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08-104541 (2)
cIry of -- federal January 27, 2011 FiLE CITY HALL aWy 33325 8th Avenue South Mailing Address: PD Box 9718 Federal Way WA 98063-9718 (253) 835-7000 www.cityoffederalway.com Ed Linardic LDG Architects 1319 Dexter Avenue North, Suite 245 Seattle, WA 98109 RE: File #08-104541-00-Up; PROJECT APPROVAL Pac Plaza Redevelopment, 27525 Pacific Highway South, Federal Way Dear Mr. Linardic: The City of Federal Way has completed the administrative review and hereby issues conditional Process III approval of the proposal to demolish an existing fast food restaurant and construct a new 6,000 square - foot commercial building that includes a fast food restaurant drive -through, locat Highway South in Federal Way. ed at 27525 Pacific The site plan application submitted on September 25, 2008, and revisions submitted on 2 January1, August 7, September 25, and November 25, 2009, along with January 15 and June 1, 2010, are hereby conditionally approved per the enclosed FindingsforprojectApproval. The remainder of this letter outlines future review processes required, and outlines procedures relating to appeals and approval Periods for this decision. Additional requirements will be provided permits upon their submittal. when the City reviews building CONDITIONS OF APPROVAL The City hereby conditionally approves the site plan' and building elevationsx per the enclosed Exhibit A, Findings and Conclusions far F11e No. 08-104541-00-Up, and pursuant to Federal Tiray Revised Cade (FWRC) Chapter 19.65 "Process III - Project ,4pproval. " Condition of Approval I. Prior to issuance of the building permit, the applicant shall depict information about bike rack, seating, lighting, special pavements, and wall mounted and free standing lighting on construction plans for review. PROCEDURAL N'ORMATION Unless modified or appealed, this project approval is valid for a period of five (5) years from the effective date of the decision. An extension maybe granted pursuant to FWRC 19.15.110 through a written request submitted to the Department of Community and Economic Development (33325 e Avenue South, Federal Way, WA 98003), at least 30 days prior to the expiration of the decision. Sheet A-1.0 LDG Architects, resubmitW date January 15, 2010 Sheet A-2.0 LDG Architects, resubmittal date January 15, 2010 1, , Mr. Linardic January 27, 2011 Page 2 This decision may be appealed by any person who received a copy of this decision. The appeal must be in the form of a letter delivered to the Department of Community and Economic Development (address above), and be accompanied by the established fee, within 14 calendar days after the effective date of the decision. The effective date of decision is January 30, 2411. The 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 and Economic Development disputed by the person filing the appeal. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Also, be advised that various performance and maintenance bonds may be required for the project. Any bonds or other agreements as required must be completed prior to issuance of any related construction permits. A cash deposit is also required to cover the city's potential expenses, if necessary, for obtaining and using the proceeds of any bond. The cash deposit shall be posted for up to ng permit issuance. The cash deposit will be refunded five percent {$1 r70 minimum} prior to buildi following satisfactory completion of all bond requirements. If you have any questions regarding this decision, please call Senior Planner Deb Barker, at 253-835- 2642. Sincerely, Isaac Conlen Planning Division Manager for Patrick Doherty, Director enc: Findings for Project Approval Approved Site Plan and Elevations c: Deb Barker, Senior Planner Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Planner scott Sproul, Plans Examiner Chris Ingham, South King Fire and Rescue Brian Asbury, Lak haven Utility District Doc. I.D. 56752 08-104541 4ik CITY OF Federal Way FiLE PAC PLAZA REDEVELOPMENT FINDINGS FOR PROJECT APPROVAL, FILE #08-104541-00-UP The following are findings for recommending conditional approval of a new 6,000 square -foot commercial building located at 27525 Pacific Highway South in Federal Way. i. The applicant proposes to demolish an existing 736 square -foot fast food restaurant and other site improvements and construct a 6,000 square -foot commercial building containing 5,200 Square feet of retail, 800 square feet of fast food restaurant with a drive through window, twenty-seven parking stalls, and site improvements on a previously developed 29,973 square -foot property. 2. Zoning for the subject site is Community Business (BC). Those of, j"rce and retail uses are permitted in the SC zoning district pursuant to Federal Way Revised Code (FWRC) 19.220.010 while fast food restaurants are permitted in the 13C zoning district under FWRC 19.220.020 Entertainment. The uses require Process fit, Project Approval and environ (mental review under the State Environmental Policy Act Business. sines The Federal Way Comprehensive plan (FWCP) designation for the subject site is Community The City issued a Notice of Land Use Application and Optional Determination of Nonsignificance on February 7, 2009, following determination of a complete application for a proposal involving two buildings totaling 6,300 square feet. A fourteen -day comment period resulted from the notice date. No comments were received. On January 15, 2010, the applicant elected to reconfigure the site plan and modify the scope of the project to one 6,000 square -foot building. Revised technical information and environmental checklists were submitted on June I, 2010. 4. The responsible official of the City of Federal Way issued a Determination of Nonsigniflcance (DNS) on August 26, 2010, pursuant to the State Environmental Policy Act (SEPA). The fourten- day appeal period for the determination was completed on September 9, 20I0, with no corrections e to the city's initial determination. The final staff evaluation for the environmental checklist, Federal Way File #08-104543-00-SE, is hereby incorporated by reference as though set forth in full. 5. The subject site, King County tax parcel #332204-9220, contains easements for ingress, egress, and utilities. Vehicular access east onto Pacific Highway South is provided via Tract A, which is an ingress/egress tract that is shared with an adjacent property north of the subject site_ Vehicular access onto 160'Avenue South is via Parcel B, which is a thirty -foot -wide ingress/egress and utility easement over private property west of the subject site. 6. Storm drainage runoff from the developed site currently sheet flows into an existing swale located on the north side of the property. Runoff is directed into an existing detention tank that is located under the west portion of the site, and subsequently drains into Puget Sound. The existing bioswale will be replaced with a StormFilter system. This will connect to the existing detention tank, and will meet all applicable Category 3 Target Drainage Review Requirements outlined in the 1999 KCS WDM and the city's addendum to the manual.' Further, the project does not meet the threshold for new and/or additional stormwater flow controls, and will continue to utilize the existing stormwater detention tank. Water quality treatment measures will be brought into compliance as required by FWRC, the 199E KCSWDM, and the city's addendum to the manual. All impacts associated with stormwater runoff and water quality are effectively addressed and no further mitigation is required. 1 As the project was determined to be complete prior to adoption of the 2009 KCSWDM, it is vested to the previous standard. 7 8. a 10. Under FWRC, parking for retail uses is based on one parking stall for each 300 square feet of gross floor area, while parking for fast food restaurants is based on 1 stall for each 80 square feet of gross floor area. Twenty-seven parking stalls are required for the proposed development, and the applicant has depicted twenty-seven parking stalls on the site plan. Four of these stalls are compact and there are two accessible stalls. The City's Traffic Division determined that the previous bank use converted to the existing fast food restaurant use generates 12 more trips than the proposed retail and fast-food restaurant land use classifications. As such, no traffic mitigation is required to be proposal based on the ITE provided with this development. The project embodies site and building design principles consistent with Community Design Guidelines requirements (FWRC 19.115). A paved pedestrian corridor connects the front of the building to Pacific Highway South. The east facade of the building is clearly visible from the public street, contains all entrances into the building, and incorporates pedestrian oriented architectural treatments including a modulated wall plane, large 4 over 1 windows, glass doors with side lights, and transom windows. A broad metal roofed canopy extending the length of this facade provides weather protection and visually unites the long facade. This element, along with the building modulation, addresses farads treatment requirements. Although the rectangular building is flat topped, the varied height of the parapet provides visual relief to all elevations. The parapet steps are capped with metal coping. The building is covered in eight -inch -wide Hardie -bevel siding with board -and -batten wainscot treatment along the building base. Large anodized metal windows, doors, and clerestory windows are featured on the east farade,annddwrap around to the north and south ends of the building. Featured building colors are grey, taupe, cranberry. Prior to issuance of the building permit, the applicant shall depict information on construction utbike rack, seating, lighting, special pavements, building color, and wail and free standing lighting plans for review. Landscape plans prepared by Main Street Design Landscape Architecture, revised date August 6, 2009, featuring perimeter and 'interior parking lot landscape areas, as well as the screening of vehicles from the right-of-way, are generally consistent with landscape requirements of FWRC 19.125.060(6) BC zoning and FWRC 19.125.070 Parking Lot Landscaping. Depicted interior parking lot landscaping exceeds the required 540 square feet of interior parking lot landscaping. Final landscape plans shall be reviewed with construction permits to ensure compliance with the FWRC. 11. The garbage and recyc4ing enclosure located south of the building will be constructed of Split fare CMU blocks with a solid gate. The efacility re ill b flanked be acceptable forservice needslicant should confirm with Waste Management that the gate 12. The proposed site plan application and application attachments have been determined to be consistent with the FWCP, with all applicable provisions of the FWRC, and with the public health, safety, and welfare. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal, and the proposed access to the subject property is at the optimal location and configuration for access. The proposed development is consistent with Process III, Project Approval, decisional criteria required under FWRC 19.65.100(2). The proposed site plan and application attachments have been reviewed for compliance with the FWCP, pertinent zoning regulations, and all other applicable City regulations. Final construction drawings will be reviewed for compliance with specific regulations, conditions of approval, and other applicable City requirements. This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Deb Barker, Senior Planner Date: January 25, 2011 2 As this application was determined to be complete prior to 2010 adoption of Traffic Impact Fees, it is vested to the previous concurrency and trip standards. 2 Page Pac Plaza Redevelopment File #08-10454 1 -00-UP/Doc I.D. 56754 Findings for Project Approval CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Pac Plaza Redevelopment Federal Way File #08-104543-00-SE, Related File #08-104541-00-UP NOTE: The purpose of this evaluation is to provide technical staff evaluation of the proposed action; supplement information contained in the environmental checklist and expanded studies; provide technical information unavailable to the applicant; correct inaccurate information; and recommend measures to the responsible official to mitigate identified environmental impacts. Technical reports and attachments referenced herein and in the environmental checklist may not be attached to all copies of this evaluation. Copies of reports, attachments, or other documents may be reviewed and/or obtained by contacting the City of Federal Way Department of Community Development Services, 33325 8ch Avenue South, PO Box 9718, Federal Way, WA, 98063-9718. Phone: 253-835-2600. Pursuant to WAC 197-11-340(2), the city is required to send the environmental threshold determination that results from this environmental review, along with the checklist, to the Department of Ecology and other agencies with jurisdiction. The city will not act on the proposal for 14 days after issuance of the environmental threshold determination. SUMMARY OF PROPOSED ACTION Proposed demolition of an existing 736 square -foot building and site improvements, and the construction of a 6,000 square -foot commercial building containing 5,200 square feet of retail, 800 square feet of fast food restaurant with a drive through window, twenty-seven parking stalls, and site improvements on a previously developed property (Exhibit A). GENERAL INFORMATION Project Name: Pac Plaza Redevelopment Owner: Eti2 LLC 1319 Dexter Avenue North, Suite 245 Seattle, WA 98109 Applicant: LDG/Architects Edi Linardic 1319 Dexter Avenue North, Suite 245 Seattle, WA 98109 Location: 27525 Pacific Highway South, Federal Way, WA (Exhibit B) Parcel No: 332204-9220 Site Area: 29,973 square feet (.69 acres) Zoning: Commercial Business (BC) Comprehensive Plan Designation: Commercial Business (BC) Technical Reports - The following technical information was submitted as part of the application: ■ Completed environmental checklist, dated September 23, 2008, and revised date June 1, 2010; ■ Site Plan, building elevations, and details prepared by LDG Architects, dated 2008, and revised January 14, 2010; • Landscape plan prepared by Main Street Design dated July 26, 2008, and revised date August 6, 2009; ■ Grading and TESC plan, and Drainage, Water, and Sewer plans prepared by Site Development Services dated September 19, 2008; ■ Targeted Drainage Report, prepared by Site Development Services, dated September 18, 2008; ■ Queuing Analysis prepared by Geralyn Reinart, PE, dated January 15, 2009; and ■ Topographic Survey dated September 24, 2008. BACKGROUND The land use and environmental applications submitted on September 25, 2008, were deemed to be complete on January 30, 2009. The City issued a Notice of Land Use Application and Optional Determination of Nonsignificance (DNS) for the proposed redevelopment project on February 7, 2009. Proposal was for the construction of two buildings totaling 6,300 square feet. The two -week comment period associated with that notice concluded on February 28, 2009, without any comments received. The applicant elected to reconfigure the site plan and modified the scope of the project as depicted in revisions received on January 15, 2010. The project now consists of one 6,000 square -foot building. A revised SEPA checklist that reflects this change was received on June 1, 2010. ANALYSIS OF ENVIRONMENTAL CHECKLIST Following are staff responses to the elements of the environmental checklist (Exhibit C) indicating whether city staff concurs with the applicant's response to the checklist item, or staff clarification or amendment to the response. A. BACKGROUND 1-5. Concur with the checklist. 6. A two -week appeal period will begin upon issuance of the environmental determination. As noted above, the comment period for the determination was conducted following the Notice of Application (NOA). To date, building permit applications for this redevelopment project have not been submitted. 7. Concur with the checklist. 8. See the above list of specialized studies submitted with the application. 9. Pending permits are a land use approval and a building permit for a new catering truck/fast food restaurant proposed on the subject property as an interim use in advance of site redevelopment. These improvements will be removed with the redevelopment proposal. 10-12. Concur with the checklist. A concurrency application was also submitted. Staff Evaluation for Environmental Checklist Page 2 Pac Plaza Redevelopment File 08-104543-SE/D., i.D. 54819 B. ENVIRONMENTAL ELEMENTS Earth a.-b. Concur with the checklist. The site was developed in 1988 under King County code standards, and generally consists of impervious surfaces such as a parking lot and small buildings, with minimal landscaping. C. Concur with the checklist. The 1971 King County Soils Map lists the site soils as AgC - Alderwood Gravelly Sandy Loam, which are characterized by 0 to 6% slopes. d. King County and Federal Way Sensitive Areas maps do not reveal the site to be in a problem area relative to landslides, seismic hazards, erosion, wetlands, or 100-year floodplain. e.-f. Concur with the checklist. g. Concur with the checklist. Pursuant to Federal Way Revised Code (FWRC) sections of 19.220.010 Office/Retail, and FWRC 19.220.020 Entertainment, Fast Food Restaurants, no maximum lot coverage is established. Instead, the buildable area is determined by other site development requirements to which the proposal must conform, i.e., required buffers, parking lot landscaping, surface water facilities, etc. h. Concur with the checklist. 2. Air a. Concur with the checklist. Short term impacts to air quality during earthwork and site construction will contribute to carbon monoxide levels through the operation of construction machinery, delivery equipment and materials, and worker access to the site by automobile. These activities also involve emissions of hydrocarbons and oxides of nitrogen, potentially elevating the level of photochemical oxidants, such as ozone, in the ambient air. Longer term impacts, due to vehicle emissions from future employees and customers, will vary in level according to the amount of traffic generated in the future by the proposal. b. The site is located west of Pacific Highway South and east of 16t' Avenue South. Vehicles using these streets will produce the majority of off -site emissions as will vehicles using the drive through window of the adjacent fast food restaurant. C. Concur with the checklist. Compliance with local, state, and federal air quality standards provides sufficient mitigation of these potential impacts. In addition, perimeter and interior landscaping as required by code will provide some filtering of suspended particulates. 3. Water a. Surface 1-6) Concur with the checklist. b. Ground 1-2) Concur with the checklist. Staff Evaluation for Environmental Checklist Page 3 Pac Plaza Redevelopment File 08-104543-SE/nog. I.D. 54819 C. Water Runoff 1) Concur with the checklist. Storm drainage runoff from the developed site currently sheet flows into an existing swale located on the north side of the property, is directed into an existing detention tank located on the west of the site, and subsequently drains into Puget Sound. The bioswale will be replaced with a StormFilter system located in the parking lot, which will connect to the existing detention tank. The Targeted Drainage Report prepared by Site Development Services, dated September 18, 2008, was reviewed by the Public Works Department, and the stormwater facility design was accepted as proposed. Storm drainage facilities are required to be designed in accordance with all applicable Category 3 Target Drainage Review Requirements outlined in the 1998 KCSWDM and the city's addendum to the manual. 2) As with all paved, developed areas, the site will contribute some pollutants to ground and surface waters, as these will be washed off by storm drainage across the site. Pollutants that accumulate on paved surfaces may include heavy metals, petrochemicals, and other substances. Some of these pollutants will be separated out of the stormwater runoff to a certain extent, by pretreatment and conveyance of runoff into the on -site StormFilter system and detention tank. d. Concur with the checklist. The project does not meet the threshold for new and/or additional stormwater flow controls, and will continue to utilize the existing stormwater detention tank. Water quality treatment measures will be brought into compliance as required by FWRC, the 1998 KCSWDM, and the city's addendum to the manual. All impacts associated with stormwater runoff and water quality are effectively addressed and no further mitigation is required. 4. Plants a-d. Concur with the checklist. The site has been previously developed and is devoid of any significant vegetation with the exception of parking lot landscaping. An approved landscape plan in accordance with Article 1 of FWRC 19.125 is required for the project. 5. Animals a-d. Concur with the checklist. Based on the environmental checklist, site visits by city staff, and the city's Priority Habitat and Species map, no threatened or endangered species are known to inhabit the site or the immediate vicinity of the project. 6. Energy and Natural Resources a-d. Concur with the checklist. 7. Environmental Health a-b. Concur with the checklist. Construction -related noise control measures include required conformance with local noise ordinances regulating hours of construction. Some increase in noise levels from project -generated traffic is expected on a long- term basis. Proposed landscaping along site perimeters and internal parking lot landscaping will help to buffer these noise levels. Staff Evaluation for Environmental Checklist Page 4 Pac Plaza Redevelopment File 08-104543-SE/noo. i.n. 54819 8. Land and Shoreline Use a-1. Concur with the checklist. 9. Housing a-c. Concur with the checklist. 10. Aesthetics a-c. Concur with the checklist. As part of Process III site plan review, building and site design is subject to the standards of FVWRC Article XIX, "Community Design Guidelines. " Building and site design is required to incorporate architectural, pedestrian, and landscape elements to minimize bulk and scale, and to achieve an attractive, quality development. Accessory site elements such as trash enclosures are required to be architecturally consistent with the primary structure. 11. Light and Glare a-d. Concur with the checklist. 12. Recreation a. A health club is located 1,000 feet north of the subject property. Redondo Beach is located % mile west of the site in the City of Des Moines. b-c. Concur with the checklist. 13. Historic and Cultural Preservation a-c. Concur with the checklist. 14. Transportation a. Concur with the checklist. In addition, there is access south of the proposed building to vehicular easements that exit onto 16t` Avenue South. The driveway onto Pacific Highway South is shared with the McDonalds Restaurant located north of the subject property. b. Concur with the checklist. The Redondo Park and Ride is located across Pacific Highway South from the subject property. c-e. Concur with the checklist. f. The project is not anticipated to generate any new PM peak hour trips. A concurrency analysis will not be performed by staff as the project will not generate any new trips. g. Concur with the checklist. 15. Public Services a-b. Concur with the checklist. Normal emergency services from the local fire department, police department, and ambulance service are anticipated. Comments from the police and fire departments do not indicate any special emergency services will be required. Staff Evaluation for Environmental Checklist Page 5 Pac Plaza Redevelopment File 08-104543-SE/nor. I.n. 54819 16. Utilities a-b. Concur with the checklist. Certificates of water and sewer availability have been provided by the applicant, subject to a Developer Extension Agreement with Lakehaven Utility District. CONCLUSION Based on staff analysis of the application, the completed SEPA checklist, related reports, and the above policies, the proposal can be found to not have a probable significant adverse impact on the environment, pursuant to a Determination of Nonsignificance (DNS). This DNS is based upon impacts identified within the environmental checklist, attachments, exhibits, and supplemental reports as listed, and the above "Final Staff Evaluation for Environmental Checklist, File No. 08-100857-00-SE," and is supported by plans, policies, and regulations formally adopted by the city for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. The city reserves the right to review any future revisions or alterations to the site or the proposal in order to determine the environmental significance or nonsignificance of the project at that point in time. Attachments Exhibit A - Reduced Scale Site Plan Exhibit B - Vicinity Map Exhibit C - SEPA Checklist (revised June 1, 2010) Prepared by: Deb Barker, Senior Planner Staff Evaluation for Environmental Checklist Pac Plaza Redevelopment Date: August 23, 2010 Page 6 File 08-104543-SE/Doc. I.D. 54819 FILE CITY OF �. Federal March 16, 2010 Mr. Edi Linardic LDG Architect 1319 Dexter Avenue, Suite 245 Seattle, WA 98109 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: FILE #08-104541-UP; 08-104543-SE, REVISION TO PAC PLAZA REDEVELOPMENT 27525 Pacific Highway South, Federal Way, WA Dear Mr. Linardic: City staff has had the opportunity to review your January 15, 2010 resubmittal, which redesigns the Pac Plaza Redevelopment, and which proposes re -use of the existing building during "Phase I.` In a letter dated December 14, 2009, the City requested information about the phasing concept, including use information for the existing building.' The information was necessary so that the appropriate land use review for your "Phase I project'' could be determined. Your January 12, 2010, letter that accompanied the Resubmittal responds to that December letter. This letter contains specific comments on the proposed revisions to the Pac Plaza Redevelopment, and provides general direction on the proposed "Phase I." COMMENTS ON THE REVISED PAC PLAZA REDEVELOPMENT The January 15, 2010, site plan is a revision to the original project layout. This revision depicts a 6,000 square -foot building at the western end of the site with parking between the building and the Pacific Highway South right-of-way. The espresso stand (fast food restaurant) is now incorporated into the north end of the building, and a drive through lane wraps the north and west sides of the building. This new site layout eliminates many of the site challenges of the earlier version. TRAFFIC DIVISION, SARADY LONG, 253-835-2737 Please refer to comments dated February 2, 2010, for the proposed redevelopment. PLANNING DEPARTMENT, DEB BARKER, 253-835-2642 The following land use comments are provided for the revised Pac Plaza Redevelopment: 1) SEPA Checklist —Please revise the SEPA checklist to reflect the current proposal as discussed below. Once this information is provided, a SEPA determination can be issued. A.6 Revise this section to reflect 6,000 square -foot building with single lane drive through and delete the separate fast food restaurant. 1 An initial Process III and SEPA application for construction of a new retail building and a fast food restaurant ,vere submitted in 2008. Information submitted on January 15, 2010, outlines a phased proposal with Phase I consisting of reuse of the existing bank building as a fast food restaurant and expansion of the fast food use with the addition of a free standing catering truck. Phase It would consist of demolition of the existing structure and construction of a new retail building (as per the initial Process III application). Mr. Linardic March 16, 2010 Page 2 A-] 1 Revise the project description to reflect the larger stand alone building. B.8-c Revise this item to state that there is an existing 800 square -foot drive through bank with canopy on the subject site. 2) Garbage Enclosure — List the size of the garbage and recycling enclosure, label and size the areas provided for recycling. Note that the minimum recycling area size is 65 square feet per FWRC 19.125.150(7). 3) Pedestrian Walkway — The pedestrian walkway must be connected to the existing public sidewalk on Pacific Highway South. Please clarify where this is to occur. In addition, the easternmost walkway needs to be protected from the vehicle drive aisle by landscaping per Federal Way Revised Code (FWRC) 19.115.040(4)(a). 4) Drive Through — A single drive -through lane for the fast food restaurant is proposed along the north and west sides of the building, generally over the existing utility easement. Please label the exact location of the underground stormwater detention tank in relation to the drive through. Identify the specific traffic patterns for the drive through from the proposed parking lot as well as from the shared access driveway onto Pacific Highway South. Provide a queuing analysis for the proposed drive through, and include any clarifying signage needs since there is no by-pass lane. Denote the location of the order and pickup areas. Public Works Traffic Division staff will review the queuing analysis. 5) Entry Features — FWRC 19.115.090 (1)(d) notes that ground floor entrances to retail sales or services shall incorporate plaza features or furnishings and/or streetscape amenities in a context sensitive amount and combination. Please identify the area proposed for these features, which shall be required to be identified before the building permit can be issued. 6) Landscape Plan — Prior to issuance of a building permit, the landscape plan shall be revised to address the following information: ■ Any shrubbery used to screen the vehicle parking areas from the right-of-way shall be a minimum of 36 inches in height at the time of planting unless it is planted on a 12-inch tall berm per FWRC 19.125.070(5)(a). • Landscaping appears to be missing from the NE corner of the three eastern -most parking stalls. If this is not a landscaped area but a pedestrian area, there still needs to be a separation from the parking stalls and the walkway. Please clarify the intent of this area on the site plan as well. • Ground cover shall be installed in all planting beds including under the viburnum, "PHASE I" STATUS Based on review of the submitted information, the City has determined that the proposed "Phase I", which is re -use of the existing bank building as a fast food restaurant together with the addition of a catering truck/fast food restaurant meets the FWRC 19.05.040 definition of a change -of -apse due to increase in the hours of operation, increase in required parking, and changes to traffic generation (see traffic comments). The Phase l concept known as The Pink Spot project (file #10-100330-UP) 2, which does NOT include the catering truck, requires Process I approval. These Phase I drawings received on January 15, 2010, as a Resubmittal to the Pac Plaza Process III application will be transferred to the Pink Spot application, and all other comments on the Pink Spot (Phase 1) application will be provided in a separate letter associated with that file. 2 TMs land use application was submitted on January 26, 2010. 08-104541 Doc. I D. 52781 Mn Linardic March 16, 2010 Page 3 REVIEW CLOCK Please be advised that with the formal request for additional information for the Pac Plaza Redevelopment; the 120 day review clock is suspended with 73 days used ,3 and it will be restarted within 14 days of the date of your complete response to this request. When resubmitting for the Process III application, please submit 4 copies of the revised SEPA checklist and 6 copies of any revised plans along with the enclosed Resubmittal Information form PROJECT CANCELLATION Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. In addition, no less than 30 days prior to the lapse of the 180-day notification by the City, the applicant may submit a written request for an extension of the l 80-day time limit. The request would be administratively reviewed and can be approved only if adopted criteria are met. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-835-2642. Sincerely, v VJ)�— a, j'(�(/L� Deb Barker Senior Planner Enc: Traffic Comments Resubmittal Information Form c: Sarady Long, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District 3 Based on 32 days used previously with 41 days from 1/30/10 to 3/12/10 = 73 days. OS-104541 Doc: LA 52781 CITY OF `k Federal Way February 3, 2009 Mike Bally LDG Architects 1319 Dexter Avenue North, Suite 260 Seattle, WA 98109 CITY HALL j L E 33325 8th Avenu.. out Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederal way. com RE: File #08-104541-00-UP; COMPLETE APPLICATION/ADDITIONAL INFORMATION REQUESTED Pac Plaza Retail, 27525 Pacific Highway South, Federal Way Dear Mr. Bally: On September 25, 2008, the City of Federal Way's Department of Community Development Services received your Process III Land Use application and environmental checklist to construct a retail development and coffee shop at the above -referenced address. The site is zoned Community Business (BC). According to code regulations, upon receipt of an application the City has 28 days to determine whether all information and documentation required for a complete application pursuant to Federal Way City Code (FWCC) Section 22-33 has been submitted. An October 21, 2008, incomplete application letter noted items that were needed for the application to be considered complete. The City received your Resubmittal on January 21, 2009. NOTICE OF COMPLETE APPLICATION Please consider this letter as a Letter of Complete Application. Pursuant to the FWCC, the application is deemed complete as of January 30, 2009, based on a review of your submittal relative to those requirements as set out in the Development Requirements checklist. A 120-day time line for reviewing the SEPA and Process III applications has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line can be stopped at any time that the City requests additional information as noted below. You will be informed of the status of the 120-day time line when you are notified in writing that additional information is needed. Having met the submittal requirements, your application is now ready for processing. Therefore, pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days and other public notice will be given based on City procedures. The Department of Community Development Services has responsibility to notify other agencies that may have jurisdiction over your development project or an interest in it_ ADDITIONAL INFORMATION REQUESTED The following items are based on an initial technical review of the application during completeness review_ Planning Department, Deb Barker, 253-835-2642 The preapplication conducted in 2007 was for a 6,690 square -foot retail building with an attached drive- thru facility. The current proposal is for a 5,850 square -foot retail building with a detached 450 square- Mr. Baily February 3, 2009 Page 2 foot coffee shop with two drive-thru lanes. The "new" site layout was not reviewed by the City following the preapplication review. Planning staff elected to postpone technical review pending changes made as a result of the required queuing analysis. Site Plan 1. Parking and Uses - Site plan sheet A-1.0 depicts a 5,850 SF retail building with a 450 SF detached fast food restaurant. Under FWCC section 22-751, 20 parking stalls are required for the retail/office use and 6 parking stalls for the fast food restaurant (per FWCC Section 22-752) for a total of 26 stalls. Twenty-six stalls are proposed, which meets code standards. However, the building will be precluded from any additional restaurant use unless additional parking is provided. 