey conducted correlates tothe entering and exiting traffic,aPK4 peak hour trips rate can badetermined. Based nn Table 1 the trips generated by the grocery store are much higher than the trips associated with the proposed Nana Spa (51 -grocery store;A - Nana Spa). Thus the City'a position that no additional traffic would be generated hy the tenant change is confirmed. PARKING |M PACT ANALYSUS Parking requirements are governed by the City of Federal Way Municipal Code Sections 22- 1377Numbermfsp*oem - Min|mumand22-1398Chteria. The required number ofparking . . JTlE, Inc_ Mr. bkJinKim NARA PLAZA September 21' 2006 Page-4' GpOonsfororetaiyQffiCe (which encompasses beauty salon) use per FVVK3C22-721iSone stall per 3OO square feet. The pertinent sections of the FWW1C are attached. The proposed project area services both Building A and B. Building A and B both are referenced byFVVW1C 22'721and provide m combined -23'122 square feet retail, office and beauty salon use. Federal Way Municipal Code requires that the proposed Nara Spa (building B)and Building A provide 97 parking stalls, based on one parking stall per 300 square feet for the spa and retail area and per 1O0 square feet for the restaurant space. The proposed project(sto provide o total of71 parking stalls, 26 less than the required by City code. However.32 parking spaces are to be shared through the adjacent developments thus a total of 103 parking stalls,thus the provided would exceed the City criteria. Parking Demand Existing Site Use ' Trafficount was retained to collect traffic entering and exiting the site and to conduct parking calibration counts. The data was collected using machine counters placed at the two driveways south of S. 316t',St.just northeast and south east of Building B. The machine counters recorded all of the ingress and egress vehicles over a five-day period,Thursday May 18,2O0Sto Monday May 22, 2006. Periodic physical counts were performed bycounting the number of cars parked in the parking lots at project site. These physical counts were used hJ calibrate the collected traffic data tndetermine the peak parking demand onthe project site. The summary Vf the collected daily traffic volumes |s attached in the appendix. The following table is a summary of the peak parking demand based on the collected traffic data byTraff|cOUn{: Start I _ - - ' nmn�wM�1� Friday � Monday May 22, 1 Time ^""" | ^vvu uvv* uono i Parking Demand Parking Demand Parking Demand Parking Demand Parkingmmam vzvv | o 1 z t uu»»_L_____ - 4 1 �a � | osoo - 4 u -ouou - 4 1 -- 12 i z ' n�uo - n ' 1 10 2 � ouoo - - « 11 5- 6700---- - z 11 - � ' 0800---- - -- �^ a- -- - ---22 14 ----- 19 ' /-��0------ u� ---�� i o� 19 / -- ze 39 au | �� 361 -- a^ ' `-1200 ss ^s s^ --- - � zyou- as --- �5ol - 4e -- an -�- � f4no____ 31 4�-� o7 ----------- 34 ' - � -'----�-�S--�-- ------ 1000 ou 51 | 1600 42 | --'-- 17 ----- ae - i 1700 ----- a* | *r -----�I---- - �mou------ as | -��--- 47 ------45- -------- ! --'-- - / 1900 zs 23 | 42 40 -- - / uouo ' za -- 24 | ----' an �- � 2100 ----- oo ----' 19 | ao - 2266 5 �« 18 ---�- ----- s �---- �o -- - - u�- s ---- ua - ----- --' ' JTE, Unc, K4/. Ick ]in Kim NARA PLAZA September 21. 20O0 Page -5' The peak parking demand based on the collected data is 51 vehicles that occurred at 1500 hours. The 51 vehicles are depicted for the existing uses on the project site (retei�roniaurantand grocery store umoa' Building Aand B, respectively). The allocated nurnbcrof parking stalls currently Vn the site (89parking stalls) ia more than sufficient to accommodate the peak parking demand. The data indicates that the restaurant on the site primarily serves lunchtime patrons, Parking Demand ofNevv|ifa Fitness&Sua;a similar facility VVe have reviewed the|TEParking Generation for peak parking demand rates for the proposed Nara Spa. The Parking Generation does not identify m use associated with the Nara Spa ora Beauty Salon type use. As iterated earlier in this report a similar facility to the proposed Nara Spa exists in Lynnwood. This facility is similar in size(14,305 sq.ft.).the services provided (1Oemployees On site during peak usage)tothe proposed Nara Spa and is a part ofs larger center. In order to ascertain parking demand we identified through correspondence with the project team that the typical peak usage was |n the afternoon/early evening. Based onthis information we conducted a customer survey between 1500 - 1Q0O hours for both a weekday and Saturday weekend time period. A manual customer survey was done due to theaharedoatureCfthmparWng|otsnrvinAthnNmw|ifoFitneoS&Spafaui|itythatnnekesa road tube parking study infeasible:aka need to separate the spa patrons from other patrons of the center. The customer survey evaluated the time and number of people that entered and exited the facility. The customer survey data that we collected is as follows: -----------------'7------ --------------- - ------ SatunUayJunel/ �DO� VVwdn*�d� J |72� 2006 . Start Time � -----' ' _Ing �mE�r�a� _� To1o|__ _h��rm�; �� nass_|_ Total mm _ l5OD 1558 9 7 / 16 5 1 6 58 G G / 12 3 1 / 4 l/UV l/59 \ b l2 18 | 8 8 14 i --- 1859 10 0 | 18 8 10 10 Total '- ~ 30 32 | 62 ' 24 18 42 | � ---� | �R � ----' --5 / 11 � - "� ' � Based on our analysis the peak parking demand generated by the Newlife Fitness &Spa occurs in the evening time period from 180Oto1859hours. Inferring from the data shows indicates that during the weekday and weekend the maximum number of customers parked was 18. This value does not include employee parking. We understand that the Newlife Fitness&Spa facility has 10 employees on the site during the afternoon time period. Assuming each uf the 1O employees drive to work separately and park their vehicles during the peak period would result in an employee parking demand of 10 parking stalls. Combining the customer and employee parking results in a peak parking demand of 28(18 customers + 10 employees)stalls,say 3Oto ensure conservative analysis. . . JTE, Inc, Mr. |nk]in Kim NARAPL\ZA September 21. 2O0G Page 'G- A parking demand rate for the New|ifeFitness&Spa can be calculated using the collected data and the size of the building. The parking rate is calculated to be one parking stall per every 476 square feet (14,885 aq.ft/38 parked vehicles). Using the calculated Parking Demand for the proposed 15,047 sq.ft. Nara Spa would identify the need to provide 33 parking stalls that are fewer than the minimum required by the City of Federal Way code that requires 50 stalls (based on one stall per 300 sq. ft.). The total parking needed on the site based on the calculated parking rate for the Nara Spa and City code for the balance of the site is 70 <32 + 47 (5.075 sq.ft. retaikonesta|| per 300aq. ft. + 3.0ODsq.ft. restaurant/one stall per 10O sq. ft) parking stalls. Peak Parking Demand Summary The parking demand for the existing site was determined based on existing data collected by Tra[Tioount(for the existing uses, notaii/neo<nunantand grocery store)and us (for the similar New|ihe Fitness /b Spa facility). The parking demand for the existing uses in Buildings Aand B occurred mt150Ohour. The peak parking demand for the Nana Spa as determined using the data we collected for the Ncw|ifo Fitness &Spa facility was determined to be 32 parking stalls that is less than required by City code fora netai|/BeautySa|nn use. The peak parking demand for the Nara Spa is projected to occur at 1800 hour for both weekend (Saturday)and weekday. The project site iatO provide 71 parking stalls. Agreements with the adjacent property owners would provide 32parking additional stalls that are tobe shared through the adjacent developments. The analysis wo have conducted shows that the project site (Building Auses + the Nara Spa in building 8) needs to have 79 parking stalls. The site with the shared parking would have 183 parking stalls that are more than sufficient parking during the critical peak hours and off peak hours accommodate the peek parking demand of the proposed Nona Spa project combined with Building A. SUMMARY AND CONCLUSIONS This report analyzed the Peak Parking Demand for the proposed Nara Spa project. City staff determined that no net new trips would be added upon converting the grocery store to the proposed Nora Spa',that is supported by our analysis. Parking data was collected for the existing retail/restaurant(Building A)and grocery store uses (Building B) via the use of machine counters (road tubes)and calibration parking counts. In addition data was also collected for the Newlife Fitness&Spa facility that is similar in size and services provided to the proposed Nara Spa. These data was used to ascertain the needed parking for the proposed project coupled with Building A. The FWIVIC 22-721 identified one stall per 300 square feet(retail)and one stall per 100 square feet(restaurant use) which correlates into 97 parking stalls needed to accommodate the peak parking demand. VVe calculated the number of stalls per square feet using the peak parking demand that we collected divided by the square footage of the New|ifc Fitness &Spa facility. This would correlate into o parking stall per every 476s0.ft. which provides ' - JTE, Inc. Mr. Ick]inKim NARAPUAZA September 21' 2O06 Page-7' few9,ota|is than the Ckv'sminimum. Our analysis showed that the site needs to provide 79 parking stalls. The project site proposes to provide 71 parking stalls and have 32 additional parking stalls ' shared with the adjacent developments;thus providing 1O3 parking stalls. The proposed number nf parking stalls im more than sufficient to accommodate the peak parking demand for the project site. Please contact meat(2O6) 762'1Q78or email noeatiahetrafficy�(��)casLnetif you have any questions. , 0 - Sincerely, . ^ � � ` Mark l Jacobs, PE, FTOE. President lAKETRAFFC ENGINEERING, INC. K0]:mw k� 46 * �� ^'�,�� /� �r �- �_�, 4 ^ �l�� " =�, Inc. - - U VEHICULAR TRIP GENERATION V TABLE NARASPA- FEDERALVVAY ^ PARKING DEMAND ANALYSIS i pD TRIP RATE ETRPS8 TRIPS TOTALPASS-BY NET XITING NEW Specialty Retail Center(ITE Land Use Code Q14.5/]T5aq.f� - Building A u / AvegeVVoexday T=44.32X 212(50 ) ~-1�2(5 224 ` � ' AM . � | PNpeaKHour T=271X� 8�4%} 8�K��) 14 � 34� 9 ` ._ . High Turnover(Sit Down)Restaurant(OELandUmeCo�eQ32.3�}OO�q.�J- ��!d�QA Average Weekday T 127.15X 191(5OY6) 191(50%) 382 1 - ' | AK4 peak Hour T~ 11-52X 18 2��> 17(48%) ^ PK8 peak Hour T=1O'&2X 20(O1Y6) | 13(30��) 33 r--4�% 29 � _ _~ � Supermarket(RI Land Use Code 85O. 151M�7sq.��>- Existing Use, Building B Average Weekday T= 18J.24X 789 769(50%) 1'538 � Ay0 peak Hour �3'25X 30 -- -- 18(30%) 1 48 - - . PK0 peak Hou/ T= 10'45X 80(51Y6) � ' 77(49!&) i --197-- 3606 ' 100 . Specialty Retail Center(|TE Land Use Code 814'23,122 sq.ft. - Building Aand BCombined uses) Average Weekday T=�.3� 4�<��) 4�(�� 9� �- _ AM peak Hour - - - _ - - ....... ...__-_'__1 � P&1 peak Hour T 2.71X | 38(44Y6) ! 35(5G�> �3 3496 42 | Building A and 8 combined - Based on existing data collected byTrafficount Average Weekday AM peak Hour P&4peahHour T=2.0OX 33(50%) 34<50%V --- 71 (51 -grocery store; 10 -_retail/restaurant) / Building B(proposed Nara Spa) - Based on existing data(using peak hour between 3 PM and 7 PM) Av__ _ ............_-___l - _ ____ erage Weekday | A[NpeakHour - -------�-- - -- _ | P� peak Hour T~0�Xc �--- 3(33%) ----9 — . . `~. '�/ T=trips;XX per 1lX}Usq.ft. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (existing 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 trip. Breakout was derived prorating the trips generated usingthe ITE trip rates and the existing ingress/egress data Thursday oo.zuoo from 1auotouaon:averaged. ^Associated with Wednesday Customer survey during the pm peak<1aoo 1800):avo,ao*o� . Project: Korean Spa - Federal Way At Location: Located south of S. 316th St. and east of Pacific Hwy. S. NORTH r „;:,,.-:fio,,,,..„:.,„*li.i'tlfotAtil'i:0,!•;!.:'•''';Ltl'''' ,•',1!!:31.!''.'' ',. ......ii ' • , ' ,•'16f14.?. -.4- ,4,,,,,,,,,,--: - '•-''''.',iiii,',..)'7,'..', -5,441".--,,,,:t1Fgiollielzsgt,'.'i,i7,:: ?...:"!r,,!k.::',:.' ''''.,'31••:!,,,,.: : '' .:•,,,',.' ..,,w.T° ',,',,,,- ':,,.-:,' '''::,:: i--'-''',4 . frAii041:,.::;:t•-ii.,,i4tir,!:411102iir,jit:It!! 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':, w .§, •, ,--:',.,4...-., ''',:::,,,.:J,"=,''',7 ''''' 4 ' ,,, : ,4i,.4i -t iA. .;z.,,,,.....!.;,„;;;":,w,- ,,,,,,,,.'....'.,' .z, , !Komi, '"' -',: -...,, ' 'i. ..,,. 4 E.,!,. KOREAN SPA - FEDERAL WAY JTE, inc. PARKING DEMAND ANALYSIS FIGURE 1 VICINITY MAP • • Project: Korean Spa - Federal Way Location: Located south of S. 316th St. and east of Pacific Hwy. S. NORTH07 ' . _ - .- ,,,i,•: 1 , .. - .... ..- . ' - . '.. .......-..._............. „ iii . 1.. • -,-,L - r... ,t,,, 10, _ E6.6...6660 14.606.D649.i6 1 i . -- I S:1;1 it' 6 .-- !' . , ''''''''' 6---J :II 1 ,..40 A,;6666i56.N .6:Li...1..'.61...!, -- ,- •16. 16 4 f1 --; -1-1H-1"1'0"1"1-1.1"1-8 .?-ori,27, ., trArrn i 14_ 1 _1 ......... ; ,.....---- ;,;,...........,. — :' 11, 111 'N1.1-1-1-1-i-i , 4 ;..__ -- 1 i 1.... KI,?) ,,,A * f'z'....,,,,..,: .t 44 (41ill,..;Mr I , A-1-0 ) Note: A 8.5 x 11"copy of the site plan is included with the report KOREAN SPA - FEDERAL WAY JTE , Inc. PARKING DEMAND ANALYSIS FIGURE 1 SITE PLAN . .-- — m.•=44' 1,,, ,,. Mt.l " 11 '1* trAt 'AVA '1VH1•114,4 ,:///'c...:...\\ . - Muatul+C,,Uni.si+014.aN,JV .'.47***77:71. 44.14Q V7V1,1 VIRUS HI 9“: i --- _ .................. S):1]-1,SVA 1,H3 A ..: .. 41 ..,ktIO'ciAi ()J, \,.011 )..)3AITt.i :4S0,104.i. \ --..._...