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10-105331-UP
CITY OF ti Federal Way May 19, 2011 Mr. John Llacuna Stantec Inc. 12034 1341h Court NE, Suite #102 Redmond, WA 98052 CITY HALL FiLE 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederal wa y. com RE: FILE #10-105331-00-UP; PROCESS III APPROVAL Safeway Gas and Convenience Store, 1207 South 320`h Street, Federal Way Dear Mr. Llacuna: The Federal Way Department of Community and Economic Development has completed administrative review of the proposed retail gas fueling facility, underground fuel storage tanks, a retail convenience store, vending kiosk building, and six parking stalls with site improvements at the existing Safeway Grocery store site. The land use application resubmitted on May 10, 2011, is hereby conditionally approved per the enclosed Findings for Project Approval. The remainder of this letter outlines future review processes required, gives a brief summary of the process under the State Environmental Policy Act (SEPA) to date, and outlines procedure relating to appeals and approval periods for this decision. Additional requirements will be provided as City departments review the building permits submitted for the proposed development (permits 11-101135-00-CO for the canopy, 11-101134-00-CO for the retail kiosk, and 11-101136-00-CO for the vending kiosk). CONDITIONS OF PROJECT APPROVAL 1. Prior to issuance of any building permits associated with this development, the applicant shall make a Traffic Impact Fee (TIF) payment to the City of Federal Way currently (2011) . estimated in the amount of $102,623.23. This fee may change if a building permit is not issued by December 31, 2011. 2. The left turn out of the main driveway onto westbound South 320`h Street may be restricted in the future if the City's Traffic Division deems it necessary for safety. REVIEW PROCESSES REQUIRED The site is located in the City Center Frame (CCF) zoning district. Fueling facility uses are permitted in this zone subject to the provisions of Federal Way Revised Code (FWRC) 19.230.040 "Vehicle Service Station, " and the retail use is permitted under FWRC 19.230.020, "Retail. " Both uses are reviewed through the Process III project approval review process under FWRC 19.65. Project approval does not grant license to begin any type of site work. SEPA PROCESS The responsible official of the City of Federal Way issued a Determination of Nonsignificance (DNS) on March 7, 2009, pursuant to the State Environmental Policy Act (SEPA).1 The comment and appeal period 1 This environmental application was submitted in conjunction with a 2007 land use application for the fueling facility. Although the land use application expired in 2010 by limitation, the environmental application is retained as the 2010 project remains unchanged from the 2007 application. Mr. Llacuna May 19, 2011 Page 2 for this determination was completed on April 7, 2009, with no corrections to the City's initial determination. The final staff evaluation for the Environmental Checklist, Federal Way Application Number 07-1045 0 1 -00-SE, is hereby incorporated by reference as though set forth in full. PROCEDURAL INFORMATION This Process III 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, and be accompanied by the established fee, within 14 calendar days after the effective date of the decision. The effective date of decision is May 22, 2011. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions 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 before 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 five percent ($100 minimum) before building permit issuance. The cash deposit will be refunded following satisfactory completion of all bond requirements. Unless modified or appealed, the applicant must substantially complete construction and complete conditions listed within five (5) years of the final date of decision, or the decision becomes void as provided under FWRC 19.15.100(2). An extension may be granted pursuant to FWRC 19.15.110 via a written request submitted to the City's Department of Community and Economic Development, 33325 8`h Avenue South, Federal Way, WA 98003, before the expiration of the decision. If you have any questions regarding this decision, please contact Senior Planner Deb Barker at 253-835- 2642. Sincerely, 11-17 Isaac Conlen, Planning Manager For Patrick Doherty, Director enc: Findings for Project Approval Approved Site Plan pages Al.I & A1.3 dated 5/4/11, prepared by Stantec Approved Elevations pages A2.1, A4.2, A5.2, dated 11/2010 & CAI dated 12/10, prepared by Stantec. c: Deb Barker, Senior Planner Kevin Peterson, Engineer Plans Reviewer Sarady Long, Senior Transportation Engineer Scott Sproul, Plans Examiner Chris Ingham, South King Fire and Rescue Brian Asbury, Lakehaven Utility District Duncan Wallace, via e-mail: duncan.wallace@stantec.com Brad Chadek, via e-mail: brad.chadek@safeway.com File 10-105331-UP Doc, LD. 57667 CIT Federal Vila ~ Findings for Process III Project Approval Safeway Fueling Facility #10-105331-00-UP The following are findings for recommending approval of a new fueling facility and retail kiosk at the north-west corner of the Safeway site located at 1207 South 320t' Street. FINDINGS The applicant has proposed the elimination of 65 parking stalls in the northwest corner of the site to facilitate construction of a six -pump fueling facility covered by a 4,064 square -foot canopy with two 20,000 gallon underground storage tanks, a 1,010 square -foot retail kiosk and a 400 square -foot vending kiosk, six new parking stalls, and site improvements on a 29,500 square -foot portion of the 7.32-acre commerical property occupied by the Safeway store. The Process III land use application was submitted on December 22, 2010, and revisions were received on February 16, February 24, and May 10, 2011. 