2. Parking Layout - The site plan revised date 1/20/08 relocated two parking stalls to south and west of the building and continued the driveway to the west. Both of the parking stalls require landscape treatment. The 20-foot-wide driveway is not wide enough for two-way vehicle access based on the City's parking stall chart, and must be widened unless two-way vehicle access is precluded. However, if that occurs, it impacts use of two relocated parking stalls_ In addition, the relocated parking stall south of the building may block the dedicated pedestrian pathway. As a result, this layout requires further refinement. 3. West Side - The area covering the proposed vault on the west side of the site must be further identified and developed. Identify if this is a loading area or storage area. Areas not devoted to building, loading, maneuvering, and/or parking must be landscaped. In addition, perimeter landscaping will be required along the west and south property line as discussed below. 4. Garbage Enclosure - The garbage faces to the south, which prevents front loading services vehicle from making pickups without the more expensive roll -out services. Contact Waste Management for their requirements. Typically gates are 18 feet wide to allow for servicing. Identify the gate materials. Show the recycling enclosure that must be a minimum of 65 square feet in size per FWCC. 5. Waste Receptacles - Provide a separate waste receptacle for the fast food restaurant parking stalls per note #4 of FWCC section 22-752. Community Design Guidelines — As previously noted, the formal application depicts a dual drive-thru facility that was not included in the preapplication conference review. 1. Drive-thrus - Pursuant to FWCC Section 22-1634(g)(2), drive-thru windows and stacking lanes are not encouraged along facades of a building that face the street. If permitted, the stacking lanes shall be visually screened from the street by Type III landscaping, or architectural element or combination thereof that reflects the primary building and provides the required screening. The eastern side of the coffee shop contains a drive-thru and stacking lane that does not meet this code requirement. Staff recommends that the building be relocated to meet code or the eastern drive-thru lane eliminated. In addition, the drive-thru lanes must be separated from parking stalls and from pedestrian -corridors by landscaping, or architectural element or combination thereof that again reflects the primary building and provides the appropriate separation. Painted lanes are not sufficient. Refer to the red lined site plan for those areas that do not meet this requirement, and revise the site plan to address this. 2. BC Zone - Zone specific standards for the BC zone under FWCC section 22-1638(a) require that when parking is located between the building and the right-of-way, pedestrian access and circulation of FWCC section 22-1634(d) is maximized. In this case, pedestrian connectivity to the north and south must be depicted, bike racks must be provided, and outdoor furniture, fixtures ands streetscape elements of FWCC section 22-1634(d)(5) incorporated. Pedestrian pathways must be protected from OS-I04541 Doc I D 48S19 Mr. Baily February 3, 2009 Page 3 abutting vehicular circulation areas with landscaping. Continue or incorporate the stamped concrete pavement throughout the pedestrian related areas of the retail building. 3. Fagade Treatment - Your September 23, 2008, letter states that modulation is proposed along with canopies to provide fagade treatment along the front of the retail building required under FWCC section 22-1635(b). However, it appears that the "modulation" consists of corner towers that extend from the building edge, and the wall plane of the building is not modulated in any way. These towers create arcades or canopy -based space and are not a true modulation of the building. Please revise the building to contain actual building wall modulation. Alternatively, another design treatment such as a plaza or landscaping along the facade could be provided to meet the intent of FWCC. Note that the "plaza" located east of the coffee shop is not related to the retail building and does not address the fagade treatment for the retail building. 4. Plaza - The small plaza located east of the coffee shop sits between the drive-thru lane and the Pacific Highway South sidewalk. An HOV lane is approximately 25 feet from the benches. The plaza location, while visible from the right-of-way, seems exposed and adversely impacted by vehicular traffic and noise. It is strongly encouraged that the plaza be relocated to an area that is conducive to the pedestrian experience and not rendered hostile by vehicle adjacency. Further, any plaza should include tables, landscaping, lighting, garbage receptacles, bike racks, etc. 5. Layout - The detached coffee shop is proposed with two drive-thru lanes. The stacking lanes take up considerable maneuvering room on the small site, resulting in potentially adverse impacts to the pedestrian access to the large retail building. Consider relocation of the coffee shop or the large retail building or elimination of one of the drive-thru lanes. Landscaping I . Five feet of Type III perimeter landscaping must be provided along the east, west, and south sides of the subject property. Refer to the red lined plans for those areas that are missing perimeter landscaping. 2. Perimeter landscaping consists of a combination of evergreen and deciduous trees. Revise the plan to include a mixture of tree types in perimeter planting areas. 3. Parking stalls and drive aisles that are visible from the right-of-way must be screened by landscaping that is a minimum of three feet in height, or a combination of a berm and landscaping or an architectural feature per FWCC section 22-1567(e). The proposed materials do not meet the intent of this requirement. 4. Add the quantities of plant to the plant list and enlarge the shrub symbols as they are too small to read. 5. Ground covers shall extend throughout the entire planting area to achieve full coverage within three years, including under trees. Revise the plan to show that this requirement is addressed. 6. Landscape screening must be provided around the garbage and recycling enclosure per FWCC section 22-1564. 7. The south and the west side of the building must include foundation landscaping to address blank walls per FWCC section 22-1564(u). 8. Add shrubs to the interior lot landscape islands per the red lined plans. With this request for additional information, the 120-day maximum review time frame is suspended with four (4) of the 120 days used, and it will be restarted within 14 days of the date of your complete response to this request. When resubmitting requested information, please provide six copies of any plans, and four copies of any reports, in addition to the green resubmittal form. Please note that Public Works Traffic comments will be available by February 12, 2009. 08-104541 Doc 1 D 48829 Mr. Baily February 3, 2009 Page 4 Project Cancellation —Pursuant to FWCC Section 22-34, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-835-2642. We look forward to working with you. Sincerely, Deb Barker Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Soma Chattopadhyay, Traffic Analyst enc: Resubmittal Form Red lined site and landscape plans 08-104541 Doc. 1 D. 48829 FILE 1�kCITY OF Federal October 21, 2008 Mr. Ed Linardic LDG Architects 1319 Dexter Avenue, Suite 260 Seattle, WA 98109 CITY HALL �� 33325 8th Avenue South Mailing Address_ PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com RE: File #08-104541-00-UP; INCOMPLETE APPLICATION LETTER Pac Plaza Retail Redevelopment, 27525 Pacific Highway South, Federal Way Dear Mr. Linardic_ The Department of Community Development Services is in the process of reviewing information you submitted on September 25, 2008, for the proposal to redevelop a site with a new 5,850 square -foot retail building together with a 450 square -foot drive through coffee shop and site improvements at the above - referenced address. The project is being reviewed under the provisions of Federal Way City Code (FWCC) Chapter 22, Article VI, "Process III Review — Project Approval," in addition to the State Environmental Policy Act (SEPA). INCOMPLETE APPLICATION The project expanded from the preapplication meeting and now includes a detached drive through coffee shop. During the course of the City's review, the following items were found to be missing or incomplete. In order for your application to be considered complete and ready for processing, the items below must be provided. 1. Certificate of Water Availability — A certificate of water availability for the new development must be submitted. 2. Queuing Analysis — A queuing analysis must be provided to review proposed queuing from Pacific Highway South west through the entire site, and include vehicle queuing from the adjacent property to the north. The analysis must be prepared by a licensed traffic engineer. Contact Soma Chattopadhyay to discuss analysis parameters. PRELIMINARY COMMENTS In addition to completeness items discussed above, preliminary Process III review comments from the Public Works Department are provided below_ These issues were identified in reviewing the application for completeness. Responses to these items are helpful in reviewing the project when the engineer begins formal review. Public Works Engineering —Kevin Peterson 253-835-2733 Comments dated October 21, 2008, are enclosed_ Additional comments from the City's Planning and Traffic Department will be forwarded at a later date. Mr. Linardic October 21, 2008 Paget Please submit four copies of the queuing analysis, two copies of the certificate of water, and six copies of any revised plans along with the enclosed resubmittal form. After receipt of the requested information noted in the incomplete application section of this letter, the department will notify you within 14 days whether your application is considered complete or what, if any, information is still needed. It is important to note that the department cannot begin processing your formal application until all items are submitted. Please call me at 253-835-2642 if you have any questions. I look forward to working with you. Sincerely, Deb Barker Senior Planner enc: Public Works Comments Resubmittal Information Form c: Soma Chattopadhyay, Traffic Analyst Kevin Peterson, Engineering Plans Reviewer Chris Inghazn, South King Fire 09-104541 Doe i D. 47433 CITY OF ti Federal Way August 26, 2010 Mr. Edi Linardic 1319 Dexter Avenue North, Suite 245 Seattle, WA 98109 1FILE CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com RE: File #08-104543-00-SE; DNS for Pac Plaza Redevelopment, 27525 Pacific Hwy South, Federal Way Dear Mr. Linardic: This office and other City staff have reviewed the environmental checklist you submitted. We have determined that the proposal will not have a probable significant adverse impact on the environment As a result, an Environmental Impact Statement {EIS} is not required to comply with the State Environmental Policy Act (SEPA). A copy of the Determination of Nonsignifccance (DNS) is enclosed. The Optional DNS Process was used to review this proposal. The I4-day comment period required by the SEPA Rules under Washington Administrative Code {WAC} I97-I 1-355 ran concurrently with public comment period associated with the notice of land use action, which began on Feb 2009 and ended on February 28, 2010. The City received one comment letter regarding the need for Pierce February bus shelters in conjunction with hotel development. This issue will be reviewed during land use review. Under WAC 197-11 355, a second comment period is not required when the DNS is issued. The enclosed DNS was issued on August 28, 20I0. The City will provide a copy of the DNS to the Department of Ecology, agencies with jurisdiction, those who commented, and anyone requesting a copy. All final determinations may be appealed within 14 days following the issuance of the DNS. No licenses, permits, or approvals will be issued until completion of the appeal period which ands on September 13, 2010. You may, but are not required to, publish a Notice of Action as set forth in RCW 43.21 C.075. The Notice of Action sets forth a time period after which no legal challenges regarding the proposal's compliance with SEPA can be made. A copy of the Notice of Action form and copies of RCW 43.21C.080 and WAC 197-11-680 Providing instructions forgiving this notice are available from the Department of Community Development Services. The City is not responsible for publishing the Notice of Action. However, notice (to parties of record) i the City s responsible for giving a stating the date for commencing a judicial appeal (including the SEPA portion of that Weal) if your proposal is one for which the City's action has a specified time period within which any court appeals must be made. If you need further assistance, please contact Deb Barker, Senior Planner, at 253-835-2642. Sincerely, /;ul V4� Greg Fewins, Director Department of Community Development Services enc: DNS Staff Evaluation c: Deb Barker, Senior Planner Kevin Peterson, Public Works Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Doc. I D 54820 CITY OF Vi FederalVay DEPARTMENT aP COMMUNITY DEVELOPAiENTSERVicES 33325 Vh Avenue 5oufh Box 9718 Federal Wpy WA P 8063--9718 253-835-7000; Fax 253-835-2609 w''"'^'•cii fFe r !w a DECLARATION OF DISTRIBUTION Ck h� i n 1v State of W ington, that a: hereby declare, under penalty of perjury of the laws of the ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice lkf Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was �rTl ailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of t `� he attached addresses on 2070. Project Name File Number(s) 164 b4 c� Lf f Signature r Date � K:\CD Administration Files\Declaration of Distribution.doc/Last printed 8/27/2010 3:30:oo PM 41k �rf CITY OF Federal Way ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE PAC PLAZA REDEVELOPMENT File #08-104543-00-SE Related File #08-104541-00-UP Description of Proposal: Proposed demolition of an existing 736 square -foot building and site improvements, and the construction of 6,000 square -foot commercial building containing 5,200 square feet of retail, 800 square feet of fast food restaurant with a drive through window, stalls, and site improvements on a previously developed property. twenty-seven parking Proponent: LDG/Architects, Edi Linardic, 1319 Dexter Avenue North, Suite 245, Seattle, WA 98109 Location: 27525 Pacific Highway South, King County Parcel #332204-9220 Lead Agency: City of Federal Way Contact: Deb Barker, Senior Planner, 253-835-2642 The Responsible Official of the City of Federal Way makes this decision based upon impacts identified in the environmental checklist, Checklist, and other municipaFederal W'y C"Prehensive Plan, Staff Evaluationfor Enviranrnental l policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31 C.060. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment and an Environmental Impact Statement (EIS) is not required under RCW 43.21C.032(2)(c). This decision was made after review of completed environmental checklist and other information on file with the lead agency. This information is available to the public on request_ This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period. This decision may be appealed by filing a written appeal to the Federal Way City Clerk within 14 days of issuance. Details of the appeal procedures may be obtained at the Department of Community Development Services_ Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Address: 33325 8" Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued Au st 26 2010 Signature: Doc_ I.D. 54821 FEMA US ARMY CORPS/ENGINEERS JOE HENRY REGION 10 NTH DIV ATTN REGULATORY BRANCH NATURAL RESOURCES CVN SVC 130 228T" ST SW PO BOX 3755 935 POWELL AVE SW BOTHELL WA 98021-9796 SEATTLE WA 98124 RENTON WA 98055 EPA ENVIRONMENTAL REVIEW SEC 1200 6T" AVE MD-126 SEATTLE WA 98101 RAM6...N,-PAZOOKI SNO-KING PLANNING MGR WSDOT SOUTH KING COUNTY PO BOX 330310 SEATTLE WA 98133-9710 DEPT OF ARCHAEOLOGY & _ HISTORIC PRESERVATION PO BOX 48343 OLYMPIA WA 98504-8343 LAURA ARBER (saltwater) WDFW REGION 4 OFFICE 16018 MILL CREEK BLVD MILL CREEK WA 98012-1296 US FISH & WILDLIFE SERVCE 510 DESMOND DR SE #102 LACEY WA 98503 PORT OF TACOMA ENVIRONMENTAL DEPT PO BOX 1837 TACOMA WA 98401-1837 KC 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ESTATE SERVICES 2406 SW 317th ST PO BOX 4508 PO BOX 4508 FEDERAL WAY WA 98023 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 KRIS O'NEAL EVERKING RESIDENT COUNCIL FAIRWAY SEVEN TERRACE ENGLISH GARDENS HOA "d LN S # H3 CONDO ASSN 33322 22 1911 SW CAMPUS DR # 392 FEDERAL WAY # 98003 2714 SW 327 ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 CAMPUS VIEW HOA FOREST LAKE CONDO ASSN LAWRENCE CATER 163 S 340th ST ZARAN SAYRE & ASSOCIATES LIBERTY LAKE CONDOS HOA FEDERAL WAY WA 98003 30504 PACIFIC HWY S 31003 14r" AVE S OFFICE FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 HABITAT HOA KORY MILLER HERITAGE CONDOS 33005 18r" PL S # G104 HEARTHSTONE 123 S 340 E CONDO ASSOC r" ST 18222B FEDERAL WA AL WAY WA 98003 FEDERAL WAY WA 98003 S ST FEDERAL WAY WA 98003 FEDER HERITAGE COURT HOA HERITAGE WOODS HIDDEN WOODS CONDO ASSN 32825 3RD PL S 2298 S 280r" PL 1826 S 285r" PL # B FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 LAKE EASTER ESTATES LAKESIDE VILLAGE CONDO ASSN LAKOTA TRAILS ZARAN SAYRE & 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GREEN HOA 1825 S 330r" ST TARGA REAL ESTATE SERVICES PO BOX 3411 FEDERAL WAY WA 98003 PO BOX 4508 FEDERAL WAY WA 98003 FEDERAL WAY WA 98063 WESTWAY HOA SEATAC MALL MERCHANT ASSOC STAFFORD GREEN HOA 33400 21STAVE SW 1928 S SEATAC MALL 30640 PACIFIC HWY S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 STONE BROOK HOA TALL FIRS CONDO ASSN SUSAN PHILLIPS PO BOX 24932 TARGA REAL ESTATE SERVICES TRINIDAD SOUTH CONDOS FEDERAL WAY WA 98093 PO BOX 4508 1040 S 320 ST # 44 FEDERAL WAY WA 98063 FEDERAL WAY WA 98003 WESTBORO HOA JAMES A KLOUSE JR AHLBERG K AUNA TARGA REAL ESTATE SERVICES WEST CAMPUS DIV 2 HOA ALDER GLEN HOA PO BOX 4508 32249 7T" AVE SW 2506 S 355T" PL FEDERAL WAY WA 98063 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 JANICE SIEBENALER GERALD DAILY GEORGE TRACHER APPLEWOOD HOA BAYVIEW COUNTRY ESTATES HOA BROOKHAVEN HOA 1417 S 282ND PL 3640 SW 309TH 1617 S 235T" ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 SONIA V PAJRES EILEEN MCCARTY JEFFREY L COOP CAMPUS COURT HOA CAMPUS RIDGE HOA CEDAR HEIGHTS ESTATES HOA 35225 19T" AVE SW 32430 7T" AVE SW 36221 22ND PL S FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 ANDRE TAPP FOREST LANE HOA LIZ HOLLOWAY FAIRBANKS HOA TARGA REAL ESTATE SERVICES GROUSEPOINT DIV II HOA 28932 11 T" AVE S PO BOX 4508 34207 31 ST AVE SW FEDERAL WAY WA 98003 FEDERAL WAY WA 98063 FEDERAL WAY WA 98023 KRIS O'NEAL SANDRA BENSON HUNTERS GLEN HOA HERITAGE PARK HOA HIDDEN LANE HOA ZARAN SAYRE & ASSOCIATES 1911 SW CAMPUS DR # 392 31249 10T" CT SW 30504 PACIFIC HWY S FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 ROMAN PECHENYUK LICORICE FERN II HOA MICHAEL MILHOLLAND LAKOTA CREST HOA TARGA REAL ESTATE SERVICES UORIGAN MANOR HOA 31148 2ND PL SW PO BOX 4508 35654 9T" AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98063 FEDERAL WAY WA 98023 KRIS O'NEAL MATHESON PARK HOA ALLEN C CLAAR MADRONA MEADOWS HOA TARGA REAL ESTATE SERVICES OLYMPIC SUNSET HOA 1911 SW CAMPUS DR # 392 33515 10T" PL S # 15 35500 8T" AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 LACEY HAWK KRIS O'NEAL RICK LONG ORCHID LANE HOA PINNACLE POINT HOA PLEASANT HILL HOA 34105 13T" PL SW 1911 SW CAMPUS DR # 392 621 SW 295T" PL FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 PRAIRIE HILLS HOA BEVERLY HEUNISCH MARK A KANE TARGA REAL ESTATE SERVICES REDONDO BAY TRANQUILITY HOA REGENCY WOODS DIV 2 HOA PO BOX 4508 152 S 293RD ST 37223 17T" AVE S FEDERAL WAY WA 98063 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 LORI A NICOLAUS CHRISSY MORSE JERRY GLASER REGENCY WOODS DIV 4 HOA REGENCY WOODS I HOA SILVERWOOD HOA 37827 21 ST CT S 37114 22ND AVE S 36009 9T" CT SW FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 KRIS O'NEAL STEVE KEMBEL WINDANCE HOA VILA DEL RIO HOA WESTBURY HOA TARGA REAL ESTATE SERVICES 1911 SW CAMPUS DR # 392 4749 SW 314T" PL PO BOX 4508 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98063 RANDY LLOYD DAVID STEELE ALDER CREEK ESTATES CONDO WINDSWEPT HOA 4T" PLACE CONDO ASSOC ZARAN SAYRE & ASSOCIATES 34667 PACIFIC HWY S 1032 SW 348T" PL 30504 PACIFIC HWY S FEDERAL WAY WA 98003 FEDERALWAY WA 98023 FEDERAL WAY WA 98003 CHELSEA COURT CONDO ASSOC KRIS O'NEAL COUNTRY CHASE CONDO ASSOC TARGA REAL ESTATE SERVICES CORONADO TOWNHOMES ASSOC TARGA REAL ESTATE SERVICES PO BOX 4508 1911 SW CAMPUS DR # 392 PO BOX 4508 FEDERAL WAY WA 98063 FEDERAL WAY WA 98023 FEDERAL WAY WA 98063 CURRENT CONDO ASSOC EMERALD PROFESSIONAL HOA HEATHER RIDGE CONDOS TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES ZARAN SAYRE & ASSOCIATES PO BOX 4508 PO BOX 4508 30504 PACIFIC HWY S FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 FEDERAL WAY WA 98003 LE BLANC GARDENS CONDOS MADISON VILLAGE CONDOS MILTON HOLLOW CONDOS TARGA REAL ESTATE SERVICES GENESIS REAL ESTATE CO ZARAN SAYRE & ASSOCIATES PO BOX 4508 32014 32ND AVE S 30504 PACIFIC HWY S FEDERAL WAY WA 98063 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 NARROWS PLACE A CONDOS PALISADES AT DASH POINT CONDO QUIET FOREST III CONDOS TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES PO BOX 4508 PO BOX 4508 PO BOX 4508 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 SAYBROOK CONDO ASSOC SEAVIEW TERRACE TOWNHOMES JASON DEKRUYF TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES SOUNDVIEW II CONDOS PO BOX 4508 PO BOX 4508 284261 6T" AVE S # 5 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 FEDERAL WAY WA 98003 SPYGLASS AT NW LANDING STADIUM POINT CONDOS SUNSET PLAZA CONDOS TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES PO BOX 4508 PO BOX 4508 PO BOX 4508 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 SUNSET VIEW CONDOS THE LINKS AT NORTHSHORE THE TERRACE AT RIVERVIEW ZARAN SAYRE & ASSOCIATES TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES 30504 PACIFIC HWY S PO BOX 4508 PO BOX 4508 FEDERAL WAY WA 98003 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 KRIS O'NEAL TWIN FIRS CONDOS ASSOC VALLEY HIGH CONDO ASSOC THE WILLOWS ON TENTH CONDO TARGA REAL ESTATE SERVICES TARGA REAL ESTATE SERVICES 1911 SW CAMPUS DR # 392 PO BOX 4508 PO BOX 4508 FEDERAL WAY WA 98023 FEDERAL WAY WA 98063 FEDERAL WAY WA 98063 CAROL ANN BENNETT KRIS O'NEAL SHARON L GRIFFIN VIEWRIDGE LUXURY CONDOS VILLA MAR VISTA CONDOS WEST CAMPUS TERRACE CONDO: 32404 MILITARY RD S # A 1911 SW CAMPUS DR # 392 32114 1 IT AVE S # 202 FEDERAL WAY WA 98001 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 Revised June 25, 2010 KAEnvironmental ChecklistsWgency Mailing List.do CITY OF Federal CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Way Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com FILE December 14, 2009 Mr. Eddie Linardic LDG Architects 1319 Dexter Avenue, Suite 260 Seattle, WA 98109 Re: File #08-104541-00-UP; PAC PLAZA RETAIL REDEVELOPMENT Proposed Phasing Discussion and Comments on Resubmitted Plans 27525 Pacific Highway South, Federal Way, WA Dear Mr. Linardic: City staff has reviewed revised plans submitted on September 25, October 14, October 15, and November 2, 2009, for the Use Process III application for redevelopment of the above referenced property. During an October 28, 2009 meeting, you indicated that the project may be revised into a phased concept: Phase I would involve conversion of the existing drive-thru bank building into a drive thru coffee shop and the addition of a catering truck shelter; and Phase II would consist of removal of the existing buildings, construction of a new 5,850 square foot retail building, construction of a new 450 square foot coffee shop with dual drive thru lanes, 26 parking stalls, and site upgrades. Your latest submitted plans depict these proposals. You also inquired if the proposed phasing concept should remain under the existing review processes or will require new processes. This letter is divided into two sections: the first addresses "Phase I" and the second addresses "Phase Il." Relevant comments from the Public Works Traffic and Engineering Divisions, as well as the Lakehaven Utility District are incorporated into both sections. In summary, rather than phasing the project, we would request that "Phase I" be submitted as a separate application. REUSE OF EXISTING BUILDING (PHASE 1) A. Review Process — According to submitted plans, Phase 1 involves reuse of the 767 square foot vacant drive through bank building as a fast food restaurant/coffee shop with drive through window and the addition of a fast food restaurant in a catering truck parked under a 192 square foot building. The subject site is located within the Community Business (BC) zoning district. Fast food restaurant uses are permitted in the BC zoning district as provided in Federal Way Revised Code (FWRC) 19.220.020, subject to Use Process II Site Plan Review; unless environmental review is required when it is subject to Process III (see #13.2 below). File #09-1044541-UP Doc. I.D. 52309 Mr. Eddie Linardic December 14, 2009 Page 2 of 6 Under FWRC 19.15.030, the City can review improvements or additions to existing developed sites 'ins' se Process I if the project complies with all of the criteria in FWRC 19.15.030(1)(a) through (fl: n�r include that there be no changes to the use, to the required landscaping, to the required parking, or to the approved architectural design. As proposed, several aspects of the proposed Phase 1 may not meet these criteria. Specifically, it appears that there is a change of use from a bank to a fast food restaurant (see discussion below) and the catering truck shelter is a change to the approved architectural design. Please note that if these criteria are not met, Phase I would not be eligible for Use Process I review, but would instead require Process II review. B. Change of Use — Various sections of the codes address "change of use." 1) FWRC —Under FWRC 19.05.030, a `change -of -use' is determined to have occurred when it is found that the general character of the operation has been modified. This determination shall include review of, but not be limited to, hours of operation, required parking, traffic generation, general appearance, outdoor storage, and surface water runoff or discharge. In order for staff to determine if the there are change of use impacts in converting from the drive- tbru bank facility to the drive thru coffee shop, additional information is needed about the former bank use and the proposed restaurant use. Please complete the table below to the extent you are able: General Previous Bank Use Proposed Restaurant Use More, Same, or Less Impact Character (1) Hours of operation: (2) Required parking:I 2 (3) Traffic generation: (4) General appearance: (5) Type, extent, or amount of indoor or outdoor storage: 1 Parking for retail use is 1 parking stall for each 300 SF of gross floor area under the FWRC. The 767 SF building requires 3 Parking stalls. Restaurant uses require 1 parking stall for each 80 square feet of gross floor area. The 959 SF of fast food restaurants require 12 parking stalls. There are 13 parking spaces proposed. File #08-1044541-UP Doc. I.D. 52309 Mr. Eddie Linardic December 14, 2009 Page 3 of 6 General Character Previous Bank Use Proposed Restaurant Use More, Same, or Less Impact (6) Constituents j of surface water discharge or runoff: 2) SEPA— Change -of -use may also be subject to review under the State Environmental Policy Act (SEPA). hi reviewing SEPA exemptions, WAC 197-11-800 is consulted. Pursuant to WAC 197- 11-800(2)(e), additions or modifications to or replacement of any building or facility exempted by subsections (1) and (2) of WAC 197-11-800 are exempt from SEPA review when such addition, modification, or replacement will not change the character of the building or facility in a way that would remove it from an exempt class. Also under WAC 197-11-800(e), the repair, remodel, maintenance, or minor alteration of existing private or public structures, facilities, or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; is exempt from SEPA review. If work proposed for Phase 1 does not meet the SEPA exemptions listed above, Phase I would require environmental review under SEPA. In addition, it would be then subject to Process III review. If SEPA review is required, public notice will be required as well as completion of an environmental checklist. C. Fees — As a stand alone application, `Phase F will require land use review with applicable fees. Depending on the review process, fees will be as follows: Process I Process II Process III SEPA S79.50 per hour $2,049.50 $2,392.50 $948.00 Note that all fees will increase by approximately 15% on January 1, 2010. D. Community Design Guidelines — Applications for remodeling and expansion of existing developments shall meet only those provisions of the design guideline chapter that are determined by the director to be reasonably related and applicable to the area of expansion or remodeling under FWRC 19.115.030, Applicability. This would apply to the existing bank building, identified as Building A on the floor plan and elevations. Any new improvements, including the Building B catering business, must meet current community design guideline standards. When submitting for a formal Phase 1 land use application, submitted plans must address the following: 1. Drive -Through — The existing drive-thru consists of four lanes and is proposed to be used in Phase I. Denote how many lanes will be used for the proposed fast food restaurant and show the stacking lane(s) for that drive-thru use. Identify what will be done to the "unused" drive-thru lanes and columns, and denote how non-drive-tbru areas will be secured to eliminate vehicle passage. File #08-1044541-UP Doc. I D. 52309 Mr. Eddie Linardic December 14, 2009 Page 4 of 6 2. Parking Stalls — The site survey depicts three existing parking stalls on the west side of Building A, along with one accessible parking stall. The site plan depicts all non -accessible parking stalls across the drive aisle from the restaurant and eliminates the three stalls adjacent to the building. Please explain what this paved area will be used for if it will not be used as parking. Pedestrian Pathway — The site plan depicts several of the existing parking stalls along the north side of the property realigned from 30 to 90 degree parking and a new landscape island is created. With this parking lot revision, a pedestrian crossing from the restaurant to these parking stalls should be incorporated. If traffic calming is desired, you could add a "speed table" into this pathway to slow vehicular traffic. The pedestrian pathway requirement would not apply if there were no changes to the parking stalls. 4. Design Continuity — FWRC 19.115.050 requires that project designers shall strive for overall design continuity by using similar elements throughout the project, such as architectural style and features, materials, colors, and textures. The catering truck is proposed to be parked under a building that consists of a pre -finished metal roof held up by four treated wood columns. Four foot tall lattice fencing lines the bottom of the structure, while the upper portions would be open to the catering truck service area. CUM walls are proposed to screen the new garbage enclosure. The existing building is a flat topped stucco building. As proposed, the exterior features of Building B catering truck and the new CMU walls of the garbage enclosure are inconsistent with the stucco building facade, and design continuity is not achieved by these additions. Building Articulation and Scale — As a new structure, Building B is required to meet a number of design guideline standards, including identified methods of articulation and accessory elements from FWRC 19.115.060(3), Building Articulation and Scale, since it will be visible from the right-of-way; and BC zoning district design guidelines of FWRC 19.115.090(1)(a) through (f). Please provide a written response to document how the proposed Building B meets the identified design guideline standards. Depict how the "short" ends of Building B are treated. 6. Labeling— Label Building B elevations as north, south, east, and west. 7. Garbage Enclosure — The garbage and recycling enclosure is proposed to be located over a private 20-foot storm drainage easement along the.west side of the property. The enclosure can only be located over the easement if the owner releases the area from the easement. ADDITIONAL `PHASE 1' COMMENTS: Public Works Development Services Division, Kevin Peterson, 253-835-2734 Public Works Development Services has the following comments on the Phase 1 proposal: The plans do not show how waste oil (if any) from the catering truck will be disposed. The applicant shall indicate if any waste oil will be generated and if so, how it will be discarded. Typically, waste oils are disposed of into the sanitary sewer system The applicant shall coordinate through the Lakehaven Utility District. File#08-1044541-UP Doc ID 52309 Mr. Eddie Linardic December 14, 2009 Page 5 of 6 Traffic Division, Sarady Long, 253-835-2743 Public Works Traffic Division has reviewed the proposed Phase 1 plan for the above project and provides the following comment: A concurrency evaluation is required for the fast food restaurant located in the previous bank building due to increase in the PM peak hour trips, and may be required for the fast food restaurant (coffee stand) if it is found to be a change of use. Without the proposed 200 square foot expansion of the catering truck, a concurrency permit may not be required The applicant will need to submit concurrency application in order for the traffic staff to determine the appropriate trip generation for the project. Building Division, Scott Sproul, 253-835-2633 Please note that if providing natural gas to power the catering truck, a mechanical permit will be required. This review of the Phase I work provides information consistent with information provided following a preapplication meeting. As such, a preapplication request for this action could meet FWRC 19.40.030, Exemptions. NEW BUILDINGS - ADDITIONAL INFORMATION REQUESTED (PHASE II) The following requests for additional information are based on a review of revised plans for the new retail and coffee shop project known as "Phase 2." According to submitted plans, Phase 2 consists of construction of two new buildings: the new 5,850 square foot retail building and the new 450 square foot coffee shop with dual drive through lanes with site improvements. Existing improvements would be demolished. Planning Division Design Guidelines — Under FWRC 19.115.090(1)(d), ground floor entrances to retail sales and services shall incorporate plaza features or furnishings; and/or streetscape amenities, in context sensitive amount. Please indicate how this requirement is met for the Phase 11 retail building by including details of any proposed amenities and furnishings to be included along the east facing facade. Be sure to add a scale and north arrow to all site plans (see page A-1.0). Public Works Development Services Division Phase 2 demolition of the existing building and construction of the new building requires the site to be brought into compliance for water quality treatment, as required under previous review comments. Traffic Division Phase 2 of the development was evaluated for concurrency under file 08-104544, with the formal Process III application. Please note that a traffic impact fee has been adopted by the Federal Way City Council with an effective implementation date of July 1, 2010. However, this development permit application with a concurrency application in conjunction with a complete land use application is already vested to the current pro-rata mitigation systern. File#08-1044541-UP Doe. to 52309 Mr. Eddie Linardic December 14, 2009 Page 6 of 6 Lakehaven Utility District, Brian Asbury, 253-946-5407 The applicant submitted to Lakehaven applications for Certificates of Availability; Lakehaven issued those certificates on 11/20/08. To date, the applicant has not yet submitted any applications for additional and or modified service connections as ultimately necessary and as indicated in comments previously provided by the Lakehaven Utility District. REvIEw CLOCK Please be advised that with the formal request for additional information for the Phase 2 work, the 120 day review clock is suspended with 32 days used,3 and it will be restarted within 14 days of the date of your complete response to this request. When resubmitting for the Process III application, please submit 4 copies of any reports and 7 copies of any revised plans along with the enclosed Resubmittal Information form. When submitting for the Phase I permit, please refer to the enclosed review checklist. PROJECT CANCELLATION Pursuant to FWRC 19.15.050, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. Under a recently adopted amendment to this code provision, no less than 30 days prior to the lapse of the 180-day notification by the City, the applicant may subnut a written request for an extension of the 180 day time limit. The request would be administratively reviewed and can be approved only if adopted criteria are met. