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01-104538 (2) CITY OF = • �v CITY HALL 33530 1st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 December 14, 2001 FILE Mr. Patrick Mitchell Mr. Shawn Penn J. Patrick Mitchell &Associates Crosspointe Community Church 12620 120th Avenue NE, #208 PO Box 24235 Kirkland, WA 98034 Federal Way, WA 98093-1235 Re: File No: 01-104538-000-00-UP; REQUEST FOR ADDITIONAL INFORMATION Crosspointe Community Church; 1626 South 310th Street, Federal Way Dear Messrs Penn and Mitchell: On November 27, 2001, the Department of Community Development Services received your Process II, Land Use application to establish a church use at the above referenced address. In that application, the following information was submitted: • Site Plan, Sheet No: A-1.1, prepared by J. Patrick Mitchell, Architect, September 5, 2001 • Landscape Plan, Sheet No: L-1.1, prepared by Douglas E. Jackson, October 23, 2001 • Floor Plan, Lighting Plan, and Exterior Elevations, Sheet No: A-2.1, prepared by J. Patrick Mitchell, Architect, November 9, 2001 • Exterior Elevations, Sheet No: A-3.1, prepared by J. Patrick Mitchell, Architect, November 9, 2001 • Assessor's Map NW 09-21-04 • Transportation Management Plan, prepared by The Transpo Group, September 20, 2001 • Use Narrative, prepared by Pastor Shawn Q. Penn, November 16, 2001 • Elevation photographs • Vicinity map Based on staff review of the submitted information, the following additional information is required in order to continue review of your application: • Reciprocal Access and Parking Agreement, signed and recorded, between tax parcel numbers 78560-0215 and 785360-0212. • Revised landscape plans per enclosed redline comments. Mr. Patrick Mitchell Mr. Shawn Penn Page 2 December 14, 2001 • Valuation of proposed tenant improvements, and all other site improvements (enclosed storage area, parking Jot restriping, and landscaping). • In order to highlight the entry points of the proposed use, both the existing and proposed doors should be painter olor that coordinates with the existing buildings color. Please provide a color swatch f heodoo , and for the trim on proposed awning. • Revised accessible parking plans per enclosed redline comments. Two accessible parking stalls, adjacent to the church use, are required. Please refer to the enclosed Accessible Parking handout for accessible parking space design requirements. Upon receipt of the requested information, the City will continue its formal review of the proposed project. Please feel free to call me at 253-661-4120 with any questions you may have. Sincerely, 0A-t6a6Gt.0 Jane Gamble Associate Planner enc: City of Federal Way Declaration of Reciprocal Access and Parking Easements "Accessible Parking"Handout Redline Site and Landscape Plan 01-104538-000-00-UP Doc.I.D.17357 410 I P.O. Box 24235 Federal Way,WA 98093-1235 RECEIVED BY253.952.3544(office&fax) • COMMUNITY DEVELOPMENT DEPARTMENT crosspointe@integrityol.com Crosspointe Neicommunity church ®� 27 November 16, 2001 Jane Gamble Community Development Services Dept. Associate Planner; City of Federal Way 33530 1st Way S. Federal Way, WA 98063-9718 De •Jane Gamble, Crosspointe Church is a new church plant in the Federal Way community with an average weekly gathering of 30 adults and 25 children. We seek to occupy a little less than one half(2,710 sq. ft.) of the 6,000 square feet available at the building located at 1626 S. 310th St. in Federal Way. Our anticipated usage of the facility is as follows: Day(s) Time& Event Participants Monday-Friday 8am-5pm/office hours 1 individual and occasional guests and drop-ins. Monday 7-9pm/ Bible Study and/or Christian Education Elective 10-20 individuals Tuesday&Thursday 7-9pm/ music practice 7 - 10 individuals Wednesday 8-10pm/NA or AA meeting 6 - 10 individuals Friday 7-10 pm/service practice 15-20 individuals Saturday 5:30 pm/service 30 individuals (incl. kids) 8 pm/service 50-100 individuals (incl. kids) The primary purpose of this facility is to provide our faith community with a gathering place for worship, music rehearsals, office space, and occasional bible studies. The locus for our bible studies and spiritual growth is in small groups held in individuals' homes. As for our children, until growth warrants it, all the children will remain with their parents during the service. • Sincerely, Shawn Q Penn pastor Transportation and Traffic Engineering PLANNING • DESIGN RECEIVED BY The COMMUNITY DEVELOPMENT DEPARTMENT Transpo NOV 2 7 2001 Group September 20, 2001 TG: 01235.00 Mr. Shawn Q. Penn Crosspointe Community Church P.O. Box 24235 Federal Way, WA 98093-1235 SUBJECT: TRANSPORTATION MANAGEMENT PLAN FOR CROSSPOINTE COMMUNITY CHURCH Dear Shawn, Per your request, we have prepared the following transportation management plan (TMP) for Crosspointe Community Church (CCC). The TMP addresses traffic control, parking demand and management, and traffic movement to the adjacent street system per the City of Federal Way's requirements (see letter dated June 27, 2001). It is our understanding that the City will base the number of required on-site parking stalls on the findings summarized as part of the TMP. The following paragraphs describe the project's location and site access, existing parking supply, intended church-related uses, and the likely site-generated traffic and parking impacts. Location and Site Access. The project site is located at 1626 S 310th Street in Federal Way. CCC is proposing to occupy 2,721 square feet of existing retail space located north of S 310th Street and east of the 60-Minute Tune and Muffler Shop. As illustrated in the attached site plan, vehicular access is currently provided via three driveways located approximately 100 feet, 225 feet, and 300 feet east of the Pacific Highway S centerline. The easternmost driveway provides access to the adjacent on-site parking lot located south of S 310th Street whereas the westernmost driveway provides access to the two parking areas north of S 310th Street. The center driveway provides access to the parking lot located south of S 310th Street as well as the parking areas north of S 310th Street. Parking Supply. The aforementioned site plan illustrates the existing on-site parking supply. A total of 14 parking stalls (two of which are reserved for handicapped parking) are located north of S 310th Street and 37 parking stalls are located in the adjacent on-site parking lot located south of S 310th Street. Collectiv , the ' is served b 51 U r inn stalls. Of the 14 stalls located north of S 310th Stree , 10 stalls inc u ing one handicapped parking stall) are located just west of the proposed ch e. It is important to note that in the future, the on-site parking supply would decrease from 51 to 50 parking stalls as CCC is proposing to construct a landscaped island north of S 310th Street. This island would replace one of the existing stalls located just west of the proposed church space. Intended Church-Related Uses. With the exception of pastoral/support staff and occasional guests occupying the building weekdays between 8:00 AM and 5:00 PM, most church-related activities would occur after 7:00 PM on weeknights and on Saturday evenings. On weeknights, these activities would range from church-specific (Bible studies, music and worship service practice, etc.) to church-sponsored (Narcotics Anonymous or Alcoholics Anonymous). On Saturdays, CCC plans to offer two worship services, the first of which would begin at 5:30 PM. The second of these services would begin at 8:00 PM. The anticipated daily activity, each activity's scheduled time period, and the maximum number of participants are illustrated in Table 1. The TRANSPO Group, Inc. 11730 118th Avenue N.E.,Suite 600 Kirkland,Washington 98034-7120 FAX:425/825-8434 425/821-3665 The Mr. Shawn Q. Penn Transpo September 20, 2001 Page 2 Group Table 1. Intended Church-Related Uses1 Scheduled Number of Day of Week Activity Time Period Participants2_ Monday Bible Study and/or Christian Education Elective 7:00-9:00 PM 20 Tuesday Music Practice 7:00-9:00 PM 10 Wednesday Narcodics Anonymous or Alcoholics Anonymous 8:00-10:00 PM 10 Ivo 5.)/k-p ca? Thursday Music Practice 7:00-9:00 PM 10 Friday Worship Service Practice 7:00-10:00 PM 20 Saturday Worship Service 5:30-6:45 PM 30 Saturday Worship Service 8:00-9:30 PM 100 1. Based on information from Shawn Penn,Pastor of Crosspointe Community Church(dated August 17,2001). 