--) • ..... . , __,......... . : . LI , • ‘7-!..1. ti - -,i0 i . i: t.,,,,, I,, i!: '111: , - )-I ,! i I ! -- —1l,s,14, l4PEEI:- —• ,,,,,Afai1, 4„, c--, ,•,• , : __ , . ....... ' . . „1, . . • ,Li, ,,..... ! , , • . . !. . . . : . . _ • • I , -,,,,,,A, ."1,_,, ,...,„,., ....,:,•:, „, .,,,! i , . 1,-- 1111' 1:1- '11-1: • ,-!„! l' li.EP2.11, : . . .. , . ! ,.. 1, 1^ 1'i El 1"•11;,::: 1,a,":'• '',"'1" ' • 1 . ., • , . , 1 : •• . 2 ''')' :,:: 1, .••• , . .„ • „, ..•• , ! . , , 1 1 : ' 1 I• • , . • . ,. , • „. 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J l''• 99 . , ! i 1 \ ', k ' \ • to Q 111' 4 : , . 1 , . , . \ 1:: 11: : • • \ 1: , ,,, . ilk 1 • :1 ' ' ' • 1 1.• • • ,\---..-__.———..-,-,..,,,,1_,____.—. , • • _ - . .. .„ . - ........_ — .... , ........... _-•, SEP-20-2004 11:29 STEINER NORRIS PLLC 206 628 3049 P.07/0? • • • • AD ENO 4 • • V• t 11*ate n nada on Mach 10,!fit bdwee'ai&%ba Platsnontip Ind Felon, Enoculek and ehN Itnapoisled sandBkis of ete8hOd PsddndF41161111fli Agnietoonteird ' Fabloy23,1Q0i, In add in be We Shand P along Easement +tewrtt,blititifti NM Pnannahlo end ' swim, Wed *vtearg pnking an Ins whir ode*wapitis tuna gnawton bit Ni samintonlY to bran* b'ireted Paddr d Mt � end dedd tat Inky mat: RadtkIkes dIfni Ireddno bib dug bat thined nibs* • • • •*AY E*rcvm • ' 4 lit Ddidllig et Pi of `C? *1 11 0ut4ede l MI Pr rr+ .. • - 20080802000011.001 1111 , I l' i li i il , 2006060200001.I Return Address: HOLLAND & KNIG OS 33.00 PAGE64161E:1747 tpiA 7. Wall ;ING CONTY, 1:10 Holl4nd fr Knight LLP 111 SW 5th, Suite 2300 EXCISE TAX NOT REQUIRED Portland, OR 97204 King .. Records ENsion BY: ,Deputy rendf zaks.„, _mast pint or type informalion'WASHINGTON STATE RECORDER'S Cover Sheet (nwaoi) Document Title(s)(or transactions contained therein):fall areas applicable to your document gm be filled in) 1.Second Apandment to Easement Act 2 3 4 Reference Number(s)of Documents assigned or released: Additional reference Vs on page of document Graoter(s) (Last name,rust name,initials) OWNER — Parcel 092104-931? I woodetnne Cred t Union 2 Additional names on page of document Gratstee(s) (Last name first,then first name and initials)OWNER Parcel 092104-9304 I Western Palisade Inc. 7 2 Additional names an page of document Legal description(abbreviated: i e lot,block,plat or section,township,range) Lnt_ ri11gDtlnty Short Plat Number 2860281Lot 2 IlLgn — County Short Pint Number 281023R l Additional legal is on page of document. )--"ElEIFIr-IC---- Assessor's Property Tax Parcel/Account Number 0 Auesser Tux#not yet assigned 092104-9304 0.9.210,4-4117 The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to 1 verify the accuracy or completeness of the indexing information provided herein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18,010. I understand that the recording processing requirements may cover up or otherwise (obsiiffe-,,,,is pa of the text of the original document. —...---) 1)VD ' St ic Signature of Requesting Party KING,WA Document:EAS MOD 2006.0602000011 Page:1 of 7 Printed on:9/15/2006 1:38:06 PM 20060602000011.002 SECOND AMENDMENT TO EASEMENT AGREEMENT THIS SECOND AMENDMENT TO EASEMENT AGREEMENT (this "Amendment") is made this 20th day of October, 2005 by and between WOODSTONE CREDIT UNION, a Washington corporation ("Woodstone"), and WESTERN PALISADE INC.,a Washington corporation("Western Palisade"). RECITALS A. Woodstone is the successor owner of real property Parcel No. 092104- 9317 located in King County, WA.,which is legally described in Exhibit A attached hereto(the'Woodstone Property"). Western Palisade is the successor owner of real property Parcel No. 092104-9304 located in King County,WA.,which is also legally described in exhibit A(the"Western Palisade Property"). Woodstone's predecessor in title to the Woodstone Property and Western Palisade's predecessor in title to the Western Palisade Property entered into a Shared Parking Easement Agreement, dated February 23, 1994,and recorded in the real property records of King County, WA., as Document No. 9408302086, as amended by a Shared Parking Agreement Addendum,dated March 10, 1994,and recorded in the real property records of King County, WA., as Document No. 9811101913 (as amended, the "Agreement"). The Agreement purported to establish a cut-through easement for passage between the parties'respective properties for ingress and egress and the right to use the parties' respective parking areas. B. The parties have now agreed to make certain changes to the Agreement as set forth in this Amendment. AGREEMENT NOW THEREFORE,for and in consideration of the payment by Woodstone to Western Palisade of the sum of$31,978.50,the receipt and sufficiency of which is hereby acknowledged, and the mutual promises herein contained, the parties agree as follows: 1. Location of Driveway Easement. The Agreement does not precisely specify the location of the cut-through easement. The Agreement is hereby modified to provide that the cut-through easement will cross the parties' common boundary line at the location identified in Exhibit A. 2. Driveway Construction Costs. Section 2 of the Agreement provides that the parties will share the costs of constructing a new common access driveway between the Woodstone Property and the Western Palisade Property over the cut- through easement. Section 2 of the Agreement is hereby modified to provide that Woodstone will bear all costs associated with constructing that portion of the KING,WA Document:EAS MOD 2006.0602000011 Page:2 of 7 Printed on:9/15/2006 1:38:08 PM 20060602000011 003 common access driveway which is located on the Woodstone Property, Western Palisade will bear all costs associated with constructing that portion of the common access driveway which is located on the Western Palisade Property, and the parties will share the cost of obtaining any permits required for constructing the common access driveway. 3. Driveway Maintenance Costs. Section 3 of the Agreement provides that the parties will share the costs of maintaining the common access driveway. Section 3 of the Agreement is hereby modified to provide that Woodstone will bear all costs associated with maintaining that portion of the common access driveway which is located on the Woodstone Property, Western Palisade will bear all costs associated with maintaining that portion of the common access driveway which is located on the Western Palisade Property, and the parties covenant and agree to keep the common access driveway located on their respective properties in good condition and repair. 4. Notices. A new Section 9 is added to the Agreement as follows: Any notices required by this Agreement shall be sent to the following addresses: Woodstone Credit Union 33615 1st Way,S. Federal Way,WA 98003 Attn: Susan Streifel With a copy to: Holland&Knight LLP 111 SW Fifth Avenue,Suite 2300 Portland,OR 97204 Attn: Louis A.Santiago,Esq. And to: Western Palisade Inc. P.O.Box 3858 Federal Way,WA 98003 With a copy to: Kenton L. Longley,Esq. P.O.Box 82774 Kenmore,WA 98028 2 KING,WA Document:EAS MOD 2006.0602000011 Page:3 of 7 Printed on:0115/2006 1:38:08 PM 20060602000011.004 5. Counterparts. This Amendment may be executed in any number of counterparts, any or all of which may contain the signature of any one of the parties,all of which shall be construed together as a single instrument 6. Conflicts. If the provisions of this Amendment conflict with the provisions of the Agreement in any way, the provisions of this Amendment shall control. 7. Ratification. The Agreement, except as herein amended, is hereby ratified and remains in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this instrument. WOODSTONE CREDIT UNION Its: PeiStetkOk5 WESTERN PALISADE INC. Its: (Acknowledgements on the next page) 3 KING,WA Document:EAS MOD 2006.0602000011 Page:4 of 7 Printed on:9/15/2006 1:38:08 PM 20060602000011.005 ACKNOWLEDGEMENTS STATE OF WASHINGTON ) ) SS COUNTY OF Ai 4 4 _) ../ I certify that I know or have satisfactory evidence that&i,riin ,,c-irpts-ft/ is the person who appeared before me,and said person acknowledged that(he/she) signed this instrument, on oath stated that(he/she)was authorized to execute the instrument and acknowledged it, as the i- -:•;eirwtee,ce7 of Woodstone Credit Union, to be the free and voluntary act of s ch party for the uses and purposes mentioned in the instrument. ...,...........NNA,,, ..„--,.- 1.,...10N,,”11, Dated:17,/74,1,44.--- ,/,',-.14,0-5— if%9:;."44 • . , , o riittrofor of Washington tob.4ppoilitmqntiNfres: 7-14.2aae ...= `1111,$(1.. Ai i..`:-.s:-:'' 1+1,..; • STATE OF WAS INGTON I) SS COUNTY OF , i ) I certify that I know or have satisfactory evidence that \ .. is the person who appeared before me,and said person acknowledged that(he/she) signed this instrument,on oath stated tki. (hOke) was authorized to execute the instrument and acknowledged it,as the Ls.. >,...J‘-• of Western Palisade Inc., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. •• Dated 0,1'•-•-\-% \ >%')" f .\ 10 "Ni ritialish- -_Ni.....- Notary '. 'elicEoL:11•111i7. T. hi `: My appointment eipiree:; ' iPr_rrisr... . rr•-:C..-1.4,sF,c, , . , k: r I [Exhibit A on the next two pages) If 2834234_v4 4 KING,WA Document:EAS MOD 2006.0602000011 Page:5 of 7 Printed on:9/15/2006 1:38:08 PM 20060602000011.006 EXHIBIT A CUT-THROUGH EASEMENT AFFECTING PARCEL NO.092104-9317 AND PARCEL No.092104-9304 A 24 FOOT WIDE CUT-THROUGH EASEMENT LOCATED ALONG THE COMMON BOUNDARY LINE BETWEEN THE HEREINAFTER DESCREED PARCELS THE CENTER POINT BEING LOCATED ON THE wEsT LINE oF Lor 2,KING COUNTY SHORT PLAT NUMBER 285028.A DISTANCE OF 146.50 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 2 PARCEL NO.092104-9317 LOT Z KING COUNTY SHORT PLAT NUMBER 206026 RECORDED UNDER KING COUNTY RECORDING NUMBER 5701060715 BEING A SHORT PLAT OF LOT Z KING COUNTY SHOFTT PLAT NUMBER 178060 RECORDED UNDER KING COUNTY RECORDING NUMBER 7902220525,BEING A PORTION OF TIC SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9,TOWNSHIP 2i NORTH.RANGE 4 EAST.W.M,IN KING COMITY,WASHINGTON, TOGETHER WITH AN EASEMENT FOR INGRESS,EGRESS AND UTILITIES OVER TRACT"A";AS DELINEATED ON AND DESCRIBED IN SAID KING COUNTY SHORT PLAT NUMBERS 7T8050 AND 205026 EXCEPT AND PORTION THEREOF LYING WITHIN THE ABOVE DESCREED MAIN TRACT. PARCEL NO.092104-9304 wr2 OF KING COUNTY SHORT PLAT NUMBER 281023R.RECORDED UNDER RECORDING NUMBER 8108050296 RECORDS OF KING COUNTY,WASHINGTM EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT Z THENCE ALONG THE WEST LINE THEREOF SOUTH 01•12'04*WEST,stzoo FEET TO THE SOUTHERLY MARGIN OF PROPOSED SOUTH 31e STREET(AID.102)AND THE TRUE POINT OF BEGINNING: THENCE ALONG SAID SOUTHERLY WWI SOUTH 88'17 05 EAST,873 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTH HA WIG A RADIUS OF S93.00 FEET; THENCE EASTERLY 11941 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08055'55; THENCE SOUTH Mir o4-WEST,178.3S FEET TO THE SOUTH UNE OF SAID LOT Z THENCE ALONG SAID SOUTH LINE NORTH mr tr 05'WEST.119.83 FEET TO THE SOUTHWEST CORNER OF SAID LOT Z THENCE ALONG THE WESTERLY UWE OF SAID LOT Z NORTH 0112'04*EAST,6000 FEET; THENCE NORTH mrlr Or WEST,SW FEET THENCE NORTH 01'12 04'54ST,10601 FEET TO THE TRUE POW OF BEGINNING; AND EXCEPT THAT PORTION CONVEYED To KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER men 80640- (ALSO KNOWN AS car a.KING COUNT?LOT LINE ADJUSTMENT NUMBER 8E10013,RECORDED UNDER RECORDING NUMBER 9035041240J SITUATE IN THE COUNTY OF WIG,STATE OF WASHAIGTON 03-08-0S cut thnwch sesernantdoo -I- E AR T H y 8 C IN ftICO rniourow,noMow KING,WA Document:EAS MOD 2006.0602000011 Page:6 of 7 Printed on:9/1512006 1:38:08 PM 20060602000011.007 sec 9 121 21 R 4 E.WU — — S J16/11 ST A 07 7 N.C5P milazwr AEC focnosons Mg 2 PARCCI.00 092104.4704 X.CS.P.NO.MOS Ka NO iflOtOginS • PARatWI097104-9111 Olt coma POO TCR --4")4PjzsEapt tAtc - an-mow,MIND", N 15 sw con , Lot EXHIBIT MAP CUT-THROUGH EASEMENT ACAD Ho On 4;40 Mu ease:fowl Myth 7, 200S E AR ,T E C --tow Nt IH . 70.Ilmee %WIZ"B" 4 44144 KING,WA Document:EAS MOD 2006.0602000011 Page:7 of 7 Printed on:9115/2006 1;313:08 PM CITY OF MEMORANDUM '�... Federal Way Public Works Department DATE: September 7, 2006 TO: Lori Michaelson, Senior Planner FROM: Sarady Long SUBJECT: NARA SPA - (06-104007-00-AD) 1805 S 316TH ST I have reviewed the submitted Parking Study for the above project and the following technical comments must be address. 1. The study identified 24 additional parking spaces to be shared with the adjacent development; however there is no mention as how this would be accomplished. Please provide supporting documentation if a shared parking arrangement has been made or delete any reference on this subject. From: Lori Michaelson To: jbryant@ckarch.com Date: 9/8/2006 11:31:12 AM Subject: Nara spa parking study We have completed our review and identified one key question/concern.The study says that Building B (retail/restaurant)will be parked"per code: 1:300".This is the correct parking ratio for the retail component. However,the code requires 1:100 for sit-down restaurants. Therefore,the study will need to be modified to clarify the restaurant component of building B. We have no major concerns about the parking study as it pertains to the Spa component only. We can proceed one of two ways: (1)issue a written response now,stating that the study can be accepted with respect to the Spa only,but it will need to be amended with respect to Building B;or(2)Hold a written response until you submit a modification to the study that addresses the restaurant issue, in which case our response can address the full study. Let me know,by phone(253-835-2645)or email,how you want us to proceed. Also,I do not have a phone number on file for you.Please provide me with that. Thanks. Lori Michaelson,AICP, Senior Planner City of Federal Way PO Box 9718 33325 8th Avenue South Federal Way,WA 98063-9718 253-835-2645 lori.michaelson@cityoffederalway.com CC: saradyl Doc.I.D. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES MEMORANDUM& TRANSMITTAL DATE: August 15, 2006 TO: Sarady Long, Traffic Analyst FROM: Lori Michaelson Hi Sarady. Attached please find a parking study' for the Korean Health Spa site at 316th Street. The applicant is looking for City review and determination on whether or not we can accept the study as the parking basis. If this is not sufficient for your review, let me know what additional information you need from them. I have requested a second copy of the study for my review as well. However, as you know, Planning will rely on Public Works' input in making the determination. If possible I would like your technical comments within approximately one week. Let me know if this time frame does not work for you. Thanks! Nara Spa Parking Demand Analysis,by JTE,Inc.,dated August 7,2006,received by City August 11,2006 Doc.I.D. as-/ 7 4,6 RECEIVED AUG 1 1 2006 CITY OF FEDERAL WAY BUILDING DEPT. August 10, 2006 Lori Michaelson, AICP, Senior Planner City of Federal Way PO Box 9718 33325 8th Avenue South Federal Way, WA 98063-9718 RE: NARA SPA (Formerly Korean Health Spa) 1727 South 316th Street Pre-App File #06-101211-000-00-PC Dear Ms. Michaelson: Attached is a copy of the Parking Demand Analysis for the subject project establishing the parking needs for the proposed use as well as the existing uses. We are asking for your review and an administrative determination as to the acceptability of the conclusions and recommendations in the report. Attached also is a check for $55.00 for the filing fee. Sincerely yours, /n' James Bryant, Al roject Manager 195 Front Street North•Issaquah•Washington•98027 Phone (425) 392-7339•Fax (425) 392-7409 (206,9o9. /93.3- Lori Michaelson - Nara spa Page 1 1 From: Sarady Long To: Lori Michaelson Date: 10/13/2006 2:07:13 PM Sp4 . /S,o ii "P-- S-- Subject: Nara spa Lori, I have reviewed the submitted parking study as it relate to the Nara Spa project and I'm okay with the study. Based on the report, the project would need 32 parking spaces to meet the expected demand (customers and employees). This should be adequate for the Nara Spa proposal. In addition, the report also identified needing 47 parking spaces for the existing 5,075 sq.f tail and 3,000 sq. ft. restaurant. So, the total parking needed on site is 79 spaces (32 Nara Spa ,47code base for existing use). The project will provide 71 spaces on site with additional 32 spaces as tired parking with adjacent developments. Sarady 50 resa- 31r''"° v" 411'.y..' *z / v ✓/., - )• - r/e.S S - 2- 20 L November 1, 2006 David Lee Associate Development Services Department P.O. Box 9718 Federal Way, WA 98063-9718 Subject: Nara Spa Revised Parking Layout Dear Mr. Lee, Thank you for alerting us to the November 7th deadline for the City of Federal Way review for this project. Attached is our proposed plan for the parking lot layout . The plan reflects the actual site conditions as indicated on a survey by the civil engineers, David Evans and Assoc. We recognize that the parking lot was not built in 1992 per the approved plans. The attached plan indicates our attempt to bring it closer to conformance. We have received two letters from the City outlining the requirements: one from Deb Barker dated May 11, 2006 and one from Kathy McClung dated October 17, 2006. Ms. McClung clearly states that 71 proposed stalls are sufficient to meet the parking requirements. We are proposing 71. The decision of parking sufficiently is the result of a departmental staff review by the City of Federal Way Seventy-one stalls require 1,562 s.f of parking lot landscaping. We have shown the existing landscaping to remain and the proposed on the plans. We more than meet code. In addition, we will be proposing new landscaping for the parking lot, removing grassed areas and adding trees, shrubs, and groundcover. Dumpsters will be screened with walls and landscaped. All landscaping will be irrigated. Our concern at this point is based on the fact that the parking lot was originally built and approved by King County. The stall and aisle widths are different from those in Federal Way. Are they acceptable as shown? King County allowed 8' compacts. We are showing some 8' compacts. How many are we allowed? The accessible stall requirement is taken from the IBC. Does that meet your approval? We will proceed with the site plan review process once we receive your permission to proceed. We assume that this submittal with "stop the clock" and set a new deadline. Thank you for your help. 0 6 - 101 8 7 7 T Ry I TLE PS RESUBMITTED NOV 0 1 2006 r asters CITY OF FEDERAL WAY BUILDING DEPT. 195 Front Street North•Issaquah•Washington•98027 Phone (425) 392-7339•Fax (425) 392-7409 JTE . Jake Traffic Engineering, Inc. . Mark J. Jacobs, PE, PTOE President 1131 8th Ave SW — Seattle, WA 98106 — 2001 Tel. 206.762.1978 - Cell 206.799.5692 - Facsimile 206.762.1918 E-mail jaketraffic @ comcast.net October 7, 2006 Sarady Long, Traffic Analyst A E CITY OF FEDERAL WAY 4 ,ii P0 BOX 9718 Federal Way, WA 98063-9718 OCT 10 2306 Re: Nara Spa - Federal Way PUBLIC WORKS Parking Demand Analysis DEPARTMENT Dear . ong, 574_e-`S Enclosed is a copy of the Nara Spa Parking Demand Analysis reports dated September 21, 2006 per your request. Contact us if you have any comments or questions. Sincerel , / i Mark J. Jac►• I" PTOE, President JAKE TRAF EERING, INC cc: Mr. Carl Easters (transmittal letter only) EASTERS & KITTLE 195 Front Street N. Issaquah, WA 98027 \Engmearl\sLette o(Transmittal\2006 036-Leccer of Transmntai Pon-Seretly Long dot JTE . Jake Traffic Engineering, Inc . Mark J. Jacobs, PE, President 7731 8th Ave SW - Seattle, WA 98106 - 2001 Tel. 206.762.1978 - Cell 206.799.5692 - Facsimile 206.762.1978 E mai! jaketraffic@comcast.net September 21, 2006 Mr. Ick Jin Kim NARA PLAZA PO Box 3858 Federal Way, WA 98063 Re: Nara Spa - Federal Way Parking Demand Analysis Dear Mr. Kim; We are pleased to submit this Parking Demand Analysis for the proposed 15,047 sq.ft. Nara Spa project located on the south side of S. 316th Street at about the 1800 block in Federal Way. The project site is developed with two buildings (Building A and B). Building A provides retail/restaurant and Building B is developed with a grocery store. This project would replace the existing grocery use at the site located in the west portion of the project site in Building B. Access to the site is provided via a driveway on S. 316th St. and an internal parking lot connection to the south. This Parking Demand Analysis contained herein is in response to the City of Federal Way Pre- Application Conference Summary dated April 13, 2006 (attached in the appendix) determining the classified use of the proposed Nara Spa project. The City's letter the classified the project as an "Entertainment" use. Pending further information City staff has determined the use to be one of the following: ➢ Retail establishment providing entertainment, recreational or cultural services or activities ➢ Private club or lodge ➢ Health club The above uses are not consistent with the proposed Nara Spa facility. Some of the services provided by the proposed Nara Spa are: ➢ Treatment& Message Therapy ➢ Spa area ➢ Office/Retail space (sell beauty products such as shampoo, conditioner, hair condiments, etc.) These identified services for the Nara Spa correlate more to a Beauty Salon type use than the above mentioned uses by the City. .,\Enginee2\c\-Groiec? ies\006.0.36 Nara Spa-Na.av!iiage-Feee.ai.ay`.Gar+ing nay,is\NaiaSpaP,-Fngalaoc JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-2- It is our understanding that the Newlife Fitness&Spa facility located in Lynwood provides similar services to the proposed Nara Spa and is similarly sized. This facility is -14,305 sq. ft. in size and employs -10 employees during peak use times. Because of the similarities we conducted manual customer surveys at this similar facility to provide insights into parking and trip generation characteristics of the proposed Nara Spa facility as a part of this study. Briefly,the format of this report provides a description of the proposed project, discusses the existing uses on the site,the trip generation of the existing uses based on ITE data and existing parking counts for the existing facilities(Building A and B)and existing parking counts for a similar use facility in conjunction with the proposed project and the detailed Peak Parking Demand Analysis. The summary, conclusions and recommendations begin on page six of this report. PROJECT INFORMATION Figure 1 is a vicinity map showing the location of the proposed site and surrounding street network. Figure 2 shows a preliminary site plan prepared by Easters& Kittle. The plan shows the existing layout of the project. The proposed Nara Spa is identified as Building B and is to replace the existing grocery store. The site plan also shows Building A(retail/restaurant) which is to remain upon the completion of the tenant improvement of building B into the proposed Nara Spa. Parking for 71 vehicles is proposed between Buildings A and B including three handicapped. Access to the site is provided via a driveway on S. 316th St. and an internal parking lot connection to the south. Parking easements to provide 32 shared parking stalls with the adjacent property owners exist. Copies of the shared parking easements are attached in the appendix. Full development and occupancy of the proposed Nara Spa project is anticipated to occur by 2008, presuming the permits are issued in a timely manner. However,to ensure a conservative analysis 2011 has been used as the horizon year. EXISTING ENVIRONMENT Project Site The site is presently developed with the following uses: ➢ Building A: o 5,075 sq.ft. retail o 3,000 sq.ft. restaurant ➢ Building B: o 15,047 sq.ft. grocery store Building B is to be remodeled into the proposed Nara Spa. Building A will remain. \\Engrnner2\c'�rroxn fiien\IO06036"iara Spa Nara V,iiaga-Nn0era ay.a,N"gnneiyaa\Na:aSpaparkngRi aoc JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-3- Existing Parking The existing site currently provides parking for 69 vehicles; per field count. In conjunction with the conversion of the grocery store to the proposed Nara Spa the parking lot would be re-striped to add three more parking spaces. Street System The primary streets within the study area and their classifications(per City of Federal Way Functional Classification of Existing and Planned Street and Highways Map)are as follows: ➢ SR - 5 Freeway ➢ Pacific Hwy. S. Principal Arterial ➢ S. 320th St. Principal Arterial ➢ S. 312th St. Minor Arterial ➢ 23rd Ave. S. Principal Collector ➢ S. 316th St. Principal Collector Transit Service We have reviewed the Metro Transit website (www.metrokc.gov)for bus transportation in the vicinity of the proposed project. Metro Transit route 174 provides service running north- south on Pacific Hwy. S. and east-west on S. 316th St. along the vicinity of the proposed project. Additional information on these routes can be obtained on their website. TRIP GENERATION City staff reviewed the trip generation of the proposed facility and determined that no new trips were to be generated by the proposed Nara Spa project, thus further traffic analysis is not required. A Trip Generation (Table 1) was conducted to verify the City's comments using the Institute of Transportation Engineers (ITE)Trip Generation data and the traffic data collected at the site driveways as a part of the Parking Study data collection. The existing data collected for the existing retail/restaurant and grocery store use was used to determine a PM peak hour trip rate for the existing uses on the site. Likewise is the case for the data collected for the Newlife Fitness &Spa in Lynnwood; a similar facility to the proposed Nara Spa. Presuming that the customer survey conducted correlates to the entering and exiting traffic,a PM peak hour trips rate can be determined. Based on Table 1 the trips generated by the grocery store are much higher than the trips associated with the proposed Nara Spa (51 - grocery store; 9 - Nara Spa). Thus the City's position that no additional traffic would be generated by the tenant change is confirmed. PARKING IMPACT ANALYSIS Parking requirements are governed by the City of Federal Way Municipal Code Sections 22- 1377 Number of spaces - Minimum and 22-1398 Criteria. The required number of parking \\Eng,Pees\c\-P,OjeCl Fdea\2006036 Nara 6Pa Naraviiiage Federal av\Parxinp�.naM,WaraSPaP.0 gR1 ooc JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-4- spaces for a retail/office (which encompasses beauty salon) use per FWMC 22-721 is one stall per 300 square feet. The pertinent sections of the FWMC are attached. The proposed project area services both Building A and B. Building A and B both are referenced by FWMC 22-721 and provide a combined -23,122 square feet retail, office and beauty salon use. Federal Way Municipal Code requires that the proposed Nara Spa (building B)and Building A provide 97 parking stalls, based on one parking stall per 300 square feet for the spa and retail area and per 100 square feet for the restaurant space. The proposed project is to provide a total of 71 parking stalls, 26 less than the required by City code. However, 32 parking spaces are to be shared through the adjacent developments thus a total of 103 parking stalls,thus the provided would exceed the City criteria. Parking Demand Existing Site Use Trafficount was retained to collect traffic entering and exiting the site and to conduct parking calibration counts. The data was collected using machine counters placed at the two driveways south of S. 316th St.just northeast and south east of Building B. The machine counters recorded all of the ingress and egress vehicles over a five-day period,Thursday May 18, 2006 to Monday May 22, 2006. Periodic physical counts were performed by counting the number of cars parked in the parking lots at project site. These physical counts were used to calibrate the collected traffic data to determine the peak parking demand on the project site. The summary of the collected daily traffic volumes is attached in the appendix. The following table is a summary of the peak parking demand based on the collected traffic data by Trafficount: Start Thursday May 18, Friday May 19,2006 Saturday May 20, Sunday May 21, Monday May 22, Time 2006 2006 2006 2006 Parking Demand Parking Demand Parking Demand Parking Demand Parking Demand 0100 -- 4 1 14 1 0200 - 4 1 13 1 0300 - 4 2 12 1 0400 - 4 1 12 1 0500 - 5 1 10 2 0600 - 4 4 11 2 0700 -- 3 1 11 1 0800 - 12 5 14 8 ' 0900 - 22 14 14 19 1000 31 31 21 19 26 1100 39 38 31 36 34 1200 39 49 45 34 - 1300 36 50 49 35 - 3 1400 31 44 47 34 - 1500 38 45 51 39 - 1600 42 40 47 39 - 1700 34 31 47 41 - 1800 36 28 47 45 - 1900 25 23 42 40 - 2000 13 24 35 27 - 2100 10 19 24 16 - 2200 5 14 18 5 - 2300 6 5 18 3 - 2400 4 3 18 2 - \\Engineer?