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-835-2642. Sincerely, Deb Barker Senior Planner Enc: Master Land Use Application Process I, IL and III Handouts SEPA Checklist Mailing Label Handout Resubmittal Information Form FWRC 19.15.050 c: Sarady Long, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District 3 Based on: 11/2/09 + 14days = 11/16/09, and 12/14/09 minus 11/16/09 = 28 days + 4 days from previous clock = brings total used days to 32 days. File #08-1044541 -UP Doc 1.D 52309 CITY OF Federal Way ENVIRONMENTAL DETERMINATION OF NONSIGNIFICANCE PAC PLAZA REDEVELOPMENT File #08-104543-00-SE Related File #08-104541-00-UP Description of Proposal: Proposed demolition of an existing 736 square -foot building and site improvements, and the construction of a 6,000 square -foot commercial building containing 5,200 square feet of retail, 800 square feet of fast food restaurant with a drive through window, twenty-seven parking stalls, and site improvements on a previously developed property. Proponent: LDG/Architects, Edi Linardic, 1319 Dexter Avenue North, Suite 245, Seattle, WA 98109 Location: 27525 Pacific Highway South, King County Parcel #332204-9220 Lead Agency: City of Federal Way Contact: Deb Barker, Senior Planner, 253-835-2642 The Responsible Official of the City of Federal Way makes this decision based upon impacts identified in the environmental checklist, Federal Way Comprehensive Plan, Staff Evaluation for Environmental Checklist, and other municipal policies, plans, rules, and regulations designated as a basis for exercise of substantive authority under the Washington State Environmental Policy Act Rules pursuant to RCW 43.31 C.060. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment and an Environmental Impact Statement (EIS) is not required under RCW 43.2 1 C.03 2(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period. This decision may be appealed by filing a written appeal to the Federal Way City Clerk within 14 days of issuance. Details of the appeal procedures may be obtained at the Department of Community Development Services. Responsible Official: Greg Fewins Position/Title: Director of Community Development Services Address: 33325 8'h Avenue South, PO Box 9718, Federal Way, WA 98063-9718 Date Issued August 26, 2010 Signature:,` Doc. I.D. 54821 ..� a g•s-G p i n �3,=��I�l � p gay � ion R•� 2iL moa J aW (n'344 a U w@'1�; •m ni mO Q O p m H o a a ILL co �° An �E Aso —•• � �Ys�r3 �lv�� e�af�b •� ®I�i���l'��� � ' -I a M� I t� 1. m $? a - _ ---- —? 1 3_- '-e; LLI LIJ •1� J _:m mod _ i<�.. z' a' = a; - �- ib E 0. H 0 I L1.. t17 ALL' EX PT. IT PAGE_ ,..0�_ E 00. CL u CL Ilk- LP R ;lw WIZ -!VA li Al ;U S id LIAC uu R 'OKU'l-M ea U L(7w V RECEI\i'- cm OF FEDER EX 1: P IT c. DS PAGE-L.CF I 1, i EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT A. Background 1. Name of proposed project, if applicable: Pac Plaza 2. Name of applicant: LDG/Architects 3. Address and phone number of applicant and contact person. 1319 Dexter Ave. N., Suite 245 Seattle, WA 98109 (206) 283-4764 Contact: person: Edi Linardic 4. Date checklist prepared: 6-1-2010 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): Start construction of the project first quarter of 2011 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared or will be prepared, directly related to this proposal. None. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. RESUBMITTED JUNA 2 2010 CITY OF FEDERAL WAY BUILDING DEPT. 2 EVALUATION FOR AGENCY USE ONLY 10. List any government approvals or permits that will be needed for your proposal, if known. SEPA, Process III, and building permit. 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The existing structure will be removed and a new 6,000 sq. ft. retail building with a proposed drive thru window will be constructed. The existing swale will be replaced with a new underground storm filter system that will connect to existing storm system 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Address: 27525 Pacific Ave So B. Environmental elements 1. EARTH a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Less than 5%. C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, much)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sandy gravel d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications of any unstable soils. 3 EVALUATION FOR AGENCY USE ONLY e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. To be determined Could erosion occur as a result of clearing, construction or use? If so, generally describe. No. During construction an accepted erosion control methods will be utilized g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt, concrete or building)? 74% Proposed measures to reduce or control erosion, or other impacts to the earth, if any: There will be an erosion control plan submitted as part of our building permit set 2. AIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if know. There will be some dust during construction. The type of emissions that could be emitted would be from automobile/trucks both during and after construction. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. C. Proposed measures to reduce or control emissions or other impacts to air, if any: There are no measures proposed at this time to mitigate automobile emissions, due to the minimal emission. 3. WATER a. Surface 4 EVALUATION FOR AGENCY USE ONLY 1). Is there any surface water body on or in the immediate vicinity of the site including year-round and seasonal streams, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface withdrawals or diversions? Give general description, purpose, and approximate quantities of known. M 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6) Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated of discharge. None. We do not expect any waste material to be discharged to surface water. b. Ground. 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. None other then what may infiltrate thru the detention pond 5 EVALUATION FOR AGENCY USE ONLY 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals; agricultural; etc.). Describe the general size of the system, the number of such system, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The project will use a simple catch basin system to collect surface water This will be directed to a storm filter system and collected to a grass swale. 2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None. 4. PLANTS a. Check or circle types of vegetation found on the site: _deciduous trees: alder, maple, aspen, other: _evergreen trees: fir, cedar, pine, other: _shrubs _grass _pasture _crops or grain _wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other _water plants: water lily, eelgrass, milfoil, other _other types of vegetation What kind and amount of vegetation will be removed or altered? There are no significant trees located on site. All existing misc landscaping will be removed C. List threatened or endangered species known to be on or near the site. None. 6 EVALUATION FOR AGENCY USE ONLY d. Describe proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will be provided according to the zoning requirements. 5. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: none mammals: deer, bear, elk, beaver, other: none fish: bass, salmon, trout, herring, shellfish, other: none b. List any threatened or endangered species known to be on or near the site. None. C. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas heating systems installed with electric powered lighting and cooling units. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. 7 EVALUATION FOR AGENCY USE ONLY What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy efficient lighting would be installed as well as energy efficient heating systems per Washington Energy Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. No. 1) Describe special emergency services that might be required. Police, fire dept. in case of emergency. 2) Proposed measures to reduce or control environmental health hazards, if any. Tenants will have to adhere to all required codes to minimize any environmental health hazard and provide a plan to control such event. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? General traffic noise generated by cars and trucks along Pacific Hwy So. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? indicate what hours noise would come from the site. Short time noise would be construction related, expected hours of operation would be 7:00 a.m.-5:00 p.m. ST. Long term noise would be general car and truck traffic noise during business hours. 3) Proposed measures to reduce control noise impacts, if any: The noise impacts generated by this project are not unlike other uses in this area. 8 EVALUATION FOR AGENCY USE ONLY 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is vacant and zoned BC (Commercial Business) South is existing retail North is existing retail West is existing retail East is existing commercial (Park and Ride) b. Has the site been used for agriculture? If so describe. No. C. Describe any structures on the site. An existing 800 sq. ft. enclosed building with an attached canopy and a screening structure for a catering truck as well as a dumpster enclosure. d. Will any structures be demolished, if so, which ones? Yes, An existing 800 sq. ft. enclosed building with an attached canopy and a screening structure for a catering truck as well as a dumpster enclosure. e. What is the current zoning classification off the site? BC f. What is the current comprehensive plan designation of the site? Business Commercial g. If applicable, what is the current shoreline master program designation of the site? None. h. Has any part of the site been classified as an "environmental sensitive" area? If so, specify. M 9 EVALUATION FOR AGENCY USE ONLY i. Approximately how may people would reside or work on the completed project? Approximately 8 people will work in the new project once it is complete. j. Approximately how may people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The architecture will be compatible with the surrounding uses. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None. C. Proposed measures to reduce or control housing impacts, if any: None. 10. AESTHETICS a. What is the tallest height of any proposed structures(s), not including antennas; what is the principal exterior building material(s) proposed? Approx 29' 10 EVALUATION FOR AGENCY USE ONLY b. What views in the immediate vicinity would be altered or obstructed? None. C. Proposed measures to reduce or control aesthetic impacts, if any: Use of landscaping around the building, use horizontal lines to break up the height, setting building away from the property lines to minimize its impact from the street. The use of building modulation and canopies 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Lighting in the parking lot area during evening hours. Shielded lights will be proposed to minimize spill over to the adjacent properties. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Provide shielded lights so there will be no spill over to adjacent properties. 12. RECREATION a. What designated and informal recreational opportunities are on the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. M 11 EVALUATION FOR AGENCY USE ONLY C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. C. Proposed measures to reduce or control impacts, if any; None. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed site is served by Pacific Hwy So b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. Approx 100 feet C. How many parking spaces would the completed project have? How many would the project eliminate? 27 stalls will be provided. 13 removed 12 EVALUATION FOR AGENCY USE ONLY d. Will the proposal require any new roads or streets, or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). No additional frontage improvements are needed. The site access and signaled intersection are existing e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Zan How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Unknown g. Proposed measures to reduce or control transportation impacts, if any: None. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, but no more than comparably sized developments. No additional fire service would be required except in case of emergency. There should not be any additional requirements for police or health care. b. Proposed measures to reduce or control direct impacts on public services, if any. Provide monitored security, smoke and fire detection, and well -lit pathways and building entrances. 13 EVALUATION FOR AGENCY USE ONLY 16. UTILITIES Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. All of the above circled utilities will be utilized by the new facility for the same reasons the existing facility used them. Electricity for HVAC and lighting natural gas for HVAC, water for fire protection, domestic service, garbage, telephone and sanitary sewers will be used. C. Signature The above answers ajpe true and complete to the best of my knowledge. I understand that the City of Federa ay is relying them to make its decision. Signature: Date Submitted: "1 0 Pac Plaza Redevelopment Existing Use LU 912 Drive-in Bank 47% Pass -By 27.41 Trips per Drive-in Lane Trip Gen = (27.41 * 3 Drive-in Lanes) = 82 Pass -by Trip Credit = 39 Net Trips = 44 Proposed Use 5,200 sq. ft. Retail 800 Coffee/Donut shop with Drive-thru Trip Gen (Coffee Shop) LU 937 (Coffee/Donut Shop with Drive-thru) 42.93 trips per 1,000 sq. ft. = (42.93 * 0.8) = 34 Pass -by Trip Credit (50%) = 17 Total Trips = 17 Trip Gen (Retail) LU 814 (Specialty Retail) 2.71 trips per 1,000 sq. ft. = (2.71 * 5.2) =14 Pass -by Trip Credit (0%) 0 Total Trips = 14 Total New Trips 31 Net New Trips = -12 00 w� �..7 �r C �5 �wt,rc-� �a .-� Li . rG j -e c ✓ .c.,r�€ h G L�- CITY OF Federal Way DATE: February 2, 2010 MEMORANDUM Public Works Department TO: Deb Barker, Senior Planner FROM: Sarady Long, Senior Transportation Planning Engineer `= SUBJECT: PAC PLAZA RETAIL REDEVELOPMENT - (08-104541-00-UP) 27525 PACIFIC HWY S Public Works Traffic Division has the following comments on the January 281h re -submittals for the proposal to demolish an existing Drive-in Bank and replace with a Fast Food Restaurant and Coffee/Donut shop (Phase I): 1. ITE Land Use code LU937 (Coffee/Donut Shop with Drive -Through window) and LU933 (Fast Food Restaurant with Drive -Through Window) is reasonable for the proposed use. However, the proposed pass -by rate of 89% for LU937 is not acceptable. Per the ITE handbook, the 89% pass -by is for an espresso stands (drive -through window with no indoor seating), which is not consistent with the proposed development. Staff recommends using a pass -by of 50% from LU 933 for the proposed Coffee/Donut Shop with Drive -Through window. 2. With the recommended 50% pass -by percentage for LU 933, the project is expected to generate 8 new PM trips. As such, a concurrency is required for the development. Staff would allow impact fee credit for Phase I equal to the current impact fee rate of the current use for future Phase II. 3. Please address item 3 from Feb. 9, 2009. Please identify queues for the site including potential conflict with any existing queues from McDonald's. 4. Phase 2, demolition of the existing building and construction of the new building may require the site to be brought into compliance for access and street connectivity as the signal at SR 99 is the only full access. L:\CSDC\DOCS\SAVE\5558904047. DOC LINARDIC DESIGN GROUP 1319 DEXTER AVE. N. A SUITE 245 A SEATTLE, WA 98109 TELEPHONE A 206-283-4764 FAX A 206-283-1293 January 12, 2010 Deb Barker, Senior Planner City of Federal Way 33325 8th Avenue South, PO Box 9718 Federal Way, WA 98063-9718 Re: #08-104541-000 P Find response to the letter dated 12/14/09. B. Change of use. Find completed table describing impacts that the proposal will create. General Character Previous use Proposed uses Hours of operation 9AM-6PM coffee shop 5AM-7PM taco stand ! 11AM-8PM Reauired parkin Traffic generation General appearance Type, extend or amount of indoor or outdoor storage Constituents of surface water discharge or runoff. 3 stalls(754/300) 112 stalls(994) 11 PM trips* _8 PM trips ** *** Stucco finish Stucco finish none I none sheet flow to swale I no Im more Tore more (14 stalls were provided for existing use) less same same same *per ITE trip Gen Manual 8th edition, Bank(LU912), trip rate 25.82/KSF & pass -by rate 47% **per ITE trip Gen Manual 8th edition, Bank(LU937), trip rate 42.9325.82/KSF & pass -by rate 89% ***per ITE trip Gen Manual 8th edition, Bank(LU933), trip rate 26.15/KSF D. Community Design Guidelines. 1. Drive -through — There are four existing drive thru lanes of which one will be used by the coffee shop and the other three will be converted to outdoor seating and landscaping. 2. Parking stalls - Three stalls located near the swale will be eliminated since the proposed catering truck will be located there. We will restripe all of the stalls since most of the stripes are pretty faded. RESUBMITTED JAN 15 2010 CITY OF FEDERAL WAY BUILDING DEPT. 3. Pedestrian Pathway — We will restripe all of the parking stalls but not change the existing configuration thus new pathway would no be required. 4. Design Continuity - The revised proposal calls for a new building that will house the catering truck. The wall will match existing building and the dumpster will be relocated per attached plan. 5. Building Articulation and Scale - The proposed building will have 6. Labeling - See attached elevations. 7. Garbage Enclosure — see new proposed dumpster location. Public works comments: The catering truck has its own tanks that store waste oil and waste water and truck would not be connected to the sewer system. Once the tanks are full they are drained and taken to disposal site. Traffic division comments: The proposal will reduce the total PM peak traffic by three trips (see B. above.) Building Division comments: The truck will use electricity and a new hook will be provided from existing electrical panel. New building (phase II): The project description is for prior submittal. At the last meeting we dropped off a revised plans showing a single one story retail building with a drive-thru lane located on the west side of the proposed building. We have not formally submitted these and were under impression that you were going to review those plans and give us comments. Let me know if we need to formally submit revised phase II plans. I will wait for you comments once you had a chance to review the revised plans. If you have any questions do not hesitate to call. Sincerely, Ed Linardic RESUBMITTED JAN 1 5 2010 2 CITY OF FEDERAL WAY BUILDING DEPT. CITY OFFederal Way DATE: December 2, 2009 TO: Deb barker FROM: Sarady Long MEMORANDUM Public Works Department SUBJECT: PAC PLAZA RETAIL REDEVELOPMENT - (08-104541-00-UP) 27525 PACIFIC HWY S Public Works Traffic Division has reviewed the proposed phasing plan for the above project and provides the following comments: 1. A concurrency evaluation is required for the proposed phase I due to increase in PM trip. Without the proposed 200 SF expansion a concurrency permit may not be required. The applicant will need to submit concurrency application for staff to determine the appropriate trip generation for the project. 2. Phase II of the development would be evaluated for concurrency at such time the applicant submits for applicable development permits. Please note, traffic impact fee has been adopted by City Council with an effective implementation date of July 1, 2010. Any development permit application with a concurrency application in conjunction with a complete land use application is vested to the current pro-rata mitigation system. L: \CSDC\DOCS\SAVE\32356805091. DOC CITY OF Federal Way DATE: October 21, 2009 MEMORANDUM Public Works Department TO: Deb Barker FROM: Kevin Peterson SUBJECT: PAC PLAZA RETAIL REDEVELOPMENT - (08-104541-00-UP) 27525 PACIFIC HWY S Public Works Development Services has the following comments on the latest (Sept 25, and Oct 13) re - submittals: 1) The plans do not show how waste oil (if any) from the catering truck will be disposed. The applicant shall indicate if any waste oil will be generated, and if so, how it will be discarded. Typically, waste oils are disposed of into the Sanitary Sewer system. The applicant shall coordinate through Lakehaven Utility District. 2) No additional drainage issues are triggered with this phased proposal. Phase 2, demolition of the existing building and construction of the new building requires the site to be brought into compliance for water quality treatment, as required under previous review comments. MEMORANDUM Community Development Services Department DATE: October 5, 2009 TO: Kevin Peterson Soma Chattopadhyay Chris Ingham Scott Sproul FROM: Deb Barker SUBJECT: Resubmittal #03 (08-104541-00-UP) for new PHASE I PAC PLAZA RETAIL REDEVELOPMENT, 27525 Pacific Highway South REPLY BY: October 14, 2009 The applicant is interested in revising the retail development into a phased project. Phase I is to change the use of the existing bank building with a drive -through into a coffee shop with a drive -through. Phase II of the project would be the demolition of the existing building and construction of a new retail building with free-standing coffee shop development as depicted on submitted plans currently under review. Please find the following: ■ Cover letter dated September 25, 2009 prepared by Mike Baily • Revised site plan sheet A-1.0, dated Sept 25, 2009 showing conversion of the existing bank drive through into coffee shop. Existing and proposed parking and landscaping identified as well. • Proposed elevations for existing building (sheet A-2.0) ■ Revised landscape plan prepared by Ken Loney dated September 25, 2009 This is a new concept for this project, and would initially be a change of use from the bank to the restaurant. Let me know if you would like to meet internally to review the phasing request. THANKS Deb Barker From: Mike Baily [mike@ldgarchitects.com] Sent: Monday, November 02, 2009 3:54 PM To: Deb Barker Subject: RE: Pac Plaza - 08-104541-00-UP Attachments: CATERING TRUCK SPECS.pdf; CATERING TRUCK FLOOR PLAN.pdf Hi Deb, I was able to find sortie pretty good information on the catering truck. These units are fully self contained, the only provision that needs to be taken tare of is a commissary agreement to have access to the rest room in the existing, building, which of course will not be a problem. Thank you Mike Baily LDG Architects From: Deb Barker[mailto: Deb. Barker@cityoffederalway.com] Sent: Wednesday, October 28, 2009 9:24 AM To: 'Mike Baily' Subject: RE: Pac Plaza - 08-104541-00-UP Sure Mike. I am available today (Wednesday) and Friday for meetings, as well as all next week. What works for you? Regards Deb Barker, Senior Planner City of Federal Way 33325 8th Avenue South, PO Box 9718 Federal Way, WA 98063-9718 253-835-2642 (p) 253-835-2609 (f) - ,4 i_-_�axl e¥ #_#,ytfff:---------------------------------- From: Mike Baily [mailto:mike@ldgarchitects.com] Sent: Tuesday, October 27, 2009 4:10 PM To: Deb Barker Subject: RE: Pac Plaza - 08-104541-00-UP Hello Deb, Could we make an appointment to come in to see you? I would line to go over the Phase I and Phase 11 schemes with you. We have a lot better handle on what we will and can do. ('here is no more drive up building in the front of the property), Thank you Mike Bally RECEIVED NOV 0 2 2009 CITY OF FEDERAL WAY CDS LDG Architects From, Deb Barker (rx ailto: Deb. Barker@cityciffederalway„om] Seat: Tuesday; October :13, 2009 4.2.8 PM To: `Mike Baily' Subject: RE: Pac. Plaza - 08-:1.04- 541-B7-UP Mike -Thanks far the letter. Say, do you have any photos of the existing truck? They do the cooking inside the truck, or is cooked food driven to the site in the truck each clay? Is there any outdoor seating or would the seating for the truck be inside the old bank? Regards Deb Barker, Senior Planner City of Federal (`Jay 33325 8th Avenue South, PG Box 9718 Federal Way, WA 98063-97:1.8 253-835-2642 (P) 253-835-2609 (f) deb _barker(���iiyrcr# �d r fw Y:r n2 From: Mike Baiiy [3,nailto:niike@ lclgarci-tite+:.ts.coni; Sent: Tuesday, October :13, 2009 3:52 PM To. Deb Barker Subject: Par. Plaza - 08-:1.84.541.-00-UP Hello Deb, Enclosed is additional information on the additional structure for the catering truck buNding. Thank you Dike Daily LDG Architects It c a � O � Q x e U1 E a cr a U� LLI a L 1 u- o Q U w- Z LLJ --a N a) C as Y O O co 0) E [ [ [ [ [ [ I o ! U S l L° il_._J � ua�Q tiui�uoJ JJ L'iJJ mo;eE 40WH edeosg [ tl lanes J:JCIa>�aJ€3d liV z ��+ 0 Large griddle with safety shut-off valves 0 Stainless steel two -basket deep -fryer 0 Large gas operated warming oven with automatic thermostat control 0 Stainless -steel steam table with 12 one -quarter -sized pans 0 Three -door mechanical sandwich refrigerator 0 Refrigerated cold -sandwich box 0 6500 Watt LP generator 0 Large stainless -steel ice chest with three display shelves o One 10-gallon coffee urn with hot water jacket 0 Stainless steel hood with three dual -speed fans *Automatic Ansul fire suppression system 0 Three -compartment stainless steel dish -wash sink 0 One -compartment stainless steel hand -wash sink 0 Soap & towel dispensers 0 Two napkin & two straw 0 Stainless steel shelving & dry storage compartments 0 Interior/exterior trash compartments with removable bins 0 Solid one-piece aluminum service counter 0 Four to five screened top -vents 0 One to two deep cycle batteries 0 Interior fluorescent lighting system 0 Exterior service -door lighting system 0 30-gallon fresh -water tank 0 45-gallon wastewater tank 0 17-40 gallon wastewater tank for coffee & ice -chest 0 One 30-gallon LP tank 0 Three FDA -approved cutting boards 0 Large menu board 0 One emergency exit 0 Fire extinguisher 0 First -aid kit 0 Back-up warning buzzer o Three -trumpet horn *All visible areas constructed of stainless steel 0 Options: Microwave; Freezer; Air Conditioner; Chrome Package; etc. (additional costs apply). 2008 14,100 GVW Grumman Olson Body/Workhorse Chassis Step -Van & 16' Kitchen: $101,800.00 Plus tax, license and delivery. 2008 14,100 GVW Dual -Axle Trailer & 16' Kitchen: $70,000.00 Plus tax, license and delivery. 16' Catering Kitchen Manufactured Onto Used or Preexisting Truck or Trailer: $58,800.00 Plus tax, license, delivery and purchase price of truck or trailer. Please Note: Fire sprinkler systems are required in newly manufactured or refurbished mobile kitchens intended for operation within the State of California. We have worked diligently to provide our customers with the best available protection at the lowest possible price. A certified Ansul Wet/Dry Fire Suppression System is priced at $2,200.00. Out-of-state customers may request exclusion of the systems and deduct $2,200.00 from pricing quoted above. Pricing & Specifications Subject to Change. 1319 DEXTER AVE. N A October 13, 2009 City of Federal Way 33325 8" Ave So Federal Way, WA 98063 LINARDIC DESIGN GROUP SUITE 260 A SEATTLE, WA 98109 -TELEPHONE A 206-283-4764 FAX A 206-283-1293 RE: Pac Plaza 27525 Pacific Ave so Narrative Summary- additional information on added building Site Design: The site will remain the same with the exception of added landscaping to update the existing portion to code; the access for the catering truck will be located on the same side as the drive thru for the existing building (south side). Some landscaping was shown and should be eliminated Building Design: The new proposed building is a simple sloped metal roof structure approx 10' x 24' x 13' tall supported by four corner posts. This is to allow a self contained catering food truck access and provide the required screening per code to conduct business as a fast food establishment. Water, Power, and Waste connection will be made to the existing utilities on site Thee is no public entrance to the food truck, all food will be delivered to persons waiting on grade adjacent to the structure. The fast food hours will mainly revolve around lunch and dinner approx 11:00 am to 8 pm If there are any questions please do not hesitate to call. Sincerely, Linardic Design Group/Architects Mike Baily MB:Ib FtECEIi/ED NOV 0 2 2009 CITY OF FEDED A WAY CUS qbml� -NNW� w0 1319 DEXTER AVE. N AL LINARDIC DESIGN GROUP suITE 245 A SEATTLE, WA 98109 TELEPHONE 206-283-4764 FAX 206-283-1293 September 25, 2009 Deb Barker City of Federal Way 33530 1 st Way So Federal Way, WA 98063 Pac Plaza 27525 Pacific Highway South Project # 08-104541-00-UP Existing conditions: 1. The site is zoned BC and the comp plan is business commercial. 2. 800 SF vacant building (last permitted use was bank) with 3 drive -up bays and 19 on grade parking stalls. 3. Present access to the site is either to the east (Pacific Hwy S) or west to 16t" Ave S by means of access easement granted to the this property. 4. The site does have perimeter landscaping which does not meet the requirements for type III. 5. The drive -up lanes do not have required landscape screening as required per code. 6. The existing parking lot has sufficient number of stalls to support existing use (bank). 7. The parking lot has lighting which with sufficient capacity to meet the energy, electrical code and the height of lights meets the zoning code. 8. The building does comply with the building code and not with the energy code. Since proposed remodel will be less then 50% of its value it does it need to be upgraded to the present code. 9. The storm drainage, sewer, power and water are existing and will not be altered Proposed changes: Phase I 1. Change the use of the existing building from bank to fast food restaurant. Hours of operation for the proposed use will be from 5:00 AM to 7:OOPM. (Existing use was from 10:OOAM to 6:OOPM). No change in amount of outdoor or indoor storage. 2. Upgrade the perimeter landscaping to meet the present code (19.125) 3. Add landscape screening to drive -up lane.(19.125) 4. Restripe the parking lot to meet the present code (19.130) Parking requirements have been reduced from 19 stalls to 13 and from 3 drive -up lanes to 1. 5. Add landscaping in parking areas to meet the present code. (19.125) 6. Addition to the existing building that will house a fast food restaurant. (No change to existing building) 7. Add outside seating area and pedestrian connection to the ROW. 8. Signage for the propose building will be permitted under separate permit.(19.140) RESUBMITTED SEP 2 5 2009 CITY OF FEDERAL WAY BUILDING DEPT. Phase II 1. Demo existing building and construct new retail building as shown on plans that were submitted under process III. (08-104541-00-UP) It there are any questions do not hesitate to call Sincerely, kgn Group/architects Mike Baily MB:Ib 2 6 1., - --- LC LINARDIC DESIGN GROUP 1319 DEXTER AVE. N. A SUITE 260 A SEATTLE, WA 98109 TELEPHONE A 206-283-4764 FAX A 206-283-1293 August 6, 2009, 2009 Deb Barker City of Federal Way 33530 1 n Way So Federal Way, WA 98063 RE: Pac Plaza 27525 Pacific highway South Proj # 08-104541 -00-U P Dear Deb, Enclosed are the corrections you requested for the above mentioned project per your comments dated February 3, 2009 Site plan: 1. The parking for the site has the correct number of stalls for the proposed uses. 2. The access to the west has been removed. 3. The west portion of the site is now shown as landscape, originally when there were doors at the rear of the building it was paved for loading purposes. The doors are not need so landscaping will cover the area that is not used for parking. 4. The garbage enclosure is approx 280 sq. ft. and has been revise to be accessed with front load service. 5. We have provided a waste receptacle near the drive up coffee building Community Design Guidelines: 1. We will provide the type three landscaping to screen the westerly drive-thru lane in addition to providing an "architectural wall" consisting of a 5 to 6 foot tall broken face CMU or brick along with a trellis element on top. This will be placed in the narrower areas where type three landscaping cannot be provided. 2. Pedestrian connection to the north property will be located at the north along the storefront of the proposed retail building. This seems to be the only logical choice since there is a drive thru lane for McDonalds that separates any continuation between the two properties. Connection to the South is shown near the plaza. The property to the south has building along the property line except for this area. 3. The retail building has been modified to reflect "modulation" on the east elevation. The west fagade will be provide with landscaping as well as some steel trellis work adjacent to the rear parking, where landscaping will not work. The north and south are under the 60' minimum threshold 4. As mentioned earlier an architectural element consisting of a solid mass wall augmented with a trellis feature will provide protection and enhance the visual aspect of the plaza area. RESUBMITTED AUG 0 7 2009 CITY OF FEDERAL WAY BUILDING DEPT. 5. The project is committed to providing two drive lanes for the coffee establishment. We fill that the corrections made here will satisfy the code requirements. Landscaping: 1. 5' of landscaping is provide along the perimeter of the site, with the exception of the southwest corner. There is a maneuvering easement for the southerly building and a portion of the south property line must remain paved. 2. A revised mix of evergreen and deciduous trees have been provided 3. The planting material that separates the parking from the right of way have been revised to provide a min of three feet in height screening at planting. 4. A quantities list of planting has been added to the landscape plan. 5. A note stating that "ground covers shall extend throughout the entire planting are to achieve full coverage within three years, including under trees" 6. The refuse enclosure area now has 5' of landscaping. 