2. Represents maximum number of participants;weekly participation could be less. The projected number of participants at the Saturday worship services includes both adults and children. Traffic Control. The addition of church-generated traffic volumes would not alter the existing traffic control at site access driveways. Eastbound and westbound traffic on S 310th Street would remain uncontrolled at these locations. Similarly, northbound traffic at the easterly driveway, southbound traffic at the westernmost driveway, and north and southbound traffic at the center driveway would continue to yield/stop to traffic on S 310th Street. Parking Demand and Management. A parking demand analysis was conducted to determine if the existing number of parking stalls—less the stalls currently used—would accommodate the peak parking demand generated by CCC. Parking supply was estimated by totaling the number of on-site parking stalls and subtracting the existing number of occupied stalls, as documented between 6:30-7:30 PM on weeknights and 7:30-8:30 PM on Saturday evenings. These time periods correspond with the 30-minute period before and after the beginning of the weeknight and Saturday evening activity with the greatest number of participants. Peak parking demands generated by CCC were estimated based on the weeknight and Saturday evening activity with the greatest individual participation. As illustrated in Table 1, as many as 20 individuals would participate in the scheduled activity on Monday and Friday evenings. This level of participation would exceed the number of individuals participating in CCC's Tuesday, Wednesday, and Thursday activities. Assuming each individual would drive to the site separately, the church would generate a peak parking demand of 20 vehicles. Although the future on-site parking supply would be 50 stalls, the effective parking supply is as few as 47 stalls based on the one-hour parking surveys conducted the evenings of August 27th, 28th, and 29th and September 6th and 7th (these dates were specifically selected as not to be affected by the Labor Day weekend). Therefore, it is concluded that the effective 47-stall supply would more than accommodate the estimated 20-stall demand. On Saturday evenings, as many as 100 individuals (adults and children) would participate in the 8:00 PM worship service, more than three times as many participants as the 5:30 PM Mr. Shawn Q. Penn The September 20, 2001 Transpo Page 3 Group worship service. As such, peak parking demand was estimated for the second worship service. This demand was estimated using vehicle occupancy data provided by CCC. Dividing the church's existing worship service attendance (54) by the number of vehicles (18) yields an average occupancy per vehicle of 3.0. Assuming that this average occupancy would re elatively_constant, it is esti C would enerate a peak parking errand of approximately 33 vehicles. Similar to the weeknight analysis, the effective parking supply is as few as 46 stalls (4 stalls less the total supply) based on the one-hour parking surveys conducted the evenings of August 25th and September 8th (again, these dates were specifically selected as not to be affected by the Labor Day weekend). Therefore, it is concluded that the effective 46-stall supply would more than accommodate the estimated 33-stall demand. Traffic Movement to the Adjacent Street System. To anticipate whether or not church- generated traffic exiting the parking areas would experience long delays or excessive queuing, driveway levels of service were calculated using methodologies published in the Highway Capacity Manual 2000. Driveway operations can be described alphabetically with a range of levels of service (LOS A-F), with LOS A indicating free-flow traffic and LOS F indicating extreme congestion and long vehicle delays. Since CCC would generate significantly more traffic on Saturday evenings, weeknight levels of service were not calculated as part of this analysis. Although some traffic would likely exit the site via the easternmost driveway or western- most driveway, the majority of traffic would exit via the center driveway. Therefore, to be conservative, it was assumed that all traffic exiting the site would exit via the center driveway. To document Saturday traffic volumes at this location, existing traffic was collected on Saturday, September 8th between 6:15-7:15 PM and 9:00-10:00 PM. These time periods reflect the one-hour period church-generated traffic would exit the site following the first and second worship services, respectively. As illustrated in Figure 1, no existing traffic was observed entering or exiting the site during these two one-hour periods. Figure 1 also illustrates the assignment of church-generated traffic at S 310th Street and the center driveway. Applying CCC's average occupancy of 3.0 persons per vehicle to the projected participation at the first and second worship service, it is estimated that 10 vehicle trips would exit the site between 6:15-7:15 PM and approximately 33 vehicle trips would exit the site between 9:00-10:00 PM. Accounting for existing stalls used by non- church traffic as well as handicapped stalls, it was assumed that as many as 8 vehicles would park in the areas north of S 310th Street; the remaining number of vehicles would park south of S 310th Street. Since S 310th Street terminates east of 20th Avenue S, the majority of exiting traffic was assumed to be oriented toward Pacific Highway S. After combining existing and church-generated traffic volumes, driveway levels of service were calculated to be LOS A (level of service worksheets are attached). This calculation suggests that traffic would experience, on average, very minor delay and queuing. Therefore, the center driveway along S 310th Street, as well as the other site access driveways, would operate very well following both Saturday evening worship services. Pedestrian Connections. Since a number of site-generated trips would park in the parking lot south of S 310th Street, especially on Saturday evenings, the need for a delineated Mr. Shawn Q. Penn The September 20, 2001 Transpo Page 4 Group pedestrian crossing of S 310th Street was explored. In doing so, traffic volumes on S 310th Street were collected on Saturday, September 8th between 5:00-10:00 PM. These volumes were compared to the number of pedestrians likely crossing this roadway during the 30- minute time period before (5:00-5:30 PM) and after (6:45-7:15 PM) the first worship service and before (7:30-8:00 PM) and after (9:30-10:00 PM) the second worship service. Pedestrian volumes were estimated by multiplying the number of parked vehicles (depending on the particular worship service) by the average occupancy per vehicle (3.0). Table 2 summarizes traffic and pedestrian volumes during these 30-minute time periods. Table 2. Traffic Volumes vs.Pedestrian Volumes Traffic Volumes on Number of Time Period1 S 310th Street2 Pedestrians3 5:00-5:30 PM 55 6 6:45-7:15 PM 35 6 7:30-8:00 PM 30 75 9:30-10:00 PM 10 75 1. 30-minute time period before and after the first(5:30-6:45 PM)and second(8:00-9:30 PM)worship service. 2. Total traffic(eastbound and westbound)on S 3100 Street east of Pacific Highway S. 3. Number of pedestrians crossing S 310u,Street in the vicinity of the site's center driveway. As this table illustrates, relatively few pedestrians would cross S 310th Street during the 30- minute period before and after the 5:30 PM worship service (fewer than 10). Based on projected attendance and location of on-site parking, a significantly larger number of pedestrians would cross this roadway prior to, and immediately following, the 8:00 PM worship service. Nevertheless, the ability for these pedestrians to safely cross S 310th Street would not be compromised by eastbound and westbound traffic as adequate gaps exist on Saturday evenings. For example, total traffic volumes on S 310th Street would be roughly equivalent to, on average, one passing car every 30 and 60 seconds (5:00-5:30 PM and 6:45-7:15 PM, respectively). Traffic volumes are even less during the 30-minute period before and after the 8:00 PM worship service. Therefore, based on the width of S 310th Street (36 feet), the anticipated number of pedestrians, and the existing number of gaps in traffic on S 310th Street, the need for a delineated pedestrian crossing in not warranted at this location. Conclusions. The following conclusions are documented as part of the City-required TMP: • The addition of church-generated traffic volumes would not alter the existing traffic control at site access driveways. • The effective on-site parking supply would more than accommodate the estimated weeknight and Saturday evening parking demand. Mr. Shawn Q. Penn The September 20, 2001 Transpo Page 5 Group • Exiting traffic would experience, on average, very minor delay (LOS A) and queuing at site access driveways following each Saturday evening worship service. • The width of S 310th Street, coupled with existing traffic volumes and projected pedestrian volumes, would not warrant installation of a delineated pedestrian crossing. We trust this analysis meets the City of Federal Way's