\c\-prcjeu rd,,V006036 Nara Spa-Na,aVillege-Fe0e,aiway\pa,kingAnaiy,,,\NaiaSCapa•kngFo epc JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-5- The peak parking demand based on the collected data is 51 vehicles that occurred at 1500 hours. The 51 vehicles are depicted for the existing uses on the project site (retail/restaurant and grocery store uses, Building A and B, respectively). The allocated number of parking stalls currently on the site (69 parking stalls) is more than sufficient to accommodate the peak parking demand. The data indicates that the restaurant on the site primarily serves lunchtime patrons. Parking Demand of Newlife Fitness&Spa; a similar facility We have reviewed the ITE Parking Generation for peak parking demand rates for the proposed Nara Spa. The Parking Generation does not identify a use associated with the Nara Spa or a Beauty Salon type use. As iterated earlier in this report a similar facility to the proposed Nara Spa exists in Lynnwood. This facility is similar in size (14,305 sq.ft.),the services provided (10 employees on site during peak usage)to the proposed Nara Spa and is a part of a larger center. In order to ascertain parking demand we identified through correspondence with the project team that the typical peak usage was in the afternoon/early evening. Based on this information we conducted a customer survey between 1500 - 1900 hours for both a weekday and Saturday weekend time period. A manual customer survey was done due to the shared nature of the parking lot serving the Newlife Fitness&Spa facility that makes a road tube parking study infeasible; aka need to separate the spa patrons from other patrons of the center. The customer survey evaluated the time and number of people that entered and exited the facility. The customer survey data that we collected is as follows: Start Time Saturday June 17, 2006 Wednesday Ju17 26, 2006 Ingress Egress Total Ingress Egress Total 1500- 1559 9 7 16 5 1 6 1600- 1659 6 6 12 3 1 4 1700- 1759 5 11 16 8 6 14 1800- 1859 10 8 18 8 10 18 Total 30 32 62 24 18 42 Average 8 8 16 6 5 11 Based on our analysis the peak parking demand generated by the Newlife Fitness&Spa occurs in the evening time period from 1800 to 1859 hours. Inferring from the data shows indicates that during the weekday and weekend the maximum number of customers parked was 18. This value does not include employee parking. We understand that the Newlife Fitness &Spa facility has 10 employees on the site during the afternoon time period. Assuming each of the 10 employees drive to work separately and park their vehicles during the peak period would result in an employee parking demand of 10 parking stalls. Combining the customer and employee parking results in a peak parking demand of 28 (18 customers + 10 employees) stalls;say 30 to ensure a conservative analysis. \\EPgneer2\c\-Prot<ct ilea\2006056 IJara Spa tlaea vIlage-,aaal«ay\ParxinpPnay€5\Iaa[asD.Parkngkl aoc JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-6- A parking demand rate for the Newlife Fitness&Spa can be calculated using the collected data and the size of the building. The parking rate is calculated to be one parking stall per every 476 square feet(14,305 sq.ft./30 parked vehicles). Using the calculated Parking Demand for the proposed 15,047 sq.ft. Nara Spa would identify the need to provide 32 parking stalls that are fewer than the minimum required by the City of Federal Way code that requires 50 stalls (based on one stall per 300 sq.ft.). The total parking needed on the site based on the calculated parking rate for the Nara Spa and City code for the balance of the site is 79 (32 + 47 (5,075 sq. ft. retail/one stall per 300 sq. ft. + 3,000 sq.ft. restaurant/one stall per 100 sq. ft) parking stalls. Peak Parking Demand Summary The parking demand for the existing site was determined based on existing data collected by Trafficount(for the existing uses, retail/restaurant and grocery store)and us (for the similar Newlife Fitness&Spa facility). The parking demand for the existing uses in Buildings A and B occurred at 1500 hour. The peak parking demand for the Nara Spa as determined using the data we collected for the Newlife Fitness &Spa facility was determined to be 32 parking stalls that is less than required by City code for a retail/Beauty salon use. The peak parking demand for the Nara Spa is projected to occur at 1800 hour for both weekend (Saturday)and weekday. The project site is to provide 71 parking stalls. Agreements with the adjacent property owners would provide 32 parking additional stalls that are to be shared through the adjacent developments. The analysis we have conducted shows that the project site (Building A uses +the Nara Spa in building B) needs to have 79 parking stalls. The site with the shared parking would have 103 parking stalls that are more than sufficient parking during the critical peak hours and off peak hours accommodate the peak parking demand of the proposed Nara Spa project combined with Building A. SUMMARY AND CONCLUSIONS This report analyzed the Peak Parking Demand for the proposed Nara Spa project. City staff determined that no net new trips would be added upon converting the grocery store to the proposed Nara Spa;that is supported by our analysis. Parking data was collected for the existing retail/restaurant(Building A) and grocery store uses (Building B) via the use of machine counters (road tubes) and calibration parking counts. In addition data was also collected for the Newlife Fitness &Spa facility that is similar in size and services provided to the proposed Nara Spa. These data was used to ascertain the needed parking for the proposed project coupled with Building A. The FWMC 22-721 identified one stall per 300 square feet(retail) and one stall per 100 square feet(restaurant use) which correlates into 97 parking stalls needed to accommodate the peak parking demand. We calculated the number of stalls per square feet using the peak parking demand that we collected divided by the square footage of the Newlife Fitness &Spa facility. This would correlate into a parking stall per every 476 sq.ft. which provides \Engineer3\c croJec,cie.\]0060S5 Nara Spa Nara vii'agc Feaerai . arringFnarsieNaraSDapar.ngai aoc Sarady Long - Nara spa Page 1 From: Sarady Long To: Lori Michaelson Subject: Nara spa Lori, I have reviewed the submitted parking study as it relate to the Nara Spa project and I'm okay with the study. Based on the report, the project would need 32 parking spaces to meet the expected demand (customers and employees). This should be adequate for the Nara Spa proposal. In addition, the report also identified needing 47 parking spaces for the existing 5,075 sq. ft. retail and 3,000 sq. ft. restaurant. So, the total parking needed on site is 79 spaces (32 Nara Spa + 47 code base for existing use). The project will provide 71 spaces on site with additional 32 spaces as shared parking with adjacent developments. Sarady JTE, Inc. Mr. Ick Jin Kim NARA PLAZA September 21, 2006 Page-7- fewer stalls than the City's minimum. Our analysis showed that the site needs to provide 79 parking stalls. The project site proposes to provide 71 parking stalls and have 32 additional parking stalls shared with the adjacent developments;thus providing 103 parking stalls. The proposed number of parking stalls is more than sufficient to accommodate the peak parking demand for the project site. Please contact me at(206) 762-1978 or email me at jaketraffic@comcast.net if you have any questions. 1aJ,40 �':' w"s 0 n Sincerely, 9 I p� j , Mark J.Jacobs, PE, PTOE, President ‘11041.;;;01.1" 'is.i c�cN JAKE TRA F• FIC AFFIC ENGINEERING, INC. MJJ: cvv +' O ?.Zr 04 1R woe \\knginae2\c\-Pi0tact f ilea\2006 036 Nara 30a Nara V aage re0era way\Parking/.naysie\SaaS Pe!k ngR1 00c JTE, Inc. VEHICULAR TRIP GENERATION TABLE 1 NARA SPA- FEDERAL WAY PARKING DEMAND ANALYSIS TIME TRIP RATE TRIPS TRIPS TOTAL PASS BY NET PERIOD ENTERING EXITING NEW Specialty Retail Center(ITE Land Use Code 814,5,075 sq.ft. - Building A Average Weekday T=44.32X 112 (50%) 112(50%) 224 - - AM peak Hour - - - - - - PM peak Hour T= 2.71X 6(44%) 8(56%) 14 34% 9 High Turnover(Sit Down)Restaurant(ITE Land Use Code 932,3,000 sq.ft.) - Building A Average Weekday T= 127.15X 191(50%) 191(50%) 382 - - AM peak Hour T= 11.52X 18(52%) 17 (48%) 35 - - PM peak Hour T= 10.92X 20(61%) 13(39%) 33 43% 19 Supermarket(ITE Land Use Code 850, 15,047 sq.ft.) - Existing Use, Building B Average Weekday T= 1O2.24X 769(50%) 769(50%) 1,538 - - AM peak Hour T=3.25X 30(61%) 19(39%) 49 - - PM peak Hour T= 1O.45X 80(51%) 77 (49%) 157 36% 100 Specialty Retail Center(ITE Land Use Code 814,23,122 sq.ft. - Building A and B Combined(existing uses) Average Weekday T=44.32X 490(50%) 490(50%) 980 - - AM peak Hour - - - - - - PM peak Hour T=2.71X 28(44%) 35(56%) 63 34% 42 Building A and B combined - Based on existing data collected by Trafficount Average Weekday - - - - AM peak Hour - - - - PM peak Hour T= 2.90X 33(50%) 34(50%) 67 1 (51 - grocery store; 16 - retail/restaurant) Building B(proposed Nara Spa) - Based on existing data(using peak hour between 3 PM and 7 PM) Average Weekday - - - - AM peak Hour - - - - PM peak Hour T=O.63X2 6(67%) 3(33%) 9 T=trips;XX= per 1,000 sq.ft. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination(existing 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 trip. 1 Breakout was derived prorating the trips generated using the ITE trip rates and the existing ingress/egress data Thursday 05.18.06 from 1600 to 1800;averaged. 2 Associated with Wednesday customer survey during the PM peak(1600- 1800);averaged. \Engineer3\c\-P.oJecr Fes'2006036 Naraapa r.ar..iiiage-Federal way\r erY.ngM,6, Nara50aParhngRlaoe Project: Korean Spa - Federal Way Location: Located south of S. 316th St. and east of Pacific Hwy. S. NORTH n Kent Des Moines m S 277th St Redondo _ G r� J 0 44th St NW ,iC r 99 j 287th SI 0 S 288th St MereWii 9��ehne rn 37th St NW con 0) > a S 296th St a S 298th St = S 298th St - S 3031h St A. � Ch opna Lekota o, e a Q up t7 S 304th St 3p�tX` mts s SW 308th St t, ' tt 1 .4 n, j t Project Site • 6, N A 0 689 SW 312th St S 312th St❑ u�retteral ay ; co a 15th g Lakota Q g Auburn t NW Park m D t Q mu Z n S 317th St i.,E 414, e N 167 2 trb14 320fl1 SI :� ,,,, S 320th,', �n m to S 324th St E ,+< v 1 u Q N — e $ .Z. N > 99 nrt!, I W Main Sl=. c o Ya Q' uhfi CO S 331st St Notihe xve PkY R °S 36h St c%'43G,pwmai Q of the Weed SW 340th St S 1k Ktts C " NMhrreS W ` Z 15th St SW c> Q V _SW 344th St S 344th St E...'`'-E u' 0 En rn v d p U< v < d G) S 348th Si 161 , .1' 4 4 rFMlhr:esl ,F '1.f F-t'z<a r, Naomi 5) t aroma v `Z ;i5 eae 142� 4- T>�oma ii 020U2 M<.roson C.. au'n•etf .r,�?a .. . KOREAN SPA - FEDERAL WAY JTE, Inc. PARKING DEMAND ANALYSIS FIGURE 1 VICINITY MAP Project: Korean Spa - Federal Way Location: Located south of S. 316th St. and east of Pacific Hwy. S. At NORTH Tit 60 310.6' 13,61..0.40 A ?i EC 1 il .�6�. - i UI1i,1.L.Irl..LI.I.. 1..1.1..1_I.hI - i I1 -rr�i_ _ 1 �-....LLIKLQ.LL.I.LL.o IITT �i c; i _ 1 _ 1 _ i E f rw I'I"i"I i hl ..........V.�...., e,,,;6___J k 1 I °,, ;* t z"! 1 1 t ail Q 6ig Cz)rr ,ww reg A-1.0 Note: A 8.5 x 11"copy of the site plan is included with the report KOREAN SPA - FEDERAL WAY JTE, Inc. PARKING DEMAND ANALYSIS FIGURE 1 SITE PLAN ralawHsrM•wrnovsSlw>wN rows iwoae saI C0096 'VA 'ABM '[tl2I3033 VAtg u lW+bald+G.mpeIy0ry :mane:manedZVId J3321LS ILL 9T£ 0 31LLI)1`� o mCJ2Iad02id }INVfl i S1S`d� 5 . Nv-e3us — OJ NOIL03NN00 \ Q JQ7 s iNe .a s antra Q3S0d02Id 1 I I t f a 2ii " �� S .te }"tI' i'ET �tf" r >m Iz1 ' '- F , a ya —- u----- i ,:.,.., ... !i :;i (...-) I i i Illk — Ya` i 1 tit .,! i ji) as z- o 9: + — —• 1 r ,,, , m,„ , . a1 1 w i �—� i .3 Z d Ir... I in J Q m i 'T N I 9 m i V Lq ! 2 d i . 99 m B r z °a a J I w m w o rzw w i' I , ,, 21 o w !U --7� ,� . . �,� m ( ° i �, I ~` I 9NLY227221 9NIiSIX3 t . ', \ . -"--I' I in , a MI � fAil —,2—0 E.— 1 I \ / APPENDIX .