7. Landscaping and a decorative trellis have been added to the blank walls 8. Shrubs have been added to interior landscape islands Traffic: 1. A revised traffic report will be forthcoming If there are any questions please do not hesitate to call. Sincerely, Li r dic Design Group/Architects Mike Baily MB:Ib RESUBMITTED AUG 0 7 2009 CITY OF FEDERAL WAY BUILDING DEPT. 4ik CITY OF 40'::tSP Federal Way DATE: Feb 9 h, 2009 TO: Deb Barker FROM: Soma Chattopadhyay MEMORANDUM Public Works Department SUBJECT: PAC PLAZA RETAIL REDEVELOPMENT - (08-104541-00-UP) 27525 PACIFIC HWY S Following are the comments after reviewing the Queuing Analysis Report and Plan submitted on Jan 21 st, 2009: 1. City requires 3 studies for coffee shop. Big Foot Java in Everett is one. Please document two more studies for trip generation calculation following ITE procedure. 2. Please provide PM peak hour trip generation if ITE trip generation is not acceptable for concurrency analysis. In that case city requires three studies from similar type land use following ITE procedure. Please note City is holding your concurrency application to finalize the trip generation. 3. Please analyze the queue in McDonald site with and without the project and show the queue at McDonald for both the scenario. 4. Please perform capacity analysis with and without scenario for S 27601 PI and Pac Hwy. 5. Please mention in your report what type of retail store. 6. Please eliminate parking stalls 1 to 4 and 23 and 24 as these stalls will create safety problem with ingress and egress traffic to the site and Big Boot Java. '•-N . 1 41k CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.dtyo f federalway.cor - 5 DECLARATION OF DISTRIBUTION l hereby declare, under penalty of perjury of the laws of the State of Wash' gton, th t a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) 0 Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or X posted to or at each of the attached addresses on f t L} - 2009. Project Name w C. File Number(s) Signature / Date KAIntern\Declaration of Distribution with Posting Sites.doc/Last printed 2/6/2009 11:56:22 AM Postin Sc iL tes: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 St Way South Federal Way 320th Branch Library - 848 South 320th Street Subject Site - 27525 Pacific Hwy South K:\Intem\Declaration of Distribution with Posting Sites.doc/Last printed 2/6/2009 11:56:22 AM CITY QF Federal Way NOTICE OF LAND USE APPLICATION AND NOTICE OF OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Pac Plaza Retail and Coffee Shop Project Description: Proposed 5,850 square -foot retail building with detached 450 SF coffee shop with drive-thru lanes, 26 parking stalls, and site improvements on a 29,973 square -foot site. Project includes demolition of existing building. Applicant: LDG Architects, 1319 Dexter Avenue North, Suite 260, Seattle, WA 98109 Project Location: 27525 Pacific Highway South, Federal Way, WA Date Application Received: September 25, 2008 Date Determined. Complete: January30, 2009 Date of Notice of Application: February 7, 2009 Comment Due Date: February 23, 2009 Permits Required by This Application: Process III Approval (File #08-104541-00-UP), Environmental Review (File #08-104543-00-SE), Concurrency (File #08-104544- 00-CN) Other Permits Known at this Time and Not Included in This Application: none Existing Environmental Documents: SEPA Checklist, Technical Information Report, Concurrency Relevant Environmental Documents Are Available at the Address Below: X Yes _ No Development Regulations to Be Used for Project Review Known at this Time: Federal Way City Code (FWCC) Chapters 18, 21, and 22 Optional Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an Environmental Impact Statement (EIS) will not be required under RCW 43.21C.030(2)(c). The City anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process in WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. (In addition, the lead agency may choose to maintain a general mailing list threshold determination distribution.) Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Land Use Application and Notice of Optional Determination of Nonsignificance. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on February 23, 2009. Persons who submit written comments to the Director, or specifically request a copy of the decision, may appeal the Process III decision. However, any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested land use decision will be included with the written decision. Issuance of Final Environmental Determination: The final Determination of Nonsignificance may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional Determination of Nonsignificance. A copy of the Determination of Nonsignificance may be obtained upon request. Consistency with Applicable City Plans and Regulations: Development of the site is subject to all applicable City codes and regulations, including FWCC Zoning, Environmental Protection, Landscaping, Community Design Guidelines, Environmental Protection, and Planning and Development Chapters. The official project file is available for public review at the Department of Community Development Services, 33325 81h Avenue South, PO Box 9718, Federal Way, WA 98063-9718. City Staff Contact: Deb Barker, Senior Planner, 253-835-2642 Published in the Federal Way Mirror on February 7, 2009. CITY OF 4A Federal Way NOTICE OF LAND USE APPLICATION AND NOTICE OF OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Pac Plaza Retail and Coffee Shop Project Description: Proposed 5,850 square -foot retail building with detached 450 SF coffee shop with drive-thru lanes, 26 parking stalls, and site improvements on a 29,973 square -foot site. Project includes demolition of existing building. Applicant: LDG Architects, 1319 Dexter Avenue North, Suite 260, Seattle, WA 98109 Project Location: 27525 Pacific Highway South, Federal Way, WA Date Application Received: September 25, 2008 Date Determined Complete: January 30, 2009 Date of Notice of Application: February 7, 2009 Comment Due Date: February 23, 2009 Permits Required by This Application: Process III Approval (File #08-104541-00-UP), Environmental Review (File #08-104543-00-SE), Concurrency (File #08-104544-00-CN) Other Permits Known at this Time and Not Included in This Application: none Existing Environmental Documents: SEPA Checklist, Technical Information Report, Concurrency Relevant Environmental Documents Are Available at the Address Below: X Yes _ No Development Regulations to Be Used for Project Review Known at this Time: Federal Way City Code (FWCC) Chapters 18, 21, and 22 Optional Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an Environmental Impact Statement (EIS) will not be required under RCW 43.2 1 C.030(2)(c). The City anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process in WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. (In addition, the lead agency may choose to maintain a general mailing list threshold determination distribution.) Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Land Use Application and Notice of Optional Determination of Nonsignificance. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on February 23, 2009. Persons who submit written comments to the Director, or specifically request a copy of the decision, may appeal the Process IlI decision. However, any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested land use decision will be included with the written decision. , Issuance of Final Environmental Determination: The final Determination of Nonsignificance may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional Determination of Nonsignificance. A copy of the Determination of Nonsignificance may be obtained upon request. Consistency with Applicable City Plans and Regulations: Development of the site is subject to all applicable City codes and regulations, including FWCC Zoning, Environmental Protection, Landscaping, Community Design Guidelines, Environmental Protection, and Planning and Development Chapters. The official project file is available for public review at the Department of Community Development Services, 33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063-9718. City Staff Contact: Deb Barker, Senior Planner, 253-835-2642 Published in the Federal Way Mirror on February 7, 2009. Doc. IM 48830 06 CD U a w Li N vc°c O CIS cu Q C x LLO LL ❑ o a� L �� oo :t� z g,E2 0O LL 16 TO :3� OO i aca O °3 0. � o } � Z a�o U LL o IL 2 S' CI] Q. O d s Cl) O 0 �' o *= V U) U VA 44 �a �LO NN 2 F� to 4! CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.ciiyoffederalway.corr? DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was 'Rmailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on 2009. Project Name �'!'C- V _Ia � A& I — File Number(s) C7 S-- I h y!g r) _ 0 2- l e y s y y Signature Date K:\CD Administration Fles\Declaration of Distribution.doc/Last prinled 1 /5/2D09 3:44:00 PM .i CITY OF " Federal Way NOTICE OF LAND USE APPLICATION AND NOTICE OF OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Pac Plaza Retail and Coffee Shop Project Description: Proposed 5,850 square -foot retail building with detached 450 SF coffee shop with drive-thru lanes, 26 parking stalls, and site improvements on a 29,973 square -foot site. Project includes demolition of existing building. Applicant: LDG Architects, 1319 Dexter Avenue North, Suite 260, Seattle, WA 98109 Project Location: 27525 Pacific Highway South, Federal Way, WA Date Application Received: September 25, 2008 Date Determined Complete: January 30, 2009 Date of Notice of Application: February 7, 2009 Comment Due Date: February 23, 2009 Permits Required by This Application: Process III Approval (File #08-104541-00-UP), Environmental Review (File #08-104543-00-SE), Concurrency (File #08-104544-00-CN) Other Permits Known at this Time and Not Included in This Application: none Existing Environmental Documents: SEPA Checklist, Technical Information Report, Concurrency Relevant Environmental Documents Are Available at the Address Below: X Yes No Development Regulations to Be Used for Project Review Known at this Time: Federal Way City Code (FWCC) Chapters 18, 21, and 22 Optional Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an Environmental Impact Statement (EIS) will not be required under RCW 43.21C.030(2)(c). The City anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process in WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. (In addition, the lead agency may choose to maintain a general mailing list threshold determination distribution.) Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Land Use Application and Notice of Optional Determination of Nonsignificance. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on February 23, 2009. Persons who submit written comments to the Director, or specifically request a copy of the decision, may appeal the Process III decision. However, any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested land use decision will be included with the written decision. Issuance of Final Environmental Determination: The final Determination of Nonsignificance may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional Determination of Nonsignificance. A copy of the Determination of Nonsignificance may be obtained upon request. Consistency with Applicable City Plans and Regulations: Development of the site is subject to all applicable City codes and regulations, including FWCC Zoning, Environmental Protection, Landscaping, Community Design Guidelines, Environmental Protection, and Planning and Development Chapters. The official project file is available for public review at the Department of Community Development Services, 33325 80' Avenue South, PO Box 9718, Federal Way, WA 98063-9718. City Staff Contact: Deb Barker, Senior Planner, 253-835-2642 Published in the Federal Way Mirror on February 7, 2009. Doc. I D 48830 0 U a w Li N O O N �O} M Q f y V � C ❑ O +u G y�e o o EQ3G c• V 0 2 m �° co co LL �mm� o o i a ,� 0 m Q� y � o } Z wo 0 H u L o J.. LO 2 ti N S Cn CL O d 4) 00 C� U) ca 0 MHcc •_ � bd a f1 ol NN _cc d IIt�Hl� I. I 1 MetroScan / King (WA) Owner : City Of Fedcral Way Parcel # : 332204 9012 08 Site : 27454 Pacific Hwy S Federal Way 98003 Sale Date : 01/07/2005 Mail : 27454 Pacific Hwy S Federal Way Wa 98003 Sale Price Use ; 172 Pub,Governmental Service 4sd. V Lgl : STR 332204 TAXLOT 12 PARCEL A: Q : NW S : 33 T : 22N R : 04E Bedrm Bth F311: / / Stories: 1 BIdgSF: 126 Ac: 10.17 YB:2004 Ph: Owner : State Of Wa Dept/Transportation Parcel # : 332204 9060 09 Site : 27417 Pacific Hwy S Federal Way 98003 Sale Date : 02/01/2006 Mail : PO Box 47338 Olympia Wa 98504 Sale Price : $25,000 Use : 145 Rec,Health Club Asd. V : $3,267,100 Lgl : STR 332204 TAXLOT 60 PORTION OF SW O : NW S : 33 T : 22N R :04E Bedrm Bth F3H: / / Stories: 1 BIdgSF: 45,000 Ac: 4.33 YB:2007 Ph: Owner : Mcdonalds Real Estate Co Parcel # :332204 9129 08 Site : 27515 Pacific Hwy S Federal Way 98003 Sale Date : 05/11/2005 Mail : PO Box 182571 Columbus Oh 43218 Sale Price Use : 171 Pub,Restaurant,Fast Food Asd V : $951,000 Lgl : STR 332204 TAXLOT 129 LOT 1 & Q : N W S : 33 T : 22N R : 04E Bedrm : Bth F311: / / Stories: 1 BIdgSF: 2,966 Ac: 1.11 YB:1995 Ph: Owner : Liberty West Partners Parcel # : 332204 9170 06 Site : 27500 16th Ave S Federal Way 98003 Sale Date : 08/07/2002 Mail : PO Box 3157 Kent Wa 98089 Sale Price : $1,150,000 Use : 195 Ind,Warchouse Asd V : $1,461,400 Lgl : STR 332204 TAXLOT 170 LOT 1 OF KC Q : NW S : 33 T : 22N R : 04E Bedrm Bth F3H: / / Stories: 1 BIdgSF: 12,200 Ac: _86 YB:1968 Ph: Owner : Liberty West Partners Parcel # : 332204 9217 01 Site : 27500 16th Ave S Federal Way 98003 Sale Date : 08/07/2002 Mail : PO Box 3157 Kent Wa 98089 Sale Price : $1,150,000 Use : 309 Vacant,Commercial Asd. V : $71,600 Lgl : STR 332204 TAXLOT 217 LOT 2 OF KC Q': NW S : 33 T : 22N R : 04E Bedrm : Bth F3H: / / Stories: BIdgSF: Ac:.33 YB: Ph: Owner : Nelson Thomas G/Nancy D Parcel # : 332204 9218 00 Site : 27500 16th Ave S Federal Way 98003 Sale Date : 08/26/2004 'Mail : 27606 16th Ave S Kent Wa 98032 Sale Price : $350,000 Use : 159 Pub,Parking,Associated Asd.V : $35,800 Lgl : STR 332204 TAXLOT 218 LOT 3 OF KC Q : NW S : 33 T : 22N R : 04E Bedrm : Bth F3H: / / Stories: BIdgSF: Ac:.33 YB: Ph: Owner : E62 Llc Parcel # : 332204 9220 06 Site : 27525 Pacific Hwy S Federal Way 98003 Sale Date : 06/03/2008 Mail : 27525 Pacific Hwy S Federal Way Wa 98003 Sale Price : $825,000 Use : 162 Pub,Bank Asd. V : $432,700 Lgl : STR 332204 TAXLOT 220 LOT 2 & Q : NW S : 33 T : 22N R : 04E Bedrm : Bih F3H. / / Stories: 1 BIdgSF: 736 Ac:.69 YB:1998 Ph: Owner : State Of Washington Parcel # : 720480 0180 04 Site : 27641 Pacific Hwy S Federal Way 98003 Sale Date : 09/13/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price . Use : 309 Vacant,Commercial Asd_V : $631,400 Lgl : LOT POR 25 & 26 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bedrm Bth F3H: / / Stories: BIdgSF: Ac: 2.23 YB: Ph: Information compiled from various sources. Real Estnie Solutions inakcs no representations or warranties as to the accuracy or completeness of infw nuamon canrainM in this report AfetroScan /King (FVA) Owner : Nesmeianov Sergey/Olga Parcel # : 720480 0182 02 Site : 27612 16th Ave S (No Mail ) Federal Way 98003 Sale Date : 07/23/2004 Mail : 27612 16th Ave S ( No Mail ) Federal Way Wa 98003 Sale Price : $210,000 Use : 003 Res,Duplex Asd. V : $257,000 Lgl : LOT PORTION 25 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bedrm : 2 Bth F3H: 2 / / Stories: 2 BIdgSF: 1,920 Ac..15 YB:1953 Ph: Owner : Nelson Thomas G/Nancy D Parcel # : 720480 0183 01 Site : 27606 16th Ave S Federal Way 98003 Sale Date : 08/26/2004 Mail : 27606 16th Ave S Federal Way Wa 98003 Sale Price : $350,000 Use : 216 Ind,Service Bldg Asd. V : $440,200 Lgl : LOT 25 REDONDO HEIGHTS UNREC POR Q : NW S : 33 T : 22N R : 04E Bedrm Bih F3H: / / Stories: 1 BIdgSF: 4,410 Ac: _46 YB:1986 Ph: Owner : Ecw Holdings Llc Parcel # : 720480 0184 00 Site : 27607 Pacific Hwy S Federal Way 98003 Sale Date ; 01/22/2007 Mail : PO Box 2009 Auburn Wa 98071 Sale Price Use : 163 Pub,Car Wash Asd. V : $492,900 Lgl : LOT PORTION 25 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bedrm Bih F3H: / / Stories: BIdgSF: 4c:.74 YB: Ph: Owner : State Of Washington Parcel # : 720480 0185 09 Site : 27600 Pacific Hwy S Federal Way 98003 Sale Date : 05/09/2006 Mail : PO Box 47338 Olympia Wa 98504 Sale Price Use : 309 Vacant,Commercial Asd_V : $14,800 Lgl : LOT PORTION 25 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bedrm Bth F3H: / / Stories: BIdgSF': Ac:.09 YB: Ph: Owner : State Of Washington Parcel # : 720480 0186 08 Site :27606 Pacific Hwy S Federal Way 98003 Sale Date : 08/18/2005 Mail : 27606 Pacific Hwy S Federal Way Wa 98003 Sale Price : $14,200 Use : 011 Res,Apartment Asd. V : $9,068,000 Lgl : LOT POR 24 & 25 REDONDO HEIGHTS Q: NW S : 33 T : 22N R : 04F Bedrm : Bth F3H: / / Stories. 2 BIdgSF: 119:312 Ac: 5.46 YB:1989 Ph: Owner : State Of Washington Parcel # : 720480 0188 06 Site : 27614 Pacific Hwy S Federal Way 98003 Sale Date : 12/09/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price : $102,500 Use : 216 Ind,Service Bldg Asd.V : $147,900 Lgl : LOT PORTION 25 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bednn Bth F3H: / / Stories: 1 BIdgSF: 2,076 Ac. _42 YB:1956 Ph: Owner : State Of Washington Parcel # : 720480 0190 02 Site : 27634 Pacific Hwy S Federal Way 98003 Sale Date : 03/08/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price Use : 011 Res,Apartnient Asd.V : $625,000 Lgl : LOT PORS 25 & 26 REDONDO HEIGHTS Q : NW S : 33 T : 22N R : 04E Bednn Bth F3H: / / Stories: 1 B1dgSF: 1,735 Ac:.98 YB:1962 Ph: Owner : State Of Washington Parcel # : 720480 0190 02 Site : 27634 Pacific Hwy S Federal Way 98003 Sale Date : 03/08/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price . Use : 011 Res,Apartment Asd. V : $625,000 Lgl : LOT PORS 25 & 26 REDONDO HEIGHTS Q : NW S : 33 T : 22N R :04E Bedrm Bth F3H: / / Stories: 1 BIdgSF: 1,646 Ac:.98 YB:1962 Ph: Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. MetroScan / King (WA) Owner : State Of Washington Parcel # : 720480 0190 02 Site : 27634 Pacific Hwy S Federal Way 98003 Sale Date : 03/08/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price Use :011 Res,Apartment Asd.V : $625,000 Lgl : LOT PORS 25 & 26 REDONDO HEIGHTS O : NW S : 33 T : 22N R :04E Bedrm Bth F3H: / / Stories:1 B1dgSF:1,184 Ac:.98 YB:1965 Ph: Owner : State Of Washington Parcel # : 720480 0190 02 Site : 27634 Pacific Hwy Federal Way 98003 Sale Date : 03/08/2005 Mail : PO Box 47338 Olympia Wa 98504 Sale Price Use : 011 Res,Apartment Asd. V : $625,000 Lgl : LOT PORS 25 & 26 REDONDO HEIGHTS O : NW S : 33 T : 22N R :04E Bedrm . Bth F3H: / / Stories: 2 BIdgSF: 1,325 Ac:.98 YB:1952 Ph: Owner : Nystrom Kenneth A & Loma R Parcel # : 720550 0010 05 Site : 1554 S 276th PI Des Moines 98198 Sale Date Mail : 1554 S 276th PI Des Moines Wa 98198 Sale Price Use : 002 Res,Single Family Residence Asd V : $272,000 Lgl : LOT 1 REDONDO RIVIERA DIV # A Q : NE S : 32 T : 22N R : 04E Bedrm : 3 Bth F3H: 2 / / Stories: 1 BIdgSF: 1,640 Ac: 24 YB:1965 Ph: 253-529-5420 Owner : Williams Kent R/Heather M Parcel # : 720550 0020 03 Site : 1555 S 276th PI Des Moines 98198 Sale Date : 09/07/2001 Mail : 1555 S 276th Pl Des Moines Wa 98198 Sale Price : $173,500 Use : 002 Res,Single Family Residence Asd. V : $255,000 Lgl : LOT 2 REDONDO RIVIERA DIV # A Q :NE S : 32 T: 22N R : 04E Bedrm -.3 Bih F3H: 1 / / 1 Stories: 1 BIdgSF: 1,430 Ac:.21 YB:1965 Ph: Owner : Shaw John D & Mary L Parcel # : 720550 0030 01 Site : 27612 15th PI S Kent 98031 Sale Date : 01/05/1984 Mail : 27612 15th Pl S Kent Wa 98032 Sale Price : $70,000 Use -002 Res,Single Family Residence Asd. V : $220,000 Lgl : LOT 3 REDONDO RIVIERA DIV # A Q : NE S : 32 T : 22N R : 04E Bedrm : 3 Bth F3H: 1 / 1 / Stories: i BIdgSF: 1,100 Ac:.22 YB:1965 Ph: Owner : King Rodger W/Margaret J Parcel # : 720551 0010 04 Site : 27506 15th Pl S Des Moines 98198 Sale Date : 11/28/1994 Mail : 27506 15th Pl S Des Moines Wa 98198 Sale Price : $123,450 Full Use : 002 Res,Single Family Residence Asd V : $260,000 Lgl : LOT 1 REDONDO RIVIERA DIV # B Q : NE S : 32 T : 22N R : 04E Bedrm .3 Bth F3H: 2 / / Stories: I BIdgSF: 1,850 Ac:.18 YB:1974 Ph: Owner : Davis Walter M Jr Parcel # : 720551 0020 02 Site : 27502 15th Pl S Des Moines 98198 Sale Date Mail : 27502 15th Pl S Des Moines Wa 98198 Sale Price Use : 002 Res,Single Family Residence Asd. V : $275,000 Lgl : LOT 2 REDONDO RIVIERA DIV # B Q : NE S : 32 T : 22N R : 04E Bedrm : 3 Bth F3H: 2 / / Stories: 1 BIdgSF: 2,310 Ac: 20 YB:1974 Ph: 253-941-1277 Owner : Cate Robert D/Christine A Parcel # : 720551 0030 00 Site : 1428 S 275th Pl Des Moines 98198 Sale Date : 06/30/2005 Mail : 1428 S 275th Pl Des Moines Wa 98198 Sale Price Use : 002 Res,Single Family Residence Asd. V : $252,000 Lgl : LOT 3 REDONDO RIVIERA DIV # B Q : NE S : 32 T : 22N R : 04E Bedrm : 4 Bth F3H: 2 / / 1 Stories: 2 BIdgSF: 1,710 Ac:.31 YB:1974 Ph: 253-9414422 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report � � I 15TH FL s I 0 0 0 !16TH AL-E 5 N N N u yy N (J N I O N A � I I N i O N C N I N O I z N N N N RECEIVEI") I SEP 2 5 2008 1 I CITY OF FEDERAL WAX CDS - m w 09l_8/09l_96AMAdDaA alglfedwoc ww L9 x ww 9Z iewio} ap al;anbita -Q l8/0915ghaaAV yflm alglfedwo3 ,,8/9 Z x G azis label OFFICE OF ARCHAEOLOGY & DEPT OF ECOLOGY LAKEHAVEN UTILITY DIST HISTORIC PRESERVATION ENVIRONMENTAL REVIEW SEC PO BOX 4249 PO BOX 48343 PO BOX 47703 FEDERAL WAY WA 98063 OLYMPIA WA 98504-8343 OLYMPIA WA 98504-7703 RAMON PAZOOKI SOUTH KING FIRE & RESCUE SNO-KING PLANNING MGR FEDERAL WAY DISPOSAL 31617 1 ST AVE S WSDOT SOUTH KING COUNTY PO BOX 1877 FEDERAL WAY WA 98003 PO BOX 330310 AUBURN WA 98071 SEATTLE WA 98133-9710 ATTN NEWSROOM LINDA SHAFFER TACOMA NEWS TRIBUNE CITY OF DHS MOINES PIERCE TRANSIT DES 1950 S STATE ST AVE S PO BOX 99070 TACOMA WA 98405 DES MOINES WA 98198 LAKEWOOD WA 98499-0070 LORI KITTREDGE MARY AUSBURN PAT PROUSE METRO TRANSIT PSE QWEST KSC-TR-0413 6905 S 228T" ST SKC-SVC 1600 7T" AVE RM 1206 201 S JACKSON ST KENT WA 98032 SEATTLE WA 98121 SEATTLE WA 98104-3856 FEDERAL WAY NEWS 14006 1 ST AVE S STE B BURIEN WA 98168 FEDERAL WAY MIRROR SOUTH COUNTY JOURNAL JOHN KIM KOREA POST 1414 S 324T" ST STE B-210 PO BOX 130 TH FEDERAL WAY WA 98003 KENT WA 98035-0130 2209 S 300 ST FEDERAL WAY WA 98003-4223 label size 1 x Z 5/8" compatible with Avery05160/8160 ` y Etiquette de format 25 mm x 67 mm compatible avec Avery®5160/8160 .,�o d C*AiSk FEMA US ARMY CORPS/ENGINEERS JOE HENRY REGION 10 NTH DIV ATTN REGULATORY BRANCH NATURAL RESOURCES CVN SVC 130 228T" ST SW PO BOX 3755 935 POWELL AVE SW BOTHELL WA 98021-9796 SEATTLE WA 98124 RENTON WA 98055 EPA "KEPT OF ECOLOGY WSDOT ENVIRONMENTAL REVIEW SEC ENVIRONMENTAL REVIEW SEC ENVIRONMENTAL AFFAIRS 1200 6T" AVE MD-126 PO BOX 47703 REGULATORY COMPLIANCE SEATTLE WA 98101 OLYMPIA WA 98504-7703 PO BOX 47331 OLYMPIA WA 98504-7331 L AZOOKI PLANNING MGROUTH KING COUNT 30310'"'WA 98133-9710 &FILE OF ARCHAEOLOGY & CPO RIC PRESERVATION OX 48343 PIA WA 98504-8343 JULIE STOFEL WDFW REGION 4 OFFICE 16018 MILL CREEK BLVD MILL CREEK WA 98012 US FISH & WILDLIFE SERVCE 510 DESMOND DR SE #102 LACEY WA 98503 PORT OF TACOMA ENVIRONMENTAL DEPT PO BOX 1837 TACOMA WA 98401-1837 KC WASTEWATER TREATMENT ENVIRONMENTAL PLN OAP MS KSC-NR-0505 201 S JACKSON ST SEATTLE WA 98104-3855 LISA DINSMORE LAND US SVC KCDDES 900 OAKESDALE AVE SW RENTON WA 98057-5212 JAMEY TAYLOR DNR SEPA CENTER PO BOX 47015 OLYMPIA WA 98504-7015 WA STATE DEPT WILDLIFE 600 CAPITOL WAY N OLYMPIA WA 98501-1091 TRAVIS NELSON WDFW PO BOX 73249 PUYALLUP WA 98373 DOH - DIV OF DRINKING WATER ENV DOCUMENTS REVIEWER PO BOX 47822 OLYMPIA WA 98504-7822 PORT OF SEATTLE PO BOX 1209 SEATTLE WA 98111 GARY KRIEDT KIN OUNTYTRANSIT.glV ! PrANI`9&' G' MS -KS R-0431 20'i� J�SO�I'S7 S�ATTLE W4P98104-3856 t SOUTH KING COUNTY REGIONAL WATER ASSOCIATION 27224 144T" AVE SE KENT WA 98042 WA NATURAL HERITAGE DNR PO BOX 47014 OLYMPIA WA 98504-7014 RANDY PEARSON WASH STATE PARKS PO BOX 42668 OLYMPIA WA 98504-2668 LARRY FISHER WDFW 1775 12T" AVE NW STE 201 ISSAQUAH WA 98027 ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3RD AVE STE 105 SEATTLE WA 98101-3317 PSRC GROWTH MANAGEMENT DEPT 1011 WESTERN AVE #500 SEATTLE WA 98104-1040 J PERRY WEINBERG SOUND TRANSIT 401 S ,JACKSON ST SEATTLE WA 98104-2826 KING COUNTY PARKS PROPERTY MANAGEMENT PO BOX 3517 REDMOND WA 98073-3517 KC BOUNDARY REVIEW BOARD RbD HANSEN SOLID WASTE DIV LEE DORIGAN STE 608 KING CO DEPT OF NATURAL RES PUBLIC HEALTH SEATTLE/KING 810 THIRD AVE S- SEATTLE WA 98 TE 08 -20:1 S JACKSON ST STE 701 401 FIFTH AVE STE 1100 S'EAME WA 98104-3855 SEATTLE WA 98104 KING CO ROADS DIVISION COUNTY ROADS ENGINEER 155 MONROE AVE NE RENTON WA 98056 SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 COMCAST CABLE STORE 1414 S 324T" ST STE 211 FEDERAL WAY WA 98003 EDWARDS/LYMAN/THOMAS PUYALLUP TRIBE OF INDIANS HISTORIC PRESERVATION DEPT 3009 E PORTLAND AVE TACOMA WA 98404 PIERCE COUNTY HEALTH DEPT 3629 S "D" ST TACOMA WA 98408 PLANNING & CD DEPT CITY OF AUBURN 25 W MAIN ST AUBURN WA 98001 KENT CITY HALL PLANNING DEPT 220 4T" AVE S KENT WA 98032 NE TAC NEIGHBORHOOD COUNCIL C/O JAMES COLBURN TACOMA ECONOMIC DEV 747 MARKET ST RM 900 TACOMA WA 98402-3793 CRAIG GIBSON TACOMA PUBLIC UTILITIES PO BOX 11007 TACOMA WA 98411 CITY OF SEATAC 4800 S 188T" ST SEATAC WA 98188 TANYA NOSCIMENTO FWPS 31405 18T" AVE S FEDERAL WAY WA 98003 FW CHAMBER OF COMMERCE PO BOX 3440 FEDERAL WAY WA 98063 MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION ATTN ENVIRONMENTAL REVIEWER 39015 172ND AVE SE AUBURN WA 98002 PIERCE CO PLNG & LAND SVCS RESOURCE MANAGEMENT 2401 S 35T" ST TACOMA WA 98409-7460 PIERCE COUNTY BOUNDARY REVIEW BOARD 2401 S 35T" ST TACOMA WA 98409 CITY CLERK PACIFIC CITY HALL 100 THIRD AVE SE PACIFIC WA 98047 CITY OF TACOMA BLUS LAND USE ADMINISTRATOR 747 MARKET ST STE 345 TACOMA WA 98402-3769 MARION WEED CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 4735 NE 42ND ST TACOMA WA 98422 CITY OF LAKEWOOD 10510 GRAVELLY LK DR SW STE 206 LAKEWOOD WA 98499-5013 CITY OF DES MOINES 21630 11T" AVE S DES MOINES WA 98198 LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 FEDERAL WAY DISPOSAL PO BOX 1877 AUBURN WA 98071 LAURA MURPHY TRIBAL ARCHAEOLOGIST MUCKLESHOOT INDIAN TRIBE 39015 172ND AVE SE AUBURN WA 98092 PIERCE CO PLNG & LAND SVCS DEVELOPMENT ENGINEER 2401 S 35T" ST TACOMA WA 98409-7460 AUBURN SCHOOL DISTRICT 915 FOURTH NE AUBURN WA 98002 PUBLIC WORKS DIRECTOR ALGONA CITY HALL 402 WARDE ST ALGONA WA 98001-8505 JOE ELTRICH TACOMA WATER DIVISION PO BOX 11007 TACOMA WA 98411 HAYES ALEXANDER PLNG CHAIR NORTHEAST TACOMA NEIGHBORHOOD COUNCIL 5308 RIDGE DR NE TACOMA WA 98422 CITY OF MILTON 1000 LAUREL ST MILTON WA 98354 CITY OF NORMANDY PARK 801 SW 174T" ST NORMANDY PARK WA 98166 CITY OF BURIEN CITY OF FIFE TERRY LUKENS CITY HALL 5411 23RD ST E BELLEVUE COUNCIL OFFICE 415 SW 150T" ST FIFE WA 98424 PO BOX 90012 BURIEN WA 98166-1957 BELLEVUE WA 98009-9012 WATER DISTRICT #54 922 S 219T" ST DES MOINES WA 98198-6392 WATER DISTRICT #111 27224 144T" AVE SE KENT WA 98042-9058 LORI KITTREDGE METRO TRANSIT KSC-TR-0413 201 S JACKSON ST SEATTLE WA 98104-3856 WASH ENVIRON COUNCIL 615 2"D AVE STE 380 SEATTLE WA 98104-2245 SAM PACE SEA/KING CO ASSOC/REALTORS 29839 154T" AVE SE KENT WA 98042-4557 MICHAEL FELDMAN AVIATION PLANNING SEATAC PO BOX 68727 SEATTLE WA 98168-0727 SEATTLE PI 101 ELLIOTT AVE W SEATTLE WA 98121 FEDERAL WAY MIRROR 1414 S 324T" ST STE B-210 FEDERAL WAY WA 98003 HIGHLINE WATER DISTRICT PO BOX 3867 KENT WA 98032-0367 COVINGTON WATER DISTRICT 18631 SE 300T" PL KENT WA 98042-9208 MARY AUSBURN PSE 6905 S 228T" ST KENT WA 98032 MIDWAY SEWER DISTRICT PO BOX 3487 KENT WA 98032 PAT PROUSE QW EST 1600 7T" AVE RM 1206 SEATTLE WA 98121 JILL GASTON REALTY SPEC BPA SKC-SVC 914 AVE "D" SNOHOMISH WA 98290 CHRIS CARREL FRIENDS OF THE HYLEBOS PO BOX 24971 FEDERAL WAY WA 98093 LEAGUE OF WOMEN VOTERS OF SOUTH KING COUNTY PO BOX 66037 BURIEN WA 98166 REVIEW TEAM DCTED GROWTH MGT SERVICES 906 COLUMBIA ST SW OLYMPIA WA 98504-2525 LISA PEMBERTON-BUTLER SEATTLE TIMES NORTH 1200 112T" AVE NE STE C145 BELLEVUE WA 98004-3748 SOUTH COUNTY JOURNAL PO BOX 130 KENT WA 98035-0130 LINDA SHAFFER PIERCE TRANSIT PO BOX 99070 LAKEWOOD WA 98499-0070 FW COMMUNITY COUNCIL PO BOX 4274 FEDERAL WAY WA 98063 ATTN NEWSROOM TACOMA NEWS TRIBUNE 1950 S STATE ST TACOMA WA 98405 FEDERAL WAY NEVUS 14006 1 STAVE S STE B BURIEN WA 98168 JOHN KIM KOREA POST 2209 S 300T" ST FEDERAL WAY WA 98003-4223 KING COUNTY ASSESSORS HOLLY WILLIAMSON CITY OF EDGEWOOD 500 4T" AVE RM 700 OLYMPIC PIPELINE CO 2221 MERIDIAN AVE E SEATTLE WA 98104 2319 LIND AVE SW RENTON WA 98055 EDGEWOOD WA 98371-1010 CRESTVIEW SHORECLUB ASSN MHACC MIRROR LK RESIDENTS ASSN 4817 SW 310T" ST C/O WILLiIAM HICKS 525 SW 312T" ST FEDERAL WAY WA 98023 29219 7 PL S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 NORTH LAKE COMNTY CLUB WEST GREEN CONDO ASSN REDONDO COMMUNITY CLUB 33228 38T" AVE S 432 S 321 ST PL PO BOX 5118 AUBURN WA 98001 FEDERAL WAY WA 98003 REDONDO WA 98054 STEEL LK RESIDENTS ASSN BARCLAY PLACE HOA BELMOR PARK HOA 2329 S 304T" ST 1034 SW 334T" ST 2101 S 324T" ST FEDERAL WAY WA 98003 FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 BELLACARINO WOODS HOA BELLRIDGE TOWNHOMES HOA CAMPUS GLEN HOA 35204 6T" AVE SW 1438 S 308T" LN 32806 6T" PL S FEDERAL WAY WA 98023 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 TWIN LAKES HOA MAR CHERI COMNTY CLUB BROOKLAKE COMNTY CENTER 3420 SW 320T" ST # 28 PO BOX 25281 726 S 356T" ST FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 KEN SHATOCK COMCAST - SE PUGET SOUND ARE 2613 S379 79 GROUSE POINTE HOA KINGSGROVE PL HOA CONSTRUCTION/ENG MANAGER 1911 SW CAMPUS DR # 621 FEDERAL WAY WA 98003 4020 AUBURN WAY N FEDERAL WAY WA 98023 AUBURN WA 98002 MASTER BUILDERS ASSOC CHERYL PARAS 335 116T" AVE SE PSE CMTYiSERVICES DEPT 313O38BELLEVUE WA 98004-6407 TAC S OMA ST ACA WA 98409 Revised February 3, 2009 KAEnvironmental ChecklistsWgency Mailing List.doc TO BE COMPLETED BY APPLICANT A. Background 1 _ Name of proposed project, if applicable: Pac Retail 2. Name of applicant: LDG/Architects 3. Address and phone number of applicant and contact person: 1319 Dexter Ave. N., Suite 245 Seattle, WA 98109 (206) 283-4764 Contact: person: Mike Baily 4. Date checklist prepared: 9-23-08 5. Agency requesting checklist: City of Federal Way 6. Proposed timing or schedule (including phasing, if applicable): Start construction of the site on January 2009 Phase one: January 2009 Bldg B Drive thru coffee (450 sq. ft.) Phase two: April 2009 Bldg A 5,850 sq.ft Retail (or with phase one) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10 List any government approvals or permits that will be needed for your proposal, if known. SEPA, Process III, and building permit. 1 EVALUATION FOR AGENCY USE ONLY RECEIVES 3 SEP 2 5 2008 CITY OF FEDERAL WAY CDS 2 EVALUATION FOR AGENCY USE ONLY 11 Give a brief, complete description of your proposal, including the proposed, uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal_ You do not need to repeat those answers on this page. The existing site, which is approx_ 29,973 sq_ ft. and has an existing vacant 800 sq. ft. retail building on it which will be removed The site is paved in it entirety The project will consist of two new building when completed_ The first to be constructed will be a 450 sq. ft. drive thru coffee then a 5,850 sq.ft. retail building. At this time all water/sewer services are on site. An extensive amount of landscaping will be added to the site and a new storm filter will be designed for the site due to the removal of the existing swale. A new paved plaza with seating will be situated on the east portion of the site adjacent to the public access walkway 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known_ If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Address: 27525 Pacific Why south B. Environmental elements EARTH a General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Less than 5%_ c_ What general types of soils are found on the site (for example, clay, sand, gravel, peat, much)? If you know the classification of agricultural soils, specify them and note any prime farmland_ Sandy gravel d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications of any unstable soils_ 3 EVALUATION FOR AGENCY USE ONLY e_ Describe the purpose, type, and approximate quantities of any filling or grading proposed_ Indicate source of fill. Cut: 415 cu ft. Fill: 415 cu ft Source of fill to be determined. Could erosion occur as a result of clearing, construction or use? If so, generally describe. No. During construction the accepted erosion control methods will be utilized (see attached TESC plan). g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt, concrete or building)? 75% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: There will be an erosion control plan submitted as part of our building permit set 2. AIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if know. There will be some dust during construction. The type of emissions that could be emitted would be from automobile/trucks both during and after construction. b_ Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. . Proposed measures to reduce or control emissions or other impacts to air, if any. - There are no measures proposed at this time to mitigate automobile emissions, due to the minimal emission. 3. WATER a. Surface 1). Is there any surface water body on or in the immediate vicinity of the site including year-round and seasonal streams, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into_ No. 4 EVALUATION FOR AGENCY USE ONLY 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans_ we 3) Estimate the amount of fill and dredge material that would be placed in or removed from water or wetlands and indicate the area of the site that would be affected_ Indicate the source of fill material. None_ 4) Will the proposal require surface withdrawals or diversions? Give general description, purpose, and approximate quantities of known_ No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Me 6) Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated of discharge. None_ We do not expect any waste material to be discharged to surface water. b. Ground. 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known_ None 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals; agricultural; etc_)_ Describe the general size of the system, the number of such system, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve_ None. 5 EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The project will use a simple catch basin system to collect surface water This will be directed to a storm filter system then directed to the existing detention system that outfalls to the city system 2) Could waste materials enter ground or surface waters? If so, generally describe. . No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. - None. 4. PLANTS a_ Check or circle types of vegetation found on the site _deciduous trees: alder, maple, aspen, other: _evergreen trees: fir, cedar, pine, other: _shrubs _grass _pasture _crops or grain _wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other _water plants: water lily, eelgrass, milfoil, other _other types of vegetation What kind and amount of vegetation will be removed or altered? There are no significant trees on the site. Landscaping will be provided according to the zoning requirements. C. List threatened or endangered species known to be on or near the site. None. d. Describe proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will be provided according to the zoning requirements_ 6 EVALUATION FOR AGENCY USE ONLY 5. ANIMALS a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: none mammals: deer, bear, elk, beaver, other: none fish: bass, salmon, trout, herring, shellfish, other: none List any threatened or endangered species known to be on or near the site- None - Is the site part of a migration route? If so, explain. No. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a_ What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas heating systems installed with electric powered lighting and cooling units. b_ Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. M C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy efficient lighting would be installed as well as energy efficient heating systems per Washington Energy Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. No. 7 EVALUATION FOR AGENCY USE ONLY 1) Describe special emergency services that might be required. Police, fire dept. in case of emergency_ 2) Proposed measures to reduce or control environmental health hazards, if any. Tenants will have to adhere to all required codes to minimize any environmental health hazard and provide a plan to control such event. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? General traffic noise generated by cars and trucks along Pacific Hwy So 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short time noise would be construction related, expected hours of operation would be 7:00 a.m.-5:00 p.m. ST. Long term noise would be general car and truck traffic noise during business hours. 3) Proposed measures to reduce control noise impacts, if any. - The noise impacts generated by this project are not unlike other uses in this area. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is vacant and zoned BN (Neighborhood Business) South is existing commercial North is existing commercial West is existing commercial East is existing commercial b_ Has the site been used for agriculture? If so describe. No. C. Describe any structures on the site. None. 8 EVALUATION FOR AGENCY USE ONLY d. Will any structures be demolished, if so, which ones? Yes an 800 sq. ft. retail building e_ What is the current zoning classification off the site? BC f. What is the current comprehensive plan designation of the site? Business Commercial g If applicable, what is the current shoreline master program designation of the site? None- h. Has any part of the site been classified as an "environmental sensitive" area? If so, specify. No. i. Approximately how may people would reside or work on the completed project? approximately 10 people will work in the new addition once the project is complete. j. Approximately how may people would the completed project displace? None_ k_ Proposed measures to avoid or reduce displacement impacts, if any: None. I_ Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The architecture will be compatible with the surrounding uses. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None- b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing_ None. 9 EVALUATION FOR AGENCY USE ONLY c_ Proposed measures to reduce or control housing impacts, if any. - None. 10. AESTHETICS a. What is the tallest height of any proposed structures(s), not including antennas; what is the principal exterior building material(s) proposed? Building A approx 28'-9"' Building B approx 24'-5 b_ What views in the immediate vicinity would be altered or obstructed? None. C. Proposed measures to reduce or control aesthetic impacts, if any: Use of landscaping around the building, use horizontal lines to break up the height, setting building away from the property lines to minimize its impact from the street_ 11. LIGHT AND GLARE a_ What type of light or glare will the proposal produce? What time of day would it mainly occur? Lighting in the parking lot area during evening hours. Shielded lights will be proposed to minimize spill over to the adjacent properties. b_ Could light or glare from the finished project be a safety hazard or interfere with views? No. C. What existing off -site sources of light or glare may affect your proposal? None_ d. Proposed measures to reduce or control light and glare impacts, if any: Provide shielded lights so there will be no spill over to adjacent properties_ 10 EVALUATION FOR AGENCY USE ONLY 12. RECREATION a_ What designated and informal recreational opportunities are on the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. M c_ Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. No- b Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. C. Proposed measures to reduce or control impacts, if any; None_ 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed site is served by Pacific Hwy So with rear access from 16th ave so b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. Approx 200 feet C. How many parking spaces would the completed project have? How many would the project eliminate? 27 stalls will be provided. 11 EVALUATION FOR AGENCY USE ONLY d. Will the proposal require any new roads or streets, or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). None, already in place e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe_ No. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Unknown Proposed measures to reduce or control transportation impacts, if any: None. 15. PUBLIC SERVICES a_ Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, but no more than comparably sized developments. No additional fire service would be required except in case of emergency. There should not be any additional requirements for police or health care. b. Proposed measures to reduce or control direct impacts on public services, if any. Provide monitored security, smoke and fire detection, and well -lit pathways and building entrances. 16. UTILITIES Circle utilities currently available at the site: electricity, natural qgs, water, refuse service, telephone, sanitary sewer, septic system, other_ 12 EVALUATION FOR AGENCY USE ONLY b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed_ All of the above circled utilities will be utilized by the new facility for the same reasons the existing facility used them. Electricity for HVAC and lighting natural gas for HVAC, water for fire protection, domestic service, garbage, telephone and sanitary sewers will be used. C. Signature The above answers are true 95i,4omplete to the best of my knowledge. I understand that the City of Federal Way is re' ng on them to make its decision. Signature: Date Submitted: q /-- 4! CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffedercilway.com DECLARATION OF DISTRIBUTION 1, r•, �� ►�, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) Notice of Land Use Application & Optional DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ' Ke-mailed and/or ❑ posted to or at each of the attached addresses on 2009. Project Name File Number(s) L),3 1 ySV b$ -/6 y S y 2> n g-/G Y5 Signature Date - 6-6 9 K:\CD Administration Fles\Declaration of Distribution.doc/Last printed 1 /5/2009 3:44A0 PM 1L�!�4 CITY OF +� Federal Way NOTICE OF LAND USE APPLICATION AND NOTICE OF OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: Pac Plaza Retail and Coffee Shop Project Description: Proposed 5,850 square -foot retail building with detached 450 SF coffee shop with drive-thru lanes, 26 parking stalls, and site improvements on a 29,973 square -foot site. Project includes demolition of existing building. Applicant: LDG Architects, 1319 Dexter Avenue North, Suite 260, Seattle, WA 98109 Project Location: 27525 Pacific Highway South, Federal Way, WA Date Application Received: September 25, 2008 Date Determined Complete: January 30, 2009 Date of Notice of Application: February 7, 2009 Comment Due Date: February 23, 2009 Permits Required by This Application: Process III Approval (File #08-104541-00-UP), Environmental Review (File #08-104543-00-SE), Concurrency (File #08-104544-00-CN) Other Permits Known at this Time and Not Included in This Application: none Existing Environmental Documents: SEPA Checklist, Technical Information Report, Concurrency Relevant Environmental Documents Are Available at the Address Below: X Yes No Development Regulations to Be Used for Project Review Known at this Time: Federal Way City Code (FWCC) Chapters 18, 21, and 22 Optional Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment. It is likely that an Environmental Impact Statement (EIS) will not be required under RCW 43.21 C.030(2)(c). The City anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process in WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. (In addition, the lead agency may choose to maintain a general mailing list threshold determination distribution.) Integrated Comment Period: Consistent with the provisions of WAC 197-11-355, a single integrated comment period will be utilized to obtain comments on the Notice of Land Use Application and Notice of Optional Determination of Nonsignificance. This may be the only opportunity to comment on the environmental impacts of the proposal. Any person may submit written comments on the land use application or the environmental impacts of the proposal to the Director of Community Development Services by 5:00 p.m. on February 23, 2009. Persons who submit written comments to the Director, or specifically request a copy of the decision, may appeal the Process III decision. However, any interested party may appeal the environmental threshold determination. Details of appeal procedures for the requested land use decision will be included with the written decision. Issuance of Final Environmental Determination: The final Determination of Nonsignificance may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional Determination of Nonsignificance. A copy of the Determination of Nonsignificance may be obtained upon request. Consistency with Applicable City Plans and Regulations: Development of the site is subject to all applicable City codes and regulations, including FWCC Zoning, Environmental Protection, Landscaping, Community Design Guidelines, Environmental Protection, and Planning and Development Chapters. The official project file is available for public review at the Department of Community Development Services, 33325 8 h Avenue South, PO Box 9718, Federal Way, WA 98063-9718. City Staff Contact: Deb Barker, Senior Planner, 253-835-2642 Published in the Federal Way Mirror on February 7, 2009. Doc. I.D. 48830 °^6 C y ` L w LLL �/) jO 66FyW o � N 1 Q O O moo (h Q ❑ =or-' c o ai '� IRT f0 �? m � o d, m � o OO +. Z J Em�12 00 ' " To3 LL ~ t 8 � fA o_� y o > Z rno 0 u LML o iiLo 2 n N [I3 CL 0 as oil v n d co �LO co ti NN _co C� co CL Tamara Fix From: Teryl Heller [theller@fedwaymirror.com] Sent: Wednesday, February 04, 2009 11:41 AM To: Tamara Fix Subject: Re: Legal Notice - Pac Plaza Retail Attachments: 5340467058.doc; ATT00001.htm Thanks, Tamara. Will publish 1/7/09 as requested. Hope your week is going well and your baby is doing good! Any new pics? He must be getting to be a year old?? Teryl On Feb 4, 2009, at 11:27 AM, Tamara Fix wrote: Please publish the following legal notice (Pac Plaza Retail NOA & Opt DNA, 08-104541) in Saturday's (Feb. 7, 2009) issue. Please confirm and issue an affidavit of publication. Thank you! Tamara Fix .Adn n -Asst. City of FederaC- Way tamara�iac� offederafivaU.com LINARDIC DESIGN GROUP 1319 DEXTER AVE N A SUITE 260 A SEATTLE. WA 96109 TELEPHONE A 206-283-4764 FAX A 206-283-1293 January 20, 2009 Deb Barker City of Federal Way 33530 1 s` Way So Federal Way, WA 98063 RE: Pac Plaza 27525 Pacific highway South Proj # 08-104541 -00-U P Dear Deb, Enclosed are the corrections you requested for the above mentioned project per your comments dated October 21,2008 Item: Description: 1. Please see the attached water and sewer availability certificates 2. Please see the enclosed Queuing Analysis for the proposed project. The site plan and the landscape has been revised to add an additional one way exit drive to the Southwest of the project. The final correction at this point is the removal of the exterior doors on the West elevation as they are not required for exiting. Regarding the comment for a soils report due to the proximity of the proposed building and the detention tank, all efforts will be used to provide safe construction. The report is not finished as of yet but there are no preliminary finding to state that some extraordinary means would be required to satisfy the comment. If there are any questions please do not hesitate to call. Sincerely, Linardic Design Group/Architects Mike Baily MB:Ib v Y Web date: 04/26/2007 — LQ��� SEINER AVAILABILITY: /� King County r,tt�� KING COUNTY CERTIFICATE OF. Department of Development and Envlror rn`4n al rynS6rdfces S jNER A SI T • - ERU UOK. Building Services Division i - - 900 Oakesdale Avenue Southwest Ty OF FEt7E'14AL- WAY Renton, 6ashingto 206 2ss ��;7 13U;L.DING'DEFT. For alternate formats, call 206-29P-660LIA This certificate provides the Public Health - Seattle & King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals. Uo not write in MIS box Number Abuilding Permit ❑ Short Subdivision ❑ Preliminary. Plat or PUD ❑ Rezone or other: Applicant's name: E 7-1 Z Z- L C Proposed use: ' JFCr414 CnFFFlc C0-4�'e-RC144 ✓ Location (attach map and legal description if necessary): Name z 7-5-1 pcw-rc Aawy, s 9z20� Sewer agency information: 1. P4r—_a. Sewer se_rvicecan be provided by side sewer connection only to an existing O size sewer 15 -" Jjdfeet from the site and the sewer system has the capacity to serve the proposed use. OR orf ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site; and/or ❑ (3) Other (describe): 2.�a The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. J 3. �_ a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board OR approval for extension of service outside the district or city. ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: Bar C- 1-CV41yrIM J� b. Easement(s): 45 Z&-o0iez:'z-,. v � C. Other: 54*242 St RVrC E cew•+r� cTie.V y� �gAar� r� G; ura' D. `�f nts: �rloc�rT��Pr ^s �7.q�tJ.aG r��"'4cJr PCB .1 a i4 Q * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor facilities. * I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature, LAKEHAVEN UTILITY DISTRICT �%aN.TriG9rt% STi9Ar5 Agency name Signatory name Title ignature tee t j10'QP sewer availability form.doc b-cert-sewer.pdf 02-07-2002 Page 1 of 1 am I King County RESUBMITTED Department of Development and Environmental Servlces Building Services Division 1 20�9 900 Oakesdale Avenue Southwest JAN 2 Renton. Washington 98057-5212 Ec ;-6600 TTY 206-29Ci210 OF FEDERAL W;.\ / Web date: 04/26/2007 WATER AVAILABILITY: K"�3 KING COUNTY CERTIFICATE OF WATER AVAILABILITY -- - E-PU UNK. For alternate formats, call 206-296-6600. This certificate provides fie 1'uialic Health - Seattle & King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals.. r Do not write in this box -- Number )9,6uilding Permit ❑ Short Subdivision ❑ Preliminary Plat or PUD ❑ Rezone or other: Applicant's name: e'T/-Z GL,C J Proposed use: GrjrW&WeI 4 /F67..414 Location (attach map and legal description if necessary): ' z 75-z5- Pc,1,a-1c ,/wr S Name 1. )91 a. Watei can be provided try service connection only to an existing _ U (size) water main that is 51c)r ' V feet from the site. OR ❑ b. Water service will requi a an improvement to the water system of. ❑ (1) feet of water main to reach the site; and/or ❑ (2) The construction of a distribution system on the site; and/or ❑ (3) Other (describe): 2. a- OR The water system is in conformance with a County approved water comprehensive plan. ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4- �i/d, Water is or will be availabY at the rate of flow and duration indicated below at no. less than 20 psi measured at the nearest fire hydrant 0- 1 ��f feet from the t�Jproperty (or as marked on the attached map): Rate of flow at Peak Remand. I] less than 50a gpm (approx. gpm) ©500 to 999 gpm ]] t001] gpm or more ❑ flaw test of gpm f�calculabon of �o '/gpm Duration; El less than 1 hour ❑ t hour to 2 hours hours or more Other. OR clu (Note: Commerdai bullding permits which inde muItifamlly slructvres require flow test or calculation.) ❑ b. Water system is not capable of providing fire flow. 5.V a. OR Water system has certificates of water rights or water right claims sufficient to provide service. ❑ ti. Water system does not currently have necessary waterir hts or water right claims.. J E'x►sr►ivg $4. seer. WY Vor 8� .��Qv��' q.vD w►tc Nee-& To dE 41✓. WAII *c O Uk10, r? Comments/conditions:f� rJ.VY�'e_ Se,pU�Cp ta.✓.yT/a>s .ffP?✓/[�TreaJ �C�"r,�/„C{�y I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT Va,,.14Ty.4AI S7Wg75 Agency name �•vGr� Title In� Pressure Zone; Highest Lowest Signatory name Ignature Elevation of Property Est. Min. Pressure Max. psi -- The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. Water availability form Rev. 05-19-2003 Page 1 of 1 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: September 30, 2008 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King County Fire & Rescue FROM: Deb Barker FOR DRC MTG. ON: DATE - October 16, 2008 (Completeness Review) FILE NUMBER(s): 08-104541-00-UP, 08-104543-00-SE RELATED FILE NOS.: 07-104126-PC PROJECT NAME: PAC PLAZA Retail development PROJECT ADDRESS: 27525 Pacific Highwat South ZONING DISTRICT: BC PROJECT DESCRIPTION: Demo existing building and construct new 5,850 SF retail building and a 450 sq/ft two lane drive thru coffee stand, 27 parking stalls and site improvements LAND USE PERMITS: Process III, SEPA PROJECT CONTACT: LDG Architect, 1319 Dexter Avenue, Suite 260 Seattle, WA 98109 206-283-4764 MATERIALS SUBMITTED: Site plan, elevations, landscape plan, Topo survey, Grading and TESC, Drainage and water and sewer plans, targeted drainage report, SEPA checklist. Project De"scription: Proposed 5,850 square- the land use application or the :environrnenfai toot retail building with detached 450 SF coffee impacts of the proposal to the Director of Com- shop with drive-thru lanes, 26 parking staffs. and munity Development. Services by 5:00 p.m. on .site improvements on a 29.973 square -font site. February 23, 2009. Persons who submit written Project includes demolition of existing building. comments to the Director, or specifically request a copy of the decision; may appeal the Process Applicant: LDG Architects, 1319 Dexter Avenue III decision. However, any interested party may North, Suite 260, Seattle, WA 98109 appeal the environmental threshold determina- tion. Details of appeal procedures for We re - Project Location: 27525 Pacific Highway South, quested land use decision will be included with Federal Way, WA the written decision. Date Application Received: September 25, Issuance of Final Environmental Determination: 2008 The final Determination of Nonsignificance may Date Determined Complete: January 30, be issued without a second comment period, 2009 unless timely comments identify probable signifi- Date of Notice of Application: February 7, cant adverse impacts that were not considered 2009 by the Notice of Optional Determination of Non - Comment Due Date: February 23, significance. A copy of the Determination of Non- 2009 significance may be obtained upon request. Permits Required by This Application: Consistency with Applicable City Plans and Reg - Process III Approval (File #08-104541-00-UP).ulations: Development of the site is subject to Environmental Review (File #08.104543-M all applicable City codes and regulations, includ- SE), Concurrency (File #08-104544-00•CN) ing FWCC Zoning, Environmental Protection, Landscaping. Community Design Guidelines. Other Permits Known at : at this Time and Not In -none Environmental Protection, and Planning and De - Other in This Application: velopment Chapters. Existing ;Environmental Documents; SEPAThe official project file is available for public re - Checklist, Technical Information Report, Con- view at the Department of Community Develop - currency ment Services, 33325 8th Avenue South, PO Relevant Environmental Documents Are Avail- Box 9718, Federal Way, WA 98063-9718. able at the Address Below: X Yes No City Staff Contact: Deb Barker, Senior Planner, Development Regulations to Be Used for Project 253-835-2642 Review Known at this Time: Fedoral Way City FWM 1502 Cade (FWCC) Chapters 18, 21, and 22 Date of Publication: February 7, 2009 Optional Environmental Determination: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a prob- able significant adverse impact on the environ- ment. It is likely that an Environmental Impact Statement (EIS) will not be required under RCW 43.21C.030(2)(c). The City anticipates that a Determination of Nonsignificance (DNS) will be issued for the proposed project. The optional DNS process in WAC 197-11-355 is being used. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determina- tion for the specific proposal may be obtained upon request (In addition, the lead agency may choose to maintain a general mailing list thresh- old determination distribution.) CITY OF FEDERAL WAY Integrated Comment Period: Consistent with NOTICE OF LAND USE APPLICATION AND the provisions of WAC 197-11-355, a single inte- NOTICE OF OPTIONAL DETERMINATION grated comment period will be utilized to obtain OF NONSIGNIFICANCE comments on the Notice of Land Use Applica- (DNS) tion and Notice of Optional Determination of Nonsignificance. This may be the only opportu- Proiect Name: Pac Plaza Retail and Coffee nity to comment on the environmental impacts Shop of the proposal. Any person may submit written comments on FEDERAL WAY 01 AA[IRR R I -A,,' A SOUND PUBLISHING NfWSPAPfR Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way — Community Development Dept. L-1502 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 7th day of February. 2009 , and ending on the 7th day of February, 2009 , both ly di dates inclusive, and that such newspaper was regularstributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 204.76 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090. Subscribed to and sworn before me this loth day of March, 2009. Notary Public in and for the State of Washington, Residing at Federal Way NOTARY PUBLIC STATE OF WASHINGTON TERYL A. HELLER My Appointment Expires Sept. 04, 201 1414 S. 3241h STREET, SUITE 13210, FEDERAL WAY, WA 98003 ■ 253-925-5565 ■ F A X: 253-925-5750 '205510030 72055 7205510010 r205500010 S 276TH ST f.. 7205500020 7205500030 I 3322049060 3322049170 3322049217 3322049218 7204800183 7204800182 7204800180 3322049129 Subject 1 �332204TRCT. 1 1, 3322049220 r I ' 7204800184 7204800185 7204800188 7204800190 3322049012 7204800186 RECEIV ED SE? 2 5 2008 (STY OF FEDERAL VVA` CDs Prepared By: First American Title Insurance Company of Oregon August 4th, 2008 N 0 80 feet LEGEND = Subject ©300' radius =Notification Area °Water Feature This information is deemed reliable but is not guaranteed 1% R E C E IV MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES � � 20n� 33325 8`h Avenue South � � � CITY OF SEP 9, PO Box 9718 FederalWay Federal Way 98063- �� � " � � � � {�%� � � �� 253-835-2607; Faxax 253-835-26092609 www.citvoffcdcralway.com APPLICATION NO(S) O s LY-4 _ OcD —�-A eM () / Date Project Name Ems_ A Property Address/Location 2'�' G�— Parcel Number(s) Project Description A— PI.F.ASF, PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director=s Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Zoning Designation Comprehensive Plan Designation ,Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type �-- Construction Type Applicant (9— �S-63� Name: 15-1-N i...i"Ack>WC Address: L"2LJ City/State: tW,� Zip: Phone: 'Z. a 4o Fax: ZCle Email: V� Signature: 1 _� Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: j;T( Address: (7i19 17��T'$ (Z Ar�iE 41 City/State: Zip: 'j3 (=195 Phone: Fax: Email: �a Signature: r Mr Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application V. 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F. €EY PAC RETAIL 27525 PACIFIC HWY SO WEST VIEW SOUTH VIEW EAST VIEW NORTH VIEW CITY OF FEDERALIWAY PAC RETAIL 27525 PACIFIC HWY 5O HARDI-PLANK SIDING a 0 z c J_ a1 BRICK FACADE a a 2 c a RECEI S E P 2 5 ZOOS CANOPY/CC GLAZED TIL GREEN STOREFRONT CLEAR ANOD ALUMN CANOPY STOREFRONT CLEAR ANOD ALUMN OF FEDERAL WAY i LINARDIC DESIGN GROUP 1319 DEXTER AVE. N. A SUITE 260 A SEATTLE, WA 98109 TELEPHONE A 206-283-4764 FAX A 206-283-1293 September 23, 2008 City of Federal Way 33325 81h Ave So Federal Way, WA 98053 RE: Pac Plaza 27525 Pacific Ave so Narrative Summary Site Design: An existing signaled single entrance off Pacific Ave allows access to the development, this entrance is also shared by a neighboring McDonalds restaurant. A pedestrian entrance begins from the existing cone walk off Pacific Hwy and leads to a open area which encompasses a permanent seating plaza next to Building 8. From there the pedestrian connection parallels the drive to proposed building A. The site is generally flat in nature allowing good visibility throughout. All parking and driving surfaces are AC paving while the pedestrian connections consist of a patterned stamped concrete. The ccnc walks surround the proposed structures are to be a broom finished concrete. A refuse area is located to the east of building A, they will be built from CMU and will be provided with a metal gate structures for closure. Building Design: All the proposed building will carry a common theme of lapped cedar siding and metal roofing. Each building will depict a "theme color" to differentiate them from each other. The use of modulation and canopies has been applied to accommodate the requirement of the zoning code. Building and Pedestrian Orientation: The building entrances are orientated towards Pacific Hwy So District Guidelines: The parking is located in the center of the retail area, the associated parking lot lighting is provided with 20' tall pole mounted 250 watt metal halide box fixture with out off as required to minimize the off site light spillage. These poles where applicable will provide pedestrian lighting with smaller fights aimed towards the designated walkway. Institutional Uses: N/A Design Criteria For Open Space: We are providing an area for Open Public Space, but as I read there is no requirement due to not having to abide by the "Bonus Height' requirement. If there are any questions please do not hesitate to call. Sincerely, Linardic Design Group/Architects Mike Baily MB:Ib RECEIVE® S E P 2 5 2008 CITY OF FEDERAL WAY CDS W W W W W W Yl Vf Yf O O O YI O O �N �Na aaa AAA N N N 3tz- f-f- 3! Z0•9 TARGETED DRAINAGE REPORT PAC PLAZA 27525 PACIFIC HWY S BY SITE DEVELOPMENT SERVICES 310 208th ST_ SE BOTHELL 98012 425-481-9687 September 18, 2008 �r 2 c T)0UG 0NALRECE EXPIRES SEP 2 5 200E CITY OF FEDERAL. war CDs TABLE OF CONTENTS Section Title Project Overview Preliminary Conditions Summary Offsite Analysis Treatment Design Conveyance systems Analysis and Design Special Reports and Studies Other Permits Erosion/Sedimentation Control Design Bond Quantities and Other Forms Maintenance & Operations Manual Section Number III(not required) IV V(not required) VI(not used) VII(not used) VIII IX(to be provided) X SECTION I PROJECT OVERVIEW PROJECT OVERVIEW Located at 27525 Pacific Hwy. S in the City of Federal Way, the subject site is 0.69 acres in size and is occupied by a building and associated parking and landscaping. The building was constructed in 1995 for use as a bank, but has been used since then for other purposes. It draws access via a driveway to Pacific Hwy S. that is shared with a McDonalds restaurant: The driveway is signalized and is used for an entrance to a park and ride across Hwy 99. This project proposes to remove the existing building and most of the parking area and construct a Big Foot Java drive through and a separate retail building. The site will be regarded to accommodate the new buildings and parking lot, but the driveway will remain. Detention for the developed site will use the existing detention tank on the west side of the site. However, because of the proposed site configuration, the biofiltration swale that is located on the north side of the site will be removed and a StormFilter manhole will be used for water quality treatment: By virtue of the value of the redevelopment, the project is subject to Category 3 Targeted Drainage Review. Table 1.1.2.A of the 1998 King County Drainage Manual shows that the TIR needs to address Core Requirements 5, 6, and 7, together with Special Requirements 4 and 5 if no exceptions apply. It is estimated that the site will have no more than 300 vehicles per day. Because the total floor area is 6,450 square feet, then 645 vehicles can used the site before special oil control measures are required. Therefore, Special Requirement Number 5, Oil Control, does not apply. As for Source Controls (Special Requirement No. 4), the only source of pollutants is the dumpster area. Because the dumpster will be a covered unit, source control is provided. Because of the significant revisions to the site and due to the need for a different water quality system, a drainage and grading plan is being submitted. It shows that the StormFilter will be placed in the parking lot. Runoff will then be routed to the upper end of the existing detention system. Roof runoff will be connected to the pipe that connected the existing biofiltration swale to the detention system. The area behind the building (over the existing detention system) will not be treated, but will connect to the existing detention system. Per Section 1.2.8.2 of the Manual, untreated discharges are permitted from PGIS' if the drainage from any such area must be pumped in order reach the treatment facility, if it is under 5000 square feet, and if a treatment trade is not possible. Examination of this area reveals that it is 3,160 square feet. It cannot be drained to the StormFilter Manhole without pumping or extending a line under the building. Finally, because the upstream area is a separate parcel that captures its runoff already, it cannot be used as a treatment trade. Therefore, allowing this area to bypass the treatment system is allowable. In accordance with Table 2.3.2.A of the Manual, only Sections 1, 2, 4, and 8 need to be addressed in this report. King County Department of Development and. Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part I PROJECT OWNER AND PRO.JEGT'ENGINEER'. Project Owner AddressY:3I q -0�-/,tey-/qVr W -5VfI-e- p�4(e- ��rig zc90 Phone Project Engineer. r r Company Flo M eu Address/Phone 8 P irf'3 TYPE.'01= lsCRMIT APPLtCATIDN' Subdivison Short Subdivision Grading ,<Commercial Other 'PaA 2 'PROJECT LOCATION AND ,DES-CRIPTI.QN Project Name Location Township ZZ Range 4-- .._........Section -7�f Part 4 OTHER REVIEWS AND PEkMITS DFW HPA Shoreline Management COE 404 Rockery DOE Dam Safety Structural Vaults FEMA Floodplain Other COE Wetlands Parts ,ITE C.OMMUNIYY ANb, DRAINAGE .BASIN Community 12 sc,,x GHQ Drainage Basin VJ S�� cl- - Part Fi SITE -CHARACTERISTICS River Floodplain Wetlands Stream . Seeps/Springs Critical Stream Reach High Groundwater Table Depressions/Swales Groundwater Recharge Lake Other Steep Slopes Part 7 SOILS Soil Type G Slopes Erosion Potential oc��raWA &Are - Additional Sheets Attached Erosive Velcoties fob Part 13.. ❑EVELOPMENT:LIMITATI0N.S REFERENCE LIMITATION/SITE CONSTRAINT Ch--4--Powrrs4r r — - - Additional Sheets Attached Part:9 ESC-REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION Sedimentation Facilities -Stabilize Exposed Surface ,vStabilized Construction Entrance 6,F emove and Restore Temporary ESC Facilities ,iVerimeter Runoff Control LCI an and Remove All Silt and Debris Clearing and Graing Restrictions censure Operation of Permanent Facilities &.1 over Practices Flag Limits of SAO and open space preservation areas construction Sequence Other Other Part 1 Q SURFACE WATER SYSTEM Grass Lined ank Channel Vault 'ae System Energy Dissapator Open Channel Wetland Dry Pond Stream Wet Pond Brief Description of System Operation 5-LLr Sr ��s'�_� I` l �@ ^ G�.,r cc-[�1c r es.�e I L►n`t m Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL -ANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Infiltration Depression Flow Dispersal Waiver Regional Detention u AA VP Method of Analysis Compensation/Mitigati on of Eliminated Site Storage -Fart tLI EASEMENTS/TRACTS --Drainage Easement access Easement Native Growth Protection Easement Tract Other -Part 13, SIGNATURE OF PRDFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Q) f 27 TH S T F -Zj CFT S 2ND ST PARK CD CD SITE S "PiTA FL s T;> J TH V'- 279Th Sr T W. t mv- 'V, xr, ST ST . +�4--t .51 A * . .. . wl S 286TH 5T Ilk !Z S 288TH ST JTl 2817 ST .k q K lu� T 17o pf Z! VICINITY MAP 27525 PACIFIC HWY S FEDERAL WAY, WA 98003 C4 STORMFILTER A, A'. A L G T BASIN LIMIT LICLtPt I-Wl IMXR+ s ' - ASPHALT PAVING • rK �7 !V.� 9AWANT. Kv, I t a, X.Nr, WfL worm lwrm� EASLKNI. %ps w NMI 0 ra Z PROPOSED R-5781W BLDG 117 3rwr el* %W* Q J!, Act IRU TO - it VIM No :j At -.135 C-M-0y, 3 L! V A K UNIU Aguvo- gc. �C VUIA-T 46 I L--F D-0'W34' xf i IN •c: CONCRETE PAD I C s C, CONCRETE PAD DENT 97.22O0S7M972909MR- N0597D 71, STORMFILTE ASPHALT PAVING I d•,_;t'�/ ' BASIN LIMIT STORM FILTER BASIN I "= 50' 7�j AgB 4, 'ITE' . . . . . . . . . . . ff w 41 KingCounty Area, Washington:(WA633) 0 Map Unit Symbol Map Unit Name Acres in Percent of AOI AOI AgB Alderwood 29.6 50.5% gravelly sandy loam, 0 to 6 percent slopes AgC Alderwobd 26,0 44.30/9 gravelly sandy loam, 6 to 15 percent slopes SOILS MAP SECTION II PRELIMINARY CONDITIONS SUMMARY PRELIMINARY CONDITIONS SUMMARY Because this project is subject to a Category 3 Targeted Drainage Review, only Core requirements 5, 7 and 9 plus Special requirements 4 and 5 need be addressed (this means that an offsite analysis, Section 2, is not required). However, :the Project Review Section shows that Special Requirements 4 and 5 are not applicable, so they will not be discussed in this section. Because the water quality system is being replaced and because of requirements under the Federal Way Code, Core Requirement No. 8 is discussed below. CORE REQUIREMENTS Erosion and Sediment Control: Due to the small size of the site, limited ESC measures can be utilized. Section D.4.3 of Appendix D, states that perimeter protection may be used as the sole means of treatment if the runoff path meets the requirements of the section. Examination of the site grades shows that the maximum travel distance for runoff is 158 feet over a slope of 3.5%. Section D.4.3 states that any runoff path of 250 feet or less at a slope of 10% or less meets the requirements for use of perimeter protection as the only means of treatment. Since the runoff path from this site is shorter and flatter than this limiting condition, no treatment system beyond a silt fence placed at the perimeter of the work area is required. Maintenance and Operations: Maintenance requirements are provided in Section X. Financial Guarantees and Liability: All required guarantees will be provided when requested. Water Quality: Water quality is required and provided, as discussed above in the Project Overview Section. SECTION IV TREATMENT DESIGN WATER QUALITY TREATMENT DESIGN This section contains the runoff calculations for sizing of the StormFilter manhole. The area to be treated is 0.43 acres and is shown in the basin map in Section I. It will consist of a 48 inch diameter manhole with two cartridges. The water quality storm is calculated per the requirements of Section 6.2.1 of the Manual, which specifies flow equal to 60% of the two year storm as determined using KCRTS with 15 minute time steps. SECTION 32 RUNOFF COMPli .ION AND ANALYSIS METHODS ST 1.1 FIGURE 3.2.2-A RAINFALL REGIONS AND REGIONAL SCALE FACTORS ST 1.0/ ST 1.0 LA 0.8 LA 0.9 LA 1.0 LA 1.2 ,._-_,_ - . tiSN ONONISN COUNTY ! LAND$ -BURG' ST 1.0 • cy ST 1.0/ Rainfall Regions and LA 0.8 Regional Scale Factors LA 0.9 E 3 Incorporated Area LA 1.0 . River/Lake Major Road 9/1/98 1998 Surface Water Design Manual 3-22 BASIN DATA FOR STORMFILTER KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea-Tac Computing Series : FEDTR.tsf Regional Scale Factor : 1.00 Data Type Reduced Creating 15-minute Time Series File loading Time Series File:C:\KC-SWDM\KC_DATA\STTG15R.rnf Till Grass !. acr Scaling Yr: 8 loading Time Series File:C:\KC SIIDM\KC DATA\STEI15R.rnf Impervious 0.32 acres Adding Yr: 8 Total Area 0.43 acres -- oce_5ct►t 5>c. e Peak Discharge: 5 at :3 on Jan 9 in Year 8 Storing Time Series File:FEDTR.tsf Time Series Computed FLOW PEAKS AND FREQUENCIES Flow Frequency Analysis Time Series File:fedtrl5.tsf Project Location:Sea-Tac --Annual Peak Flow Rates -- Flow Rate Rank Time of Peak (CFS) 0.153 6 8/27/01 18:00 0.106 8 9/17/02 17:45 0.313 2 12/08/02 17:15 0.123 7 8/23/04 14:30 0.168 5 10/28/04 16:00 0.178 4 10/27/05 10:45 0.210 3 10/26/06 22:45 0.433 1 1/09/08 6:30 Computed Peaks -----Flow Frequency - - Peaks - - Rank (CFS) 0.433 1 0.313 2 0.210 3 0.178 4 0.168 5 )6E_153 6 0.123 7 0.106 8 0.393 Analysis------- ReturnProb Period 100.00 0.990 25.00 0.960 10.00 0.900 5.00 0.800 3.00 0.667 2.00.500 1.30 0.231 1.10 0.091 50.00 0.980 8 8 8 Based on the above output file, the two year storm is 0.15 cfs, or 67.3 gpm. Therefore, per Section 6.2.1 of the King County Drainage Manual, the water quality design flow is: (j UJ Qwgo = 0.60 (67.3) = 40.4 gpm � d�a �,�o rage i or 2 r- Dave SDS From: 'Reidy, Joe" <ReidyJ@�ontec pj,rA To: "David C. Dougherty"av sds@co Sent: Friday, September 19, 2008 9:46 AM Attach: mhsf3-48pc-dtl-MULTI-DRP.dwg Subject: RE: FED276 LLC, aka Pac plaza i Dave- - net> To treat the Pac Plaza site, you will need (2) 27" cartridges in a 48" manhole for about $16,200. 