requirements for a TMP. Do not hesitate to call me if you have any questions or need additional information. Sincerely, The Transpo Group. Inc. Kevin L. Jones, P.E. Senior Transportation Engineer Attachments: Figure 1 Site Plan Level of Service Worksheets KLJ/ M:\01\01235\WP\01235 TMP.DOC (o) N o (: 1 [02 o 0 (o 0) 0 25 (40 -•-- 20)10 0 (0 -) I— 0) 0 (0) I (0) 0 (0) 0 Existing (0) 7 (7) (1) 1 0 0 0 0 0 0 -�— 0 0 0 0 ) ( 0 0 23 (2) (0) 2 (0) Church-Generated (0) 7 (7) (1) 1 o (oJ k_ o) o 25 (40 —I— f— 20) 10 0 (0 0) 0 23 (2) (0) 2 (0) 0 KEY Existing + Church-Generated (x) = SAT.. 6:15-7:15 PM X = SAT.. 9:00-10:00 PM The Figure 1 o Hourly Traffic Volumes at S 310th Street/Site Access GrouP Crosspointe Community Church TMP M:1011012351Graphicslgraphic0l<A>lindak 09118101 08:19 _ ® 04J1-11HLI i * EXISTING f FIRE HYDRANT- - • I GUARD POSTS • SURVEY N 0°_ ' I I°E. 100.00' EXISTING ASPHALT . e I _ N.0° 02'I I°E. ,IW.U(i'_ STAKE(TYP) 4 •HR WALL ATER VALVES `.. L. . EXIST • II COMMON SPACE TOTAL SQ,FT.6.00Z LS p(TFUDEO CONC. ORB TYP,�` " L414 SQ.FT. BUILDING A I . EXISTING FINER'' o POLE IRELucaE r 1 , ( PER KING 00) a, o a 1 5 COMPACT STALLS 5 STALLS i 8"X lb- 0 o t 3"PAINTED STRIPE31 • LEASE SPACE FOR LEASE SPACE FOR .. (TYP) CHURCH 2,721 SQ.FT./ RETAIL 2,867 SQ.FT. + R, M) ,I n - • ' N CO / / ' � - 1 1 iS"a>R • 9 STALLS I - -"-_. - __ f 10 STALLS , ___ 0) 3 t. ASPHALT OVER 21' Z, COMACT GRAVEL BASE 1 v 11 _ 0 N ,n� TYP n 9 STALLS .._.. L r' {_44f-0" -___ I CONC. TYP p =1 o L e• , flGFffikfWE=-" i. ' CC21W.. •e i I 1 R ----_ (Or 1_ j I^. .4 �UNC..CURE TYP. c0 ' 24 0 30' 0" 12' 0 B' d 18' 0 12' r. . • w ,« ml n , .,.u0::a ,- +«, 4 TOTAL SQ. FT 5,062 EXIST ( ..... n_ . �µ'/ I 1 CD.1® L.S. BUILDING B_ ( r- tlN 60 MINUTE TUNE `--" _ d � N.0°00' 04"W. 100.45' {� 1z 12 0_YQ j NL „ , . __�_. I 3,329 S0. FT. I OIL/WATERi. N 500 GAL. WASTE s. SEP SEE �-_ 3{ CIVIL DWGS. N 0 .01L TANK } J• G 16 0' ii ) S EXISTING 3' •saa _ -''�• I tt� " O BUILDING _� ° --/!-,•� I,, c - 1 W+ '� - t L .- .,o . I 1 3 i s(`SI ° t -io r-`- iI b N _ NEW ASPALT PAVING NC. SLAB OVER I ip, _ `- I __ ' ,1 •, (- t, -m SEE CIVIL i;GAL. FRESH • z i_ S 0Re 16:444. I nIMF NC I 39'-d' k" - ZE f. _ A W' " 1 I2/S-3 t£ - pa71,1"F'I:D ;g...Z i' f , 1 MUFFLER SHOP y __ZT` :J:_.. b 1733 SO.FT j� J 23 0 � x r: 1 C2 HR. WALL l ' EXIT ONLY : '.• • "l SIGN • •�y 1 25' 0 i / } y"*h"''""�"- 3"ASPHALT OVER ._ c L.irt)°,_'_.._-3 COMPACTED GRAVEL ... 4')- - E-_ % '4.>0E- BASE (TYP) -- MG WALLY 1'--' GNIL OP.)^14 \ ETBACK 1 S -- 3"PAINTED J 4 STALLS I t STRIPES TYP ...% 1 1, iGN WICI' ED CCYVC 4 ( W00 WOO / -p 15'-0°;y 30' ° 35-d'R—•ram CUFF:G WHEEL STC PSSA a' _ R ,_.-.. tS Q-; LS CHDCP SIGN jF POSTS XIST. IST 0=1°00'32' R=5680 L- 100.02' VALVES BUS SIGN EXIST , ,4 NEW CURB,SIDEWALK B , /' CURB CUT RELOCATE ALL SIGNS, UTILITIES B GUARD ® POSTS TO THE 2-0" AREA BETWEEN CURB B.SIDEWALK - , 2 /� M - ..-14a_v./r _ rapt' _N Y-atu Trn • . 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Box 24235 COMMUNITY DEVELOPMENT DEPaciagRiay,WA 98093-1235 253 952 3544(office&fax) APR 10 2002 crosspointe@integrityol.com Crosspointe ommi, n , ty . church • Ck 7 —,11 erk ‘'r6 • — • --rt.- cf) Z.-41k(e• /7144.4 a-• c;FZ7 0-) 14) t•- / edi't TWC 1111 „444- ; 0 or RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: CONFORMED COPY City of Federal Way Attn: Law Dept. 33530 First Way South 20020417000861 PO Box 9718 NWCBA DECL 15.00 Federal Way, WA 98063-9718 PAGE 001 OF 007 KING7COUNTY, WA CITY OF FEDERAL WAY DECLARATION OF RECIPROCAL ACCESS AND PARKING EASEMENTS Grantor(s): Go,¢E�-b,. YVL144 41( Wet:L. 2- ( o (1" IKS 14x) `17) Grantee(s): �e � GSA. SpIO Property Legal Description(abbreviated):P( - 1 (1-125e I-A is Fri&'ft4'At 'l2 Additional Legal Descriptions on Exhibit: 5 / -tp-tC,), Assessor's Tax Parcel ID#(s): .� s„5-3 uo O215 (pARL.L`Z--_21 " 5360 0"2-12- Space above line for Recorder's use only. This Declaration of Parking Easements("Declaration") is executed as of the day of fe'vA(L- , 200Z, by hea. li`IaRtMA- and by 6 --z, . Owner of Parcel 1 Owner of Parcel 2 RECITALS A. Declarants are the fee owners of two adjacent parcels of property,hereinafter referred to as Parcels 1 and 2. Said parcels are more particularly described on Exhibit A(attached hereto and incorporated herein by this reference)and are individually referred to herein as Parcels 1 and 2 respectively,and collectively as the Parcels. -.... B. Parcel 1 has a parking lot and improvements thereon,as more particularly outlined on Exhibit B, attached hereto and incorporated herein by this reference("Parking Facilities"). The Parking Facilities are intended by Declarant to benefit Parcel 2. The I'it. building located on Parcel 1 will contain approximately ''/a square feet of it,. space, and the 41'761/i4e. =,L building on Parcel 2 will contain approximately 14, ele -3 square feet of C`"`" ace. C. Declarants desire to establish herein a non-exclusive easement for vehicular parking and for vehicular and pedestrian access, ingress and egress upon and across the Parking Facilities of Parcel 1 for the benefit of Parcel 2. Now, THEREFORE, for valuable consideration, receipt of which is hereby acknowledged, Declarant owner of Parcel 1 hereby establishes and will hereafter hold and convey title to Parcel 1 subject to the following covenants, conditions, easements,and restrictions: 1. Easements for Use of Parking Facilities a) Establishment of Easements. Declarant Owner of Parcel 1 hereby grants, establishes and covenants to the Declarant Owner of Parcel 2 and its successors and assigns as fee Owners of Parcel 2 together with the right and obligation to grant and transfer the same to future Owners(as defined below)of all or any portion of Parcel 1,a non-exclusive easement in,to,upon,and across the Parking Facilities for the use by the Owner of Parcel 2 and their respective employees,tenants, subtenants,licensees,and other occupants(collectively,"Occupants")and the customers,guests, agents, and other invitees of such Owners and their Occupants (collectively, "Invitees") for the following purposes: i) Vehicular and pedestrian access, ingress, and egress upon and across the traffic circulation patterns established by Declarant on the Parking Facilities and to and from any portions of the Parking Facilities and the public streets adjacent to the Parcels; and ii) Vehicular parking within the spaces designated for non-exclusive parking by the Owners, subject to the restrictions and limitations set forth in subparagraphs b and c below. b) Use by Owner.The easement rights granted hereinabove are non-exclusive and shall be used in common by the Owners and their Occupants and Invitees.Declarant Owner of Parcel 1 and its successors and Owner of Parcel 1,shall have the right,subject to the prior written approval of the City (which shall not be required for public or quasi-public utility easements granted in compliance with Paragraph 4 hereof), to grant other vehicular access, ingress, and egress easements across and upon the Parcel(s) owned by such Owner, including, without limitation, portions of Parcel 1 containing the Parking Facilities, for the benefit of property adjacent to the Parcel, provided that such easements shall not include vehicular parking rights, nor shall such easements reduce the existing number of parking spaces or impair, prevent, or restrict the unimpeded flow of traffic within the Parking Facilities or access to any parking space in the Parking Facilities or otherwise materially and adversely interfere with the easement rights granted hereunder. c) Parking Restrictions. Parking spaces designated for specific uses(e.g.,visitor,handicapped, compact,motorcycles,and reserved parking)by the Owner of the Parcel upon which such parking spaces are located, shall be used solely for the purposes so specified (provided such spaces are identified for such specific use by appropriate markings,signs,or otherwise);provided,however, that Parcel 1 shall not contain more than 5 spaces designated for reserved parking and Parcel 2 shall not contain more than (5 spaces designated for reserved parking;and further provided that in no event shall there be less than ?8 non-exclusive, unreserved parking spaces on Parcel 2. 2 d) Owner Defined. Every grantee,successor,or assignee or Declarants or any other fee owner of any portion of Parcel 1, who at any time becomes a fee owner of any portion of Parcel 1 upon which the Parking Facilities are located shall, upon acceptance of a deed or other instrument vesting fee title to all or any portion of the Parcel,be deemed an"Owner"hereunder and,subject to Paragraph 3 hereof,shall be conclusively presumed to have taken its ownership interest subject to and assumed all of the obligations and burdens of an Owner set forth in this Declaration. • 2. Dominant and Servient Tenements The easement in favor of Parcel 2 to use the Parking Facilities located on Parcel 1 is appurtenant to Parcel 2 and,as such, Parcel 2 is the dominant tenement and Parcel 1 is the servient tenement. 