-r Return Address: George J.Atwater Attorney at Law 300 Grand Central on the Park 216 First Avenue,South Seattle,Washington 98104 (206)621-0343 DRIVEWAY AND PARKING EASEMENT N Reference Numbers of Related Documents on Page_of Document: eel Grantor(s): 1. Hyundai Plaza,Mr.Jung H.ROE and Mr.Chong YI,mutually as grantors Grantee(s): 1. Hyundai Plaza,Mr.Jung H.ROE and Mr.Chong YI,mutually as grantees Legal Description: 1. Abbreviated form(Lots 3 and 4 of King County Short Plat No. 1077084,as recorded under Recording No.7902220621,Records of King County,Washington.) 2. Additional Legal Description is on Page 1 of Document. x I 0. 8 O .t Assessor's Property Tax Parcel Account Number(s): Lot 3:092104-9294 and Lot 4: 092104-9146. en I3 wOE JIJNosrE1NEffiCo.Ea SHEET ti Z0 39tid £LibZ9L90Z ZE:6T 900Z/£Z/£0 • • �1•. D_ 4V W` . Yic. .-IV` EASEMENT /1 kil E.iiVT YN1 • This agreement is made on October 31, 1995, between Jong H. 1>c. & C':.;,_;.g Yi and Hyundai Plaza (Chu * Kim) are referred collectively as"Owner" or ineividua`iy cs "Owner" A. Jung H. Roe and Chong Yi is the Owner of real property located in Federal Way, King County, Washington legally described as Tax lot#2 O92104- 9294 and lot #4 092104-9146 (See Exhibit A-Parcel)#3 & #4. B. Hyundai Plaza (Chu &Kim)is the Owner of the real property lc:lAs:ed Federal Way, King County, Washington legally described as Tax lot 092104-9304 (See Exhibit A-Parcel) #2. • INCONSIDERATION of the mutual covenants and'agreements set forth in this Agreement, Jung a Roe& Chong Yi and Hyundai Plaza(Chu &Kim) agree.as fc,U.wis: 1. Cr;.:rt of 4asegnet: Hyundai Plaza and Jung H. Roe& Chong Yi mutually gram their tenants, successors, customers, invitees, and employee, easements as follows, subject tc the terms r\ and conditions of this agreement. • A. :vrrw Driveway: A non-exclusive over a driveway to be constricted between Parcel #2 and Parcels#3 &#4. The driveway is shown on Exhibit"A" attached, as the"common access driveway" shown Hyundai Plaza(Parcel #2) and Jung H. Roe& Chong ''i (Pa:ce_;`3 & #4) The width of the easement for the driveway shall be not less then thirty(33) feet. CC 2. Construction of New Driveway • CD All coats constructing a new driveway between Parcels#2 and Parcels#3 O & #4, including all permits, shall be borne equally between Hyundai Plaza and Jung"rI. Roe& Chong Yi. 3. Maintenance of Driveway All coats of maintenance of the driveway shall be borne equally. Both parties covenant and agree to keep the driveway in good condition and repair. 4. No-carriers. No walls, fences or barriers of any kind shall be constructed and/o maintained within the easement area or any portion therof, which shall prevent or impair the use or exercise of the easement granted herein or the free access and movement, between the property. Notwithstanding the foregoing, such reasonable traffic maybe instailed. CO • 39Cd ELIbZ9L90Z ZE:6I 900Z/EI/E0 • 5. P..rkira -greemez.. In the parking easement agree Jung H. Roe& Chong Yi grant to x}y .:dai Plaza (Chu & Kim)tenants, successors, customers, invitees, and employees, to limit the number of cars parking on the Parcel#3 &#4, not more then 12 (twelve) • 6. atets Each Owner acknowledges that it shall be solely responsible for all real property taxes and assessments which are levied against its parcel (or parcels, as applicable). • 7. In aemnificatior Each owner indemnifies and holds the other Owner harmless from ar,;, against any and all liability, damages, expenses, causes of action, suits, claims or judgments arising from injury or damage to person or property as a result of its exercise of its rights under the indemnifying owner and its tenants, agents, employees, invitees, agents• and representatives, to the full extent permitted by applicable law. • • 8. No:-a Public indication. Nothing herein contained shall be deemed to be a gift or dedication cf any portion of the parcel #2 or parcel#3 &#4 to the general public or for any pub'_ir purposes whatsoever, it being the intention of the parties hereto that this agreement shall be s::ictly — . limited to the perposes expressed herein. The right of the public or any person or unary to make any use whatsoever of the properties, or any portion thereof, is by permission, and subject to the control of the owners. :N! 9. Easr:.:_cnts and Convenans R atningwith the land The easements, convenants and agreements contained in this agreements shall be easements, covenants and-agreement running with the land and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, sw:cessc:s, legal representatives and assigns. Dated: '`ti/ Volated: y 44/ • Hyu , la Jung H. oe • Chong Y • ,ram O b0 39dd £LTtZ9L90Z ZE:6T 900Z/ET/£0 SPAR=PARKING AGREEMENT ADDENDUM This aensoduldki dad*on Math 10,1544 Wham CIW Xlin Psthsaiship and Fieilitit YAW *.L end nhel framponded ciandidoets at awe Wand Pardtai Eleitteetie Agradmont Asted Foilinaty 23,1904. btiddw la tha&mod Padang Enazaant Payment,Wetting i aka Pannerahip irs0 Eadand War&mid aria la&n Us nowt*di um poking an am paw(pinta a:4.ft into mane than lonadd, Wda intimatio*iota hal lha Shand PbJk psN and„.„,not war anyearg am. Rathitibna MR*paiking hada Nei ba*hand by boTh FA*. WAY EXECWM. • Da414.41# five4ki CHU KIM P e4 I 01 l'AV *InaWV . • - Map Output Page I of 1 Ail King County iMAP .,_ .-. r. ' t . ac 1 ..-. .,� 4 Vi,# r� w k ;Nip f i{off ( +{by '- , i u ° .�S k �g v �e �y t ti ';y l a" n �i`!h ' '`' 3`±d'" .�' x r �' a :cam"" zt e..,G+ 'kk ii kW.b d , > »yW IIM Yh�.bm..iiltik''' N u' .9 . „ f ,� N '" - - n dear` ' ^ a ; ,, „, '.. 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Zoning kt 8 ri'eff..cYxca.+7�J ner x:'e R 12 Re•;..k ett 12"J:',3'41,33 A 10 Ag.4 3%I"Y :xX'.�.i J'_7f;:1_'i'; r` =f 19 Rat.,tir_n5..1 183tJ 'ei'e - F-'i A 15 ..NT,-.1.,..r 3 .rr:'_ r 1:45 .. °-I 0 5 T2e_W..e):r t s :x J J:rr.r-'a. x t' :r-rgt.' The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.King C makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such information.King Cc shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to,lost revenues or lost profits result the use or misuse of the information contained on this map.Any sale of this map or information on this map is prohibited except by written permission c County. Date: 10-13-2006 Source:King County iMAP-Property Information (http://www.metrokc.gov/GIS/IMAP) http://www5.metrokc.gov/servlet/corn.esri.esrimap.Esrimap?ServiceName=overview&Cl... 10/13/2006 • • • • State of Washington ) • • County of 4, On this /7 day of J — , Personally appeared before rae, a Notary Public in and for the State of Washington, duly commissioned and sworn, CHI J get01 , to me known to be the Individual, in and who exe::ute the within foregoing instrument and acknowledged that the said instrument to be their it :. voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and official seal hereto affixed the day and year above written, -lam nn�\, .,•.,•,,' ,SOTF„r :.•' 'NOTARY PUBLIC for the st o, f'� • • Washington residing at u) pUL L • :M Commissiony _�.. • • y Expires: ��s�/ t�1RLtV4"�w . State of Washington ) O /County of ' 1'%0 ) i..f On this c 2 411 day oawr /0/ , Personally appeared before me, a co Notary Public i and for the State of Washington, duly commissioned and sw rn, 1- � /c"a Ctt YL, to me known to be the Individual, in and w• = execaied the C7 within foregoi g instrument and acknowledged that the said instrument tc be their and p• voluntary act and deed for the uses and purposes therein mentioned. • Witness my hand and official seal hereto affixed the day and year above writ e n. • NOTARY PUI3LI for the state f ., .C- e Washington residing at - ! • et a: e p iC.•..� My Commission Expires: • ~ > • • 50 39tid £LIIZ9L90Z 3£:6t 900Z/£t/£0 - --- ___. __ . . . _ _.....—.... ._ ..�. ...ya .. 03/13/2006 19:32 2067624173 PAGE 06 ........ . - a- -J.a+A i.31714 P. 02 • •a..... _ . __4,.. i • - •"y am..r • ..w•h....• .,a.. • • • --'•.'„..... i • 44 . i it" i le • f.•.1 H J 1• .• 1 I l ' 1 • i t m 1 s I 11 I \ i 4 r, i51 • I• Li, 01 1 t \ ol -ii -1-T11.-.["11..ii .Arr:IT.F. ..ti : ,- ..t 1 1 . , .........„ 0 , F.:.,.. , , , alibi 1 to 4 .�: e_g-N 0.. ... a t I !!; ,4 1 I • 0 f , , I,., 1 I.� J 1 I Ii l I jn ) I 0 . 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FAX 1 Date September 21. 2006 !'.umber pages including cover sheet 2 - ' TO: Mr. Mark J. Jacobs FROM: Easters & Kittle ps _ JTE, INC. 195 Front Street N. Issaquah, Wu 98027 Phone Regarding: credit union parking Fax 206 762-1978 agreement for Kim project _ CC: Phone (425)392-7339 Fax Phone (425)392-7409 IREMARKS: ® Urgent ❑ hor your review ® Reply ASAP D Please Comment _ .1 Mr.James Bryant April 13,2006 Easters/Kittle Architects 195 Front Street North Issaquah, WA 98027 Re: File#06-101211-000-00-PC; PREAPPLICATION CONFERENCE SUMMARY Korean Health Spa— 1727 South 316th Street,Federal Way Dear Mr. Bryant: Thank you for participating in the April 6, 2006, 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 and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way City Code(FWCC)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 FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Senior Planner Lori Michaelson,AICP,(253-835-2645,or Ion nnichaelkon(teItotfederalh\ .con). 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 The project,as described on the application, is to change the occupancy of the building from a grocery store and office to a Korean health spa. At the preapplication meeting,project proponents stated that the project will consist mainly of interior tenant improvements, with certain minor exterior improvements such as a new entrance facade. The address of the subject building is 1727 South 316`h Street. The building is presently occupied by a grocery store. Another separate building is located on the site and no changes to that building are proposed. The site has a zoning designation of City Center Core(CC-C). MAJOR ISSUES Outlined below is a summary of the major issues for your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. File u00-101211-000-00-P/ �\" Uce.I D 1568G Mr.James Bryant Page 2 April 13,2006 • Planning Division I. Additional details on the proposed use must be provided in order for the City to determine the final land use classification. It will certainly be one of three that are listed under FWCC § 22- 793, "Entertainment." In all three cases, the required zoning review process is the same. Also, with the exception of a minor difference in parking requirements,the development regulations are the same for all three. Therefore,the comments in this letter will not be significantly affected by the final use classification. 2. The proposal constitutes a zoning change in use from retail to entertainment. Pursuant to FWCC § 22-32.2(2), a Process II application is required to establish the proposed use. 3. The Process II application will need to include an analysis under FWCC § 22-1377, in order for the City to determine whether or not parking supply will meet parking demand. 4. The massage and bathhouse components of the proposed business are subject to certain licensing and operational regulations, contained in FWCC Chapter 9, Article IX,"Massage Businesses." Prior to proceeding with any formal application or permit,the applicant is advised to thoroughly review these regulations. Any questions on these regulations should be directed to City Clerk Laura Hathaway at 253-835-2540. 5. You may contact Commander Steve Neal, Public Safety Department(253-835-6717),with any questions about the"Crime Prevention Through Environmental Design"(CPTED) checklist,or any other questions or concerns related to the comments which he provided to you at the meeting. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions please contact the representative listed for that section. PLANNING DIVISION (Lori Michaelson,253-835-2645, lori.michaelson(cucitvoffederalway.com) 1. As noted under"major issues"above, additional information must be provided in order to determine the appropriate land use classification for the proposed use under FWCC § 22-793,"Entertainment." Depending upon the information provided,the classification will be: "retail establishment providing entertainment, recreational, or cultural services or activities"or"private club or lodge"or"health club."The formal application (see#3, below)must include a detailed description of the proposed use,and indicate which of these classifications most closely fits the proposal. Enclosed is FWCC Chapter 22, Article 1, "Definitions," for your reference in describing your proposal and the proposed classification. However,you will note that of the three potential classifications, only"private club" is expressly defined in this article. 2. Irrespective of the final land use classification,establishing an "entertainment"use in the former "retail"building does not constitute a change of use under the State Environmental Policy Act He 406-IOI2II-000-00-PC Doc ID 35686 Mr.James Bryant Page 3 April 13,2006 (SEPA), because it will not create any significantly different environmental impacts than were previously analyzed for the existing development.' Therefore, pursuant to FWCC § 22-31(c),the proposal is exempt from a public notice of application and notice of decision, since it is consistent with the previous environmental decision without further SEPA compliance. 