1 have attached the CAD drawing for your use. Thank you, Joe 503-258-3114 From: David C: Dougherty [mailto:dave.sds@comcast.net] Sent: Thursday, September 18, 2008 5:27 PM To: Reidy, Joe Subject: Re: FED276 LLC, aka Pac plaza Joe, No, I used KCRTS. I just found different requirements in the Manual for computing the water quality flow rate, so I have included a new work sheet. I used 15 minute time steps and took 60% of the 2 year flow rate, which was 0.15 cfs. This works out to 40.4 gpm, if my math is right. Before I used one hour time steps and took 64% of the 2 year flow rate. Dave -- Original Message --- From: Reidv. Joe To: David C_ Dougherty_ Sent: Thursday, September 18, 2008 3:52 PM Subject: RE: FED276 LLC, aka Pac plaza Hi Dave - Did you use VWVHM to calculate the flows? Thank you, Joe 503-258-3114 From: David C. Dougherty [mailto:dave.sds@comcast.net] Sent: Thursday, September 18, 2008 9:55 AM To: Reidy, Joe Subject: FED276 LLC, aka Pac plaza Joe, Could you please provide a design and estimate for a StormFilter system for this project? The filter will be before the detention. The lowest outlet elevation of the filter will be about 316.0 and the grate elevation at that point is 322.46. There would be a pipe entering the filter at a maximum elevation of 319.71. We would want the filter to also serve as a catch basin inlet, i.e. it would have a grate. 9/19/2008 SECTION VIII EROSION/SEDIMENTATION CONTROL DESIGN EROSION AND SEDIMENTATION CONTROL DESIGN As discussed in the Preliminary Conditions Summary, erosion control is provided by silt fences placed along the perimeter of the site, together with ground cover practices and a construction entrance. A copy of Section D.4.3 is enclosed to support the use of perimeter silt fences as the sole method of treatment. '1 SECTION DA ESC MEASURES D.4.3 PERIMETER PROTECTION 4 ESC Requirement 3: Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as more conventional, constructed measures, such as silt fences. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: There are three perimeter protection measures in this section that can be used to satisfy ESC Requirement 3: silt fence, brush barriers, and vegetated strips. These measures can be used interchangeably. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there is no need for the perimeter protection measures specified in this section. Criteria for Use as Primary Treatment: At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flowpath meets the criteria listed below. If these criteria are not met, perimeter protection shall orlly be used as a backup to a sediment trap or pond. Average Slope Slope Percent Flowpath Length 1.511:1V or less 67% or less 100 feet 211:1 V or less 50% or less 115 feet 411:1 V or less 25% or less 150 feet 611:1 V or less 16.7% or less 200 feet 1 01f:1 V or less 10% or less 250 feet DAM SILT FENCE Code: SF Symbol: Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow can be treated solely by a silt fence, rather than by a sediment trap or pond, is when the area draining to the fence is small (see "Criteria for Use as Primary Treatment" on page D-18)_ Design and Installation Specifications 1. See Figure D.4_E for details. 9/l/98 Erosion and Sediment Control Standards D-18 SECTION X MAINTENANCE & OPERATIONS MANUAL MAINTENANCE AND OPERATIONS MANUAL The enclosed matrix provides the necessary measures to properly maintain the drainage system on the site. Treatment is provided by the Stormfilter manhole provided by Contech Stormwater Solutions. The filter vault will be maintained by the manufacturer on a contractual basis. A summary of maintenance considerations as provided by the supplier is included at the end of this section. Once a year check the depth of sediment in the catch basin at the inlet pipes. If silt has reached a depth of one foot, clean out the catch basins. Maintenance of the detention tank and flow restrictor are also included in the attached pages. APPEND,- .; MAINTENANCE STANDARDS FOR PRIVA'1 MAINTAINED DRAINAGE FACILITIES NO.3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Storage Area . Plugged Air Vents One-half of the cross section of a vent is blocked at Vents free of debris and any point with debris and sediment sediment Debris and Accumulated sediment depth exceeds 10% of the All sediment and debris Sediment diameter of the storage area for %z length of storage removed from storage area. vault or any point depth exceeds 15% of diameter_ Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than Yz length of tank. Joints Between Any crack allowing material to be transported into All joint between tank /pipe Tank/Pipe Section facility sections are sealed Tank Pipe Bent Any part of tank/pipe is bent out of shape more than Tank/ pipe repaired or replaced Out of Shape 10% of it's design shape to design. Manhole Cover Not in Place Cover is missing or only partially in place. Any open Manhole is closed. manhole requires maintenance_ Locking Mechanism cannot be opened by one maintenance Mechanism opens with proper Mechanism Not person with proper tools. Bolts into frame have less tools_ Working than'h inch of thread (may not apply -to self-locking lids.) Cover Difficult to One maintenance person cannot remove lid after Cover can be removed and Remove applying 80lbs of lift_ Intent is to keep cover from reinstalled by one maintenance sealing off access to maintenance. person. Ladder Rungs King County Safety Office and/or maintenance person Ladder meets design standards Unsafe judges that ladder is unsafe due to missing rungs, allows maintenance person safe misalignment, rust, or cracks_ access_ Catch Basins See "Catch Basins" Standards No. 5 See "Catch Basins" Standards No_ 5 1998 Surface Water Design Manual 9/1/98 A-3 APPENDIX A MAINTENANCb fANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.4 - CONTROL STRUCTUREIFLOW RESTRICTOR Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trash and Debris Distance between debris build-up and bottom of All trash and debris removed - (Includes Sediment) orifice plate is less than 1-1/2 feet_ Structural Damage Structure is not securely attached to manhole wall Structure securely attached to and outlet pipe structure should support at least wall and outlet pipe. 1,000 Ibs of up or down pressure. Structure is not in upright position (allow up to Structure in correct position. 10% from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are show signs of rust_ water tight; structure repaired or replaced and works as designed. Any holes --other than designed holes --in the Structure has no holes other structure. than designed holes_ Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily maintenance person_ and is watertight_ Chain leading to gate is missing or damaged_ Chain is in place and works as designed. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. - Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing, out of place, or bent orifice plate. designed_ Obstructions Any trash, debris, sediment, or vegetation Plate is free of all obstructions blocking the plate. and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the Pipe is free of all obstructions ; potential of blocking) the overflow pipe. and works as designed_ Manhole See "Closed Detention Systems" Standards No. 3 See "Closed Detention Systems' Standards No. 3 Catch Basin See "Catch Basins" Standards No. 5 See'Catch Basins" Standards No_ 5 9/1198 A-4 1998 Surface Water Design Manual APPEND_ A MAINTENANCE STANDARDS FOR PRIVA'►._...Y MAINTAINED DRAINAGE FACILITIES NO.5 - CATCH BASINS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trash & Debris Trash or debris of more than 1/2 cubic foot which is No Trash or debris located (Includes Sediment) located immediately in front of the catch basin immediately in front of catch opening or is blocking capacity of the basin by basin opening. more than 10% Trash or debris (in the basin) that exceeds 1/3 the No trash or debris in the catch depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking Inlet and outlet pipes free of more than 1/3 of its height. trash or debris. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within the catch basin. gases (e_g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which volume would attract or support the breeding of insects or rodents_ Structure Damage to Comer of frame extends more than 3/4 inch past Frame is even with curb. Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks wider than 1/4 inch (intent is to make sure cracks. all material is running into basin). Frame not sitting flush on top slab, i_e_, separation Frame is sitting flush on top of more than 3/4 inch of the frame from the top slab. slab. Cracks in Basin Walls/ Cracks wider than 1/2 inch and longer than 3 feet, Basin replaced or repaired to Bottom any evidence of soil particles entering catch basin design standards. through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot No cracks more than 1/4 inch at the joint of any inlet/ outlet pipe or any evidence wide at the joint of injet/ouilet of soil particles entering catch basin through pipe. cracks. Sediment/ Basin has settled more than 1 inch or has rotated Basin replaced or repaired to Misalignment more than 2 inches out of alignment design standards_ 1998 Surface Water Design Manual 9/1/98 A-5 APPEND MAINTENANCE STANDARDS FOR PRIVA')Y MAINTAINED DRAINAGE FACILITIES NO.10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment & Debris Accumulated sediment that exceeds 20% of the Pipe cleaned of all sediment diameter of the pipe, and debris. Vegetation Vegetation that reduces free movement of water All vegetation removed so water through pipes_ flows freely through pipes. Damaged Protective coating is damaged; rust is causing Pipe repaired or replaced_ more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20%. Open Ditches Trash & Debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20 % of the Ditch cleaned/ flushed of all design depth. sediment and debris so that it matches design.' Vegetation Vegetation that reduces free movement of water Water flows freely through through ditches. ditches. Erosion Damage to See "Ponds" Standard No_ 1 See "Ponds" Standard No. 1 Slopes Rock Lining Out of Maintenance person can see native soil beneath Replace rocks to design Place or Missing (If the rock lining. standards. Applicable). Catch Basins See "Catch Basins: Standard No_ 5 See "Catch Basins" Standard No. 5 Debris Barriers See "Debris Barriers" Standard No.6 See "Debris Barriers" Standard (e.g., Trash Rack) No_ 6 NO.11 - GROUNDS (LANDSCAPING) Mai tenance Defect Conditions When Maintenance is Needed Results Expected When-,..-" compo t Maintenance is Perfo ed General Weeds Weeds growing in more than 20% of the landscaped Weeds preprifin less than 5% oisonous) area (trees and shrubs only). of the I scaped area. Safety Hat Any presence of poison ivy or other poisonous o poisonous vegetation vegetation. present in landscaped area. Trash or Litter Trees and Shrubs Damaged r, cans, bottles, totaling more th cubic foot Area clear of litter. within dscaped area (trees shrubs only) of 1,000 squa et. Limbs or parts of s shrubs that are split or broken whi ect more 26% of the total foliage o e tree or shrub. rees or shrubs that have been blown d knocked over_ Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tr1r6kr shrub in place and adequa supported; remove any dead or ased trees_ 1998 Surface Water Design Manual 911/98 A-9 APPENDIX A MAINTENANCE, IANDARDS FOR PRIVATELY MAINTAINED DR. _RAGE FACILITIES NO.5 - CATCH BASINS (CONTINUED) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Fire Hazard Presence of chemicals_ such as natural gas, oil and No flammable chemicals gasoline_ present. Vegetation Vegetation growing across and blocking more than No vegetation blocking opening 10% of the basin opening. to basin - Vegetation growing in inlet/outlet pipe joints that is No vegetation or root growth more than six inches tall and less than six inches present. apart - Pollution Nonflammable chemicals of more than 1/2 cubic foot No pollution present other than per three feet of basin length. surface film. Catch Basin Cover Cover Not in Place' Cover is missing or only partially in place. Any open Catch basin cover is closed catch basin requires maintenance. Locking Mechanism Mechanism cannot be opened by on maintenance Mechanism opens with proper Not Working person with proper tools. Bolts into frame have less tools. than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 lbs. of lift-, intent is keep cover from maintenance person - sealing off access to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs, misalignment, Ladder meets design standards Unsafe rust, cracks, or sharp edges. and allows maintenance person safe access. Metal Grates Grate with opening wider than 7/8 inch. Grate opening meets design (If Applicable) standards. Trash and Debris Trash and debris that is blocking more than 20% of Grate free of trash and debris, grate surface. Damaged or Grate missing or broken member(s) of the grate. Grate is in place and meets Missing_ design standards. O.6 DEBRIS BARRIERS (E.G., TRASH RACKS) Maintenance elect Condition When Maintenance is Needed Results Expected When Components Maintenance is Pe ed. General Trash and Metal Damaged/ Missing Bars. Trash or debris that is plugging more than 20% of tht-wenings in the barrier. Bars are bent out of Bars are miss' r entire barrier missing. are loose and rust is causing 50% deterioration to any part of barrier. Bars in place with no bends more than 3/4 inch. Bars in place according to design. u or replace barrier to design ards. 9/1/98 1998 Surface Water Design Manual A-6 FJ 4 • 'via -all Maintenance Guidelines The primary purpose of the Stormwater Management StormFilter® is to filter out and prevent pollutants from entering our waterways. Like any effective filtration system, periodically these pollutants must be removed to restore the StormFilter to its full efficiency and effectiveness. Maintenance requirements and frequency are dependent on the pollutant load characteristics of each site. Maintenance activities may be required in the event of a chemical spill or due to excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Procedures Although there are likely many effective maintenance options, we believe the following procedure is efficient and can be implemented using common equipment and existing maintenance protocols. A two step procedure is recommended as follows: 1. Inspection Inspection of the vault interior to determine the need for maintenance. 2. Maintenance Cartridge replacement Sediment removal Inspection and Maintenance Timing At least one scheduled inspection should take place per year with maintenance following as warranted. First, an inspection should be done before the winter season. During the inspection the need for maintenance should be determined and, if disposal during maintenance will be required, samples of the accumulated sediments and media should be obtained. Second, if warranted, a maintenance (replacement of the filter cartridges and removal of accumulated sediments) should be performed during periods of dry weather. In addition to these two activities, it is important to check the condition of the StormFilter unit after major storms for potential damage caused by high flows and for high sediment accumulation that may be caused by localized erosion in the drainage area. It may be necessary to adjust the inspection/ maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection activities can be conducted at any time, and maintenance should occur, if warranted, in late summer to early fall when flows into the system are not likely to be present. Maintenance Frequency The primary factor controlling timing of maintenance of the StormFilter is sediment loading. A properly functioning system will remove solids from water by trapping particulates in the porous structure of the filter media inside the cartridges. The flow through the system will naturally decrease as more and more particulates are trapped. Eventually the flow through the cartridges will be low enough to require replacement. It may be possible to extend the usable span of the cartridges by removing sediment from upstream trapping devices on a routine as -needed basis in order to prevent material from being re -suspended and discharged to the StormFilter treatment system. Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. The maintenance frequency may be adjusted as additional monitoring information becomes available during the inspection program. Areas that develop known problems should be inspected more frequently than areas that demonstrate no problems, particularly after major storms. Ultimately, inspection and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed; based on results of inspection (The average maintenance lifecycle is approximately 1-3 years) Per Regulatory requirement In the event of a chemical spill Frequencies should be updated as required. The recommended initial frequency for inspection is one time per year. StormFilter units should be inspected after major storms. Sediment removal and cartridge replacement on an as needed basis is recommended unless site conditions warrant. Once an understanding of site characteristics has been established, maintenance may not be needed for one to three years, but inspection is warranted and recommended annually. Inspection Procedures The primary goal of an inspection is to assess the condition of the cartridges relative to the level of visual sediment loading as it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative flow through the filter cartridges. If the submerged cartridges are severely plugged, then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced. Warning: In the case of a spill, the worker should abort inspection activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct an inspection: Ir6ijoropt: Inspection should be performed. by a, person who is familiar with the operation and configuration of the Storm Filter treatment unit. 1. If applicable, set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the access portals to the vault and allow the system vent. 4. Without entering the vault, visually inspect the inside of the unit, and note accumulations of liquids and solids. 5. Be sure to record the level of sediment build-up on the floor of the vault, in the forebay, and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. Record all observations_ Digital pictures are valuable for historical documentation- 6- Close and fasten the access portals. 7. Remove safety equipment. 8_ If appropriate, make notes about the local drainage area relative to ongoing construction, erosion problems, or high loading of other materials to the system. - 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Decision Tree The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide. (Other factors, such as Regulatory Requirements, may need to be considered) 1. Sediment loading on the vault floor. a. If >4" of accumulated sediment, maintenance is required. 2. Sediment loading on top of the cartridge. a. If >1/4" of accumulation, maintenance is required. 3. Submerged cartridges. a. If >4" of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. 5. Bypass condition. a. If inspection is conducted during an average rain fall event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenance is required. 6. Hazardous material release. a. If hazardous material release (automotive fluids or other) is reported, maintenance is required. 7. Pronounced scum line. a. If pronounced scum line (say >_ 1/4" thick) is present above top cap, maintenance is required. 8. Calendar Lifecycle. a. If system has not been maintained for 3 years Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is required, OSHA rules for confined space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from CONTECH Stormwater Solutions. Warning: In the case of a spill, the maintenance personnel should abort maintenance activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct cartridge replacement and sediment removal maintenance: 1. If applicable, set up safety equipment to protect maintenance personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3.Open the doors (access portals) to the vault and allow the system to vent. 4. Without entering the vault, give the inside of the unit, including components, a general condition inspection- 5- Make notes about the external and internal condition of the vault. Give particular attention to recording the level of sediment build-up on the floor of the vault, in the forebay, and on top of the internal components. 6. Using appropriate equipment offload the replacement cartridges (up to 150 lbs. each) and set aside. 7. Remove used cartridges from the vault using one of the following methods: Method 1: A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain manifold and place them under the vault opening for lifting (removal). Unscrew (counterclockwise rotations) each filter cartridge from the underdrain connector. Roll the loose cartridge, on edge, to a convenient spot beneath the vault access. Using appropriate hoisting equipment, attach a cable from the boom, crane, or tripod to the loose cartridge. Contact CONTECH Stormwater Solutions for suggested Important: Note that cartridges containing leaf media. (CSF) do not require unscrewing Rom: their:connect&s. Take care not to.damage the manifold connectors. This connector should remain installed in the'.-:manifold.and could be capped during_the maintenance activity to prevent sedimerits.from entering1be underdrain manifold: B. Remove the used cartridges (up to 250 lbs. each) from the vault. Important: Care must be used to avoid. dareia ging the cartridges during removal and installation. The cost of repairing components damaged during maintenance Will be the responsiEiility of th!z,owner unless CONTECH Stormwater, Solutions performs -the maintenance activities and damage: is not related -to discharges to -the system. . C. Set the used cartridge aside or load onto the hauling truck. D. Continue steps a through c until all cartridges have been removed. Method 2: A. Enter the vault using appropriate confined space protocols- B. Unscrew the cartridge cap. C. Remove the cartridge hood screws (3) hood and float. D. At location under structure access, tip the cartridge on its side. Important: Note that cartridges containing media other than 11. Close and fasten the door. the leaf media require unscrewing from their threaded 12. Remove safety equipment. connectors. Take care not to damage the manifold 13. Finally, dispose of the accumulated materials in accordance connectors. This connector should remain installed in the with applicable regulations. Make arrangements to return the manifold and capped if necessary. used empty cartridges to CONTECH Stormwater Solutions. D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or load onto the hauling truck. F. Continue steps a through a until all cartridges have been removed. r; 8. Remove accumulated sediment from the floor of.the vault and from the forebay_ This can most effectively be accomplished by use of a vacuum truck. 9. Once the sediments are removed, assess the condition of the vault and the condition of the connectors. The connectors are short sections of 2-inch schedule 40 PVC, or threaded schedule 80 PVC that should protrude about 1 " above the floor of the vault. Lightly wash down the vault interior. a. If desired, apply a light coating of FDA approved silicon lube to the outside of the exposed portion of the connectors. This ensures a watertight connection between the cartridge and the drainage pipe. b. Replace any damaged connectors. 10. Using the vacuum truck boom, crane, or tripod, lower and install the new cartridges. Once again, take care not to damage connections- Related Maintenance Activities - Performed on an as -needed basis StormFilter units are often just one of many structures in a more comprehensive stormwater drainage and treatment system. In order for maintenance of the StormFilter to be successful, it is imperative that all other components be properly maintained. The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities, it is also important to correct any problems identified in the drainage area. Drainage area concerns may include: erosion problems, heavy oil loading, and discharges of inappropriate materials. tJ RICYCIED ' Material Disposal The accumulated sediment found in stormwater treatment and conveyance systems must be handled and disposed of in accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and organic chemicals (such as pesticides and petroleum products). Areas with the greatest potential for high pollutant loading include industrial areas and heavily traveled roads. Sediments and water must be disposed of in accordance with all applicable waste disposal regulations. When scheduling maintenance, consideration must be made for the disposal of solid and liquid wastes. This typically requires coordination with a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility, local waste water treatment plant or on -site treatment and discharge. 1 MM"TEa 800.925.5240 co ntechsto rmwater.co m Support • Drawings and specifications are available at contechstormwater.com. • Site -specific design support is available from our engineers. ©2007 CONTECH Stormwater Solutions CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech-cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale. Inspection Report Date: Personnel. Location: System Size: System Type: vault ❑ Cast -In -Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ Sediment thickness in Forebay; Date: Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes (if available): Cartridges Submerged: Yes ❑ No ❑ Depth of Standing Water { StormFilter Maintenance Activities (check off if done and give description) ❑ Trash and Debris Removal: ❑ Minor Structural Repairs: ❑ Drainage Area Report { Excessive Oil Loading: Yes ❑ No ❑ Source: 4 Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. { Other Comments: f� 1I I f { 1 I I 1 f Review the condition reports from the previous inspection visits. StornFiltpr 11. . -... rp12P-mirt Date: Personnel: Location: System Size: System Type: Vault ❑ Cast -In -Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ List Safety Procedures and Equipment Used: i I System Observations Months in Service: Oil in Forebay: Yes ❑ No ❑ I Sediment Depth in Forebay: Sediment Depth on Vault Floor: Structural Damage: Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: I Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: r StormFilter Cartridge Replacement Maintenance Activities 1 Remove Trash and Debris: Yes ❑ No ❑ Details: Replace Cartridges: Yes ❑ No ❑ Details: Sediment Removed: Yes ❑ No ❑ Details: Quantity of Sediment Removed (estimate?): Minor Structural Repairs: Yes ❑ No ❑ Details: Residuals (debris, sediment) Disposal Methods: Notes: . )A 190 aiu X37(#0 ��• sa,-L L AJ WASH 3 ,• STORM DRAINAGE EASEMENT Fired: for reoord at request of: OO �° "" •' (fr . Ga Name ° r`Y .Colb Y Address:;' I827 S.W. 3a4th Fed ra1c, WA 98023 The CRAMR(60, Washingto# State. Hank, hereby conveys to Mr. Gary'CD1b�.,: Rh T88, Weir successors, heirs and assigns, a storm draifaa.ge. easemWriU` over, �hii ugh, under, across and in the following-"deacr�:be4,property''situated in King County, washingtaxs�._.•�o-wit:,� x F' That portio.1' of .axle' attar. ed.•-Mshibit '!A" described as follows: The west 20 feej... Said easement to be 'for :'the sole use of ; tfie, Grantee..... Nhen.•performing work wit$in the: aaseinert• area the Grantee shall, to the extent reasonably p�tai"tiCali restore to the condition iti'' Sias S. n.1 ngnuedi'ately,_ pr30to the, Grantees work. The GPJmz shall have use of said easement for stioxm C7 drain_4i9e::purpose9 and shall have the right to coustiuc;t, i* gperate and:'mai.ntain a storm drainage convey,,�4ce•-system wittkin said easement area. V3 This is a' Covenant ;running with the land and shall::.be tt,inding ri a7,.j. �utitre owners thereof _ Dated this aay of 1996. STATE OF WASHINGTCN J so :•4N_ COUNTY OF KING } I cer i that I -know or have•'sat#fictory: evidence DA the person(s) who appeared before me, 74P4 laid persoxi(s) acknowledged that he/ahe/they signed this.- iristx'uis�ent' :and: acknowledged it to be his/.]ter/Zheir ee: d v unt for the uses ano purposes meat' ne i DATED: fr, TAR P c in'.add f6z the.. f Eta. P Washingtoxl residiRpm ng <� at �4 NOTAWPUMM My c s vn expires s z Mf QO�iiip4 �iee &td.9$ - s } . EXCISE TAX NOT REQUIM 4 � � t .'�, - _7 .. :� ... •_ «i-.;, yr: 4+'S�-..+' 4«• i .. c r' !" �is All ,r LOT 2 OF THE P4l,4W7NG S,HOR'I' kjAT,.-,RECORDED IN KING COUNTY, WASHIN=N (RECQgmr; i+ 51sa32}': Tq THE SOUTH 330 FEET OF THAT L?bwrios-pF :SW NW# SEC. 33, TWP. 22N, AGE 49y ;,W -M- :'Ik K�NG� CO[DM..i-NASHINGTON. LYING l WESTERLY OF THE WEST kA GIN dF -VACIFTC 8IGRVAY SOUTH (STATE HIGHWAY NO. 1) ; EXCEPT ' ' W'BSTOLY 23 0; POT .TS$.REDF . r• �� � T' t,', �• n.l•.e. rS. r .. :tip .1rA�f' }ti•• '� l f &L ey a 6}c a 37 60 YujA [ wAct LVF-sh �Sag3 INGRESS/EGRESS EASEMENT l� "Fi,jedi for reeprd at request of; . •.. Name Mr. Gaiy Co3by :f Ad.dres3:.:' , ,! 1027 S.W. •_ 304th Fe[eral Tday, ••_WA 98023 The. QRA TTOR [S] , ;Mkphinj7t;9A State flank, hereby conveys to Mr. Gary Ca1by�.,.;GRANZSB, ,thp' it §Ik• !cessors, heirs and assigns, an easement over,; th5rough't under, `across and in the following described property jiti�ated •gin. K.�ng County, Washington, to - wit: 3 That porcign..� of the at' ac.hed ii h�. it "A" :described as follows: { The west 35 feet. of .the, sbut.i 35 feet'.. Said easement to be fdr :the sale use of ;xiae '�ranCeear The GRANTEE :_shrill have use of said easement A far Q ingress�;Pgreos purposes and shall ha*e the right to' ; ri constrF ct: and maintain a surface suitAble to the Grantee C+� w#hin the easement area. 117 3' Zhir' is':a covemaut running with the land and iha1L ba;- mindingon:jali future owners thereof. Bated t}?ia. 33ay of 1996. I O 93 STATE OF WASHINGTON' } ,r r••, COUNTY OF KING I cart'fy thha I know or have:,satisfacta y eVi.dence that �i, dirs� is the person(sJ who appeared before me, ..and said: �persoft 4s ) acknowledged that he%e4m/t4tey signed this i.nstent an acknowledged it to be his/-hes/their e ca.. CG for the uses a purposes menti e e DATED - he P C in And Cli the State of Washington residf.ijg .:: H!� at My coftnissrion expires jjYZARY f,. S. ups,.u7 9V*wd MV 510) :. R 4 u Bt. -F T 10 T -r 3N.-I, LOT 2 OF THE F&xow SHOW P RECORDED IN KING COUNTY, WASHINGTON (RECORI)n.lG Nb. 5 03 2) . O THE SOUTH 330 FEET Ok-�;VORiTIOk 6F bW.-' N': NW M, NW% SEC. 33, TWP. 22N, RGE 4E, IN =NG -OUNTY 'WASHINGTON, Lynm7 WESTERLY OF THE WEST MAliGTN O'F PACIFIC #I0$lWAY"SOtrTK (STATE V) HIGHWAY. NO. 1); EXCEPT TH9 WESTARBY 231� FBET'TJM)RkF 41 Form WA-5 (6/76) Commitment Face Page File No.: NCS-369801-WAl hM1,',rjf� I. COMMITMENT FOR TITLE INSURANCE Issued by FIRST AMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." FirstAmerican Title Insurance Company E IRsg+ tti "T ° j'•''' T President SFTIEIIIEI T�, /Vf Attest: lr� Secretary By; Countersigned RECEIVED SEP 2 5 2008 CITY OF FEDERAL WAY First American Title Insurance Company CDS Form WA-5 (6/76) Commitment Of Y First American Title Insurance Company National Commercial Services 2101 Fourth Avenue, Suite 800, Seattle, WA 98121 (206)728-0400 - (800)526-7544 FAX(206)448-6348 Ce Nedra Van Why (206)615-3131 cvanwhy@firstam.com To: LDG Architects 1319 Dexter Ave N Seattle, WA 98109 Attn: Mike Bailey 1 2. 0 a SCHEDULE A Commitment Date: September 18, 2008 at 7:30 A.M. Policy or Policies to be issued: File No.: NCS-369801-WAi Page No. 1 Linda Horne (206)615-3057 Ihorne@firstam.com File No.: NCS-369801-WAi Your Ref No.: AMOUNT PREMIUM TAX Standard Owner's Coverage $ To Follow $ $ Proposed Insured: The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: ET12, LLC, a Washington limited liability company The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit A attached hereto. First American Title Insurance Company Form WA-5 (6/76) Commitment EXHIBIT 'A' LEGAL DESCRIPTION: PARCEL A: File No.: NCS-369801-WAI Page No. 2 LOT 2, KING COUNTY SHORT PLAT NO. L94S0017, RECORDED MARCH 22, 1995 UNDER RECORDING NO. 9503229004, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH AN UNDIVIDED INTEREST IN TRACT A OF KING COUNTY SHORT PLAT NO. L94S0017, RECORDED MARCH 22, 1995 UNDER RECORDING NO. 9503229004, IN KING COUNTY, WASHINGTON. PARCEL B A PERPETUAL EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS DESCRIBED BY INSTRUMENT RECORDED APRIL 19, 1995 UNDER RECORDING NO. 9504190584, IN KING COUNTY, WASHINGTON FirstAmerican Title Insurance Company Form WA-5 (6/76) Commitment SCHEDULE B - SECTION 1 REOUIREMENTS File No.: NCS-369801-WAl Page No. 3 The following are the Requirements to be complied with: Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon covered by this Commitment. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-369801-WAI Commitment Page No. 4 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Federal Way is at 1.78%. Levy/Area Code: 1.78%1205 For all transactions recorded on or after July 1, 2005: A fee of $10.00 will be charged on all exempt transactions; A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. General Taxes for the year . Tax Account No.: 332204-9220-06 Amount Billed: $ 5,884.56 Amount Paid: $ 2,942.28 Amount Due: $ 2,942.28 Assessed Land Value: $ 209,800.00 Assessed Improvement Value: $ 222,900.00 3. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Federal Way Water and Sewer District as disclosed by instrument recorded March 31, 1988 under Recording No. 8803310669. 4. Easement, including terms and provisions contained therein: Recording Information: July 1, 1976 under Recording No. 7607010696 In Favor of: Lakehaven Sewer District, a municipal corporation For: Sewer main Affects: The easterly 15 feet of said premises 5. Declaration of Covenant Associated with Multi-Family/Commercial Retention/Detention Facilities as provided in new Section 10 of Ordinance 4938 and the Terms and Conditions thereof: Recorded: January 20, 1989 Recording No.: 8901200559 Said instrument is a re-record of Recording No. 8812160973, recorded December 16, 1988. 