3. Declaration to Run with the Parcels; Duration Each and all of the covenants,conditions, limitations,easements,right,and restrictions contained herein shall be construed to touch and concern the land and will run with and bind each Parcel, shall be for the benefit of each of the Parcels,shall be binding upon each Owner of the Parcels and the respective successors, assigns, heirs, and personal representatives of such Owners(but only during the time period said persons or entities hold fee title to such parcels), and all benefits deriving there from shall inure to the benefit of and be enforceable by the Owners of the Parcels benefited hereby and the respective successors,assigns,heirs,and personal representativesof such Owners. Each such covenant, condition, restriction, and easement imposed upon the Parcels, or any portion thereof, shall constitute an equitable servitude in favor of the other Parcel benefited thereby. Each and all of the covenants,conditions, limitations,easements,rights,and restrictions contained herein shall run with and bind the Parcels and shall be and remain in effect for a term of - .�.f,,;k years from the date this Declaration is recorded; provided, that the provisions,of the Declaration shall automatically extend thereafter for consecutive periods ofo c2pptetrs each unless at any time after the commencement of an extension period, the Owners of the Parcels unanimously execute and record a termination agreement terminating the provisions of this Declaration. 4. Alterations Affecting the Parking Facilities Unless consented to in writing by the other Owner and the City, which consents shall not be unreasonably withheld or delayed, neither Owner shall alter or remove all or any portion of the Parking Facilities,construct any additional improvementson such Owner's Parcel,alter or expand the improvements initially constructed on such Owner's Parcel, grant easements over such Owner's Parcel or otherwise alter the use of such Owner's Parcel in any manner which would(a) reduce the number or size of parking spaces currently provided within the Parking Facilities;(b) change the configuration of the Parking Facilities or alter or remove the existingaccess driveways as shown on Exhibit B;(c)increase the number of parking spaces required by the City without the provision of additional parking spaces not located within the ParkingFacilities;(d)alteror impede the traffic circulation patterns established by Declarants on the Parcels;or(4) impair,prevent,or restrict the unimpeded flow of traffic and the availability of and access to parking spaces within the Parking Facilities. Provided an Owner is in compliance with the foregoing sentence and, if applicable,Paragraph 1(b)hereof,nothing contained in this Declaration shall prohibit any Owner from improving its Parcel and/or from granting easements or other rights over its Parcel(including 3 any portion of the Parking Facilities located thereon) for any lawful purpose, including, without limitation,the expansion of the building and the installation,maintenance,and repair of utilities on such Parcel.Any improvements to a Parcel by an Owner shall be undertaken in a manner so as to minimize to the extent practicable, any interference with the easement rights granted hereunder. 5. Compliance with Law Each Owner shall comply with all applicable laws, ordinances, rules, regulations, and requirements of governmental authorities havingj urisdictionover the Parking Facilities and/or the use thereof by such Owner or any Occupant or Invitee of such Owner,and shall comply with the CC&R's and all public and private easements and restrictive covenants affecting the Parking Facilities. 6. Indemnifrcation Each Owner shall indemnify,hold harmless,and defend the other Owner against and from any and all claims, costs, expenses, and liabilities(including reasonable attorneys' and consultants' fees and costs of suit) incurred in any action or proceedings arising from or as a result of the death of any person, or any accident, injury, loss, or damage whatsoever caused to person or property, which shall occur upon that portion of the Parking Facilities owned by each Owner,except to the extent caused by the negligent or willful act or omission of the other Owner or its Occupants, wherever the same may occur. 7. Effect of Breach No breach,whether or not material,or the provisions of this Declaration shall entitle either Owner to cancel,rescind,or otherwise terminate this Declaration,but such limitations shall not affect,in any manner, any other rights or remedies which either Owner may have hereunder, at law or in equity by reason of any breach of the provisions hereof, including,without limitation,the right to collect damages or to compel specific performance.The remedies provided for in this Declaration shall, to the maximum extent permitted by law, be cumulative and in addition to any rights or remedies of the parties at law or in equity. 8. General Provisions a) Any provisions of this Declaration which shall prove to be invalid,void,or illegal,shall in no way affect, impair, or invalidate any other provisions hereof and such other provisions shall remain in full force and effect. b) Time is of the essence. c) This Declaration shall be construed in accordance with and governed by the laws of the State of Washington. d) This Declaration may be executed in any number of counterparts, each of which shall be deemed an original, but all such counterparts together shall constitute one agreement. 4 e) In the event any action is instituted with respect to the subject matter of this Declaration,the party prevailing in such action, whether by final judgment or out-of-court settlement, shall be entitled to recover from the other party thereto actual attorneys' fees and costs of such suit. f) Failure by any Owner to enforce any covenant,condition,easement,or restriction contained herein or in any certain instance or on any particular occasion shall not be deemed to be a waiver of such right on any such future breach of the same or any other covenant,condition,easement,or restriction. g) The provisions of this Declaration shall be liberally construed to affect its purpose;the section headings have been inserted for convenience only and shall not be considered or referred to in resolving questions of interpretation or construction. 9. Dedications The provisions of this Declaration shall not be deemed to constitutea dedication for public use nor create any rights in favor of the general public. 10. Amendments This Declaration may not be modified in any respect whatsoever, or terminated, in whole or in part,except by written instrument executed by the Owners and the First Mortgagee(s)of each of the Parcels(if any)and recorded in the Official Records of the County Recorder of King County, Washington.In addition,in the event the Owners elect to terminatethis Declarationor modify any of Paragraphs 1,3,4, 7, or 10 hereof,such termination and/or modification shall be conditioned upon the prior written approval of the City of Federal Way, which shall not be unreasonably withheld or delayed.The City agrees to exercise reasonable efforts to approve(or disapprove with explanation)any such proposed termination or modification within 30 days following receipt of written notice thereof together with proposed documentation evidencing such termination. In addition to other prerequisites to termination set forth herein, prior to termination of this Agreement, the Owner of Parcel 2 shall: (a) provide suitable off-street accessory parking at a different location authorized by the City of Federal Way pursuant to a Parking Easement and Maintenance Declaration and Agreement to replace the parking and access provided herein;or(b) obtain a variance; or (c) terminate the use of the property requiring the parking and access provided herein. The Owner shall provide at least thirty (30) days written notice to the other owner and the City of Federal Way prior to terminating this Agreement and/or exercising any of the three options provided in this paragraph. IN WITNESS WHEREOF,the Declarant has executed this Declaration as of the date hereinabove set forth. O n rs f rce 1: neris of P I): / ' 5 STATE OF WASHINGTON ) )SS COUNTY OF KING ) On i-J ,2A ,204 before me,the undersigned,a Notary Public in and for said State,personally appeared G re n16/Li.,i ei G ,personally known to me(or proved to me on the basis of satisfactoryevidence)to be the O uji1 F and ,respectively,of the corporation that executed the within instrument and know to me to be the persons who executed with within instrument of behalf of the corporation herein named, and acknowledged to me that such corporation executed the within instrument pursuant to its By-Laws or a Resolution of its Board of Directors. Witness my hand and official seal. 0\\\\``S!'LO'-/////% `� \``�� �MENTp�•. &4 o ``' QQo�oSARV9`c(5'' Notary Public in and for said State of Washington residing at: i J/U� ii1 = "' i Z 0 My commission expires -/[s -Q$ p: PUB\- Goy; 1.