3. As noted under"major issues"above,the proposal has been determined to constitute a zoning change of use, from retail grocery store to entertainment. Therefore, pursuant to FWCC § 32.32.2(2), it is subject to Process Il site plan approval to establish the proposed use. The Process II application must be prepared in accordance with the enclosed"Development Requirements for Process 11" checklist. It must also be accompanied by the current application fee of$1.824.00,and a completed master land use application (enclosed). The Process II decision is issued by the Director of Community Development Services and may be appealed to the Hearing Examiner. You will note from the Development Requirements Checklist,that the application must include a completed"Crime Prevention Through Environmental Design"(CPTED)checklist. Any questions about preparing this checklist should be directed to Commander Steve Neal, Federal Way Public Safety Department, at 253-835-6717. Although the preapplication did not mention any exterior improvements, the applicant noted at the meeting that some exterior changes may be proposed, such as an entrance element. It was also noted at the meeting that certain occupancy-driven building improvements, such as exiting, may apply. Please be advised,the Process II site plan(and related building elevations) must depict any and all _ exterior improvements to the building or the site, as may be proposed by the applicant or required by the City. This includes any items such as exterior doors and windows,entrance modifications, painting or other architectural improvements, rooftop equipment,trash enclosures,exterior ground- mounted equipment or piping, etc. Any exterior improvements will be required to meet all applicable codes, including FWCC Chapter 22, Article XIX,"Community Design Guidelines. Also,exterior improvements may trigger other code requirements. For example, if additional exterior trash facilities were proposed, it would have to be solidly screened by fencing and landscaping. Any significant exterior improvements could also trigger nonconformance requirements under FWCC § 22-334. 4. As noted under"major issues"above,additional studies will be necessary under FWCC § 22-1377 (enclosed)to determine whether or not the amount of parking is adequate for the proposed use. Absent such additional information, it is not clear how the existing parking on the site will be sufficient for a proposed entertainment use. Based on code requirements for the retail building on the site, and for a proposed health club on the site, 198 stalls would be required. and 96 stalls are provided. However, under FWCC § 22-1377,the applicant may submit a parking study and traffic demand management plan to show that the parking will be sufficient. These studies must accompany the Process 11 application for the City's review and determination. 5. As noted under"major issues"above, the massage and bathhouse components of the proposed business are subject to the regulations in FWCC Chapter 9, Article IX, "Massage Businesses."Prior to proceeding with any formal application or permit,the applicant should review these regulations carefully. Any questions related to these regulations should be directed to City Clerk Laura Hathaway at 253-835-2540. 1992 SETA determination issued by the City of Federal Way for the .316`I'Street Plaza" File+!06-1012t1•000-OO-PC Doc ID 3%86 Mr. James Bryant Page 4 April 13,2006 6. It is the applicant's responsibility to apply for and obtain all applicable outside agency permits or approvals that may apply to the proposed use, such as the King County Health Department. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower,253-835-2732; ann.ilfiner'a citsoffederalwaN.com) Since there are no revisions to the building or parking lot planned at this time,the Public Works Development Services Division does not have any comments. If the parking lot or building is enlarged, surface water runoff generated by this site may be required to meet current treatment and/or detention standards. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long,253-835-2743,saradv.lonafa'citvoffederalway.cont) 1. Based on the Institute of Transportation Engineers, Trip Generation, 7th Edition, Land Use Code 820- (Specialty Retail),the project is not expected to generate new evening peak hour trips. Therefore,a Transportation Impact Analysis(TIA)report is not required for this proposal. 2. Based on a preliminary staff analysis under FWCC § 22-1474, no street frontage improvements are expected to apply to the project as currently proposed. BUILDING DIVISION (Michael Lee,253-835-2639, michael.lee(a eitvoffederalway.com) Codes International Building Code(IBC),2003 edition Washington State Amendments, WAC 51-40* International Mechanical Code(IMC),2003 edition — Washington State Amendments, WAC 51-42* Uniform Plumbing Code(UPC), 2003 edition Washington State Amendments, WAC 51-46& WAC 51-47* International Fire Code(IFC)2003 Washington State Amendments* National Electric Code(NEC), 2005 edition Accessibility Code, 1CC/ANSI Al 17.1-2003 Washington State Energy Code, WAC 51-1 1* Washington State Ventilation and Indoor Air Quality Code, WAC 51-13* File 406-10121 Id)W00-K Doc I D ISO% Mr. James Bryant Page 5 April 13,2006 *Current state amendments are dated July I,2004. ** As of January I,2002,the state amendments now require arc-fault interrupters for 15-20 amp branch circuits serving sleeping rooms in dwelling units(R-I's). Building Criteria Occupancy Classification: B Type of Construction: V-B Floor Area: 15047 Number of Stories: 2 and a basement Fire Protection: automatic sprinkler system Wind/Seismic: Basic wind speed 85 Mph, Exposure_, 25# Snow load, Seismic Zone D-I A complete building permit application and commercial checklist(additional copies of application and checklists may be obtained on our web site at v k‘.city_offederak a‘.com). Submit five sets of drawings and specifications. Specifications shall include:_Soils report, X Structural calculations, X Energy calculations, X Ventilation calculations. Note: A Washington State Registered architect's stamp is required for additions/alterations(new or existing)of 4,000 gross floor area or greater, unless specifically listed as an "exempt" structure per the Revised Code of Washington(RCW). Submit two copies with King County Health Department approval stamp for all projects that include food service facilities, septic systems,or other elements within the project that require health department approval. Energy code compliance worksheets are required to be completed and included with your permit application. A wet stamp and signature is required on all sheets of plans and on the cover page of any calculations submitted. Federal Way reviews plans on a first in first out basis; however,there are some small projects with inconsequential review requirements that may be reviewed out of order. Review Timing The first comment letter can be expected within five to six weeks of submittal date. Re-check of plans will occur in one to three weeks after resubmittal. Revised or resubmitted plans shall be provided in the same format, size,and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, File zO6-I01211-000-00-NC �� Doc I I)35686 Mr.James Bryant Page 6 April 13,2006 what changes have been made from the original drawings. Plans for all involved departments will be forwarded from Community Development Services. Federal Way has an expedited review process. Information is available at our front counter. Other Permits& Inspections Separate permits may be required for electrical, mechanical, plumbing, fire suppression systems,and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies,or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection All concerned departments(planning, public works,electrical, fire) must sign off before the Building Division can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. The City of Federal Way does not issue temporary Certificate of Occupancies. All construction projects may be required to have a pre-construction conference. If a pre-con meeting is required,all subs,the general or representative, the architect or representative,the engineer or representative, electrical contractor,and any other interested party, should attend this meeting. Meetings will occur at the Building Division and will be scheduled by the inspector of record for the project. Site-Specific Requirements • Provide a site specific business practice write-up that accurately describes the activity and anticipated occupant density in any given room. • Heath department must review and approve the submitted plans prior to Building Division approval. • Plumbing fixtures shall be based on IBC Table 2902, as modified by Washington State Amendments. The information provided is based on limited plans and information. A more accurate building code plan review will be conducted at such time as a complete building permit application has been submitted.Appropriate plan review comments will be provided at that time. LAKEHAVEN UTILITY DISTRICT(Brian Asbury,253-946-5407, has bury a lakehaven.org) Water • Lakehaven service records indicate an existing six inch fire service for Building B; therefore, no modified or additional water facilities are anticipated. However, if additional hydrants or other fire protection system are required or indicated,a developer extension or facilities installation agreement will be required to construct new water distribution facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a FileglHr101211-OW-W-I'(� Doc.1.D.3i686 6 Mr.James Bryant Page 7 April 13,2006 separate application to Lakehaven for either a pre-design meeting or a developer extension agreement. Lakehaven encourages the owner to apply for either of these processes, if necessary,early in the pre-design/planning phase to avoid delays in overall project development. • The owner will be required to complete and submit a Water Use Questionnaire(WUQ, enclosed). Information in the WUQ will be used by Lakehaven to determine specific backflow prevention requirements. Sewer • A side sewer permit is required for any modification to the existing side/building sewer, in accordance with standards defined in Lakehaven's current"Fees and Charges Resolution." Minimum slope for gravity side/building sewers is two percent. If a side sewer permit is required, and in addition to all other side sewer installation standards, installation of a Type 1, 48 inch monitoring manhole is required on the private building sewer line, for all non-residential connections. • The owner will be required to complete and submit a Sewer Use Survey(SUS, enclosed). Information in the SUS will be used by Lakehaven to determine specific pretreatment requirements. General • If a new or modified water or sewer connection is required or desired, Lakehaven researches prior system capacity charges paid, if any, and evaluates the subject property(ies)for the existence of any available credits and determination of a capacity "base level"for the subject property(ies). For any new or modified, non-residential connections sought after December 31, 2004, Lakehaven will assess additional Capital Facilities Charges(CFC)to property owners,where increased usage of the water and/or sewer systems beyond the property's base level, including increases attributable to usage associated with existing service(s), is indicated based on owner's submittal of estimated water consumption figures. Additionally, Lakehaven will levy, and the owner shall pay, a capacity rental charge for capacity utilized, based on water consumption records,during a usage monitoring period(not to exceed five years)above the level of capacity available following payment of any additional CFC. The owner has the option to make full purchase of any system capacity deficit at any time. Currently, system capacity is available for this property from system capacity charges previously assessed under 1994 service applications for 10 ERU for water and under Sewer ULID 2 for 15 ERU for sewer. • All comments herein are valid for one year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s)or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE&RESCUE(Greg Brozek,253-946-7241,gre2.brozek(a'southkinitfire.org) The Fire Marshal's Office requirements will be addressed during the plan review process. File N06-101211-000-00-PC Doc 1 D.35686 Mr. James Bryant Page 8 April 13,2006 CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWCC § 22-1657. As you know,this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWCC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Lori Michaelson(253- 835-2645 lori.michaelson(c(city=ofifederalway.com). We look forward to working with you. Sincerely, Lori Michaelson, AICP Senior Planner enc: Preapplication Sign-in Sheet Master Land Use Application FWCC§22-793,"Entertainment" FWCC§22-1,"Definitions' "Development Requirements for Process 11" "Process II"Handout FWCC§22-1377."Number of Spaces-Minimum" FWCC Chapter 22,Article XIX."Community Design Guidelines" CPTED Checklist FWCC Chapter 9,Article IX,"Massage Businesses" c: Mary Kate Martin.Building Official Scott Sproul,Acting Assistant Building Official Mike Lee,Plans Examiner Ann Dower,Engineering Plans Reviewer Will Appleton. 