6. Covenants, conditions, restrictions and/or easements: Recorded: September 9, 1994 Recording No.: 9409091192 7. Covenants, conditions, restrictions and/or easements: Recorded: December 9, 1994 Recording No.: 9412091198 First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-369801-WAI Commitment Page No. 5 8. The terms and provisions contained in the document entitled Agreement, executed by and between Lakehaven Utility District, King County, a municipal corporation and McDonald's Corporation, recorded January 3, 1995 as Instrument No. 9501030353 of Official Records. 9. Easement, including terms and provisions contained therein: Recording Information: February 9, 1995 under Recording No. 9502090706 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: An underground electric transmission and/or distribution system Affects: An Easterly portion of Tract A 10. Easement, including terms and provisions contained therein: Recording Information: February 27, 1995 under Recording No. 9502270724 In Favor of: Washington Natural Gas Company, a Washington corporation, its successors and assigns For: Gas pipeline or pipelines Affects: The West 10 feet of said premises 11. Easement, including terms and provisions contained therein: Recording Information: March 1, 1995 under Recording No. 9503010147 In Favor of: U.S. West Communications, Inc., a Colorado corporation For: Telecommunications facilities Affects: An Easterly portion of Tract A 12. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat No. L94S0017 recorded March 22, 1995 under Recording No. 9503229004, in County, Washington. 13. The terms and provisions contained in the document entitled Pretreatment Agreement, executed by and between Lakehaven Utility District, King County, a municipal corporation and McDonald's Corporation, recorded March 30, 1995 as Instrument No. 9503301412 of Official Records. 14. Easement, including terms and provisions contained therein: Recording Information: May 21, 1996 under Recording No. 9605210373 In Favor of: Mr. Gary Colby, their successors, heirs and assigns For: Storm drainage Affects: The West 20 feet of said premises 15. Easement, including terms and provisions contained therein: Recording Information: May 21, 1996 under Recording No. 9605210374 In Favor of: Mr. Gary Colby, their successors, heirs and assigns For: Ingress and egress Affects: The West 35 feet of the South 35 feet of said premises First American Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-369801-WAl Page No. 6 16. Easement, including terms and provisions contained therein: Recording Information: May 29, 1997 under Recording No. 9705290979 In Favor of: Lakehaven Utility District, a municipal corporation For: Sewer facilities Affects: The South 15 feet of said premises and a temporary construction easement over the South 30 feet of said premises 17. The terms, provisions and easement(s) contained in the document entitled "Joint Side Sewer Agreement and Easement" recorded September 22, 1997 as Recording No. 9709220730 of Official Records. 18. Easement, including terms and provisions contained therein: Recording Information: December 22, 1997 under Recording No. 9712221385 In Favor of: Glen's Auto Repair & Tire Center and John G. Colby, their successors and assigns For: Force main and side sewer Affects: as described therein 19. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Susan D. Tebeau, Trustee of The Hatcher Family Trust a Trust Grantee/Beneficiary: Harbor Bank NA Trustee: Chicago Title Insurance Company Amount: $350,643.83 Recorded: December 8, 1999 Recording Information: 19991208002024 20. Easement, including terms and provisions contained therein: Recording Information: November 10, 2004 under Recording No. 20041110002236 In Favor of: State of Washington and its assigns For: Utilities Affects: as described therein 21. Easement, including terms and provisions contained therein: Recording Information: November 10, 2004 under Recording No. 20041110002237 In Favor of: State of Washington and its assigns For: Utilities Affects: as described therein 22. Easement, including terms and provisions contained therein: Recording Information: June 29, 2006 under Recording No. 20060629001967 In Favor of: The City of Federal Way For: Traffic control facility and/or traffic control devices Affects: as described therein First American Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-369801-WAl Page No. 7 23. Easement, including terms and provisions contained therein: Recording Information: September 29, 2005 under Recording No. 20050929003695 In Favor of: State of Washington and its assigns For: Utilities Affects: (Tract A) as described therein 24. Easement, including terms and provisions contained therein: Recording Information: September 29, 2005 under Recording No. 20050929003696 In Favor of: State of Washington and its assigns For: Utilities Affects: (Tract A) as described therein 25. Easement, including terms and provisions contained therein: Recording Information: January 28, 2008 under Recording No. 20080128000092 In Favor of: The City of Federal Way, a Washington municipal corporation For: Public traffic signal detection facility improvements Affects: (Tract A) as described therein 26. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 27. Easement, including terms and provisions contained therein: Recording Information: January 28, 2008 under Recording No. 20080128000092 In Favor of: the City of Federal Way, a Washington municipal corporation For: traffic signal detection facility improvements and utilities Affects: as described therein 28. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Ef12, LLC, a washington limited liability company Grantee/Beneficiary: William A. Oseran and Jean B. Oseran, husband and wife Trustee: First American Title Insurance Company Amount: $825,000.00 Recorded: June 3, 2008 Recording Information: 20080602000762 First American Title Insurance Company Form WA-5 (6/76) Commitment INFORMATIONAL NOTES File No.: NCS-369801-WA1 Page No. 8 A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot 2 SP No. L94S0017 Rec. 9503229004 APN: 332204-9220-06 D. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B First American Title Insurance Company Form WA-5 (6/76) Commitment First American Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No.: NCS-369801-WAI Page No. 9 The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of Policy or Policies committed for, and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. First American Title Insurance Company Form WA-5 (6/76) Commitment The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-369801-WAl Page No. 10 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal of financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of Its source. First American calls these guidelines Its Fair Information Values, a copy of which can be Found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; Information about your transactions with us, our affiliated companies, or others; and - Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your Information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such Information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title Insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved In real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all time information we mRect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our hest efforts to ensure that no unauthorized parties have access to any of your Information. We restrict access to nonpublic personal information about you to those individuals and entitles who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved First American Title Insurance Company City of Federal Way Location Report 2/10/2009 Report Period: 04/18/1998 to 06/19/2007 Location: S 276 ST at SR 99 VPav 10OR Collision Time Of . Case Direction Num Num Hit & Tot Date Collision Number Type of Collision Veh 1 Veh 2 Fat Irzj PDO Run Veh Sat-4/18/1998 10:00 AM 9805480 Right Angle E->N S->N 0 P 2 Number of Collisions: 1 Totals: 0 0 1 0 2 Year 2003 Collision Time Of Case Direction Num Num Hit & Tot Date Collision Number Type of Collision Veh 1 Veh 2 Fat Irij PDO Run Veh Tue-12/2/2003 09:09 PM 0317023 Right Angle W->N N->S 0 P 2 Number of Collisions: 1 Totals: 0 0 1 0 2 Vaav 1nna Collision Time Of Case Direction Num Num Hit & Tot Date Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Veh Sun-10117/2004 10:11 PM 0414419 Approach Turn N->E S->N 0 1 2 Number of Collisions: 1 Vnaw Inns Totals: 0 1 0 0 2 Collision Time Of Case Direction Num Num Flit & Tot Date Collision Number Type of Collision Veh 1 Veh 2 Fat ln' PDO Run Veh Sat-4/16/2005 06:59 AM 055333 Right Angle E->N S->N 0 2 2 Sat-5/7/2005 01:00 PM 05006478 Sideswipe S->N S->N 0 P 3 Sat-10/15/2005 12:49 AM 0515370 Rear End S->N S->N 0 P H 2 Mon-10/24/2005 05:39 AM 0515872 Fixed Object/Parked Vehicle N->S 0 P 1 Sun-12/11/2005 11:30 AM 0518415 Right Angle E->N S->N 0 P 2 Number of Collisions: 5 Totals: 0 2 4 1 10 Vnar 10116 Collision Time Of CAN Direction Num Num Hit & Tot Date Collision Number Type of Collision Veh 1 Veh 2 Fat In' PDO Run Veh Mon-3/13/2006 08:58 AM 06-3681 Rear End S->N S 0 P 2 Mon4/17/2006 07:30 AM06005277 Fixed Object/Parked Vehicle N->S 0 P 1 Fri-11/3/2006 08:36 PM 06-15975 Rear End S->N S->N 0 P 3 Sat-12/2/2006 06:45 PM 06-17491 Sideswipe N->S N->S 0 P 2 Sat-12/23/2006 07:54 PM 06-18582 Approach Turn S->W N->S 0 1 2 Sat-12/30/2006 11:43 AM 06-18892 Fixed Object/Parked Vehicle S->W 0 P 1 Sat-12/30/2006 12:03 PM 06-18894 Rear End N->S Prk 0 P 5 Number of Collisions: 7 Totals: 0 1 6 0 16 Year 2007 Pagel Collision Time Of Ca Date Collision Number Type of Collision Fri-1/5/2007 09:05 PM 07000273 Rear End Mon-1/8/2007 06:40 AM07000359 Pedestrian/Cyclist Involved Tue-5/8/2007 04:53 PM 07006599 Rear End Wed-5/30/2007 09:45 PM 07007830 Fixed Object/Parked Vehicle Tue-6/19/2007 01:01 PM 07008792 Backing Number of Collisions: 5 Grand Totals: Number of Collisions: 20 Number of Vehicles Involved: 41 Number of Fatalities: 0 (0.00%) Number of Injuries: 5/6 (25.00%) Number of PDOs: 15 (75.00%) Collision Rate: 0.00 Direeti..-_ Num Nurn Hit & Tot Veh 1 Veh 2 Fat inj PDO Run Veh N->S N->S 0 P 2 S->N S->N 0 1 H 1 N->S N->S 0 1 3 N->W 0 P 1 Bck W->E 0 P H 2 Totals: 0 2 3 2 9 Page2 I I'J Geralyn Reinart, P.E. 159 Denny Way; #111 Seattle, WA. 98109 (206) 285-9035 Traffic & Transportation Engineering Services January 15, 2009 LPG Architects 1319 Dexter Avenue North, #24.5 Seattle, WA., 98109 ATTN: Mike Baily Fax (206) 285-6345 Subject. Pac:Plaza Retail Redevelopment; 27525 Pacific Highway South (File #08-104541-00-UP) Dear Mr.:Baily: The purpose .of this letter is to summarize the results of the queuing analysis conducted. for the Pac. Plaza Retail Redevelopment in the City of Federal Way. The analysis was conducted. in response to Item #2 of the City's October 21,. 2008 letter to the Applicant's representative, LDG Architects. Item #2 noted the following: "Queuing Analysis - A queuing analysis must be provided to review proposed_ queuing from Pacific Highway South west through the entire site, and include vehicle queuing from the adjacent property to the north. The analysis must be prepared by a licensed traffic engineer. Contact Soma`Chattopadhyay to discuss analysis parameters." The following summarizes the results of this analysis. Background/Project Description The Pat Plaza Retail Redevelopment is a small commercial site located at 27525 Pacific Highway South in the City of Federal Way. The site is located on the west side of Pacific Highway South .across from the entrance, to a large Park & Ride (S. 276th Place) and immediately south of a McDonald's Restaurant. The site has.been commercially developed for many years and was previously used as a drive -up bank and more recently for truck rental. The proposed project includes a 5850 square -foot retail building plus a. 450 square -foot espresso stand with two drive -through lanes. The .retail building would be located near the westerly property line and the espresso stand near the southeasterly corner of the property. Access to the site is currently signal -controlled at Pacific Highway South, with an .access easement to the west at the southwest corner of the property. This easement allows secondary access to 16th Avenue South. The adjacent McDonald's restaurant,to the. north currenfly.has no direct access to Pacific Highway South, but is - provided indirect access through -the Pac Plaza site., This connection to. McDonald's is provided near its (the McDonald's) southeast corner. The existing west leg of the signalized intersection is striped for two eastbound (exiting lanes) and one westbound (entering) lane.: The subsequent sections describe the queue analysis, field data, and the results of the study. Data Collection/Site Characteristics Per discussions with Soma Chattopadhyay at the.City of. Federal Way, three days of queuing data were collected during the AM and noon peak hours. The worst condition recorded from these three days of data (not the average) was to be used as the basis for the current operating conditions. The AM or mid -day (noon) peaks are the busier periods for. both the Mc Donald's site and the espresso stand and therefore more critical with respect to Staff's concern about queues. The firm. "Trafficount" was hired to collect the field data for the three-day period. The data was.collected on Tuesday, Wednesday, and Thursday, December 2, 3, and 4, 2008 between. 6:00 and 9:00 AM and 11:00 AM and .1:00 PM. Three different (and.separate) observations were included in each of the periods, i.e., the queue of vehicles exiting the McDonald's site, the queue on the west leg of the intersection,.and the southbound queue in the curb lane on Pacific Highway South. The personnel conducting the counts were instructed to count and time all queues for each of these movements and further note if any blockages or conflicts occurred from these queues. During the first data collection period, the field personnel noticed that the, Pac Plaza site was being used by cut -through traffic traveling between 16th Avenue South (to the west of the project site) and Pacific., Highway South or McDonald's. There are currently 2 _I no barriers between the Pac Plaza property and adjoining properties to the west, so motorists have,developed a cut -through pattern. As such, all,subseque.nt data collection periods also included:a turning movement count for the McDonald's access to determine how many vehicles were cutting through_ the project site versus those entering/exiting McDonald's since both of these would have an impact on the recorded. queues. A copy of the five turning movement counts and the field data from the six queue collection periods are attached. The following findings were noted from the data collections: Queue data: • The. number of queue observations was highest on Tuesday for the .mid -day period and highest on Wednesday for the AM period. • The longest observed queue during the AM period on any given day was.two vehicles in the curb lane on Pacific Highway South, four vehicles exiting from the, McDonald's site, and four vehicles in the left -lane on the west leg of S. 276th Place. • Only two occurrences, of blocking were observed over the three days (15 hours) of data collection. Both of these occurred during the mid -day period on Tuesday. • A limited number of queued vehicles were observed in the Pacific Highway South curb lane during the AM period (a three- hour period), with just one. observation on Thursday, three observations on Wednesday; and five observations on Tuesday. The mid -day period was busier with 10 observations 'on Wednesday, 16 observations on Tuesday, and 18 observations on Wednesday. A comparison of the time when the blockages occurred and the curb lane queues occurred showed no correlation, thus, the curb lane queues were associated with vehicles stopping for a red light at the signal and not back-ups within the site: • The number of queue observations at McDonald's was also limited during the AM period, with just three observations on Wednesday and five observations each on Tuesday and Thursday. More observations were noted during the mid -day period with four observations on Thursday, eight observations on Wednesday, and 12 observations on Tuesday. These were typically associated with vehicles already queued at the signal. ■ The west leg of the Pacific Highway South intersection had the highest number of observed queues with 45 observations on 3 Thursday, 56 on Tuesday, and 57 on Wednesday during the AM period. During, the mid -day period; 54 observations were noted z o.h Wednesday, 56 on Thursday and 64 on Tuesday. The following,table summarizes the above noted queue observations: Tefal Oueue Observafians Location/Day of Meek AM Period 6-9 AM Mid -day 11 AM-1 PM' Tuesday: Curb lane 5 16 West lea of intersection 56 64 McDonald's 3 12 Wednesday: Curb lane 3 .10 West: leg of intersection 57 54 McDonald's 5 8 Thursday: Curb -lane T 18 West leg of intersection 45. 56 McDonald's 5 f 4 • Basedon* the 15 hours .of field data that was collected, the West, leg of :the S. 276th Place/Pacific Highway South is (and will be) the most critical of the movements reviewed since it -is controlled by a traffic signal and themovement will be impacted by both McDonald's traffic and Pac Plaza traffic. As such, most of the subsequent evaluation* focuses on this movement. The following queue observations apply to the west leg of the Pacific Highway South intersection (which is the most critical:of the movements observed based on the data collected and its control by a traffic signal) for either the Tuesday mid -day peak period or the Wednesday AM peak period (the peak periods from the three- day data collection): ® The average queue in the left lane on the west leg of the Pacific Highway South intersection was 1.1 1 vehicles during the three- hour AM -period (for the observed.queues) and 1.56 vehicles during the one -hour period (8-9 AM) when the highest number of observations occurred. The right/through lane averaged 1.06 vehicles for the three-hour period, and 1.00 vehicles during the 8- AM period. The -average time from when the beginning :of the queue was recorded to when it cleared was 35.3 seconds on the west leg of the Pacific Highway South intersection (for the peak AM period) . 11 These times ranged from a low of 12 seconds (multiple times) to a high of 65 seconds. • The time between the clearing of the queue to the start of a new queue ranged from a low of 13 seconds to a high of almost eight minutes during -the peak AM period: • The average queue in the left lane on the west leg of the Pacific Highway South intersection was -1.30 vehicles during the two=hour mid -day period (for the observed queues) and 1.46 vehicles during the one -hour period (i 2-1 PM) when the highest number. of observations occurred. The- right/through lane averaged 1:15 vehicles for the.,two-hour.period, and ] J 3 vehicles during -the 12- l. PM period. • The average time from when the beginning of the queue was recorded to when it cleared was 32.6 seconds on the west leg of the, Pacific Highway South intersection (for the_ peak mid -day period)': These times ranged from a low of six seconds (multiple times)` to a high of 71 seconds: • The :time between the clearing of the queue to the start of a new queue ranged from a low of 22 seconds to a high of just under three minutes during the peak mid -day period. A summary of the peak mid-clayand AM queue observation hours are shown on Figures 1 and 2 to better illustrate the extent of the queuing and the available gaps during the peak periods. Turning movements: • The,volume of traffic entering and exiting McDonald's was very consistent for the periods counted, i.e., the AM peak ranged from 102 to 109 vehicles -entering and exiting and the mid -day peak ranged from 14-8 to 150 vehicles -entering. and exiting. The mid -day peak averaged about 40% higher than the AM peak hour. • The cut -through traffic (i.e., vehicles traveling between 16th Avenue South and Pacific Highway.South through the site averaged 7.4% of the site.access traffic during the AM peak and 10.6% during the mid -day peak. • Patrons of McDonald's traveling through the Pac Plaza site to and from 16th Avenue South during the AM peak. averaged 14.5%, and 8.2% during the mid-day.peak. • The total percentage of vehicles traveling to and from 16th Avenue South through the site (i.e., McDonald's patrons or cut - through vehicles) averaged 2.1.8% during the AM peak and 18.8% during the mid -day peak. 5 The above observations/findings-indicate that, in general, little to no conflicts or blockages are occurring under the current conditions. Probably the: most unexpected observation/condition was the presence of cut -through traffic' between l 6th Avenue South and Pacific Highway South. This movement includes both vehicles using 'the site as an east -west connection between the two roadways and as the travel route to/from McDonald's. Trip Generation/Distribution The construction of the proposed buildings will generate new traffic onto ,the adjacent street system. The trip generation for the project has been estimated using'the most recent values in the ITE Trip Generation -manual (8th Edition, 2008). Based on information provided by the :project applicant, ITE Land Use 814 = Specialty Retail Center and Land -Use 938 - Coffee/Donut Shop with Drive -Through Window and No`Indoor Seating best represents the proposed uses. Table,1 summarizes the trip generation associated with the, uses, using -the average trip rates and square footage as the independent variable. (Note: no mid -day data is specifically available for either use; as such, the PM peak hour of the generator has been ,used for the mid -day peak. Also, no AM peak hour trip generation rate is provided for specialty retail, so the rate for Land Use 820 - Shopping Center was utilized.) -TABLE I TRIP GENERATION - PAC PLAZA REDEVELOPMENT Trip Rate AM Peak Mid -Day Peak AM Peak/ In/.Out In/Out Mid -Day Peak (Total) (Total) Espresso Stand 303.33/96.00 68/68 22/21 450 SF Per KSF 136 (43 Specialty Retail 1.00/5.02 4/2 16[l.a 5850 SF Per KSF 61 29 72/70 38/34 Total Trips 140 72 - . Notes: 1 Trip values shown are total access trips, not new trips; no reduction for pass -by trips is applicable since the access trips are new. 2. The subject espresso stand is significantly larger (4.5 times farger) than those used as the basis for the ITE trip generation rates; the larger size is associated with restroom and storage facilities located within the stand rather than -at an adjacent building as 0 is the case for most independent drive -through stands. As such, the trip generation shown in Table 1 is much higher than transaction data previously provided'from an existing Big Foot Java operation (in Everett along Evergreen Way) that has been used in other Big Foot Java applications. Transaction data from the Everett site along Evergreen Way showed an AM peak of 20 transactions (40 trips) and a mid -day peak of 12 transactions (24 trips) for the stand. These values are more consistent with those used to derive the ITE trip rates. Table] shows that the proposed uses would have a higher trip generation during the AM peak than during the mid -day (noon) peak. This is the opposite of the current volume generated by McDonald's where the higher volume of traffic occurs during the noon peak. As such, the proposed project will be complimentary to the current patterns with respect to any increase in traffic. As previously noted; traffic to/from 16th Avenue South is currently cutting through the Pac Plaza site. The project architect. has indicated that the current layout will only allow egress to the west from the site. As such, all entering traffic will come from Pacific Highway South, but exiting traffic could use the easement to 16th Avenue South. Furthermore, traffic that is currently cutting through the site from west to east, will no longer be'allowed, which will decrease the existing queues slightly (i.e. three fewer cars during the mid -day peak hour and one less during the AM peak hour). Based on the current McDonald's traffic patterns, approximately 10% of the exiting site traffic could be expected to use this egress at the southwest corner of'the project site. As such, 72 vehicles would enter and 63 exit to/from Pacific Highway South,during the AM peak hour and 38 vehicles would enter and 31 vehicles would exit to/from Pacific Highway South during the mid -day peak.: Post -Development Conditions Based on the ITE estimated trip generation, a total of-140 trips could be generated by the site,during the AM peak hour and 72 trips during the mid -day peak. Per "note 2" from Table 1, the ITE trip generation for the espresso stand appears to be.'exaggerated,. and it is much more likely that the AM peak hour trip generation would _j be more in the range of 50 trips and the mid -day -peak in the range of 55 trips (based on transaction data from an existing Big Foot Java located along a similar major arterial in Everett). Furthermore, the adjacent McDonald's is able to provide a similar beverage product which could tend to limit the transactions at the espresso stand, further supporting .the lower trip generation values. The queue• observations showed three main findings: 1. The southbound right -turn bane experiences limited queue events. 2. The exiting traffic from'. McDonald's experienced limited queues, and 'when present, these queues were usually associated with queues on the west leg of the S. 276'h Place/Pacific Highway South intersection, i.e., patrons leaving McDonald's waiting for the green light at the intersection and the subsequent clearing of the queue. Vehicles leaving McDonald's ,are the most likely, to create a blockage by pulling out from the McDonald's when adequate storage 1.on the west leg of the S. -276th Place/Pacific Highway intersection is not available.',, 3. The wesf deg of the S. 276th Place/Pacific Highway South is (and:will be.) the most critical of the three conditions. M1� The proposed site plan for the project- has shown two four -car stacking areas for the espresso -stand; along with adequate parking; for -the retail building. Two scenarios;. with respect to on -site circulation/queuing, could result from the development of the site that could create conflicts: The .first of these would be inadequate stacking for the;espresso stand such that stacking for each window would exfend beyond the areas provided and blockages could occur. The second scenario would be the inability of vehicles to exit the espresso stand due to queues already present on the west leg of the S. 276th Place/Pacific Highway South intersection. The greater number of site trips would occur during the AM peak when there were fewer queue observations. Most of these. trips are associated with the espresso stand and equate to an average arrival rate of just over one vehicle per, minute (about one vehicle every three minutes using the Big Foot Java transaction data). The stacking areas for fhe espresso stand can hold eight"vehicles (four each); which is over 10% of the (1TE) entering volumes at any given time and accounts for a:surge in random arrivals. In the rare event where a random arrival exceeds the four -vehicle storage of the westerly espresso stand window it can proceed to the easterly window where additional stacking is available in the driving lane serving the parking stalls. Furthermore, the departure rate for the espresso stand will be about the same, i.e., one vehicle per minute, Which would, on average, compensate for the arrival rate. (Note: this assumes approximately two minutes of service time per transaction, alternating between windows, which equates to an j overall departure rate of approximately one vehicle per minute —� from the stand.) A review of Figure 2 (the existing queue observations on the west leg of the S. 276th Place/Pacific Highway South intersection during the peak one -hour of the nine hours of data that were collected between 6-9 AM) shows that no queues are even present over half of the AM peak period. The worst single observation was a three - vehicle queue, with most observations consisting of just one vehicle. The addition of an average of one vehicle per minute (or even two vehicles in a worse case) would create limited impact during the AM peak. A two -vehicle queue on the west leg requires vehicles " exiting McDonald's to queue on the McDonald's property (as they do now). Vehicles exiting the east window of the Big Foot Java have a one vehicle area past the window to queue prior to entering the west approach and subsequently receiving a green light at the signal. Vehicles leaving the -west window will circulate past the site parking area and the entry to the west window to queue on the west leg. Four vehicles can queue on the west leg without blocking the. entry to .the west window. Thus, it is very unlikely that either entering or exiting- site trips would be blocked or Create blockages- " -The mid -day site trips would be.less than the AM peak, however the existing queue observations are higher during this period. Slightly more than half of the site trips are associated with' the. espresso 1 stand and equate to an average arrival rate of just.over one . J vehicle everythree minutes (about one vehicle every five minutes using the Big Foot Java transaction data). The stacking areas described above can easily handle this number of transactions and no spillover from the stacking areas is expected. The retail arrivals will be able to proceed to the parking stalls without any blockages from either window due to the limited. espresso stand- arrivals. The departure rate for the espresso, stand and retail combined will be l about one vehicle every two minutes. A review of Figure Z (the existing queue observations on the west leg of the S. 2761h Place/Pacific Highway South intersection during the peak mid -day hour for the six hours of data that were collected) shows that. no queues are present just under half of the peak period. The worst single observation was again a three -vehicle queue, with most observations consisting of just one vehicle. The addition of an average of one vehicle every two minutes would J create limited impact during the mid -day peak. The same J 9 limitations noted above for McDonald's and the espresso stand would apply, i.e., a two -vehicle queue on the west leg requires vehicles exiting McDonald's to queue on the McDonald's"" property and vehicles exiting the. east window of the Brig Foot Java have a one vehicle area past the window to queue. A$ noted above, four vehicles can queue on the west leg without blocking the entry to the west window. Thus, it is very unlikely that, either entering or . exiting site trips would be blocked or create blockages during the mid -day peak. Conclusions The Pac Plaza Retail Redevelopment will generate new traffic_. through the site access at Pacific Highway South. This existing access is controlled by a traffic signal. and serves an adjacent. McDonald's whose sole access is through the Pac Plaza -site. The queuing data collected for this evaluation indicates limited blockages or conflicts are, currently, occurring. Both the-southbound curb lane on Pacific Highway South and the McDonald's exit have limited queuing which is expected to change negligibly with the. proposed retail redevelopment. Based on the 15 hours of field data that was collected, the west leg of the S. 2761h Place/Pacific.-Highway South is (and -will be) the most critical of the movements reviewed since it is controlled by a traffic signal and the movement will be impacted by both McDonald's traffic bnd Pac Plaza traffic. As such, the evaluation focused on this -movement. As previously noted traffic to/from. 16th Avenue South is currently cutting through the Pac Plaza site. The project architect has indicated -that the current layout will only allow egress to the west . from the. site. 'As.such, traffic that.is currently cutting through the site from west to east, will no longer be allowed, which will decrease -the existing queues slightly -(i.e. three fewer cars during the mid -day peak hour and one less during the AM peak hour). The above evaluation was based on the worst one -hour period from the three days of data collected. Furthermore, the ITE rates that .were- used for the espresso stand are very likely exaggerated since the Big Foot Java includes a significant amount of area for restroom and storage space, which most stand-alone facilities have not traditionally contained. Transaction data from a similar Big Foot 10 Java operation shows a much lower trip generation. Thus, the above evaluation is.very conservative and, has, reviewed a worst- case scenario. The proposed uses would have a. higher trip generation during the AM peak than during the mid -day (noon) peak. This. is the opposite of the current volume generated by McDonald's where the higher volume -of traffic occurs during the noon peak. As -such, the proposed project will be complimentary to the current patterns,with respect to any increase in traffic. During both the peak AM and mid -day periods no queues are even present about half of the time. The worst single observation was a three -vehicle queue during both periods, with most observations consisting of just one. vehicle. The addition of an average of 'one vehicle: per minute (or even two vehicles in a worst case) would create limited impact during the peak periods. A two -vehicle queue on the west leg requires vehicles exiting McDonald's to queue on the McDonald's property (as they do now). Vehicles exiting the east window of the Big Foot Java have a one vehicle area past the window to queue prior to entering the west approach and subsequently receiving_a green light at the signal: Vehicles Leaving the westwind:ow will circulate past the site parking area and the entry to the west window to queue on the west_ leg. Four 1 vehicles: can queue on the west leg without Blocking the entry to the west window. Thus, it is .very unlikely that either entering or. - i exiting site trips would be blocked or create blockages., Although the impacts associated, with the redevelopment are j limited; the following are recommended to further'decrease the J likelihood of any conflicts or blockages on-site:,- 1. Installation of a stop sign and stop bar with a "Do Not Block Intersection" sign for vehicles exiting McDonald's: 2. Painted cross -hatching on the pavement area with "Do Not Block" signs at the entrance to the west drive -through window. Both of these measures are intended to further reinforce appropriate driving behavior on the site. I trust that the above information has adequately addressed the City's questions and concerns. Please feel free to call if you or the City Staff 11 have any questions regarding the information summarized in the previous sections. Sincerely, Geralyn Reinart, P.E. Attachments 0 y 580 �I4Ihl11a � l 1� 0 p ! 12 Attachments Site Plan/Figures | N[V70'O8^E 26 ov 60 right lane queue 55 left lane queue 50 45 Notes: 1. Observations between 12:00-1:00 PM 40 2. Queue plotted during minute of arrival, starting at 12:00. i O L 35 C N 4-1 N 30 7 C E N 25 E S. 276th Place/ 20 Pacific Highway South - West Leg 15 10 5 0 1 2 3 4 5 6 7 Queue (# of vehicles) MID -DAY QUEUE OBSERVATIONS EXISTING Geralyn Reinart, P.E. FIGURE 1 Pac Plaza Retail Redevelopment L.159 Denny Way, #111 Seattle, WA. 98109 Federal Way, WA. 60 right lane queue 55 left lane queue 50 45 Notes: 1. Observations between 8:00-9:00 AM 40 2. Queue plotted during minute of arrival, .