•.e/in_16 ,,FOF Wc.s� STATE OF WASHINGTON ) //////01;,;:. )SS COUNTY OF KING ) On Fe b 2-i3 ,20 AZ,before me,the undersigned,a Notary Public in and for said State,personally appeared 6 re q l7')L76.10 ril` ,personally known to me(or proved to me on the basis of satisfactoryevidence)to be the or of 6;/ r- ,respectively,of the corporation that executed the within instrument and know to me td be the persons who executed with within instrument of behalf of the corporation herein named, and acknowledged to me that such corporation executed%ode instrument pursuant to its By-Laws or a Resolution of its Board of Directors. \\����\�;�S LO//////. Witness my hand and official seal. \ (G•o���N`ENT e9.ti Notary Public in and for said State of Washington residing at: �p • '',9j•'gpRll l6 2a��' C? My commission expires '`/- - '',////,WAS AGREED TO AND ACCEPTED BY THE CITY OF FEDERAL WAY THIS DAY OF ,20 . By: Its: SUBSCRIBED TO AND SWORN BEFORE ME THIS DAY OF ,20 . Notary Public in and for said State of Washington residing at: My commission expires K:\Handouts-Revised\033 Parking,Shared,Option l.doc/Last printed 10/24/2001 08:17 AM 6 Exhibits A & B s�R.er 41 N 0°02'l i'•E LL_.— S'4KE ITV. T - . - • k COMMON SPACE TOTAi SO fT 6 7+r - 1 EYT p, COK a. Mc, 1 i al SG F' Bll1LDWl A /EXISTING mwER `o' t � C/ POLE(REl17LA7E -, 1 , NG 4 // ;/ „ 11 1 PFRq ma •m I 1 i � i 1 l / ;;; i/f�/' j :, , 5 11T8csT: °X 16` 3 PAINTED S'•8:PE51 J.LEASE SPACE FOR ,' LEASE SPACE FOR I i 1T F J_ w CHURCH 2.721 SO.r •/A RETAIL 2,867 SO.FT. 1 i. ff; //,2.▪ 2///,,,,,///,'.,/,.';',...",-''.. / 1: -, 11: I -- - I ., 1 .. j i : I- —4—h a.' _____,_ _ I I _ R 7£• ' -. 9 STALLS t I3 .: { 1 �i t a ASS'F''RALT CVEK 21• } c, I COMACT CPAVEL EASE o' -'11" "'� ' r I TV 4 STALLS ss r r � lE • _44.' . jlar..CLIRB TIE.��, % c I I I 1 I ' L `r�274r! ri' 1 I ---4—4., ' - r VOR'7�JEil Ci`Si OE rcP ti 2a T::i. r'T 5062 3Q ..__ E,mT{ ' E� ' 4. ' �•:._• ;. ti` n f3UllCING B t� LP1? ? _ L�.• z d ' 6 aiti,tt PAC i; 1 dU'U�•04'•W 0045 T i- v ti° c Ct. _L y is' S?0 GA AASTE SEP.EE l rho 11 )i' y.,_ TAN{--__.� i'....;; it %hY owes 4y C, 1 I +. l 1,."- - c' —'.1. ExISTINE. OULDING 1 i. ''..,1/1 i o �_k+ r l ' i L 1 \\ NE'K a`+ Pae;te i V: SLAB O:.n 1 f • �. I r'_ °e;4y j Sr.E Clt•',L CAL FRESH (N ar '�L.:� LxRECfO`WL o a 1� „uc,,,, -`l ,'J 3. .. M JY....:, l$ i ZL / rxJF^.EP SKI L,yi • :733 Sc., FT 4, i r, ,.-.. " -' 3.. i--iV.T ,J,1.fi �• I .' >._�5. ?r,l 3'•;7?AfN:TE'l;lP«'r'E_ '. '' _ -4---'gE: �yt.E -SL' l r rr' r.-... '1 ') 1.+ 3 r.,;nr ♦c TAB (�. I r_TBA::K ,?iP < iI i , i j : 1 ,E ,.._ i: Y! ;R1C1 1 , •: ', dR Parcels Identified j MrEe sti-' •s -1) , SGN YfER LS C� L' LS {P•S1Gri �.rj` 1 4 KfDAq\ _J1 Parcel 1 = Lot A _ , . rosTs East r;T.- i :--- - -{_ .•,y.'' 1 ,,{. � ° �. L °= ..vEs Parcel 2 = Lots B + C and BJS S'IZN' -- '�. 1 �YIST • • 'z"` . SCE 1tL8 a = adjoining buildings. •.Re aJr J BcL:-K,.TE ALL SiGiAi TIES B G;uPC; w POS.,•5 Tr THE 2-O AREA BETWEEN CURB' A S50EV.LK - NO'E;=LTJT1G6'.I,O 0 Vr'C'-e?c.TrP. Fu [kkaWgV CITY OF MEMORANDUM Community Development Services Department N33530 1 ST WAY SOUTH l 4. 1n .o7.— DATE: March 2002 TO: Karen Kirkpatrick FROM: Jane Gamble SUBJECT: CROSSPOINTE COMMUNITY CHURCH - (01-104538-00-UP) 1626 S 310TH ST Could you please review this reciprocal parking access easement and let me know if it is ok to record? Thanks. 0N Des fAec . CFI(al02 -3 M- i J $ uc-= A7 LD LL=b Fru e9 0t--) 1CC Ps �rF-LC C� l CEN Coo JD.J_ r 1lAt (iCO\k, hitt- ( -n' 117110_ au;bt 6(2bcc. u1/44 cov/ \ -frig Vern -a tm- ®1A F o� i I4I1).Wr 1‘...V./nn V.I alwil I I:SllC I Of.) VGIC.J/TU1 UU I IIt II . 1 I.Jt.JG rilyd G Ul 1. DURABLE POWER OF ATTORNEY John V. Farrell ("Principal"), a Washington resident, hereby appoints Gregory H. McKenna as Attorney in Fact for the Principal, (1) Powers. The Attorney in Fact, as a fiduciary, shall have all the powers of absolute ownership and control of all assets and liabilities of the Principal, whether located within or without the State of Washington, the same as are possessed by the Principal. including, hut not limited to, the power to convey, transfer, encumber or otherwise deal in any way in connection with real or personal property owned by the Principal. (2) Effectiveness and Duration. This Power of Attorney shall become effective immediately and shall not be affected by the disability of the Principal (3) Reliance. All persons dealing with the Attorney in Fact shall be entitled to rely upon this Power of Attorney so long as such person with whom the Attorney in Fact is dealing at the time of any act taken pursuant hereto has not received actual knowledge of any revocation., suspension or termination of the Power of Attorney by death or otherwise. Any action so taken, unless otherwise invalid or unenforceable, shall he binding on the heirs, devisees, legatees, successors and personal representatives of the Principal. (4) Indemnity. The Principal and the estate of the Principal shall hold harmless and indemnify the :Attorney in Fact from all liability and expenses, including legal tees, for acts done in good faith for the Principal. (5) Applicable Law. Washington law shall govern this Power of Attorney and all actions taken pursuant hereto. Dated 3 / - o Johr . Farrell.. Principal STATE: OF W ASHINGTON )• /. )4-ss. COUNTY OF KING I certify that I know or have satisfactory evidence that John V. Farrell is t.h.: person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act fc)r the uses and purposes mentioned in this instrument. Dated TA-4A,C/14- {J� - Printed name: 0/\,111' 4 raxr,a.____ •. . NOTARY PUBLIC, State of W hi auto \iV appointment expires � O • 0 1 104550 -crD Of P.O. Box 24235 RESUBMITTED Federal Way,WA 98093-1235 (1 253 952 3544(office&fax) Crosspointe FEB 1 5 2QQ? ass �,�. � c°4rl-t Community ch u r c h • January 28, 2002 Dear Mrs. Jane Gamble, As per your Request for Additional Information in your letter dated December 14, 2001, you will find enclosed with this letter the following information: *Revised landscape plans per redline comments (8 copies). *Valuation of our Tenant Improvements (including enclosed storage area, parking lot restriping and landscaping). 'Color swatch for additional exterior door and trim (pale taupe & flat pine branch respectively) *Revised accessible parking plans per redline comments (8 copies). I have made contact with the landlord on a couple separate occasions regarding the Parking Declaration and I am under the impression he will forward it directly to your office. Sincerely, 4r--- Shawn 0 Penn pastor encl: landscape plans T&l bids Color swatch Parking plans LAKEHAVEN UTILITY DISTRICT 31627 1st Avenue South • P. O.Box 4249 • Federal Way,WA 98063 COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE • AGENDA OF: December 13, 2001 ATTN: Ms. Jane Gamble Associate Planner SUBJECT: Agenda Item No. 3 - Crosspointe Community Church 01-104538-00 (UP2) COMMENTS: Water: If additional hydrants or other fire protection system are indicated, a developer extension agreement will be required. Owner may wish to consider installing an additional water meter to separate this use from the proposed retail use, as sewer is billed at the highest use classification for mixed uses. Sewer: A side sewer permit will be required for any modification of the existing side sewer. Owner will be required to complete a Sewer Use Survey(SUS); with pretreatment requirements, if any,to be determined upon review of said SUS. General: The District will need to evaluate this change of use to determine whether assessment of additional Capital Facilities Charges is appropriate. Credit will be allowed for prior connection charges paid. By: Date: /Z// d Mary . Yo/Ail g Development Services upervisor Direct Line: (253) 946-5400 FAX: (253) 529-4081 E-mail: myoung@lakehaven.org MAS R LAND USE APPLICATION Cfl'Y011 = RECEIVED BY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES COMMUNITY DEVELOPMENT DEPARTMENT 33530 First Way South ,, ► ia1:11EMPILe PO Box 9718 V 2 7 2001 Federal Way WA 98063-9718 NOVA� 253-661-4000;Fax 253-661-4129 www.c i.fed era l-way.w a.u s APPLICATION NO(S) 01•/0J./03 'Pei /01-10 1530 - ( 4J3 Date f ,- Z 7 -0 Project Name &in r.f-r t` - )vLe,11 ��II Property Address/Location 1 1.-4ZLD ., Lail Parcel Number(s) �. 3 5 ?c — <aZ/5 Project Description _ '_�.�' ,. ci t.., Cr)� T7d cf .I,/ try„f cise hA ( � ) - -,:. 