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GROCERY/STRIP MALL DRVWY S/0 4820 Yelm Hwy B-195 Site Code : 01 S 316TH ST Lacey, Washington 98503 Start Date: 05/15/2006 LOCH 01 360-491-8116 File I.D. : 01 Page 1 Begin Mon. 05/15 Tues. Wed. Thur. Fri. Sat. Sun. Week Avg. Time IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 12:00 am * - * * * 3 4 4 4 2 1 3 3 01:00 * . ' * * * 3 3 6 2 4 ' 02:00 ' ' * - * * * 0 0 1 1 3 2 1 1 03:00 ' * * * « * * 0 0 1 0 2 1 1 04:00 * * * * * * 0 0 0 0 0 0 0 0 O5:00 * * * * * * 2 1 0 i 0 1 1 06:00 * * * * * - 2 7 7 3 1 3 3 4 07:00 « * ' * _ * * 5 7 4 8 2 3 4 6 08:00 * • * * * * 13 7 12 6 13 7 1.3 7 09:00 . • * ' * _ * ' 28 19 26 21 17 19 24 20 10:00 * * * 18 19 28 22 26 21 17 15 22 19 11:00 ' * * * * * 25 17 33 27 32 28 31 13 30 21 12:00 pm • * * * * * 29 29 35 23 29 20 25 26 30 24 01:00 * * * * 21 25 32 30 30 26 25 23 27 26 02:00 * * ' 21 26 30 26 24 28 17 20 23 25 03:00 * * * ' 28 20 27 26 28 25 26 19 27 22 04:00 * 26 22 26 27 22 27 19 20 23 24 05:00 * * * * * 23 24 25 29 29 25 22 18 25 24 06:00 * « * * * * 27 23 26 35 31 29 21 26 27 21 07:00 * * * ' * 13 27 24 25 26 28 17 23 20 26 08:00 * * * 12 27 19 18 23 30 8 17 16 23 09:00 * * * 14 18 18 17 8 13 3 13 11 15 10:00 * * * * * 6 10 5 8 10 14 4 12 6 11 11:00 * * ' * * * 4 0 3 11 5 3 3 4 4 4 Totals 0 0 0 0 0 267 287 386 371 380 364 281 288 342 338 0 0 0 554 757 744 569 680 Avg. Day .0% .0% .0% .0% .0% .0% 78.0% 84.9% 112.8% 109.7% 111.1% 107.63 82.1% 85.2% AM Peaks 11:00 10:00 11:00 11:00 11:00 11:00 11:00 09:00 11:00 11:00 Volume 25 19 33 27 32 28 31 19 30 21 PM Peaks 12:00 12:00 12:00 06:00 06:00 08:00 03:00 12:00 12:00 06:00 Volume 29 29 35 35 31 30 26 26 30 27 • a FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY S/O 4820 Yelm Hwy B-195 Site Code : 01 S 316TH ST Lacey, Washington 98503 Start Date: 05/15/2006 LOCH 01 360-491-9116 File I.D. : 01 , Page 2 Begin Mon. 05/22 Tues. Wed. Thur. Fri. Sat. Sun. Week Avg. Time IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 12:00 am 0 1 * * * * * * * * 0 1 01:00 a 2 * * * . * * * * * 02:00 0 0 * . * * * * . * * * 0 0 03:00 0 0 * * * * * ' * * * . * 0 0 04:00 1 0 . * * * * ' * - 1 0 05:00 5 1 . * * * * * * * , * . 5 1 06:00 3 4 , . . * * * * * * * * 3 4 07:00 3 6 * * * * * * * * * * 3 6 08:00 13 8 * * * * * * , * 13 8 09:00 20 12 ' * * * . * * * 20 12 10:00 21 13 * * * * * * * * * 21 13 11:00 33 26 * . * * * * .. . * 33 26 12:00 pm * • * . * _ . . * * . * 01:00 •. _ . . * . * 02:00 , * . * * . * * . * 03:00 * . . * * * * . . . . * . * 04:00 . * * * * * . . * . . * * * * 05:00 * * * * * * . * * . * * * 06:00 • * * * * . * * * * * * * * 07:00 * . * * * * * * * * * * 08:00 * * * * . . . * * . 09:00 * . * * * * . * . * * * * 10:00 * * * . * * . * * * . 11:00 . * * . * * . . * * * * * Totals 101 73 0 0 0 0 0 0 0 0 0 0 0 0 101 73 174 0 0 0 0 0 0 174 Avg. Day 100.0% 100.0% .0% .0% .0% .0% .0% .0% .0% .0€ .0% .0% .0% .0% AM Peaks 11:00 11:00 11:00 11:00 Volume 33 26 33 26 PM Peaks ADTa OP ' FEDERAL WAY, WASHINGTON TRAFEICOUNT, INC. GROCERY/STRIP MALL DRVWY S/0 4820 Yei.m Hwy B-195 Site Code : 01 S 316TH ST Lacey, Washington. 98503 Start Date: 05/18/2006 i.,OCt1 01. 360-491-8116 File I.D. : 01 _......_....___ Page : 1 Begin IN >< OUT >< Combined > Thursday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/18 8 * 5 13 12:15 * 6 I 8 14 12:30 ' 8 * 9 17 12:45 7 29 I 29 ' 14 58 01:00 9 • 7 I * 16 01:15 * 4 * 5 9 01:30 * 4 « 7 * 11 01:45 4 21 ; 6 25 I ' 10 46 02:00 4 * 5 9 02:15 6 5 * 11 02:30 * 6 * 9 * 15 02:45 * ' 5 21 * * 7 26 12 47 03:00 - 7 * 5 * 12 03:15 7 * 4 ' 11 03:30 * 5 - 7 12 03:45 * 9 28 * * 4 20 I 13 48 04:00 7 * 9 * 16 04:15 7 * 5 * 12 04:30 * 7 * 5 ' 12 04:45 * 5 26 * * 3 22 * 8 48 05:00 5 * 7 * 12 05:15 4 * 4 I 8 05:30 * 5 * 5 10 05:45 9 23 * * 8 24 ! * 17 47 06:00 5 6 * 11 06:15 ' 7 5 * 12 06:30 6 5 11 06:45 * * 9 27 23 ! 16 50 07:00 3 * 6 * 9 07:15 * 3 6 * 9 07:30 3 * 8 11 07:45 - * 4 13 1 * 7 27 * • 11 40 08:00 4 * 6 * 10 08:15 * 5 * 6 11 08:30 3 ' 7 * 10 08:45 0 12 * * 8 27 I ' 8 39 • 09:00 4 4 * 8 09:15 4 * 5 * 9 09:30 * 5 * 7 * 12 09:45 * * 1 14 * 2 18 * * 3 32 10:00 5 2 8 4 I 13 6 10:15 1 7 2 i 12 3 10:30 4 2 1 1 I 5 3 10:45 4 18 1 6 3 19 3 10 I 7 37 4 16 ' 11:00 4 2 3 0 I 7 2 11:15 7 1 3 0 I 10 1 11:30 7 0 I 6 0 I 13 0 11:45 7 25 1 4 5 17 0 * 12 42 1 4 Totals 43 224 36 251 79 475 Day Totals 267 287 554 Split % 54.4% 47.1% 45.5% 52.8% Peak Hour 11:00 12:15 10:00 12:15 11:00 12:15 Volume 25 30 19 31 42 61 P.H.P. .89 .83 .59 .86 .80 .89 Of FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRTWY S/O 4820 Yelm Hwy B-195 Site Code : 01 S 316TH ST Lacey, Washington 98503 Start Date: 05/18/2006 LOCH 01 360-491-8116 Pile I.D. : 01 Page : Begin < IN >0 OUT >< Combined > Friday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/19 1 12 I 1 6 2 18 12:15 1 8 I 1 7 2 15 12:30 0 6 1 5 1 11 12:45 1 3 9 35 1 4 5 23 2 7 14 58 01:00 0 10 I 0 5 0 15 01:15 1 7 9 2 16 01:30 0 9 0 7 I 0 16 01:45 1 2 6 32 1 2 9 30 2 4 15 62 02:00 0 7 0 5 0 12 02:15 0 7 I 0 5 0 12 02:30 0 9 0 9 0 18 02:45 0 7 30 1 0 7 26 1 0 14 56 03:00 0 5 0 7 0 12 03:15 0 6 0 7 I 0 13 03:30 0 7 0 7 0 14 03:45 0 9 27 ; 0 * 5 26 I 0 i14 53 04:00 0 7 0 8 I 0 15 04:15 0 7 0 I 0 14 04:30 0 7 0 5 I 0 12 04:45 0 5 26 0 7 27 I 0 12 53 05:00 1 5 1 10 2 15 • 05:15 1 5 0 7 1 12 05:30 0 8 0 3 0 11 05:45 0 2 7 25 0 1 9 29 i 0 3 16 54 06:00 0 7 1 9 1 16 06:15 0 7 1 8 1 15 06:30 1 - 1 9 2 16 06:45 1 2 5 26 4 7 9 35 5 9 14 61 07:00 3 9 1 8 4 17 07:15 0 7 2 5 2 12 07:30 1 5 1 4 2 9 07:45 1 5 3 24 3 7 8 25 4 12 11 49 08:00 7 1 5 3 12 08:15 3 4 1 4 4 8 08:30 3 3 1 5 4 8 08:45 5 13 5 19 4 7 4 18 9 20 9 37 09:00 8 8 4 6 12 14 09:15 5 3 5 5 10 8 09:30 6 5 i 5 4 I 11 9 09:45 9 28 2 18 I 5 19 2 17 I 14 47 4 35 10:00 5 1 2 3 7 4 10:15 8 2 7 2 15 4 10:30 8 1 5 13 3 10:45 7 28 1 5 8 22 1 8 15 50 2 13 11:00 7 1 5 3 12 4 11:15 6 1 4 2 10 3 11:30 10 1 9 2 I 19 3 11:45 33 0 3 9 27 4 11 I 19 60 4 14 Totals 116 270 96 275 212 545 Day Totals 386 371 757 Split % 54.7% 49.5% 45.2% 50.4% Peak. Hour 11:00 12:00 11:00 05:45 11:00 05:45 Volume 33 35 27 35 60 63 P.H.F. .82 .72 .75 .97 .78 .98 FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY S/O 4820 Yelm HwyB-195 Site Code 01 S 316TH ST Lacey, Washington 98503 Start Date: 05/18/2006 LOCI 01 360-491-8116 File I.D. : 01 Page 3 Begin < IN >< OUT >< Combined - Saturday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/20 1 6 I 1 5 2 11 12:15 1 6 0 5 1 11 12:30 1 8 I 1 6 2 14 12:45 1 4 9 29 2 4 4 20 3 8 13 49 01:00 0 7 _ 7 1 14 01:15 1 5 1 7 2 12 01:30 1 9 1 5 2 14 01:45 0 2 9 30 1 0 3 7 26 0 5 16 56 02:00 0 7 0 9 0 16 02:15 1 5 I 1 5 2 10 02:30 0 0 9 0 16 02:45 0 1 5 24 I 0 1 5 28 0 2 10 5- 03:00 0 9 0 7 0 16 03:15 0 7 0 - 0 14 03:30 0 4 0 6 0 10 03:45 1 1 8 28 0 5 25 1 1 13 53 04:00 0 5 0 7 0 12 04:15 0 5 0 6 0 11 04:30 0 5 0 7 0 12 04:45 0 7 22 0 7 27 0 * 14 49 05:00 0 5 0 5 0 10 05:15 0 4 0 5 0 9 05:30 0 9 0 6 0 15 05:45 0 * 11 29 1 1 9 25 1 1 20 54 06:00 1 7 0 10 ]. 17 06:15 1 10 0 9 2 19 06:30 2 7 1 5 3 12 06:45 3 7 7 31 2 3 5 29 5 10 12 60 07:00 2 7 1 8 1 3 15 07:15 0 5 1 6 1 11 07:30 1 9 4 8 5 17 07:45 i 4 5 26 2 8 6 28 1 3 12 21 54 08:00 2 7 0 8 2 15 08:15 2 7 1 8 3 15 08:30 3 4 2 7 I 5 11 08:45 5 12 5 23 3 6 7 30 I 8 18 12 53 09:00 4 3 5 9 I 9 7 09:15 7 3 I 6 5 I 13 8 09:30 6 1 6 2 I 12 3 09:45 9 26 1 8 1 4 21 2 13 I 13 47 3 21 10:00 6 1 I 5 5 11 6 10:15 8 4 I 6 4 14 8 10:30 6 3 I 6 2 12 5 10:45 6 26 2 10 I 4 21 3 14 I 10 97 5 24 11:00 10 5 1 15 2 11:15 6 2 9 1 15 3 11:30 8 2 7 1 I 15 3 21:45 8 32 0 5 7 28 0 3 1 15 60 0 8 Totals 115 265 96 268 211 533 Day Totals 380 364 744 Split % 54.5% 49.7% 45.5% 50.2% Peak Hour 11:00 05:30 11:00 05:30 11:00 05:30 Volume 32 37 28 34 60 71 P.H.F. .8 .84 .77 .85 1.00 .88 FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY S/0 4820 Yelm Hwy B-195 Site Code : 01 S 316TH ST Lacey, Washington 98503 Start Date: 05/18/2006 LOCH 01 360-491-8116 File I.D. : 01 , Page : 4 Begin < IN >< OUT >< Combined > Sunday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/21 0 5 0 2 I 0 7 12:15 1 I 0 5 1 12 12:30 0 5 1 7 1 12 12:45 1 2 8 25 I 0 1 12 26 1 3 20 51 01:00 1 - I 1 7 I 2 14 01:15 0 7 I 1 7 1 14 01:30 2 4 I 3 5 5 9 01:45 0 3 25 1 6 4 23 1 9 11 48 02:00 1 7 I 0 6 1 13 02:15 1 4 I 1 4 2 8 02:30 0 4 I 1 7 1 11 02:45 1 3 17 i 0 2 3 20 1 1 5 5 37 03:00 1 6 1 2 2 8 03:15 0 4 0 5 0 9 03:30 0 9 I 0 5 I 0 14 03:45 26 I 2 7 19 4 14 45 04:00 0 5 0 6 0 11 04:15 0 5 0 5 0 10 04:30 0 5 0 4 I 0 9 04:45 0 * 4 19 0 5 20 1 0 9 39 05:00 0 5 0 4 I 0 9 05:15 0 5 0 3 I 0 8 • 05:30 0 5 1 5 1 10 05:45 0 22 0 1 6 18 1 0 1 13 40 06:00 0 5 0 6 0 11 06:15 1 1 5 2 12 1 06:30 0 4 1 5 I 1 9 06:45 0 1 5 21 1 3 5 21 1 1 4 10 42 07:00 0 5 0 6 I 0 11 07:15 1 3 4 2 7 07:30 0 5 1 8 1 13 07:45 1 2 4 17 1 3 5 23 1 2 5 9 40 08:00 2 3 0 3 I 2 6 08:15 4 2 1 1 5 I 5 7 08:30 4 2 I 3 5 i 7 7 09:45 3 13 1 8 1 3 7 4 17 1 6 20 5 25 09:00 4 1 I 3 4 7 5 09:15 3 2 I 4 4 7 6 09:30 5 0 I 7 2 12 2 09:45 5 17 0 3 I 5 19 3 13 10 36 3 16 10:00 4 2 3 3 7 5 10:15 4 0 I 3 3 7 3 10:30 5 i 6 3 11 4 10:45 4 17 1 4 I 3 15 3 12 7 32 4 16 11:00 8 I 3 2 11 3 11:15 6 2 I 5 1 11 3 11:30 8 0 I 2 0 10 0 11:45 9 31 0 3 1 3 13 1 4 12 44 1 Totals 91 190 72 216 163 406 Day Totals 281 288 569 Split % 55.8% 46.8% 44.1% 53.2% Peak Hour 11:00 12:15 09:00 12:30 11:00 12:30 Volume 31 27 19 33 44 60 P.H.F. .86 .84 .67 .68 .91 .75 • FEDERAL WAY, WASHINGION TRAF5=ICOUNT, INC. GROCERY/STRIP MALL DNVWY S/C 4820 (elm Hwy B-195 Site Code : 01 3 3:6T8 ST Lacey, Washington 98503 Start Date: 05/18/2006 1.:OCa 01 360-491-:811.6 File T.D. : 01 Page : 5 Begin :h 7: OUT >.. Combined > Monday • 'lice A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/22 0 I 1 1 12:15 0 ' 0 C • 12:90 0 0 0 . :1r 0 ` , 0 0 1:00 0 0 I 01:15 0 I 0 I 0 01:30 1 I 1 * I 2 • 02:15 1 _ • . 1 1 2 ' I 2 , . 02:00 0 1 0 * I 0 02:15 0 1 0 . I 0 • 02:30 0 I 0 • 0 • 02:45 0 • i 0 • 0 . 0 :00 0 I 0 , C • (13:15 0 I 0 0 • 07:30 0 1 0 . 0 . 03:45 0 ' I 0 0 04:00 0 1 0 0 04:15 0 I 0 t 0 04:30 0 I 0 1 0 04:4 1 • I 0 , I 1 . 05:00 - I 0 I 1 05:15 I 0 • I 1 • 05:30 _ I 0 • I 2 ' 05:45 • I i 1 . I 2 6 . 06:00 0 1 0 . 1 0 • 06:,5 1 I 2 . 06:30 1 • I 2 I 3 06:45 1 3 . . 1 4 * 2 • • 07:00 0 - • 07:15 1 I 3 I 4 ' 07:30 1 I 1 • 1 7 * 07:45 1 3 • * I 1 6 ' 1 2 9 05:00 3 I 1 ' I 4 08:15 3 • I 2 1 5 08:30 I I 6 08:15 '3 3 3 8 6 2] U9:00 5 ' I I 6 09:15 5 • 09:30 3 . R 09:45 3 :0 • 3 12 • 1 6 32 • 10:00 7 10:15 6 • 5 * 11 . 10:30 3 • 2 5 10:45 I __ • • 1 4 13 ' I 11 3' • 1:00 9 1 6 I 14 • 11:11 9 • I 7 ' I 16 . 11:33 . 1 6 I :5 . 11:41 1 33 • I 7 26 ' I 14 59 Totals ''1 0 73 0 174 0 Day Totals *01 73 174 Split 54.05 441.9% • Peak Hour. 1R:445 11:00 11:00 Vtoiume 33 26 39 P.H.F. .91 .92 .92 FEI.IiRAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERI/STRiS MALL DRVW%. N/0 4820 Yeim Hay B-195 ,3ite Sode : 02 S 31616 01. Lacey, Washington 93507 Starr Dare: 05/13/2006 LOCO 02 360-491-8116 File I.D. : 02 , Page : 1 Begin Mon. 05/15 Tues, Wed. Thur. Pri. Sat. Sun. Week Avg. Tine IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT 12:00 am * . 1 2 2 4 0 1 1 2 01:00 . . . • • « * . 0 0 0 3 2 3 1 1 02:00 • . . ' ' -• . * 0 0 0 0 I 3 0 I 03:00 ' ' ' ' . ' 0 0 0 0 0 1 0 0 04:00 . . . . . . . . 0 0 0 1 0 0 0 0 1 05:00 - ' . • . . . 2 .. „ 0 0 1 1 06:00 . . ' • * - . , 6 2 0 . 3 0 3 i 07:00 . - • . - ' . ' 5 4 5 4 3 .. 4 3 09:00 - • . . ' . . 4 6 8 6 9 6 ca:03 • . , . . . . . 10 9 12 8 4 i0 8 0:00 . • • - * . 11 6 7 4 9 7 9 6 9 6 11:00 ' . . - « . 6 6 10 9 13 6 5 6 8 1 . 12:00 pa, . • • . - 7 ' 8 9 9 4 6 7 8 -, 01:00 • . . . * . 6 5 8 9 5 5 4 5 6 6 02:00 ' * ' • . „ 7 7 6 16 9 6 4 7 e 08:oo . . • • • 7 8 13 13 ,':` 7 5 1 8 9 04:00 • ' . . 6 6 12 16 11 10 6 5 9 9 05:00 ' • • , , . 10 12 9 13 6 8 8 ,... 06:00 ' ' ' ' • 9 12 6 12 14 . 3 10 8 i 07:00 • . • • • • 11 8 6 10 8 :1 3 8 08:00 • . * ' ' . 10 ' 6 6 6 6 3 ' 6 6 , 09:00 • • . . . • 5 4 4 .10 I . I 2 3 6 iC:00 • • ' - . ' 3 4 3 5 5 7 I 4 3 5 IHOCI • , „ . 0 73 n 3 1 3 1 _ 1 .urals 0 0 0 0 0 0 96 97 131, ..31 131 234 8-, 95 II9 0 ti 0 193 286 265 182 243 Avg. Day .0% .0% .0% .01 .05 .C% 80.6% 78.2% 113.4% 121.76 110.01 108.0% "3.1% "6.6% AM Peaks 10:00 10:00 09:00 09:00 09:00 08:00 09:00 08:00 09:00 09:00 VolUMP 11 6 10 3 12 8 9 9 10 8 PM PeaKs 07:00 05:00 03:00 02:00 06:00 06:00 06:00 05:00 06:00 05:00 3021ume 11 17 13 16 'I 1 1... 14 7 9 10 12 .• (:13 FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRlP MALL. DRVWY N/0 4820 Yelm 8wy 6-195 Sire Code : 02 S 316TH PL Lacey, Washington 98503 Start Date: 05/16/2006 LOCO 02 360-491-81:6 File I.D. : 02 , Page : 2 Begin Nor. 05/22 Tues. Wed. Thur. Fri. Sat. Sun. Week Avg. Time IN OUT IN OUT IN OUT IN OUT IN OUT IN 00T IN OUT IN OUT 12:00 an 0 0 . . 0 0 01:00 0 1 ' • • ' ' ' . ' - ' ' ' 0 1 02:00 0 0 • ' • ' * ' ' • ' . . 0 0 03:D0 0 0 ' • ' . • • • ' * * ' 0 0 04:30 0 1 . ' . ' * . . ' • • " 0 [ 05:009 3 ' * ' . [. - . . ' . . 3 06:00 3 ,.. ' ' ' - . . . . . . . 3 2 03:00 . ' • • . * ' . ' ' . 4 08:00 6 4 . • . . • • • . . . 6 ,, 71 :00 C 3 . - • ' - ' . . ' ' • ' 6 4 10:00 i 6 ' * . . . .. ' • . . . . 5 6 11:00 : 6 . ' . ' ' • - - . ' ' 7 6 12:00 pm • ' ' * ' ' ' . . ' . ' • . . • e1:00 ' • . • . . ' • • • • 02:00 ' . ' . . ' . • ' . . • , • • 03:00 ' . • . . . ' • ' ' ' . . • • 04:00 * ' • * * . . . . * * . • . . • 05:00 ' ' ' " ' " * ' . . .06:C0 ' . ' , ' ' . . ' . ' • • . . 01:00 ' • ' - ' . ' . • . . • . • 08:00 • ' ' ' . . . . • • 0,1:00 . . ' ' ,. . . . . * 10:00 . . . ' . . ' • ' . . . • • . - 11:00 . * ' . . . * " , . • . . . Totals 31 28 0 0 0 0 0 0 0 0 0 0 0 0 31 28 59 0 0 0 0 0 0 59 Avg. Day L00.0% 100.0% .0% .0% .0% .01 .0% .0% .0% .0% .0% .0% .0% .00 AM Peaks 11:00 10:00 11:00 10:00 Voldme . 6 7 6 PM Peaks ADTs • (a) FEDERAL WAY, WASHINGTON TRAFFTCOUNT, INC. GROCERY/STRIP MALL DRVWY N/0 4820 Yelm Hwy 8-195 :11,.te Code : 0? S 316TH PL Lacey, Washing-dor. 98503 Staft Date: 05/18/2006 .001 360-491-8116 File I.D. : 012. , ------C----- ThCITsilF-- ----:--1 .egin r IN >.: OUT .**-- Compined Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/18 1 I 0 I d 12:15 * 1 1 . 1 I * 2 12:30 ' i - 1 I . 3 12:45 * . 3 , , ' 5 '7 i ' , 8 11 01:00 ' 1 i ' 1 , ' 2 01:15 , 3 1 ' 1 , . 4 01:3C * 1 1 . 2 * 01:45 ' * 1 6 I • • 1 3 " . 2 11 02:00 . 1 I • 3 1 . 4 1 - i I . 2 02:45 • , ' 7 1 * ' 1 7 I . . 4 14 03:00 . 1 2 1 . 3 03:15 . 2 , . 1 1 . 3 03:30 . 2 1 • 0 I „ 2 03:45 ' ' ' 7 ! ' . 5 8 I „ . 7 15 04:00 • 1 I ' 1 1 • 2 04:d5 ' 2 I . 3 I . 5 . 04:30 1 I • 1 I • 2 04:15 ' ' _ 6 1 * , 1 6 1 . ' 3 .2 05:00 • 1 I . 1 I • 2 05:15 ' 3 I . 4 1 • ' 05:30 ' 3 I . 5 I . 