-. starting at 8:00. L L 35 C N 3 30 C E - 25 E S. 276th Place/ Pacific Highway South - West Leg 20 15 10 5 0 1 2 3 4 5 6 7 Queue (# of vehicles) AM QUEUE OBSERVATIONS (EXISTING) Geralyn Reinart, P.E. FIGURE 2 Pac Plaza Retail Redevelopment 159 Denny Way, #111 Seattle, WA. 98109 Federal Way, WA. Queue Observations FEDERAL WAY, WASHINGTON GRT08336S 27525 PACIFIC AVE S QUEUE STUDY 12/2/2008 SB SR-99 CURB LANE RED TIME #OF CARS RIGHT TURNS TIME CLEARED AM COUNT 06:12:03 1 1 06:12:10 07:35:23 1 1 07:35:40 08:13:18 1 0 08:13:32 08:29:30 1 1 08:29:44 08:36:49 2 1 08:37:02 MID -DAY COUNT 11:12:25 1 1 11:12:55 11:16:00 2 2 11:16:15 11:20:59 1 0 11:21:07 11:41:21 1 0 11:41:30 11:51:45 1 1 11:52:10 12:01:05 2 0 12:01:20 12:08:35 1 1 12:08:46 12:10:00 1 1 12:10:15 12:27:32 1 0 12:27:59 12:29:29 1 1 12:29:47 12:30:47 1 0 12:30:51 12:41:16 2 1 12:41:58 12:43:45 1 0 12:44:05 12:47:43 1 0 12:48:04 12:55:18 4 4 12:55:49 12:58:10 1 0 12:58:56 FEDERAL WAY, WASHINGTON GRT08336S 27525 PACIFIC AVE S QUEUE STUDY 12/3/2008 SB SR-99 CURB LANE RED TIME #OF CARr- RIGHT TURNS TIME CLEARED AM COUNT 6:50:20 1 0 6:50:33 6:53:27 2 1 6:53:51 7:03:50 1 0 7:04:03 MID -DAY COUNT 11:12:15 2 1 11:12:26 11:33:50 1 0 11:34:10 11:44:06 1 1 11:44:18 12:07:13 1 1 12:07:20 12:14:09 1 1 12:14:25 12:25:50 3 1 12:26:02 12:27:13 2 2 12:27:28 12:31:39 2 1 12:32:39 12:36:52 4 2 12:37:23 12:47:45 1 0 12:48:07 FEDERAL WAY, WASHINGTON GRT08336S 27525 PACIFIC AVE S QU EUkSTU DY 12/4/ 008 SB SR-99 CURB LANE RED TIME #OF CARS RIGHT TURNS TIME CLEARED AM COUNT 7:18:40 1 0 7:19:02 MID -DAY COUNT 11:00:40 1 0 11:00:52 11:20:10 1 1 11:20:17 11:24:00 1 1 11:24:14 11:40:45 4 2 11:41:05 11:48:40 2 0 11:49:05 11:59:15 2 1 11:59:25 12:00:40 4 1 12:01:20 12:10:50 2 1 12:11:20 12:17:20 2 0 12:17:40 12:18:48 2 1 12:19:30 12:23:10 1 0 12:23:30 12:25:03 3 2 12:25:55 12:30:55 1 1 12:31:22 12:32:22 2 1 12:32:45 12:42:10 1 0 12:42:20 12:43:40 1 0 12:44:05 12:45:13 1 1 12:45:26 12:59:15 1 0 12:59:54 FEDERAL WAY, WASHINGTON GRT08336S WEST LEG 27525 PACIFIC AVE 12/2/2008 RED LEFT LANE TIME QUEUE AM COUNT 6:01:00 1 6:03:25 1 6:03:58 1 6:09:30 1 6:10:58 2 6:15:28 1 6:16:49 0 6:19:08 0 6:27:00 1 6:34:22 2 6:35:50 1 6:42:20 1 6:45:16 0 6:49:47 1 6:52:40 1 6:56:52 1 7:02:07 1 7:06:16 1 7:07:22 2 7:12:07 1 7:16:30 2 7:17:57 1 7:20:06 2 7:25.05 1 7:26:42 1 7:31:33 1 7:44:06 1 7:45:54 1 7:47:35 1 7:48:10 2 7:55:06 1 7:58:40 1 7:59:08 1 8:00:00 2 8:06:17 1 8:09:07 2 8:10:56 2 8:12:28 1 8:14:42 1 8:17:25 1 8:21:54 1 8:22:40 1 8:24:32 1 8:25:15 1 8:27:20 0 8:28:15 2 8:29:13 1 8:31:45 1 8:32:54 1 8:34:40 2 8:36:20 0 8:47:50 1 8:50:45 1 8:53:30 0 8:54:38 2 8:57:18 1 RIGHT LANE CLEAR QUEUE TIME NOTES: 6:01:36 6:03:50 6:08:27 6:10:36 1 CUT -THROUGH 6:12:10 6:16:06 6:17:52 1 CUT -THROUGH 6:19:41 6:27:12 6.34:45 6:36:37 6:42:41 1 CUT -THROUGH 6:45:27 6:50:28 6:53:32 6:57:01 7:02:52 7:06:19 7:b7:43 7:13:00 7:17:10 7:18:40 7:21:10 7:25:43 7:26:50 7:31:52 7:44:45 7:46:29 1 CUT -THROUGH 7:47:43 7:49:15 7:55:50 7:58:56 7:59:25 8:00:52 8:06:47 8:10:17 8:11:34 8:13:32 8:15:15 8:17:42 8:22:25 8:23:00 8:24:47 8:26:30 8:27:41 8:28:57 8:29:42 8:32:01 8:33:30 8:35:08 8:36:49 8:48:40 8:50:59 8:53:48 8:55:18 8:57:40 _L�zi (D�5 RED LEFT LANE RIGHT LANE CLEAR TIME QUEUE QUEUE TIME NOTES: MID -DAY COUNT 11:01:15 1 1 11:01:28 11:02:50 1 0 11:03:22 11:10:06 1 0 11:11:13 11:13:05 1 0 11:13:33 11:13:43 0 1 11:14:01 11:15:34 1 0 11:15:40 11:17:43 1 1 11:17:53 11:18:07 1 1 11:19:20 11:27:56 0 1 11:28:04 11:30:24 1 0 11:31:31 11:32:00 0 1 11:32:22 11:33:00 0 1 11:33:13 11:33:52 1 3 11:35:18 11:37:18 2 0 11:38:26 11:38:50 1 0 11:39:57 11:40:18 2 0 11:41:21 11:42:54 1 0 11:43:33 11:44:05 0 1 11:44:13 11:45:36 1 0 11:46:12 11:46:48 1 1 11:47:53 11:48:08 0 1 11:48:25 11:48:41 1 0 11:49:08 11:49:45 1 0 11:50:50 11:51:12 1 0 11:51:42 11:52:10 1 0 11:53:19 1 CUT -THROUGH 11:53:41 1 0 11:53:49 11:55:29, 2 0 11:56:36 11:56:52 1 0 11:57:27 11:58:11 1 0 11:59:19 12:00:10 1 2 12:01:05 12:03:33 1 0 12:03:43 12:06:32 2 0 12:06:47 12:07:47 1 0 12:08:23 12:08:54 0 1 12:09:00 12:09:29 1 0 12:09:43 12:11:44 0 1 12:12:00 12:12:23 2 0 12:13:33 1 CUT -THROUGH 12:14:49 1 0 12:15:00 12:16:36 0 1 12:16:42 12:17:14 0 2 12:17:47 12:19:32 2 1 12:20:18 12:20:52 2 0 12:21:39 1 BLOCKING 12:22:44 0 1 12:23:02 12:24:03 2 1 12:25t09 12:25:44 0 1 12:25:53 12:26:42 2 1 12:27:32 1 CUT -THROUGH 12:28:47 1 1 12:29:19 12:29:29 0 1 12:29:41 12:30:16 0 1 12:30:27 12:31:47 1 0 12:33:06 12:34:34 1 0 12:34:54 12:36:02 0 1 12:36:15 12:38:23 1 0 12:39:34 12:41:01 1 0 12:41:16 12:44:19 2 0 12:44:50 12:45:24 2 0 12:46:35 12:47:06 0 1 12:47:15 12:48:37 3 0 12:49:49_ 12:50:35 1 0 12:51:12 12:52.35 1 0 12:53:12 12:54:24 1 0 12:55:18 12:57:02 0 1 12:57:12 12:59:17 1 0 12:59:27 12:59:49 - 2 0 13:00:38 FEDERAL WAY, WASHINGTON GRT08336S WEST LEG 27525 PACIFIC AVE 12/3/2008 RED LEFT LANE RIGHT LANE CLEAR TIME QUEUE QUEUE TIME NOTES: AM COUNT 6:02:15 1 0 6:02:38 j 6:03:51 1 0 6:04:20 6:04:44 1 1 6:05:30 6:09:05 2 0 6:10:17 6:11:03 1 1 6:12:10 6:16:20 0 1 6:17:30 - 6:22:25 1 0 6:22:40 6:25:02 1 0 6:25:35 6:29:38 2 0 6:30:45 6:31:26 1 0 6:32:35 l 6:35:42 1 0 6:36:50 1 CUT -THROUGH 6:37:04 1 0 6:38:30 6:39:32 1 0 6:40:16 j 6:43:26 1 0 6:44:31 ' 6:44:40 1 0 6:45:39 6:46:04 1 0 6:47:09 6:48:05 3 0 6:49:15 6:54:17 3 0 6:54:55 - 1 6:58:14 1 0 6:59:19 6:59:30 2 0 7:00:25 j` 7:07:30 1 0 7:07:55 7:07:55 1 0 7:09:32 1 7:09:41 1 0 7:11:11 1 7:17:38 1 0 7:18:27 7:18:40 2 2 7:20:10 7:27:32 1 0 7:27:38 7:27:33 1 0 7:29:23 7:34:38 1 0 7:35:31 7:39:28 2 0 7:40:52 1 TRUCK 7:41:00 1 0 7:42:20 7:43:40 1 0 7:44:23 7.49:10 0 1 7:49:22 7:51:35 1 1 7:52:04 7:54:59 0 1 7:55:09 7:57:28 1 1 7:57:43 8:02:40 0 1 8:02:52 �i 8:05:55 0 1 8:06:07 8:14:05 3 0 8:14:43 8:15:10 0 1 8:15:19 8:15:32 1 1 8:16:02 8:18:15 2 0 8:19:04 8:20:41 1 0 8:21:13 8:27:50 1 0 8:28:30 8:31:23 J 1 0 8:31:43 8:32:02 2 0 8:32:45 8:32:54 1 1 8:33:33 8:34:15 2 0 8:35:07 8:36:50 2 0 8:37:15 ` 8:38:35 1 0 8:39:25 8:40:20 0 1 8:40:32 8:45:12 1 0 8:45:26 8:45:44 1 1 8:46:44 8:47:40 2 0 8:48:30 8:50:00 2 1 8:50:50 8:52:25 2 0 8:53:30 1 TRUCK 8:55:00 1 0 8:55:37 8:58:32 2 1 8:59:12 t 4s�o? RED LEFT LANE RIGHT LANE CLEAR TIME QUEUE QUEUE TIME NOTES: MID -DAY COUNT 11:02:30 1 1 11:03:37 1 TRUCK 11:04:20 1 0 11:04:45 11:05:18 1 0 11:05:40 11:06:50 0 1 11:07:05 11:07:40 1 0 11:08:05 11:09:00 0 1 11:09:25 11:13:05 1 0 11:13:26 11:13:40 3 2 11:14:22 1 CUT -THROUGH 11:14:45 2 0 11:15:22 11:15:45 0 1 11:16:15 11:1.7:20 1 0 11:17:55 11:22:46 1 1 11:23:24 11:23:40 1 0 11:24:35 11:28:06 1 0 11:28:20 11:28:55 2 1 11:30:07 11:32:19 0 1 11:32:25 11:32:31 0 1 11:32:45 11:34:58 1 0 11:35:24 11:36:56 1 0 11:37:22 11:39:07 0 1 11:39:18 11:39:55 0 1 11:40:10 11:42:02 0 2 11:42:12 11:45:27 2 0 11:46:36 11:48:40 1 1 11:49:42 11:51:25 0 1 11:51:30 11:54:32 1 0 11:55:20 11:56:42 1 0 11:57:02 11:58:00 1 0 11:58:33 1 TRUCK 11:58:59 1 1 11:59:43 12:00:00 1 0 12:00:25 1 CUT -THROUGH 12:00:30 0 1 12:00:42 12:04:46 1 0 12:05:07 12:06:10 2 2 12:06:55 12:07:25 2 0 12:08:33 12:08:54 2 1 12:10:15 12:10:20 2 0 12:11:15 12:12:25 1 0 12:13:17 12:14:00 2 1 12:15:00 12:15:00 0 1 12:15:03 12:15:20 1 2 12:16:25 12:23:58 2 1 12:25:32 12:26:42 0 1 12:26:57 12:28:38 1 0 12:29:40 12:33:52 1 1 12:34:55 1 CUT -THROUGH 12:38:23 0 2 12:38:37 1 CUT -THROUGH 12:40:00 2 2 12:41:14 12:41:45 3 0 12:42:28 1 CUT -THROUGH 12:43:25 1 0 12:44:20 12:45:25 1 0 12:45:40 12:46:06 2 1 12:47:44 12:49:45 2 0 12:50:02 12:51:50 2 0 12:53:05 12:57:22 2 0 12:58:14 1 CUT -THROUGH 12:59:16 0 1 12:59:26 FEDERAL WAY, WASHINGTON GRT08336S WEST LEG 27525 PACIFIC AVE 12/4/2008 RED LEFT LANE RIGHT LANE CLEAR TIME QUEUE QUEUE TIME NOTES: AM COUNT 6:00:18 1 1 6:00:23 6:03:30 1 0 6:04:20 6:09:32 1 1 6:10:39 6:14:40 1 0 6:14:48- 6:16:02 1 0 6:16:25 6:17:17 1 0 6:18:13 6:25:07 2 0 6:25:40 6:27:09 1 0 6:27:45 6:30:35 1 0 6:31:00 6:31:45 1 0 6:32:40 6:35:10 1 0 6:35:26 6:47:57 1 0 6:49:10 6:49:30 0 1 6:49:40 6:50:54 1 0 6:51:20 6:55:12 1 0 6:55:53 7:00:55 2 1 7:02:07 7:08:11 1 0 7:08:38 7:09:21 1 0 7:09:37 1 CUT -THROUGH 7:12:40 0 1 7:13:22 7:17:40 0 1 7:17:53 7:19:20 1 0 7:19:54 7:22:09 1 0 7:22:45 7:26:00 1 2 7:22:45 7:28:45 2 0 7:29:50 1 CUT -THROUGH T35:00 1 0 7:35:17 7:35:50 1 0 737:00 7:39:53 1 0 7:41:00 7:50:25 3 2 7:51:40 7:57:45 1 0 7:58:55 8:00:00 1 0 8:01:03 8:09:00 1 1 8:10:05 8:14:40 1 0 8:15:25 1 CUT -THROUGH 8:25:40 1 0 8:26:15 8:31:15 3 0 8:31:58 8:34:45 3 1 8:36:04 2 CUT -THROUGH 8:37:05 1 0 8:37:45 8:38:19 4 0 8:39:22 1 CUT -THROUGH 8:42:20 2 0 8:42:58 8:44:45 1 0 8:44:55 8:46:00 1 0 8:46:28 8:51:42 1 0 8:52:47 8:54:05 1 1 8:54:25 8:54:50 2 1 8:55:55 1 TRUCK 8:56:48 1 0 8:57:20 8:57:40 3 1 8:58:55 RED LEFT LANE RIGHT LANE CLEAR TIME QUEUE QUEUE TIME NOTES: MID -DAY COUNT 11:00:15 1 0 11:00:45 11:06:30 2 0 11:06:48 11:07:24 1 1 11:07:53 1 CUT -THROUGH 11:12:43 1 0 11:13:06 11:14:02 2 1 11:15:02 1 TRUCK 11:15:20 1 0 11:16:32 1 CUT -THROUGH 11:20:45 1 0 11:21:05 11:21:32 1 0 11:21:37 11:22:40 2 0 11:23:50 11:24:00 1 0 11:24:48 11:27:10 0 1 11:27:15 11:28:30 2 0 11:29:34 11:30:43 2 0 11:31:21 11:33:38 1 0 11:33:50 11:37:20 1 0 11:37:41 1 CUT -THROUGH 11:38:25 2 2 11:39:36 1 CUT -THROUGH 11:40:00 1 0 11:40:35 11:42:30 0 1 11:42:41 11:43:18 1 0 11:44:00 11:44:33 0 2 11:44:44 11:45:04 2 0 11:46:14 11:46:30 1 0 11:47:19 11:49:30 1 0 11:49:36 11:52:40 1 0 11:53:00 11:55:33 2 0 11:55:50 11:56:48 0 1 11:57:00 11:57:16 2 0 11:58:07 1 CUT -THROUGH 11:58:28 2 0 11:58:54 11:59:03 1 0 12:00:26 1 CUT -THROUGH 12:02:45 1 0 12:02:55 12:04:45 1 0 12:04:50 12:05:28 2 0 12:06:10 1 CUT -THROUGH 12:07:45 1 0 12:08:05 12:09.05 0 2 12:09:25 12:10:27 1 1 12:10:45 12:14:00 1 0 12:14:06 12:15:15 1 0 12:15:31 12:15:44 0 2 12:16:15 12:18:38 1 0 12:18:48 12:21:50 2 0 12:23:05 12:23:30 1 1 12:24:50 12:29:10 2 0 12:29:33 12:30:40 1 0 12:30:52 1 CUT -THROUGH 12:32:00 2 0 12:32:22 12:34:27 0 2 12:34:50 12:35:50 1 0 12:36:16 12:36:30 0 1 12:36:50 12:37:22 1 1 12:38:00 12:39:00 1 0 12:39:20 12:40:00 1 0 12:41:10 12:42:45 1 0 12:43:20 12:50:11 0 1 12:50:30 12:55:25 1 0 12:55:30 12:55:45 2 0 12:56:30 12:57:10 2 0 12:57:50 1 CUT -THROUGH 12:58:00 2 0 12:59:15 1-Aj� Q Q FEDERAL WAY, WASHINGTON GRT08336S MCDONALD'S DRIVEWAY QUEUE 27525 PACIFIC AVE 12/2/2008 ^� TIME #OF CARS CLEAR TIME NOTES: AM COUNT �1 7:48:10 1 7:49:15 l 8:10:10 1 8:10:20 8:11:20 1 8:11:38 ~' MID -DAY COUNT 11:38:30 1 11:38:50 11:55:50 1 11:56:21 12:00:00 1 12:00:07 12:12:52 1 12:13:33 12:19:49 2 12:20:18 12:20:33 2 12:20:42 12:20:46 1 12:20:52 12:20:52 3 12:21:39 12:24:50 1 12:25:09 12:32:02 2 12:33:06 12:35:10 1 12:35:21 12:49:26 1 12:49:49 VEHICLE BLOCKING THROUGH TRAFFIC FEDERAL WAY, WASHINGTON GRT08336S MCDONALD'S DRIVEWAY QUEUE 27525 PACIFIC AVE 12/3/2008 TIME #OF CARS CLEAR TIME NOTES: AM COUNT 6:46:20 1 6:47:30 6:48:58 1 6:49:15 7:19:40 1 7:20:10 8:34:24 1 8:35:07 8:50:35 1 8:50:50 MID -DAY COUNT 11:08:50 1 11:09:00 11:13:46 1 11:14:22 11:22:01 1 11:22:46 11:29:39 1 11:29:53 12:00:18 1 12:00:30 12:04:35 1 12:04:46 12:09:22 2 12:10:03 12:46:33 2 12:47:25 FEDERAL WAY, WASHINGTON G RT08336S MCDONALD'S DRIVEWAY QUEUE 27525 PACIFIC AVE 12/4/2008 TIME #OF CARS CLEAR TIME NOTES: AM COUNT 6:26:38 1 6:27:09 7:01:40 1 7:02:07 8:31:45 1 8:31:58 8:35:15 4 8:36:04 8:58:20 1 8:58:55 MID -DAY COUNT 11:29:05 1 11:30:00 11:30:30 1 11:30:43 11:56:35 1 11:56:48 11:58:30 1 11:58:56 Turning Movement Counts j I I I J I j FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S TRAFFICOUN i y INC, P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 C:rounr Printrri- Primary File Name : GRT33801A Site Code : 00000001 Start Date : 12/3/2008 Page No : 1 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right Thru Left Truck poo.roal Right Thru Left Truck Anu.Total Right Thru Left Truck ppP.Tomi Right Thru Left Truck ADMTara1 adu.T-1 i .ra.i I.,.Total 06:00 AM 0 0 i0 0 10 9 0 0 0 9 0 0 0 0 0 0 0 1 0 1 0 20 20 06:15 AM 1 0 11 0 12 8 0 0 0 8 0 0 0 0 0 0 1 1 0 2 0 22 22 06:30 AM 0 0 7 0 7 6 1 0 0 7 0 0 0 0 0 0 1 0 0 1 0 15 15 Total 3 0 40 0 43 32 3 0 1 35 0 0 0 0 0 0 2 4 1 8 2 84 8fi 06:45 AM 2 0 12 0 14 9 2 0 1 11 0 0 0 0 0 0 0 2 1 2 2 27 29 1 07:00 AM 0 0 6 0 6 9 1 0 0 10 0 0 0 0 0 0 2 0 0 2 0 i8 18 07:15 AM 5 0 8 0 13 8 2 0 0 10 0 0 0 0 0 0 0 3 0 3 0 26 26 07:30 AM 1 0 7 1 8 6 0 0 0 6 0 0 0 0 0 0 1 1 1 2 2 16 i8 07:45 AM 1 0 i.1 0 12 10 2 ❑ 0 12 0 0 0 0 0 0 0 ❑ 0 0 0 24 24 Total 7 0 32 1 39 33 5 0 0 38 ❑ 0 0 0 0 0 3 4 1 7 2 84 86 08:00 AM 1 0 5 0 6 11 1 0 0 12 0 0 0 0 08:15 AM 3 0 12 0 15 13 2 0 0 15 0 0 0 0 08:30 AM 2 0 11 0 13 13 0 0 0 13 0 0 0 0 08.45 AM ' 2 0 16 0 is 11 1 0 1 12 0 0 0 0 Total 8 0 44 0 521 48 4 0 1 52 0 0 0 0 Grand Total 18 0 116 1 134 113 12 0 2 125 I 0 0 0 0 Apprch % 13.4 0 86.6 90.4 9.6 0 I 0 0 0 Total % 6.4 0 41.1 47.5. 40.1 4.3 0 44.3 0 0 0 0 0 0 1 0 i 0 19 19 0 0 1 4 0 5 0 35 35 0 0 0 1 0 1 0 27 27 0 0 0 3 0 3 1 _33 34 0 0 i 9 0 10 1 114 115 0 0 6 17 2 23 5 282 287 0 26.1 73.9 0 0 2.1 6 S. 1.7 98.3 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North .From East From South From West StartTime Right Thru Left App- Right Thru Left App. Right Thru Left Appi Right Thru Left App- Total Total Total Total I Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hnur fnr Entire Infnrcentinn Reeinc at nR-On AM Int. Total 08:00 AM 1 0 5 6 11 i 0 12 0 0 0 0 0 0 1 1 19 08:15 AM 3 O 12 15 13 2 0 15 0 0 0 0 0 i 4 5 35 08:30 AM 2 0 11 13 13 0 0 13 0 0 0 0 0 0 1 1 27 08:45 AM 2 0 16 18 11 1 0 12 0 0 0 0 0 0 3 3 33 Total Volume 8 0 44 52 48 4 0 52 0 0 0 0 0 1 9 10 114 .Total 15.4 0 84.6 92.3 7.7 0 0 0 0 0 10 90 PHF .887 .p00 .6$8 .722 .923 :5❑0 .000 .867 .QQO .000 .000 AO❑ .00D .250 .663 .5D❑ .814 _J Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of i Peak Hourfor Each raach 8e in5 at: 08:00 AM 07:45 AM 06:00 AM 08:00 AM +0 mins. 1 0 5 6 10 2 0 12 0 0 0 0 0 0 1 1 +15 mins. 3 0 12 15 11 1 0 12 0 0 0 0 0 1 4 5 J +30 mins. 2 0 11 13 13 2 0 15 0 0 0 0 0 0 1 1 +45 mins. 2 0 16 18 13 0 0 13 0 0 0 0 0 0 3 3 Total Volume 8 0 44 52 47 5 0 52 0 0 0 0 0 1 9 10 % Tom1 15.4 0 84.6 90.4 9.6 0 0 0 0 0 10 90 PHI .667 .000 .688 .722 .904 .625 .000 .867 .000 .000 .000 .000. .000 .250 .563 .500 FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S TRAFF! COU NT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33801A Site Code : 00000001 Start Date : 12/3/2008 Page No 1 MCDONALDS S 276TH PL S 276TH PL DRIVEWAY From East From South From West T From North Start Time Right Thm Left! Truck Right Thl.7 Left Truck Right Thru Left Truck Right Thru Left Truck Fxclu.Tb(al I--T.w Int.Total 06:00 AM 0 0 10 0 9 0 0 0 0 0 0 0 0 0 1 0 0 20 20 08:15 AM 1 0 11 0 8 0 0 0 0 0 0 0 0 1 1 0 0 22 22 06:30 AM 0 0 7 0 6 1 0 0 0 0 0 0 0 1 0 0 0 15 15 06:45 AM 2 _0 12 0 _9 2 0 1 0 0 0 0 0 0 2 1 2 _ 27 29 Total 3 0 40 0 32 3 0 1 ❑ 0 0 0 0 2 4 1 2 84 86 07:00 AM 0 0 6 0 9 1 0 0 0 0 0 0 0 2 0 0 0 18 18 07:15 AM 5 0 8 0 8 2 0 0 0 0 0 0 0 0 3 0 0 26 26 07:30 AM 1 0 7 1 6 0 0 0 0 0 0 0 0 1 1 1 2 16 18 01:45 AM 1 0 11 0 10 2 0 0 0 0 0 0 0 0 0 0 0 24 ,24 Total 7 0 32 1 1 33 5 0 0 0 0 0 0 0 3 4 1 1 2 84 86 08:00 AM 1 0 5 0 11 1 0 0 0 0 0 0 1 0 0 1 0 0 19 19 08:15 AM 3 0 12 0 13 2 0 0 0 0 0 0 0 1 4 0 0 35 35 08 30 AM 2 0 11 0 13 0 0 0 0 0 0 0 0 0 1 0 0 27 27 _ 08:45 AM 2 _0 16 0 11 1 0 1 ❑ a ❑ 0 0 0 3 0 1 33 34 Total 8 0 44 0 4$ 4 0 1 0 0 0 0 0 1 9 0 1 114 115 GrandTotal J 1S 0 116 1 113 12 0 2 0 0 0 0 1 0 6 17 2 5 282 287 Apprch % 13.4 0 86.6 90.4 9.6 0 0 0 0 I 0 26.1 73.9 Total % 6.4 0 411 40.1 4.3 0 0 0 0 0 2.1 6 1.7 98.3 MCDONALDS DRIVEWAY Out n Total 13 264 8 Right Tiru Left m� _ p0 ' � North CL ` N V tL� 1213/2008 06:00 AM S 1213/2008 08:45 AM U v � r o 1SZ Prima 9. A of V — F+ Left ru Richht 0 01 0 Out in Total 4 FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S i RAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33801A Site Code 00000001 Start Date 12/3/2008 Page No :2 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West StartTime Right Thru Left App' Right Thru Left App' Right Thru Left App. Right Thru Left App' In. Total Total Total Total Total PeaK Hour Analysts From Ut$:Vt] Am to U4:4b Am - Mean 24 or 7. 0—� U—. f— M.N.n Infc.ecAinn P.M.. of nq.nn AM 08:00 AM 1 0 5 6 11 1 0 12 0 0 0 0 0 0 1 1 19 08:15 AM 3 0 12 15 13 2 0 15 0 0 0 0 0 1 4 5 35 08:30 AM 2 0 11 13 13 0 0 13 0 0 0 0 0 0 1 1 27 0&45 AM 2 ❑ 16 18 11 1 0 12 0 0 0 0 0 0 3 $ 33 Total Volume 8 0 44 52 48 4 0 52 0 0 0 0 0 1 9 10 114 . Total 15.4 0 84.6 92.3 7.7 0 0 0 0 0 10 90 PHF .667 .000 .688 .722 .923 .500 .000 .867 .000 .000 .000 .000 .000 .250 .563 .500 .814 MCDONALOS DRIVEWAY Out In Total 57 r t09 8 Right Thru Left 41 1 L, Peak Hour Data w N T _ �o F J North ase c" tn V c� Peak Hour Begins at 08:00 AM ~2 A Q�N Primary r- r iC Y r---CD A F+ 01 0 =021 D Out In Total FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S TRd FFIC UNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 r:rnunc Prinlnd. Primory File Name : GRT33901A Site Code : 00000001 Start Date : 12/4/2008 Page No : 1 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right Thru Left Truck App.ToW Right Thru Left Truck App.Tami Right Thru Left Truck App.Taw Right Thru Left Truck App.rorai &n T-1 1 maLLTaai int.rotai 06:00 AM 0 0 6 0 6 9 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 15 15 06:15 AM 0 0 9 1 9 7 0 0 1 7 0 0 0 0 0 0 0 0 0 0 2 16 18 06:30 AM 1 0 6 0 7 7 0 0 0 7 0 0 0 0 0 0 0 2 0 2 0 16 16 0645 AM I 3 0 7 0 10 11 0 0 0 11 0 0 0 0 0 0 0 1 0 1 0 22 2_2 Total 4 0 28 1 32 34 0 0 1 34 0 0 0 0 0 0 0 3 0 3 2 69 _ 71 07:00 AM 0 0 5 0 5 8 0 0 0 8 0 0 0 0 07:15 AM 1 0 14 0 15 11 0 0 0 11 0 0 0 0 07:30 AM 4 0 8 0 12 12 2 0 0 14 0 0 0 0 0745 AM 1 0 s Q 6 T. 1 0 ❑ 8 0 6 0 0 Total 6 0 32 0 38 38 3 0 0 41 0 0 0 0 08:00 AM 1 0 4 0 5 7 3 0 0 i0 0 0 0 0 08:15 AM 4 0 6 0 10 7 1 0 0 8 0 0 0 0 08:30 AM 2 0 12 0 14 19 4 0 1 23 0 0 0 0 08:45 AM 3 0 14 0 17 17 2 0 2 19 0 0 0 0 Total 1 10 0 36 0 46 50 10 0 3 601 0 0 0 0 Grand Total 20 0 96 1 116 f 122 13 0 4 135 0 0 0 Q Apprch % 17.2 0 82.8 190.4 9.6 0 0 0 0 Total % 7.4 0 35.6 43 45.2 4.8 0 50 0 0 0 1 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 0 0 2 1 0 3 0 16 16 0 0 0 1 0 1 0 27 27 0 0 1 2 1 3 1 29 30 0 0 0 1 0 1 0 15 15 0 Q 3 5 1 8 1 87 88 0 0 0 0 0 0 0 15 15 0 0 1 0 0 J. 0 19 19 0 0 0 1 0 1 1 38 39 0 0 1 5 1 6 3 42 45 0 0 2 6 1 8, 4 i14 118 O I 0 5 14 2 19 7 270 277 0 26.35 73.7 0 0 1.9 5.2 7 1 2.5 97.5 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West + I Start Time Right Thu Left App- Right Thru Left App. Right Thru Left App. Right Thru Left App I Total Total Total Totai Int. Total 08:00 AM 1 0 4 5 7 3 0 10 0 0 0 0 0 0 0 0 15 08:15 AM 4 0 6 10 7 1 0 8 0 0 0 0 0 1 0 1 19 08:30 AM 2 0 12 14 19 4 0 23 0 0 0 0 0 0 1 1 38 08:45 AM 3 0 14 17 17 2 0 19 0 0 0 0 0 1 5 6 42 _ Total Volume l 10 0 36 46 50 SO 0 60 0 0 0 0 0 2 6 S 114 % App. Tatal I 21.7 0 78.3 8$.3 16.7 0 0 0 0 0 25 75 PwF 6213 000 .643 .976 .658 .625 .000 .652 .000 .000 .000 .000 .000 .Soo .300 .333 .679 Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak J. of i Pnak Fln.v fnr Farh Ann—h FPOtn. af- 08:00 AM 08&00 AM 08:00 AM 06:45 AM +0 mins. 1 0 4 5 7 3 0 i0 0 0 0 0 0 0 1 1 +15 mins. 4 0 6 10 7 1 0 8 0 0 0 0 0 2 1 3 +30 mins. 2 0 12 14 19 4 0 23 0 0 0 0 0 0 1 1 +45 mins. 3 0 14 17 17 2 0 19 0 0 0 ❑ 0 1 2 3 Total Volume 10 0 36 46 50 10 0 601 0 0 0 0 0 3 5 $ 96 Total 21.7 0 78.3 83.3 16.7 0 0 0 0 0 37.5 62.5 PHF .625 .000 .643 .676 .656 .625 .000 .652 .000 .000 .000 .000 .000 .375 .625 .667 FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S TRAFFICOUNTr INC. P.O. sox 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 !_Nn��nc pr:nra.1_ Primary File Name : GRT33901A Site Code : 00000001 Start Date : 12/4/2008 Page No : 1 MCDONALDS S 276TH PL S 276TH PL DRIVEWAY From East From South From West From North Start Time Right Thru I Left I Truck Right I Thru I Left Truck Right I Thru I Left Truck Right I Thru I Left Truck Emlu.Total incm.Tatai Int. Total 06:00 AM 0 0 6 0 9 0 0 0 0 0 0 0 0 0 0 0 0 15 15 06:15 AM 0 0 9 1 7 0 0 1 0 0 0 0 0 0 0 0 2 16 18 06:30 AM 1 0 6 0 7 0 0 0 0 0 0 0 0 0 2 0 0 16 16 08:45 AM 3 0 7 0 11 0 0 0 0 0 0 0 0 0 1 0 1 0 22 22 Total 4 0 28 1 34 0 0 1 0 0 0 OT 0 0 3 0 1 2 69 71 07:00 AM 0 0 5 0 8 0 0 0 1 0 0 0 0 0 2 1 0 0 16 16 07:15 AM 1 0 14 0 11 0 0 0 1 0 0 0 0 0 0 1 0 0 27 27 07:30 AM 4 0 8 0 12 2 0 0 0 0 0 0 0 1 2 1 1 29 30 07:45 AM 1 0 5 0 7 1 0 0 0 0 0 0 0 0 1 0 0 As 15 Total 6 0 32 0 38 3 0 8 r ❑ 0 0 0 0 3 5 1 1 67 88 08:00 AM 1 0 4 0 7 3 0 0 0 0 0 0 0 0 0 0 0 15 15 08:15 AM 4 0 6 0 7 1 0 0 0 0 0 0 0 1 0 0 0 19 19 08:30 AM 2 0 12 0 19 4 0 1 0 0 0 0 0 0 1 0 1 38 39 .OSAS AM 3 U 14 0 17 2 0 2 0 0 0 ❑ n J. 5 1 3 42 45 Total 10 0 36 0 50 i0 0 37 0 0 0 0 0 2 6 1 4 114 118 Grand Total 20 0 96 1 122 13 0 4 0 0 0 0 0 5 14 2 I 7 270 277 Apprch % 17.2 0 82.8 90.4 9.6 0 0 0 0 0 26.3 73.7 Total % 7.4 0 35.6 45.2 4.8 0 0 0 0 0 1.9 5.2 ifl 2.5 97.5 MCDONALDS DRIVEWAY Out Total 136 252 Right Thru Left +j 4 m v, �O J J North aa. tvC V 1 .cam 12/4/2008 06:00 AM 2 �7 �^y ~ 12/4/2008 08:45 AM °' I] (D N W Ol O1 — r Left Thru Riatil 0 0 1 Out In Total FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01A GRT08336S TRAFFICOUNT, INC, P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33901A Site Code : 00000001 Start Date : 12/4/2008 Page No : 2 MCDONALDS DRIVEWAY S 276TH PL I S 276TH PL From North From Easy From South From West Start7ime Right Thru Left App. Right Thru Left App. Right Thru Left App. Right Thru Left App' Total Total Total Total t`eaK hour Analysis from ub:uu AM to utl:nb AM - reaK i or 1 Peak Hour for Entire Intersection Begins at 08:00 AM Int. Total 08:00 AM 1 0 4 5 7 3 0 10 0 0 0 0 0 0 0 0 15 08:15 AM 4 0 6 10 7 1 0 8 0 0 0 0 0 1 0 1 19 08:30 AM 2 0 12 14 19 4 0 23 0 0 0 0 0 0 1 1 38 081.45 AM 3 0 14 17 17 2 0 19 0 0 0 0 0 1 5 6 42 Total Volume 10 0 36 46 50 10 0 60 0 0 0 0 0 2 6 8 114 % A13P. Total 21.7 0 78.3 83.3 16.7 0 0 0 0 0 25 75 PHF .625 .000 .643 .676 .658 .625 .000 .652 .000 .000 .000 .000 .000 .500 .300 .333 1 .679 MCDONALDS DRIVEWAY Out �tf Total 56 1 E1 102 1 3 Right Thm left 4 I 4 Peak Hour Data North Peak Hour Begins at 08:00 AM ~1 Left Thn, Rlahl 01 0 v F-01 0 Out In Total J FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFICOUNT, INC, P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 r_rn - PA.0-4- Primers. File Name : GRT33701 M Site Code : 00000001 Start Date : 12/2/2008 Page No : 1 MCDONALDS DRIVEWAY S 276TH PL I S 276TH PL From North From East From South From West Start Time RightI Thru Left I Truck I App.Tomi 7 Right Thru Left I Truck I Aop.Tewt I Right I Thru I Left Truck Aan.To,, Right I Thru I Left j Truck I App.Total Ed,T-f n,W.T-1 Int. Total 11:00 AM 1 0 8 0 9 i0 0 0 0 10 0 0 0 0 0 0 1 1 0 2 0 21 21 11:15 AM 2 0 10 1 12 15 1 0 1 16 0 0 0 0 0 0 2 0 1 2 3 30 33 11:30 AM 3 0 16 0 19 14 1 0 0 15 0 0 0 0 0 0 1 2 1 3 1 37 38 11:45 AM 1 0 15 0 16 18 6 0 0 24 0 0 0 0 0 0 2 0 0 2 0 42 42 Total 7 0 49 1 56 51 a 0 1 65 0 ❑ 0 0 0 j 0 6 3 2 9 4 no 134 12:00 PM 2 0 12 0 14 22 1 0 0 23 0 0 0 0 12:15 PM 2 0 23 0 25 16 3 0 0 19 0 0 0 0 12:30 PM 2 0 13 0 15 18 1 0 0 19 0 0 0 0 1.2.45 PM 4 0 16 0 20 i9 0 0 0 19 l 0 0 0 0 Total 10 0 64 0 74 75 5 0 0 80 1 0 0 0 0 Grand Total 1 17 0 113 1 130 132 13 0 1 1451 0 0 0 0 Apprch % 13.1 0 86.9 91 9 0 0 0 0 Total % 1 5.8 0 38.8 44.7 45.4 4.5 0 49.8 0 0 0 1 0 0 1 2 0 0 0 1 0 0 0 0 1 1 0 0 0 0 1 ❑ 0 0 3 4 0 0 0 9 7 2 0 56.2 43.8 0 0 3.1 2.4 3 0 40 40 1 0 45 45 2 0 36 36 1 0 40 40 7 0 161 161 161 4 291 295 5.5 1.4 98.6 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL Froin North From East From South From West StartTime Right Thru Left 'pp' Right Thru Left Right Thru Left App' Right Thru Left App' I I Total Total oral Total Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM Int. Total 11:30 AM 3 0 16 19 14 1 0 15 0 0 0 0 0 1 2 3 37 11:45 AM 1 0 15 16 18 6 0 24 0 0 0 0 0 2 0 2 42 1.2:00 PM 2 0 12 14 22 1 0 23 0 0 0 0 0 1 2 3 40 12:15 PM 2 0 23 26 16 3 0 19 0 0 0 0 0 1 0 1 45 Total Volume 8 0 66 74 70 11 0 81 0 0 0 0 0 5 4 9 164 % App. Total 50.8 0 89.2 1 86.4 13.6 0 0 0 0 0 55.6 44.4 PHF .667 .000 .717 .740 .795 .458 .000 .844 .000 .000 .000 .000 .000 .625 .500 .760 1 .911 Peak Hour Analysis From 1L•00 AM to 12:46 PM - Peak 1 of J. Peak HourferEaeh Appfoach Begins at: 11:30 AM 11:45 AM 11:00 AM 11:15 AM +0 mins. 3 0 16 19 18 6 0 24 0 0 0 0 0 2 0 2 +15 mins. 1 0 15 16 22 1 0 23 0 0 0 0 0 1 2 3 +30 mins. 2 0 12 14 16 3 0 19 0 0 0 0 0 2 0 2 +45 mini . 2 0 23 25 18 1 0 19 0 0 0 0 0 1 2 3 Total Volume 8 0 66 74 74 11 0 85 0 0 0 0 0 6 4 10 %A Total 10.8 0 892 87.1 12.9 0 0 0 0 0 60 40 PHF .667 .000 .717 .740 .841 .459 .000 .885 1 .000 .000 .000 .000 .000 .750 .500 .833 _a I I I j FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 MCDONALDS DRIVEWAY From North S 276TH PL From East Start Time Right Thru I Left Truck Right Thru Left Truck Right 11:00 AM 1 0 8 0 10 0 0 0 0 1115AM 2 0 10 1 15 1 0 1 0 11:30 AM 3 0 16 0 14 1 0 0 0 11:45 AM 1 0 15 0 18 6 0 0 0 Total) 7 0 49 i 1 57 8 0 1 0 12:00 PM 2 0 12 0 22 1 0 0 0 12:15 PM 2 0 23 0 16 3 0 0 0 12:30 PM 2 0 13 0 1s 1 0 0 0 12 S PM 4 0 16 O ist 0 0 0 0 Total 10 0 64 0 75 5 0 0 0 Grand Total 17 0 113 1 132 13 0 1 0 Apprch � 13.1 0 86.9 I 91 9 0 0 Total k 5.8 0 38.8 45.4 4.5 0 0 File Name : GRT33701 M Site Code : 00000001 Start Date : 12/2/2008 Page No : 1 S 276TH PL From South From West Thru Left Truck Right Thru Left Truck Exelu.Total Inciu.roiai Int.Total 0 0 0 0 1 1 0 a 21 21 0 0 0 0 2 0 1 3 30 33 0 0 0 0 1 2 1 1 37 38 0 0 0 0 2 0 0 0 42 42 0 0 O I 0 6 3 2 4 130 134 0 0 0 0 1 2 0 0 40 40 0 0 0 0 1 0 0 0 45 45 0 0 0 0 1 1 0 0 36 36 0 0 -0 o o 10 0 40 40 0 0 -1 0 1 0 3 4 0 0 161 1.61 0 0 a 0 9 7 2 4 291 295 0 0 I 0 56.2 43.8 0 0 0 3.1 2.4 1.4 98.6 MCDONALDS DRIVEWAY Out In Total 139F la0l 1 269 17 0 11 Right iN Left my o T Do North3. '—OO N �Primary 2l2008 11:00 AM 1-2 A 2l2008 12:45 PM �+ v mr :- 0 �� - o wom — I F-' Left Thru h F-01 Out In Total j FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33701 M Site Code : 00000001 Start Date : 12/2/2008 Page No :2 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West Start Time Rigfit Thru Left App' Right Thru Left App. Right Thru Left App' Right; Thru Left App' Int. Total Total Total I Total I Total Peak Hour Analysis From i1:00 AM to 12:45 PM - Peak 1 of i Perak 14—r for Fntim Intersertinn RP.2ins at 11-30 AM 11:30 AM 3 0 16 19 14 1 0 15 0 0 0 0 0 1 2 3 37 11:45 AM 1 O 15 16 18 6 0 24 0 0 0 0 0 2 0 2 42 12:00 PM 2 0 12 14 22 1 0 23 0 0 0 0 0 1 2 3 40 12-15 PM 2 0 23 25 i8 3 0 19 0 0 0 0 0 1 0 1 45 Total Volume 8 O 66 74 70 11 0 81 0 0 0 0 0 5 4 9 164 . Total 10.8 0 89.2 86.4 13.6 0 0 0 0 0 55.6 44.4 PHF 1 .667 .000 .717 .740 .795 .458 .000 .844 1 .000 .000 .000 .000 f .000 .625 .500 .750 1 .9i1 MCDONALDS DRIVEWAY Out In Total 74 74 148 8 Q Right Thru Left Peak Hour Data North Peak Hour Begins at 11:30 AM Primary '_1 F' Lett Thru Rfaht 01 01 0 0 u 0 Out In Total _J TRAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn com FEDERAL WAY, WASHINGTON (360)491-8116 MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S Crvu sPrinted-Primary File Name : GRT33801 M Site Code : 0000001 Start Date : 12/3/2008 Page No : 1 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From N rth From East From South From West Start Time Right I Thru I Left Truck LAmp.T.w Right I Thru I Left I Truck I A.T.W Right Thru Left I Truck I ADD. Tow Right I Thru I LeftTruck I App.Tm l Uba Ted iMura.i IntTptal 1i:00 AM 3 0 16 1 19 13 0 0 0 13 0 0 0 0 0 0 1 2 0 3 1 35 36 11:15 AM 1 0 7 0 8 12 6 0 0 18 0 0 0 0 0 0 0 1 0 1 0 27 27 11:30 AM 1 0 13 0 14 13 2 0 0 15 0 0 0 0 0 0 1 4 0 5 0 34 34 11.45 AM 1 0 12 1 13 8 4 0 0 12 0 0 0 0 0 0 1 2 0 3 1 28 29 Total 6 0 48 2 541 46 f2 0 0 68 0 0 p 0 a 0• 3 9 0 12 2 124 126 12:00 PM 2 0 22 0 24 25 2 0 0 27 I 0 0 0 0 12:15PM 2 0 19 0 21 14 2 0 0 16 0 0 0 0 12:30 PM 2 0 11 0 13 15 6 0 0 21 0 0 0 0 12:45PM 2 0 17 0 19 12 2 0 0 14 0 0 0 0 Total l a 0 69 0 77 66 12 0 0 781 0 0 0 0 Grand Total 14 0 117 2 131 11.2 24 0 0 136 j 0 0 0 0 - Apprch % 10.7 0 89.3 82.4 17.6 0 j 0 0 0 Total % 4.8 0 40.3 45.2 ; 38.6 8.3 0 46.9 0 0 0 t 0 0 1 2 0 3 0 54 54 0 0 0 i 0 f 0 38 38 0 0 4 0 0 4 0 38 38 p 0 1 2 0 3 0 36 36 0 0 6 5 0 111 0 166 166 0 0 9 14 0 23� 2 290 292 1 0 39.60.9 0 0 3.1 4.8 7.9 0.7 99.3 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right Thru Left Right Thru Left A9pi Right Thru Left App. Right Thru I Left App I Total Total Total Total I Total 1 Peak Hour Analysis From 1L00 AM to 12!45 PM - Peak i of 1 111 Peak Hour for Entire Intersection Begins at 12:00 PM Int. Total 12:00 PM 2 0 22 24 25 2 0 27 0 0 0 0 0 1 2 3 54 12:15 PM , 2 0 19 21 14 2 0 16 0 0 0 0 0 0 1 1 38 12:30 PM 2 0 11 13 15 6 0 21 0 0 0 0 0 4 0 4 38 12:45 PM 2 0 17 19 12 2 0 14 0 0 0 0 0 1 2 3 36 Total Volume 8 0 69 77 66 12 0 78 0 0 0 0 6 6 5 11 166 % . ToCdl 10.4 0 89.6 84.6 15.4 0 0 0 0 0 54.5 45.5 PHF 1.000 .000 .784 .802 .660 .500 .000 .722 1 000 .000 .000 .000 1 .000 _375 .625 .688 .769 _1 Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak J. of 1 PeakHourforEm,h proach Be Ins at: 12:00 PM 12:00 PM +0 mins. 2 0 22 24 25 2 0 +15 mins. 2 0 19 21 14 2 0 • +30 mins. 2 0 11 13 15 6 0 +45 mins. 2 0 17 19 12 2 0 J Total Volume 8 0 69 77 66 12 0 % .Tolal 10.4 0 8%6 84.6 15.4 0 PHF 1.000 .000 .784 .802 .660 .600 .000 11:00 AM :00 AM 27 0 0 0 01 0 1 2 3 16 0 0 0 0 0 0 1 1 21 0 0 0 0 0 1 4 5 14I 0 0 0 0! 0 1 2 3 78I 0 0 0 0 0 3 9 12 0 0 0 0 25 75 722 1 .000 .000 .000 .000 .000 .750 .563 .600 1 FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S _l TRAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 f:rmrnc Printnrl. Primary File Name : GRT33801 M Site Code 0000001 Start Date : 12/3/2008 Page No : 1 MCDONALDS S 276TH PL S 276TH PL DRIVEWAY From East From South From West From North Start Time Right Thru Left Truck Right Thru Left Truck Right Thru Left Truck Right Thru Left Truck Facm.rotai incm.rotai Int.Total 11:00 AM 3 0 16 1 13 0 0 0 0 0 0 0 0 1 2 0 1 35 36 11:15 AM 1 0 7 0 12 6 0 0 0 0 0 0 0 0 1 0 0 27 27 11:30 AM 1 0 13 0 13 2 0 0 0 0 0 0 0 1 4 0 0 34 34 1L•45AM 1 0 12 1 8 4 0 0 0 0 1 0 1 0 1 2 3 9 0 1 0 2 28 124 29 126 Total I 6 0 48 2 46 12 0 0 _0 _0 1 0 ❑ 0 0 12:00 PM 2 0 22 0 25 2 0 0 0 0 0 0 0 1 2 0 1 0 54 54 12:15 PM 2 0 19 0 14 2 0 0 0 0 0 0 0 0 1 0 0 38 38 12:30 PM l 2 0 11 0 15 6 0 0 0 0 0 0 0 4 0 0 0 38 38 12:45 PN12 0 17 0 12 2 0 0 0 0 0 0 Q 1 2 O 0 36 Total 8 0 69 0 66 12 0 0 0 0 6 0 6 6 5 0 1 0 166 166 Grand Total j 14 0 117 2 112 24 0 0 0 0 0 0 0 9 14 0 2 290 292 Apprch % 10.7 0 89.3 82.4 17.6 0 0 0 0 0 39.1 60.9 111 Total / 4.8 0 40.3 38.6 8.3 0 0 0 0 0 3.1 4.8 0.7 99.3 MC€JONALOS DRIVEWAY 7126=�l al 57 RightiN Lett o` I �O North °f rn 03 [L yV t—/ 12/3/2008 11:00 AM =j a °� ry ~ 12/3/2008 12:45 PM =a rn m O c r 3n Prinnary�—I Of m N fi r ROM Q F---01 Out In Total FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFICOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33801 M Site Code : 0000001 Start Date : 12/3/2008 Page No :2 MCDONALDS DRIVEWAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right Thru Left App. Right Thru Left App' Right Thru Left App' 1 Right Thru 1. Left App' 1 Total Total Total Total Boa Hour �� � apron nuu� ii.vv ..m �� ic.Yo � rcun •. us .� Peak for Entire Intersection Bens at 12:00 PM Int. Total 12:00 PM 2 0 22 24 25 2 0 27 0 0 0 0 0 1 2 3 54 12:15 PM 2 0 19 21 14 2 0 16 0 0 0 0 0 0 1 1 38 12:30 PM 2 0 11 13 15 6 0 21 0 0 0 0 0 4 0 4 38 12:45 PM 2 O 17 19 12 2 0 14 0 0 0 0 0 1 2 3 36 Total Volume 8 0 69 77 66 12 0 78 0 0 0 0 0 6 5 11 166 %A .Total 10.4 0 89.6 84.6 15.4 0 0 0 0 0 54.5 45.5 PHF 1.000 .000 .784 .802 1 .660 .500 .000 .722 1 .000 .000 .000 .000 .000 .375 .625 .688 .769 MCC)ONALaS ORIVEVVAY Out In Total 71 E::� 148 —81 0 Right Thru LeR Peak Hour Data 0 0 North a t H y ti-- Peak Hour Begins at 12:00 PM-2 r y S r en o = Primary r- r, p- 4 I F4 Len Thru Ri ht 01 0 0i 0 out In Total FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFBCOUNT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 Crnnns Printed- Primary File Name : GRT33901 M Site Code : 00000001 Start Date : 12/4/2008 Page No : 1 MCDONALDS DRIVEAY S 276TH PL S 276TH PL �y From North From East From South From West Start Time Right I Thru I Left I Truck I Aoo.Toes Right Thru Left I Truck I App.Tael Right I Thru I Left I Truck App.Totnl Right Thru I Left I Truck App.Toel scot. Tool ed�YpN Inttotal 11:00 AM 1 0 7 0 8 10 3 0 0 13 0 0 0 0 0 0 0 1 0 1 0 22 22 11:15 AM 0 0 10 0 10 14 1 0 0 15 0 0 0 0 0 0 1 0 0 1 0 26 26 11-30 AM 0 0 12 0 12 12 2 0 0 14 0 0 0 0 0 0 2 1 0 3 0 29 29 -? 1i:45AM 0 0 15 0 15 18 3 0 0 21 0 0 0_ 0 0 2 1 0 3 0 39 39 1 0 44 0 45 54 9 0 0 63 0 5 3 0 8 0 116 116 Total _0 0 0 0 0 0 12:00 PM 1 0 16 0 17 17 3 0 0 20 0 0 0 0 0 0 3 2 0 5 0 42 42 12:15 PM 3 0 16 0 19 22 2 0 0 24 0 0 0 0 0 0 0 1 0 1 0 44 44 '-I 12:30 PM 2 0 17 0 19 16 3 0 0 19 0 0 0 0 0 0 1 1 0 2 0 40 40 12:45 PM 4 0 12 0 16 18 5 0 0 23 0 0 0 0 0 0 2 2 0 4 0 43 43 Total I 10 0 61 0 71 73 13 0 0 86 0 0 0 0 0 0 6 6 0 12 0 169 169 Grand Total 11 0 105 0 1161 127 22 0 0 149 I 0 0 0 0 01 0 Si 9 0 201 0 285 285 Apprch % 9.5 0 90.5 85.2 14.8 0 I 0 0 0 0 55 45 Total% 3.9 0 36.8 40.7 44.6 7.7 0 52.3 0 0 0 0 0 3.9 3.2 7 0 100 MCDONALDS DRIVEAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right I Thru Left I App. I Right Thru Left App' Right Thru Left App. Right Thru Left App. I Int.Total Total Total Total Total Peak Hour Analysis From 11:UU AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersectinn Re2ins at 12:00 PM 12'00 PM 1 0 16 17 17 3 0 20 0 0 0 0 0 3 2 5 42 12:15 PM 3 0 16 19 22 2 0 24 0 0 0 0 0 0 1 1 44 12:30 PM 2 0 17 19 16 3 0 19 0 0 0 0 0 1 1 2 40 12:45 PM 4 0 12 i6 18 5 0 23 0 0 0 0 0 2 2 4 43 Total Volume 10 0 61 71 73 13 0 86 0 0 0 0 0 6 6 12 169 % App, TOW 14.1 0 85.9 84.9 15.1 0 0 0 0 0 50 50 P'HF 1 .625 .000 .897 .934 r .830 .650 .000 .896 1 .000 .000 .000 .000 .000 .500 .750 .600 .960 Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 P..k U-, Fn. V-1, &n nrn h Rnvin. .0- 12:00 PM 12:00 PM 1100 AM 1L•15 AM +0 mins. J. 0 16 17 17 3 0 20 0 0 0 0 0 1 0 1 +15 mins. 3 0 16 19 22 2 0 24 0 0 0 0 0 2 1 3 +30 mins. 2 0 17 19 16 3 0 19 0 0 0 0 0 2 1 3 +46 mins. 4 0 12 is 18 5 0 23 0 0 0 0 0 3 2 5 Total Volume 10 0 61 71 73 13 0 86 1 0 0 0 0 0 8 4 12 Total 14.1 0 85.9 84.9 15.1 0 0 .000 0 .000 0 .000 _ .000 0 66.7 33.3 PHF .625 .000 .897 .934 .830 .650 .000 .896 .000 .667 .500 .600 FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFFICOUNT, INC, P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 Crnnnt Prinfori- Prinnory File Name : GRT33901 M Site Code : 00000001 Start Date : 12/4/2008 Page No : 1 MCDONALDS DRIVEAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right I Thru I Left I Truck Right Thru Left Truck Right I Th. I Left Truck Right j Thru Left Truck Exclu.T.., Inelu.Total Int. Total it:00 AM 1 0 7 0 10 3 0 0 0 0 0 0 0 0 1 0 0 22 22 11:15 AM 0 0 10 0 14 1 0 0 0 0 0 0 0 1 0 0 0 26 26 11:30 AM 0 0 12 0 12 2 0 0 0 0 0 0 0 2 1 0 0 29 29 1145 A1N 0 0 15 0 18 3 0 0 0 0 0 0 0 2 1 0 0 39 39 Total 1 0 44 0 54 9 0 0 0 0 0 0 0 5 3 0 0 116 116 12:00 PM 1 0 16 0 17 3 0 0 0 0 0 0 0 3 2 0 0 42 42 12:15 PM 3 0 16 O 22 2 0 0 0 0 0 0 0 0 1 0 0 44 44 12:30 PM 2 0 17 0 16 3 0 0 0 0 0 0 0 1 1 0 0 40 40 12.45 PM 4 i0 0 0 12 61 0 0 18 73 5 13 0 0 0 0 0 0 0 0 0 2 2 D 0 43 43 Total 1 0 .0 0 0 0 �6 6 0 0 169 169 Grand Total 11 0 105 0 127 22 0 0 0 0 0 0 0 11 9 0 0 285 285 Apprch % I 9.5 0 90.5 1 85.2 14.8 0 0 0 0 0 55 45 Total % 3.9 0 36.8 44.6 7.7 0 0 0 0 0 3.9 3.2 0 100 MCDONALDS DRJVEAY Out I Total 136 252 ill 01 5 Right Titu Left m� T LAN4O North MN cm ycl l t—i 12/4/2008 11:00 AM r' 12/4/2008 12:45 PM S g�v ro ' rG T ri O ~� m m cn *-1 F' Left Th 0 Out In Total FEDERAL WAY, WASHINGTON MCDONALDS DRIVEWAY S 276TH PL LOC# 01 M GRT08336S TRAFI= I COU IliT, INC. P.O. BOX 2508 OLYMPIA, WA 98507 trafficount@msn.com (360)491-8116 File Name : GRT33901 M Site Code : 00000001 Start Date : 12/4/2008 Page No :2 MCDONALDS DRIVEAY S 276TH PL S 276TH PL From North From East From South From West Start Time Right Thru Left App. Right Thru Left App' Right Thru Left App. Right Thru Left App' Total Total Total Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 1 0 16 17 17 3 0 20 0 0 0 0 0 3 2 5 12:15 PM 3 0 16 19 22 2 0 24 0 0 0 0 0 0 1 1 12:30 PM 2 ff 17 19 i6 3 0 19 0 0 0 0 0 J. 1 2 1246 PM 4 0 12 16 18 5 0 { 23 . 0 0 0 0 0 2 2 4 Total Volume 10 0 61 71 73 13 0 86 0 0 0 0 0 6 6 12 . Total 141 0 85.9 84.9 15.1 0 0 0 0 0 50 50 PHF .625 .000 .897 .934 .830 .650 .000 .896 1 .000 .000 .000 .000 .000 .500 .756 .600 MCDONALDS DRiVFAY Out in Total 79 F 150 70 0 a A Id 'fhru Left w Peak Hour Data AIL North Peak Hour Begins at 12:00 PM Arima 4 r Left Thru Rlahl 4 ❑ ❑ (—� I u Out In Total Int. 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