4,1�;,--, o.. i PLEASE PRINT Type of Permit Required Applicant Annexation Binding Site Plan Name: CROSSPOINTE COMMUNITY CHURCH Boundary Line Adjustment Address: PO BOX 24235 Comp Plan/Rezone City/State: FEDERAL WAY WA Land Surface Modification Lot Line Elimination Zip: 98093 Phone: 253-952-3544 Preapplication Conference Process I(Director's Approval) Fax: X Process II(Site Plan Review) Email: Process III(Project Approval) Signature: Process IV(Hearing Examiner's Decision) Process V(Quasi-Judicial Rezone) Agent(if Different than Applicant) Process VI SEPA w/Project Name: J. PATRICK MITCHELL & ASSOC. SEPA Only Address: 12620 120th AVE NE #208 Shoreline: Variance/Conditional Use City/State: KIRKLAND WA Short Subdivision Zip: 98034 Subdivision Phone: 425-821-6090 Variance: Commercial/Residential Fax: 425-821-0467 Email: patrick e @aol. Required Information Signature: BC Zoning Designation Owner Comprehensive Plan Designation Name: G0.03.4- 61942.1 1,500,000 Value of Existing Improvements Address: ?o S ai- 6(0824 53,000 Value of Proposed Improvements City/State: 1,t VG •-•�.0/ 1.-/A� P P Zip: Tat VG 02:26 Uniform Building Code(UBC): Phone: 20 - 4 9co Fax: Z O6- 2 4 'CE;S# A3 Occupancy Type Email: 9 Owe1T.A�'T VN-NONSPRINKLERED Construction Type Signature: /114"--1- . Bulletin#003—October 30,2000 Page 1 of I k:\Handouts—Revised\Master Land Use Application CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: November 27, 2001 TO: Jim Femling, Development Services Manager Joan Hermle, Assistant Building Official Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department Mark Harreus, Public Safety Officer FROM: Jane Gamble FOR DRC MTG. ON: DATE - Completeness: December 13, 2001 FILE NUMSER(s) : 01-104538-00-UP RELATED FILE NOS. : None PROJECT NAME: CROSSPOINTE COMMUNITY CHURCH PROJECT ADDRESS: 1626 S 310TH ST ZONING DISTRICT: BC PROJECT DESCRIPTION: UP2 - Remodel and change of occupancy/change of use for church to occupy one half of an existing retail building LAND USE PERMITS: UPII PROJECT CONTACT: J PATRICK MITCHELL & ASSOCIATES 12620 120TH AVE NE Suite 208 425-821-6090 (Work) MATERIALS SUBMITTED: Preliminary conceptual drawing, TMP Please review for completeness . CROSSPOINTE COMMUNITY CHURCH 1626 S 310TH STREET - PHOTOS a I r ., . , _ i`. .. . _._ : • 1 ' 11 - 1 - ___. I .. ......... . .. \ . ...„.• , ,,.., ___ .,•, -4,..... ...• , ---vit - - - / . . _ ,-. .47,4--111111 � i1 PHOTO #1 SOUTH HALF WEST ELEVATION -----------------441"----- -,...—' _ _. ... .---. I t PHOTO #2 NORTH HALF WEST ELEVA ��•`,`�� See Site Plan A-1 .1 for Photo Locations 40V 2 7 LL Page 1 o f 3 CROSSPOINTE COMMUNITY CHURCH 1626 S 310TH STREET - PHOTOS 3 s yew S-a. aY wzi `+ r i - -f 11 Y . ,,,...,-.. ,....1....„,.. , G- _ • . . ..,z,,,„...w.:z......., t . Is , ii ''':11-.`" •'',W. ,---*` • , .....-'..„.., . W iri f 1_ L',."'-lk:';,,,'---='"*.%..",, • C''''!/t .4 '' �..�. x"t s i'" +._ `-+...�. P PHOTO #3 SOUTH ELEVATION t " ` � _ � v a ' ` - PHOTO #4 EAST ELEVATION See Site Plan A-1.1 for Photo Locations Page 2 o f 3 • CROSSPOINTE COMMUNITY CHURCH 1626 S 310TH STREET - PHOTOS x W t y I R - 7 C �. SF Tt4MY§" 1 1 i r f '.7,--fprit. a�- ifiliet 7. .. 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SW 320TH ST I VILLAGE S ( 320TH :P I S •1ST S7 31 a > .S ay " D Pt. 1> tS r r .S SEA TAC MALL < 321 3 .. c ar. s l4a 1. , I - l- ----; MO - -- ---- 4 324 TH '0( DEPT OF • N.iS—1 - F rPARK an ,s 32STH ST P S r s ■ I R/OE- • b" I. .or'.oA N S a* A DNS -_� A ^ Pl 1' sq F r STaaVigl" l*Fir ,4 J. % ' ../ f / NORTH CITY OF G • �vdalr) CITY HALL 33530 1st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 AFFIDAVIT OF DISTRIBUTION I, L .. /crek -�,�: hereby declare, under penalty of perjury of the laws of the State of Washington, that f ❑ Notice of Land Use Application/Action A Land Use Decision Letter ❑ Notice of Determination of Significance ❑ FWCC Interpretation (DS) ❑ Notice of Public Hearing before the ❑ Notice of Determination of Hearing Examiner Nonsignificance and Scoping Notice ❑ Notice of Planning Commission Public ❑ Notice of Environmental Determination Hearing of Nonsignificance (SEPA, DNS) ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, 0 Notice of Application for Shoreline MDNS) Management Permit ❑ Notice of Land Use Application & ❑ Shoreline Management Permit Anticipated DNS/MDNS ❑ Other wa ailed axed/e-mailed/posted to/at each of the following addresses on A /9 , 2002. Project Name ,-c�..� (:::,,-,...,,t�,,, File Number(s) (( j0 '(6-36'�rG Signature Date c7 c K:\CD Administration Files\Affidavit of Distribution.doc/Last printed 01/03/2002 07:53 AM r CITY OF G PINY• CITY HALL 33530 1st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 Mr. Shawn Q.Penn April 19,2002 Crosspointe Community Church PO Box 24235 FILE Federal Way, WA 98093-1235 Re: File No: 01-104538-000-00-UP; PROCESS II APPROVAL Crosspointe Community Church; 1626 South 310th Street Dear Mr. Penn: The City has completed the administrative review of the above referenced proposal to convert 3,000 square feet of an existing 6,000 square foot commercial space located at the above referenced address to a church use. The Process II application is hereby approved based on the enclosed Findings and Conclusions for Application 01-104538-000-00-UP. The effective date of the decision is April 24,2002. The decision may be appealed in the form of a letter delivered to the Department of Community Development Services(33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718)by May 8,2002,by any person who submitted comments or receives a copy of this decision. An appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal, and must include the applicable appeal fee. This decision does not constitute building permit approval and does not waive compliance with future City of Federal Way codes,policies, and standards relating to this development. A building permit and electrical permit are required for this project. Please call Jane Gamble,Associate Planner, at 253-661- 4120 for a final site and landscape inspection, or if you have any other questions. Thank you for participating in the Federal Way Land Use Permitting Process. Sincerely, AtAl, Kathy McClung, Director Department of Community Development Services enc: Findings&Conclusions for Application No.01-104538-000-00-UP Approved Site Plan - c: Jane Gamble,Associate Planner Joan Hermle,Assistant Building Official File Doc.I.D.18370 CITY OF G • CITY HALL 33530 1st Way South (253) 661-4000 PO Box 9718 Federal Way, WA 98063-9718 FINDINGS AND CONCLUSIONS For Application No. 01-104538-000-00-UP Crosspointe Community Church 1626 South 310th Street, Federal Way 1. The applicant has proposed to convert 3,000 square feet of an existing 6,000 square foot commercial space located at the above referenced address into a church use. 2. Zoning for the subject site is Community Business(BC). This zoning district permits church uses under Federal Way City Code(FWCC) Section 22-755.The proposal is subject to Process II, Site Plan Approval, as it is a change of use and does not meet land use process exemptions under FWCC Section 22-32. The 2000 Federal Way Comprehensive Plan(FWCP)designation for the subject site is Community Business. 3. The proposed use is exempt from SEPA review pursuant Washington Administrative Code(WAC) 197-11-800,"Categorical Exemptions." 4. The proposed use has been reviewed for consistency with all applicable zoning regulations including FWCC Section 22-755, "Churches"; FWCC Chapter 22,Article VI,"Site Plan Approval"; FWCC Chapter 22,Article IV,"Nonconformance"; FWCC Chapter 22,Article XVII, "Landscaping"; and FWCC Chapter 22,Article XIX, "Community Design Guidelines." 5. Nonconformance: The building proposed to be used as a church has previously functioned as a retail use.As such,the proposal is considered a change of use. Pursuant to FWCC Section 22-334(1), in the event that this subsection is triggered with respect to a change of use,the applicant shall meet development regulations reasonably related to the change of use and related to the geographic portion of the change of use. In this case, required parking, landscaping,and design guidelines standards for that portion of the site require compliance. 