8 05:45 . . 3 10 1 * . 7 17 I . . 10 27 06:00 . 1 . 2 06:15 ' . I . . I ' 3 06:36 ' " I , 1 36:45 ' ' 2 7 1 . 5 9 I . . 7 16 I 07:00 ' 3 I ' 3 I . 6 07:15 ' 3 I . , . . 4 0 :30 , 2 I . 1 1 . 3 0 :45 ' • 3 11 I ' • 3 8 i . ' 6 :9 06:00 ' 3 I • 3 I . 6 08:15 . 3 I ' ", - I ' 5 08:30 ' 3 . • , 5 I , 5 06:45 1 10 I . 0 7 1 . , I 1' 09:00 . 1 1 ' 1 I 09:15 . 2 1 ' 1 I 09:30 . 1 I ' 7 1 5 1 ' • 0 4 ' ' 1 9 4 1 I , 1 6 '- I 0:la 3 1 1 3 1 , 6 , _ 10:30 1 0 I 0 1 1 i 10:45 3 11 d 3 I 1 6 1 4 I 4 ._ 2 11:00 1 0 I 1 1 2 11:15 . 0 I , 1 I 3 1 11:30 2 0 1 3 0 I 5 0 11:45 1 6 0 • 1 1 6 1 3 I 2 12 1 Totals • • '9 12 95 60 164 Day Totals 9f 97 193 Spilt C '..,••••f, 49.19 41.3% 51.8% Peak Hour. 1T:00 0 :45 10:00 05:15 10:00 05:15 Volume ,6 6 18 17 28 P.H.F. .68 1.00 .5 .64 .70 (6) FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY N/O 4820 Yelm Hwy B-195 Site Code : 02 S 316TH PL Lacey, Washington 98503 Start Date: 05/18/2006 L0C8 02 360-491-8116 File I.D. : 02 , Page : 2 Begin TN >< OUT >< Combined > Friday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/19 0 2 1 1 1 3 12:15 0 3 1 3 1 6 12:30 1 2 0 3 1 5 12:45 0 1. 1 8 0 2 2 9 1 0 3 3 17 01:00 0 2 0 2 0 4 • 01:15 0 0 1 0 2 01:30 0 2 0 1 0 3 01:45 0 3 8 0 9 0 - 8 17 02:00 0 1 0 4 0 5 02:15 0 1 0 2 0 3 02:30 0 3 0 4 0 7 02:45 0 * 1 6 0 * 6 16 0 7 22 03:00 0 4 0 3 0 7 03:15 0 4 0 3 0 7 03:30 0 3 0 1 0 4 03:45 0 * 2 13 ! 0 * 6 13 0 * 8 26 04:00 0 3 0 4 0 7 04:15 0 3 0 5 0 8 04:30 0 2 0 3 0 5 04:45 0 * 4 12 1 0 * 4 16 0 * 8 28 05:00 1 1 I 5 2 6 05:15 1 3 1 3 2 6 05:30 0 2 0 3 0 5 05:45 0 2 1 7 1 0 2 1 12 0 4 2 19 06:00 1 6 0 3 1 9 06:15 1 2 0 1 1 3 06:30 1 1 1 2 06:45 3 6 3 12 1 2 1 6 4 8 4 18 07:00 1 1 1 4 2 5 07:15 1 2 0 3 1 5 07:30 1 1 1 2 2 3 07:45 2 5 2 6 2 4 1 10 I 4 9 3 16 08:00 0 1 0 1 0 2 08:15 1 1 2 0 3 1 08:30 1 1 1 1 2 2 08:45 5 "7 3 6 1 4 4 6 1 6 11 7 12 09:00 3 2 4 5 I 7 7 09:15 3 0 2 1 5 1 09:30 1 1 1 3 2 4 09:45 3 10 1 4 2 9 1 10 5 19 2 14 10:00 3 1 1 i 4 10:15 1 1 1 2 2 3 10:30 1 0 I 1 1 I 2 10:45 2 7 1 3 1 1 4 1 5 1 3 11 2 8 11:00 2 1 I 1 1 3 2 11:15 3 0 I I 1 4 11:30 4 0 I 4 1 8 11:4 5 1 10 1 2 1 3 9 0 3 I 4 19 I 5_ Totals 48 87 36 115 84 202 Day Totals 135 151 286 Split % 57.1% 43.0% 42.8% 56.9% Peak Hour 08:30 03:00 09:00 03:45 08:30 02:30 Volume 12 13 9 18 20 28 P.H.F. .6 .81 .56 .75 .71 1.00 FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY N/0 4820 Yelm Hwy B-195 Site Code : 02 S 316TH PG Lacey, Washington 98503 Start Date: 05/18/2006 LOCH 02 360-491-8116 File 1..D. : 02 Page 3 Begin < IN >< OUT >< Combined > Saturday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/20 1 2 1 1 I 2 3 12:15 0 3 1 1 4 12:30 0 3 1 1 1 4 t2:45 1 2 1 9 1 4 1 4 1 2 6 2 13 01:00 0 1 0 0 0 01:15 0 1 1 4 1 5 01:30 0 2 0 1 0 3 01:45 C 1 5 0 1 0 5 i C 1 1 10 02:00 0 3 0 1 0 4 02:15 0 2 I 0 1 0 3 02:30 0 2 I 0 2 0 4 02:45 0 9 1 0 T 3 7 0 5 16 03:00 0 3 0 1 0 4 03:15 0 2 0 1 0 3 03:30 0 1 0 0 0 03:45 0 8 1 0 * 5 '7 0 7 15 04:00 0 0 0 0 04:15 0 3 1 3 1 6 04:30 0 3 0 4 0 7 04:45 0 3 11 1 0 1 3 10 0 1 6 21 05:00 0 3 I 0 3 0 6 05:15 0 3 0 3 0 6 05:30 0 1 i 0 3 0 4 05:45 1 1 2 9 1 0 4 13 1 1 6 22 06:00 0 5 I 0 5 0 10 06:15 0 3 0 3 0 6 06:30 0 3 I 1 3 1 6 06:45 0 1 12 0 1 3 14 I 0 1 4 26 07:00 0 1 1 1 3 07:15 1 1 .. 4 2 5 07:30 3 3 1 1 3 I 4 6 07:45 1 5 2 8 ! 4 3 11 I 2 9 19 08:00 0 2 I 1 1 1 1 3 08:15 1 1 1 2 I 2 08:30 0 1 I 3 0 3 08:45 5 6 2 6 1 3 8 3 6 1 8 14 5 12 09:00 3 1 1 3 4 4 09:15 7 0 2 2 4 2 09:30 3 0 1 1 I 4 09:45 4 12 0 1 4 8 1 3 8 20 1 8 10:00 3 0 1 4 1 10:15 2 1 2 2 4 3 10:30 2 3 2 3 1 4 6 10:45 2 9 1 5 2 7 1 7 1 4 16 12 11:00 3 1 1 1 I 4 11:15 3 0 1 1 I 4 1 11:30 2 0 1 I 3 11:45 4 12 0 1 1 3 6 0 3 I 7 18 0 4 Totals 47 84 40 94 87 178 Day Totals 131 134 265 I Split % 54.0% 47.1% 45.9% 52.8% Peak Hour 08:45 05:45 08:30 05:15 08:45 05:45 Volume. 13 13 9 15 20 28 P.H.F. .65 .65 .75 .75 .62 .7 FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY N/0 4820 Yelm Hwy B-1.95 Site Code : 02 S 316TH PL Lacey, Washington 98503 Start Date: 05/18/2006 LOCK 02 360-491-8116 File I.D. : 02 , Page : 4_ Begin < IN >< OUT >< Combined > Sunday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/21 0 1. I 0 3 I 0 4 12:15 0 1 0 1 0 2 12:30 0 1 0 0 0 1 12:45 0 * 3 6 $ 1 1 3 7 1 1 6 13 01:00 0 2 0 1 0 3 01:15 1 1 0 2 I 1 3 01:30 1 1 3 1 4 2 01:45 0 2 0 4 0 3 1 5 1 0 5 1 9 02:00 0 2 1 1 1 3 02:15 1 1 1 2 02:30 0 2 0 0 0 2 02:45 0 1 1 6 1 3 2 4 1 1 4 3 10 03:00 0 1 0 1 0 2 03:15 0 2 0 3 0 03:30 0 1 0 - 0 3 03:45 0 * 1 5 1 1 7 1 1 2 12 * 04:00 0 2 0 2 0 4 04:15 0 1 0 1 0 2 04:30 0 1 0 1 0 0 4:4 5 0 * 2 6 0 1 5 0 3 11 05:00 0 1 0 2 0 3 05:15 0 2 0 3 0 5 05:30 0 1 1 1 2 05:45 0 6 0 1 2 8 0 1 4 14 06:00 0 2 0 1 f 0 3 06:15 1 2 0 1 1 3 06:30 1 1 0 0 1 1 06:45 1 3 2 7 1 0 1 3 1 1 3 3 10 01:00 0 1 1 0 1 0 2 07:.15 1 1 0 2 i. 07:30 1 1 0 1 1 2 07:45 1 3 0 3 1 1 2 0 2 ! 5 0 5 08:00 0 1 I 0 3 0 4 08:15 1 1 I 2 1 3 08:30 2 0 3 3 5 3 0 8:4 5 3 6 1 3 1 4 9 0 7 7 15 1 10 09:00 2 0 I 3 1 5 09:15 1 0 0 0 1 0 09:30 3 0 1 0 4 0 09:45 3 9 1 1 I 3 7 1 2 6 16 2 3 10:00 2 0 I 1 1 3 1 10:15 1 0 _ 0 2 0 10:30 5 1 I 2 2 7 3 10:45 1 9 0 1 1 2 6 1 4 3 15 1 5 11:00 1 I 1 1 2 2 11:15 1 0 2 1 3 1 11:30 1 0 2 0 3 0 11:4 5 2 5 0 1 $ 1 6 0 2 3 11 0 3 Totals 38 49 39 56 77 105 Day Totals 87 95 182 Split 8 49.3% 46.6% 50.6% 53.3% Peak Hour 09:45 12:15 08:15 02:45 08:15 12:45 Volume 11 7 12 8 20 14 P.H.F. .55 .58 .75 .66 .71 .58 • FEDERAL WAY, WASHINGTON TRAFFICOUNT, INC. GROCERY/STRIP MALL DRVWY N/O 4820 Yelm Hwy B-195 Site Code : 02 S 316TH Pl. Lacey, Washington 98503 Start Date: 05/18/2006 LOCH 02 360-491-9116 File 1.D. : 02 - , Page : 5 Begin < IN >< OUT s< Combined > Monday Time A.M. P.M. A.M. P.M. A.M. P.M. 12:00 05/22 0 0 0 ' •12:15 0 • 0 0 - . 12:30 0 0 0 * . • .. 12:45 0 0 « " 0 •01:00 0 . I 0 . 0 ' •01:15 0 0 * 0 01:30 0 * 1 * 1 . . • * •01:45 0 ' * 0 1 0 1 * . *02:00 0 0 • 0 . . 02:15 0 0 0 ' •'02:30 0 0 0 • « 02:42. 0 . . 0 * ' 0 '03:00 0 0 0 .,03:15 0 0 . 0 • •03:30 0 0 0 03:45 0 0 * • * 0 . • '' * • .04:00 0 0 0 . 04:15 0 0 • 0 •04:30 0 0 • 0 '• *04:45 0 1 1 , 1 1 . . . '05:00 0 2 2' 05:15 0 . -1 • 1 * • '05:30 0 0 0 . * * 0 3 0 3 05:45 0 • • . • '06:00 0 0 • 0 06:15 i ' 2 * 3 * ' ' 06:30 1 0 1 0 2 • ' 1 5 '' 06:45 1 3 • ' . 07:03 . 0 1 • 07:15 1 • 0 « 1 * 07:30 1 1 * 2 . . . 07:45 1 4 1 2 L 6 08:00 1 • 0 ' 1 . •08:15 2 2 4' '08:30 1 1 * I . _ . . •08:45 2 6 1 1 ' 3 10 . 09:00 1 1. , ' . • 09:15 1 1 2 « • 09:30 2 * 1 3 ' • . 09:45 2 6 • 0 3 * 9 . • 10:00 1 * 2 3 * 10:15 1 1 ' 2 , 10:30 2 1 , 3 10:45 1 5 ' 2 6 3 11 * ' ' ' * . .11:00 1 1 * I2 . 11:15 2 1 • I 3 * 11:30 2 * 1 ' I 3 11:45 o 7 • . 3 6 . * I 5 13 * • Totals 31 0 28 0 59 0 Day Totals 31 28 59 ' •Split 3 52.5% 47.41 Peak. Hour 11:00 10:00 11:00 Volume 7 6 13 P.i1.P. .87 .75 .65 (14- ) Start Date: 5/18/06 Start Time: 10:00:00 AM - Site Code: 01 FEDERAL WAY, WASHINGTON GROCERY/STRIP MALL DRVWY S/O S 316TH ST LOC#01 Location#1 Location#2 parked Date Time IN OUT IN OUT cars 5/18/2006 10:00:00 AM 18 19 11 6 31 30 calibration 5/18/2006 11:00:00 AM 25 17 6 6 39 5/18/2006 12:00:00 PM 29 29 7 7 39 5/18/2006 1:00:00 PM 21 25 6 5 36 5/18/2006 2:00:00 PM 21 26 7 7 31 5/18/2006 3:00:00 PM 28 20 7 8 38 5/18/2006 4:00:00 PM 26 22 6 6 42 5/18/2006 5:00:00 PM 23 24 10 17 34 5/18/2006 6:00:00 PM 27 23 7 9 36 5/18/2006 7:00:00 PM 13 27 11 8 25 5/18/2006 8:00:00 PM 12 27 10 7 13 5/18/2006 9:00:00 PM 14 18 5 4 10 5/18/2006 10:00:00 PM 6 10 3 4 5 5/18/2006 11:00:00 PM 4 0 0 3 6 5/19/2006 12:00:00 AM 3 4 1 2 4 5/19/2006 1:00:00 AM 2 2 0 0 4 5/19/2006 2:00:00 AM 0 0 0 0 4 5/19/2006 3:00:00 AM 0 0 0 0 4 5/19/2006 4:00:00 AM 0 0 0 0 4 5/19/2006 5:00:00 AM 2 1 2 2 5 5/19/2006 6:00:00 AM 2 7 6 2 4 5/19/2006 7:00:00 AM 5 7 5 4 3 5/19/2006 8:00:00 AM 13 7 7 4 12 5/19/2006 9:00:00 AM 28 19 10 9 22 5/19/2006 10:00:00 AM 28 22 7 4 31 5/19/2006 11:00:00 AM 33 27 10 9 38 5/19/2006 12:00:00 PM 35 23 8 9 49 5/19/2006 1:00:00 PM 32 30 8 9 50 5/19/2006 2:00:00 PM 30 26 6 16 44 5/19/2006 3:00:00 PM 27 26 13 13 45 5/19/2006 4:00:00 PM 26 27 12 16 40 5/19/2006 5:00:00 PM 25 29 7 12 31 5/19/2006 6:00:00 PM 26 35 12 6 28 5/19/2006 7:00:00 PM 24 25 6 10 23 5/19/2006 8:00:00 PM 19 18 6 6 24 5/19/2006 9:00:00 PM 18 17 4 10 19 5/19/2006 10:00:00 PM 5 8 3 5 14 5/19/2006 11:00:00 PM 3 11 2 3 5 5/20/2006 12:00:00 AM 4 4 2 4 3 5/20/2006 1:00:00 AM 2 3 0 1 1 5/20/2006 2:00:00 AM 1 1 0 0 1 5/20/2006 3:00:00 AM 1 0 0 0 2 5/20/2006 4:00:00 AM 0 0 0 1 1 OD 5/20/2006 5:00:00 AM 0 1 1 0 1 5/20/2006 6:00:00 AM 7 3 0 1 4 5/20/2006 7:00:00 AM 4 8 5 4 1 5/20/2006 8:00:00 AM 12 6 6 8 5 5/20/2006 9:00:00 AM 26 21 12 8 14 5/20/2006 10:00:00 AM 26 21 9 7 21 5/20/2006 11:00:00 AM 32 28 12 6 31 5/20/2006 12:00:00 PM 29 20 9 4 45 5/20/2006 1:00:00 PM 30 26 5 5 49 5/20/2006 2:00:00 PM 24 28 9 7 47 5/20/2006 3:00:00 PM 28 25 8 7 81 5/20/2006 4:00:00 PM 22 27 11 10 47 5/20/2006 5:00:00 PM 29 25 9 13 47 5/20/2006 6:00:00 PM 31 29 12 14 47 5/20/2006 7:00:00 PM 26 28 8 11 42 5/20/2006 8:00:00 PM 23 30 6 6 35 5/20/2006 9:00:00 PM 8 13 1 7 24 5/20/2006 10:00:00 PM 10 14 5 7 18 5/20/2006 11:00:00 PM 5 3 1 3 18 5/21/2006 12:00:00 AM 2 1 0 1 18 5/21/2006 1:00:00 AM 3 6 2 3 14 5/21/2006 2:00:00 AM 3 2 1 3 13 5/21/2006 3:00:00 AM 2 2 0 1 12 5/21/2006 4:00:00 AM 0 0 0 0 12 5/21/2006 5:00:00 AM 0 1 0 1 10 5/21/2006 6:00:00 AM 1 3 3 0 11 5/21/2006 7:00:00 AM 2 3 3 2 11 5/21/2006 8:00:00 AM 13 7 6 9 14 5/21/2006 9:00:00 AM 17 19 9 7 14 5/21/2006 10:00:00 AM 17 15 9 6 19 5/21/2006 11:00:00 AM 31 13 5 6 36 5/21/2006 12:00:00 PM 25 26 6 7 34 5/21/2006 1:00:00 PM 25 23 4 5 35 5/21/2006 2:00:00 PM 17 20 6 4 34 5/21/2006 3:00:00 PM 26 19 5 7 39 5/21/2006 4:00:00 PM 19 20 6 5 39 5/21/2006 5:00:00 PM 22 18 6 8 41 5/21/2006 6:00:00 PM 21 21 7 3 45 5/21/2006 7:00:00 PM 17 23 3 2 40 5/21/2006 8:00:00 PM 8 17 3 7 27 5/21/2006 9:00:00 PM 3 13 1 2 16 5/21/2006 10:00:00 PM 4 12 1 4 5 5/21/2006 11:00:00 PM 3 4 1 2 3 5/22/2006 12:00:00 AM 0 1 0 0 2 5/22/2006 1:00:00 AM 2 2 0 1 1 5/22/2006 2:00:00 AM 0 0 0 0 1 5/22/2006 3:00:00 AM 0 0 0 0 1 5/22/2006 4:00:00 AM 1 0 0 1 1 5/22/2006 5:00:00 AM 5 1 0 3 2 5/22/2006 6:00:00 AM 3 4 3 2 2 5/22/2006 7:00:00 AM 3 6 4 2 1 5/22/2006 8:00:00 AM 13 8 6 4 8 5/22/2006 9:00:00 AM 20 12 6 3 19 5/22/2006 10:00:00 AM 21 13 5 6 26 5/22/2006 11:00:00 AM 33 26 7 6 34 34 calibration CUSTOMER SURVEY LYNNWOOD KOREAN SPA SATURDAY JUNE 17th,2006 1500-1900 Enter Time I Exit Time I 1 - on I 2-people 3-people I more than 3 I 1506 x 1513 x 1514 7 1514 x 1520 x 1522 x 1525 x 1530 x 1534 x 1538 4 1539 x 1540 x 1543 x 1556 x 1557 x 1559 x 1605 x 1613 x 1615 x 1621 x 1631 x 1633 x 1639 x 1641 x 1647 x 1648 x 1649 x 1652 x 1703 x 1706 x 1709 x 1712 x 1713 x 1715 x 1725 x 1730 x 1731 x 1735 x 1742 x 1747 x 1749 x 1753 x 1754 x 1758 x 1802 x 1803 x 1806 x 1817 x 1819 x 1822 x 1825 6 1830 x 1832 x 1835 x 1838 x 1840 x 1842 x 1845 x 1847 x 1850 x 1851 x 1855 x CUSTOMER SURVEY LYNNWOOD KOREAN SPA WEDNESDAY JULY 26th, 2006 1500-1900 Enter Time I Exit Time 1 1 -person I 2-people I 3-people I more than 3 1515 x 1527 x 1531 x 1544 x 1549 x 1557 x 1616 x 1624 x 1638 x 1654 x 1700 x 1708 x 1714 x 1718 x 1727 x 1729 x 1730 x 1732 x 1731 x 1735 x 1738 x 1739 x 1740 x 1748 x 1807 x 1808 x 1811 x 1817 x 1821 x 1823 x 1826 x 1828 x 1830 x 1831 x 1831 x 1832 x 1844 x 1846 x 1850 x 1852 x 1857 x 1858 x , s. Contact 1 S IG i A .5 'six . _. -,-,;ii„.4',:;, ::.:', :.i.:...:,,' ,:;- .u4, f� 4iry III PJe4iL1 (e r F 4, -, , -.,:e.:,',.:: , , -.: -. .,. 1 i � ro 'a W ntr!. P S.d� 4. arm `.� �w.a ash' "� Ne:vitfr'F ,r..-;.&Sci 'pa Ser'rrr-e_' IEIMIII .;gpl«fiembel.1 -. - ;aoas ShopO:zltne Newitfe Fitness & Spa = s • About Us Newlife Fitness & Spa has a 15,000 square-foot, state-of-the art facility Section Contents: that offers its members and guests the t 4, ' # , replenishing, relaxing. and revitalizing • About Us ,- = beauty and health care services } • Employment `.:, including spa, fitness, skin care, • Events/ Press beauty, massage, and much more • Eve Health and Beauty Tips With ancient philosophy and modern • Spa Brochure technology uniquely combined, we Contact Us have elevated a typical spa to a whole new level to bring you the most unforgettable experiences during your visit for our dazzling spa services Save \A/ithore We want to share our Asian wisdoms, culture and lifestyle to help you explore a new 1 healthier lifestyle of your own by providing you with its unique services that combine ' the benefits of mind, body, and soul This exclusive well-being center is also ' designed for you to enjoy time with your family and friends as your new healthy hangout spot Group Discount • Fitness area including (2 or More People,... 1 strength training, , cardiovascular. Avante � Person (weight loss) equipment • Value-added classes— Yoga, . . -. Newlife Specials health and beauty seminars , (Available in Fall) • Separated whirlpool spas for `'' � :-. Newlife Fitness & Spa Business men and women with "V ,. Hours different temperature hot, warm, and cold �:` ' Facility Hours • Therapy rooms—yellow clay, .: ,: ' Sun-Thurs 9.00 AM-11.00 PM jewel, and rock salt Fri-Sat 9 00 AM- 1 00AM 'CLOSED on the 2nd Tuesday of every month • Sauna— Finland dry, infrared dry, and jade steam Massage&Skin Care Hours • Massage room Mon-Sat 9.00 AM-9.00 PM • Skin care room Sundays and Holidays 1200 Noon-8-00PM • Beauty salon • Full amenity locker room Beauty Salon Hours areas with gowns, towels, Cie) hair dryer, body lotions, etc • Relaxing lounge area with Mon-Sat 9 30 AM-7 OOPM large screen and fountains Sundays and Holidays Closed • Internet access Juice Bar Hours • Juice bar Mon-Sat 10:00 AM-10 00 PM • Restaurant Sundays and Holidays 1.00PM-800PM Restaurant Hours Mon-Thurs 9 00 AM-9 00 PM Fri&Sat 9:00 AM- 10:00 PM Sundays and Holidays 9.00 AM-9.00 PM Closed on Thanksgiving and Christmas.