6. Parking Stalls: Pursuant to FWCC Section 22-755, a Transportation Management Plan(TMP)was submitted as part of the application. The TMP addressed the following: traffic control,parking demand and management, and traffic movement. Based on the Transportation Management Plan for Crosspointe Community Church prepared by the Transpo Group on September 20, 2001,the proposed use has an estimated 20-parking stall demand. The subject site has 13 existing parking stalls. The applicant has entered into a Declaration of Reciprocal Access and Parking Easement with parcel number 785360-0212, directly to the south of the proposed church use. This additional parking area will provide a total of 37 parking stalls. Pedestrian access will between the parking provided on parcel number 785360-0212 and the church use will be via public-sidewalks along South 310`h Street. In total,the applicant will provide 50 parking stalls on the subject property and adjoining lot. Two accessible parking stalls are being provided adjacent to the proposed church use. 7. Landscaping: Pursuant to the requirements of FWCC Section 22-1566(0,the proposal includes augmentation of existing perimeter landscaping on the lot providing additional off-site parking. Additionally,the applicant has provided a landscape island at the far north end of the parking row adjacent to the church use, displacing one parking stall. 8. Design Guidelines: Pursuant to FWCC Section 22-1632,all commercial applications for remodeling and expansion shall meet only those provisions of"Community Design Guidelines"that are determined by the Director of Community Development Services to be reasonably related and applicable to the remodeling or expansion. In the case of the church use,the applicant shall install an awning that will highlight the proposed entrance. The doorway and awing trim will be painted to coordinate with the existing building. The applicant has also provided screened garbage facilities pursuant to FWCC Section 22-1634(0. The screening is comprised of 5'6"tall cedar fencing. The approved site plan and preliminary elevations are consistent with the applicable design guidelines. 9. The Public Works Department has determined that this project does not trigger any street improvements as the cost of improvements proposed on the subject site do not exceed 25 percent of the assessed value of all existing structures on site. 10. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal,and the proposed existing access is at the optimal location and configuration. 11. Pursuant to FWCC Section 22-394(b)and the foregoing findings,the proposal is found to be consistent with the FWCP; all applicable provisions of the FWCC;and with the public health,safety, and welfare, provided that the stated condition of approval is met. Final construction drawings will be reviewed for compliance with specific regulations,conditions of approval, and other applicable City requirements. These findings shall not waive compliance with future • • City of Federal Way codes, policies, and standards relating to this development. Prepared by: Jane Gamble,Associate Planner Date: March 12,2002 Crosspointe Community Church File#01-104538-000-00-UP/n«.I.U.18371 Findings&Conclusions Page 2 4 - _ a w1% PACIFIC HWY Scale: 0 10 20 40 80 mmilEmorilerlm 111 A r S FLANI Lf.4tND: SYMBOL COMMON/BOTANICAL NAME QNTY. MIN.SIZE CONDITION REMARKS TREES: EXISTING - 0. EXISTING - O JAPANESE SNOWBELL/STYRAX 1 JAPONICUS OWINTER FLOWERING CHERRY/ 3 G PRUNUS SUBHIRTELLA AUTUMNALIS 414 DEODAR CEDAR/CEDRUS DOEDARA 3 SHRUBS: i 1 3/4"C. B&B 1 3/4"C. B&B 6-8' B&B EXISTING -o _ MUGO PINE/PINUS MUGO MUGHUS 4 24" O CHINESE WITCH HAZEL/ 15 24" HAMAMELIS MOLLIS O G HEAVENLY BAMBOO/NANDINA 11 24" DOMESTICA O RHODODENDRON 'HON. JEAN 12 24-26" MARIE MONTAGUE'/RHODODENDRON HYBRID O BARBERRY 'RUBY GLOW'/ 22 24" BERBERIS THUNBERGII HYBRID GROUND COVERS: AJUGA/AJUGA REPTANS & - 4" POT KINNIKINNICK/ARCTOSTAPHYLOS UVA-URSI JAPANESE SPURGE/PACHYSANDRA - 4" POT TEP.MINALIS CAN EVERGREEN DECIDUOUS SPECIAL PRUNE UP TO 6' CAN YELLOW CAN - CAN SPECIAL CAN - I � i • 9.irsi .. si• � �. Cif— � n . � , • - �• IlgLim I •>. ..w �Ili� 'IML 57AKIN4 Uoj' + I L6 PLANT AT 2'0"O.C. 1/2 AJUGA 1/2 KINN. PLANT AT 2'0"O.C. !°I�AN'if NGi �p7E�s .. ...._.... .._ ..__... ..._..__......_ . _...... ......... _. ----- -._... _...._.._.... 1. ALL TECHNIQUES AND METHODS USED DURING CONSTRUCTION OF THE LANDSCAPE PORTION OF THIS PROJECT SHALL BE OF FIRST QUALITY AS COMPARED TO THE STANDARDS OF THE INDUSTRY AND ALL ASPECTS OF THIS WORK WILL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. 2. ALL NEW SHRUB AND GROUND COVER AREAS SHALL HAVE A MINIMUM OF 6" OF NEW TOP SOIL INCORPORATED INTO THE EXISTING SOIL. THESE PLANTING AREAS SHALL HAVE AS THEIR FINAL SURFACING A 2" LAYER OF "GROCO", "STEERCO", "CEDAR GROVE COMPOST" OR OTHER SIMILAR APPROVED RECYCLED LANDSCAPE MULCH TYPE PRODUCT (NOT BARK OR STRAIGHT SAWDUST MULCH!). 3. ALL EXISTING PLANTING AREAS SHALL BE "DRESSED OUT" WITH A 2" LAYER OF "GROCO"'; "STEERCO", "CEDAR GROVE COMPOST" OR OTHER SIMILAR APPROVED RECYCLED LANDSCAPE MULCH TYPE PRODUCT (NOT BARK OR STRAIGHT SAWDUST MULCH!). 4. THE NEW TOP SOIL USED ON THIS PROJECT SHALL BE A GOOD CLEAN, FRIABLE SANDY LOAM TYPE SOIL FREE OF WEEDS, WEED SEEDS AND OTHER DELETERIOUS MATERIAL. THIS TOP SOIL SHALL BE THOROUGHLY ROTOTILLED INTO THE TOP 8" OF SOIL (INCLUDING THE NEW SOIL) TO ELIMINATE POSSIBLE "LAYERING". DURING THIS OPERATION, THE CONTRACTOR SHALL REMOVE ALL STICKS, ROCKS AND OTHER DELETERIOUS DEBRIS LARGER THAN 1/2" IN ANY DIMENSION AND SHALL DISPOSE OF THIS MATERIAL OFF SITE. 5. THE "SPECIAL PLANTING MIX" (AS CALLED FOR IN THE TREE STAKING DETAILS) SHALL BE A THREE -WAY -MIX COMPOSED OF EQUAL PARTS: NEW TqP SOIL; LAND- SCAPE..MULCH, AND; COMPOSTED COW MANURE OR APPROPRIATE SUBSTITUTE. 6. WHEN PLANTING THE TREES AND SHRUBS, A TABLET SLOW RELEASE TYPE FERTIL- IZER SHALL BE PLACED IN THE PLANTING HOLES AT THE RATE AS RECOMMENDED BY THE MANUFACTURER. THIS FERTILIZER SHALL BE AS MANUFACTURED BY "AGRO" OR OTHER SIMILAR APPROVED PRODUCT BRAND. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 'KEEPING HIS CONSTRUC- TION DEBRIS TO A MINIMUM WHILE WORKING AND SHALL CLEAN UP THE ENTIRE SITE PRIOR TO THE FINAL INSPECTION. THIS WORK SHALL TAKE THE FORM OF PICKING UP ALL DEBRIS AND SWEEPING AND PRESSURE WASHING ALL HARD SURFACED AREAS, ETC., AS NECESSARY TO AFFECT A FIRST CLASS APPEARANCE. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPE PORTION OF THIS PROJECT DURING CONSTRUCTION AND FOR A MINIMUM OF 30 DAYS AFTER FINAL ACCEPTANCE. THIS WORK PLANTING TAKE P THE FORM OF WEEDING AND REMOVAL OF ALL DEBRIS FROM ALL LANTING AREAS, AND ANY PRUNING NECESSARY TO MAINTAIN THE LANDSCAPING IN FIRST CLASS ORDER. THE.CONTRACTOR SHALL ALSO RE -DO ANY TREE STAKING THAT IS NECESSARY DURING THIS TIME PERIOD. 9. ALL PLANT MATERIALS SHALL BE IN GOOD GROWING CONDITION AT THE TIME OF PLANTING AND SHALL BE GUARANTEED FOR ONE FULL YEAR OR UNTIL THE NEXT SPRING SEASON (WHICHEVER TIME PERIOD IS LONGER) AFTER THE FINAL ACCEPTANCE. ANY REPLACEMENT PLANT MATERIAL REQUIRED SHALL BE EXACTLY THE SAME AS ORIGINALLY•SPECIFIED AS TO TYPE AND SIZE. S(°1r.'6IAL NOTAts 1. THIS PROPERTY ALREADY HAS LANDSCAPING IN PLACE, BUT IT $AS NOT BEEN MAINTAINED VERY WELL AND BECAUSE OF THIS, THERE ARE LAR(~E QUANTITIES OF WEEDS GROWING IN THE PLANTING AREAS (PARTICULARLY IN. THE PARKING LOT AREA TO THE SOUTH OF SOUTH 31OTH) THAT NEED TO BE REMOVED PRIOR TO ANY NEW PLANTING OPERATIONS. 2. THERE. IS ALSO QUITE A BIT OF GENERAL DEBRIS (ROCKS, STICKS, BROKEN BOTTLES, ETC.) THAT NEED TO BE REMOVED FROM THE PLANTING AREAS PRIOR TO ANY NEW PLANTING OPERATIONS. 2. THERE IS AN EXISTING LANDSCAPE IRRIGATION SYSTEM AT .THIS SITE, BUT IT IS NOT KNOWN HOW MUCH OF IT FUNCTIONS PROPERLY AT THIS TIME. AN EFFORT MUST BE MADE TO INVESTIGATE THIS EXISTING -IRRIGATION SYSTEM TO MAKE SURE THAT IT ALL FUNCTIONS WELL ENOUGH TO PROVIDE EVEN COVERAGE IN ALL THE PLANTING AREAS. CARE ALSO NEEDS TO BE TAKEN WHILE ACCOM- PLISHING THE NEW PLANTING WORK TO PROTECT THE EXISTING IRRIGATION SYSTEM AND THIS SYSTEM NEEDS TO BE EXTENDED INTO THE NEW PLANTING AREA AT THE NORTHERN END OF THE BUILDING IF POSSIBLE. IN HARDWOOD GROVES ITHE SAME LEAVES OVER AND OVER AGAIN! THEY FALL FROM GIVING SHADE ABOVE TO MAKE ONE TEXTURE OF FADED BROWN AND FIT THE EARTH LIKE A LEATHER GLOVE. BEFORE THE LEAVES CAN MOUNT AGAIN TO FILL THE TREES WITH ANOTHER SHADE, THEY MUST GO DOWN PAST THINGS COMING UP. #THEY MUST GO DOWN INTO THE DARK DECAYED. THEY MUST BE PIERCED BY FLOWERS AND PUT :BENEATH THE FEET OF DANCING FLOWERS. 'HOWEVER IT IS IN SOME OTHER WORLD I KNOW THAT THIS IS THE WAY IN OURS. ROBERT FROST Ili JOB No, 0108 x= J t � n w N • • w J - z ISSUE w U x z J r1 r � q a z 3 0 W m a 3 U T L 3 s d � H A 0 0 v O J_- M d U1 y O L .o c� U SHEET hD L al,l SUBWIITT D 0 N 100,01, Ls 1. 60'0" 10010, RIGHTOFWAY a w . . , ... . SITE PLAN ASPHALT SIDEWALKS/ Scale: 0 10 20 40 80 PAVING 0 CONCRETE 5 ►vlla1k,tell :1a@llllaa►1I:11011I:! i.i Assembly Occupancy Places: 30 SF/person ?,507 SF / 30 = 84 people 1.3: 42 Men 42 Women 29-A Minimum Plumbing Fixtures Iterclosets Min. 1 per 150 Provided 1 W( Waterclosets Min. 1 per 75 Provided 1 W( /atories Min. 1 per 2 WC Provided 1 La Lavatories Min. 1 per 2 WC Provided 1 La, 2 x 4 CEDAR RAIL 1 x 4 CEDAR 1 x 6 CEDAR 4 x 4 PRESSURE TREATED POST ABBREVIATIONS AB ...................................... ANCHOR BOLT FURR ................................. FURRING QTY..................................... QUANTITY ADDI.................................. ADDITIONAL GA ...................................... GAGE R...................................... RISER ADH................................... ADHESIVE GALV .................................. GALVANIZED REF ................................ REFERENCE ADJ.................................... ADJUSTABLE GL ....................................... GLASS REFR ........................... REFRIGERATOR AFF ........................ABOVE FINISH FLOOR GL13............ GLUE LAMINATED BEAM REINF REINFORCING BD ..................................... BOARD GWB .............. GYPSUM WALL BOARD .......................... READ REQUIRED BETW................................ BETWEEN HB .............................. HOSE BIB .............................. RFG ROOFING BLDG................................. BUILDING HC ............................. HOLLOW CORE .................................. BLKG.................................. BLOCKING HDR ............................... HEADER RM.................................... ROOM BOTT.................................. BOTTOM HT ................................. HEIGHT RO .................... ROUGH OPENING BRG.................................... BEARING HM................................. HOLLOW METAL SCHED........................... SCHEDULE BMT.................................... BASEMENT HORIZ.............................. HORIZONTAL SECT .............................. SECTION CABT.................................. CABINET INSUL.............................. INSULATION SGL ................................ SINGLE CKT.................................... CIRCUIT INTR.............................. INTERIOR SHR............................. SHOWER CL....................................... CENTERLINE JAN .................................. JANITOR SHT ................................... SHEET CLG.................................... CEILING JST ................................... JOIST Sim .................................... SIMILAR CLAM .................................. CLASSROOM KD................................... KILN DRIED SPEC ................................ SPECIFICATION COL ..................................... COLUMN LAV ................................ LAVATORY SQ FT............................... SQUARE FOOT CONC.................................. CONCRETE LIN.................................. LINEAR STC ...... SOUND TRANSMISSION RATING CONF.................................. CONFERENCE LL.................................. LIVE LOAD STD .................................. STANDARD CONST..............................CONSTRUCTION LTG .................................. LIGHTING STL.................................... STEEL CONT.................................. CONTINUOUS M................................... MEN STOR ............................... STORAGE COORD .............................. COORDINATE MAX ................................. MAXIMUM STR ................................... STRAIGHT CORR................................. CORRIDOR MECH......................... . MECHANICAL STRUCT............................ STRUCTURAL DET........................ ........ DETAIL MFG ........................... MANUFACTURING ... T..................................... TREAD DF.......................... DRINKING FOUNTAIN MIN ................................... MINUMUM T&B ............................... TOP & BOTTOM DIM ...................................... DIMENSION MISC .......................... MISCELLANEOUS T&G ....................... TONGUE & GROOVE DIST.................................... DISTANCE MK ................................ MARK TEL .................................. TELEPHONE DL........................................ DEAD LOAD MTD .......................... MOUNTED TEMP.............................. TEMPORARY DS........................................ DOWN SPOUT NA.............................. NOT APPLICABLE THK.................................. THICKNESS DN....................................... DOWN NIC ......................... NOT IN CONTRACT THRU .............................. THROUGH DW....................................... DISHWASHER NO .................................. NUMBER TX ..................................... TRANSFORMER DWG .................................... DRAWING NTS .................................... NOT TO SCALE TYP.................................. TYPICAL DWR................................... DRAWER CA ....................................... OVERALL UNO........ UNLESS NOTED OTHERWISE ELEV.................................. ELEVATION OC ....................................... ON CENTER VERT................................ VERTICAL ELEC................................... ELECTRICAL OFF ................................... OFFICE VEST ................................. VESTIBULE EQUIP ................................. EQUIPMENT OH .................................... OPPOSITE HAND VIN................................... VINYL EW....................................... EACH WAY OPNG ...................... ......... OPENING W........................................ WOMEN EXP..................................... EXPANSION PL..................................... PLATE W/..................................... WITH EXT..................................... EXTERIOR PLAM ........................... PLASTIC LAMINATE W/o ................................... WITHOUT FD........................................ FLOOR DRAIN PLF................ POUNDS PER LINEAR FOOT WC .................................... WATER CLOSET F.DN..................................... FOUNDATION PLYWD............................ PLYWOOD WD.................................... WOOD FIN FL ............................... FINISH FLOOR PNL ................................... PANEL WDW................... .............. WINDOW FLUOR ............................... FLUORESCENT PSF ......... POUNDS PER SQUARE FOOT WR ......••••••........••• WATER RESISTANT FTG.................................... FOOTING PSI ........... POUNDS PER SQUARE INCH WSCT................................ WAINSCOT FLOOR PLAN SYMBOLS Room Name NO. Room Identifier 12 Door Identifier (Floor Plan only) No NO Keyed Notes (D El_ NO• Building Section Indicator EI. NO w Detail Indicator NORTH Window Type Identifier Interior Elevation View Indicator Existing Elevation Finish Elevation North Arrow REFLECTED CLG, PLAN SYMBOLS } LIGHT FIXTURE - CLG. MOUNTED K- LIGHT FIXTURE - WALL MOUNTED ® RECESSED LIGHT FIXTURE FLUORESCENT - RECESSED LAY -IN ® FLUORESCENT - SURFACE MOUNTED ® FLUORESCENT - WALL MOUNTED ® LIGHT/EXHAUST FAN EXIT EXIT SIGN C= EMERGENCY FLOODS +� DUPLEX OUTLET DUPLEX OUTLET - UP 4811 Q_= DUPLEX OUTLET - GFI $ SINGLE POLE SWITCH $3 3-WAY SWITCH $S SWITCH WITH SENSOR $D SWITCH WITH DIMMER N TELEPHONE JACK BUILDING & SITE DATA PROJECT NAME: CROSSPOINTE COMMUNITY CHURCH FARRELL GROUP P.O. BOX 66826 SEATTLE WA 98166-0826 SITE 1626 S 310TH STREET ADDRESS: FEDERAL WAY WA 98003 APPLICANT CROSSPOINTE COMMUNITY CHURCH AGENT: P.O. BOX 24235 FEDERAL WAY WA 98093-1235 SHAWN PENN 253-952-3544 ARCHITECT: J. PATRICK MITCHELL & ASSOCIATES 12620 120TH AVE NE SUITE 208 KIRKLAND WA 98034 PATRICK PAUL 425-821-6090 425-821-0467 FAX PROJECT ADDING AN OCCUPANCY PERMIT FOR DESCRIPTION: ASSEMBLY USE TO ONE HALF OF THE BUILDING ONLY PARCEL 785360-0215 NUMBER: SITE SITE AREA: 44,950 SF ACREAGE: 1.03 ZONING: BC COMMERCIAL BUSINESS BUILDING PROJECT: TENANT IMPROVEMENT & CHANGE OF USE BUILDING "A" OCCUPANCY A-3, B, S-2 CLASSIFICATION: TYPE OF V-N, UNSPRINKLERED CONSTRUCTION BUILDING AREA: 6,002 SF BUILDING "A" AREA OF TENANT IMP.: 2,507 SF NUMBER OF 1 STORIES FIRE PROTECTION: NONE, FIRE ALARM REQUIRED. SEISMIC: ZONE 3 WIND: BASIC WIND SPEED 80 MPH EXPOSURE B; 25# SNOW LOAC $53,000 ,, VALUATION OF �0y � TENANT IMP.: 77 % IMPROVEMENTS 12.470yo 4�p d t7 PARKING 911 NUMBER OF REGULAR STALE a 43 NUMBER OF COMPACT STALLSO'A$ 0'1' 5 NUMBER OF HANDICAP STALLS PQ�° 2 TOTAL VICINITY MAP �BsaGo o��s yy�l� p5 IC 5 * T/j, 300TN TI J�5 M35 WOM il- SY r'" ♦mom F tli {i a]0 SST <u Es S 102W ST SS01 R > TNSJ .. S DWAD Ti - ~ F - STOIN <fi �•�, N > � i i • ix,fi iNfT- � � TDST51 TN P� > z fEOER/1 •v - ri>v - S soar" _ 3p6TN sT Tx Sr « > s 9yTNK �21SrEA : S r<. A�"t< E310TN- 1 . n ° S < 3, T. IE «ES= 313TH ST 1 f i ti RS 316TH� •'�T f iUTH fT ,; . E f ]IliSli � � S� E C7 I 2 t SS, n uf_ f = I SEA TAC S SW770TR Si lO 19suCE Y isr sr t, 224 2N� EE�M LEGAL DESCRIPTION JOB No. 0108 U) J J H = Z O N Q W W z Q U) J 0_ W } M T O r O W � of T O z ISSUE 0- W Y W Z U a. d d in Q z Q 0 vCO � CO U 3 t.•.1 ~� u z Fey W w > O D- 1j z z F—+ W O � o N Z VZ z 3 0 IO s bpiH T R Smi O wU , oU) 5T , T N o� CID V s L0 STN I ST f t w v o 0 co Q Z Z E Q Y �U Wz � 3207H �