2. Zoning for the subject site is City Center - Frame (CC-F). Vehicle service station uses are permitted uses in CC-F zoning districts pursuant to Federal Way Revised Code (FWRC) 19.230.040, and retail uses are permitted in the CC-F zone per FWRC 19.230.020, subject to project approval. The Comprehensive Plan designation for the subject site is City Center - Frame. 3. The responsible official of the City of Federal Way issued a Determination of Nonsignificance (DNS) on March 7, 2009, pursuant to the State Environmental Policy Act (SEPA)_' The comment and appeal period for this determination was completed on April 7, 2009, with no corrections to the City's initial determination. The final staff evaluation for the Environmental Checklist, Federal Way Application Number 07-10450 1 -00-SE, is hereby incorporated by reference as though set forth in full. 4. According to the Technical Information Report (TIR) prepared by Sound Consultants, LLC, storm drainage runoff from the proposed fueling station is proposed to tie into the existing storm drainage system, which consists of an underground wet/detention vault. Storm drainage leaves the site in two locations and is ultimately conveyed in piped systems to West Campus Detention Lake #2. The TIR notes that there will be no additional runoff from the proposed development so the site is exempt from flow control requirements per the King County Surface Water Design Manual (KCSWDM). However, under FWRC 19.30.120, redevelopment of the parking lot to the fueling station requires that the full Safeway site be brought into conformance with water quality requirements. To address this, the applicant proposes to upgrade the water quality system for the entire 9.95-acre site in order to meet Enhanced Basic Protection standards of the KCSWDM. The TIR was reviewed by the Public Works Department, and the stormwater facility design was accepted as proposed. Storm drainage t This environmental application was submitted in conjunction with a 2007 land use application for the fueling facility_ Although the land use application expired in 2010 by limitation, the environmental application is retained as the 2010 project remains unchanged from the 2007 application. 2 The entire site consists of the 7.32-acre Safeway parcel, the 2.06-acre Big Lots parcel, and the 0.58-acre Qdoba parcel. facilities are required to be designed in accordance with all applicable Enhanced Basic Protection Requirements outlined in the 2009 KCSWDM and the city's addendum to the manual. The applicant submitted a 2010 Traffic Concurrency Review application under file # 10- 105333-00- CN, requesting that the City perform the concurrency analysis for the proposed development. In a February 2, 2011 Concurrency Decision, the Public Works Traffic Division found that all intersections impacted by one or more weekday evening peak hours trips from the proposed development would meet City of Federal Way Level of Service (LOS) standards with the City's programmed improvements. A Capacity Reserve Certificate (CRC) was issued for development of a 12 fueling positions gas station with convenience store. In addition, the Traffic Division calculated a Traffic Impact Fee (TIF) in the amount of $99,634.21 to the service station project based on 12 fueling pumps at $8.302.85 per unit of measure, in accordance with FWRC 19.91 Traffic Impact Fee_ When combined with the $2,989.03 administrative fee, the TIF amount is $102,623.23. This traffic impact fee must be paid to the City of Federal Way before any building permits for the proposed fueling facility may be issued, and the fee may be changed if a building permit is not issued by December 31, 2011. 6. Under FWRC, the 113,929 square feet of retail building use associated with the subject site requires that 380 parking stalls be provided, based on one parking stall for each 300 square feet of gross floor area. The applicant notes that there are currently 479 parking stalls associated with the Safeway development. When 65 parking stalls are removed to facilitate construction of the fueling station, the minimum number of required parking stalls will be maintained. 7. Based on available King County tax records and the submitted materials, the City's Traffic Division found that the proposed fueling station and retail building did not exceed the 25 percent threshold criteria for requiring street frontage improvements or right-of-way dedication as identified in FWRC 19.135.030. The project has been designed based on future property line locations along South 320`h Street, but dedication is not proposed with this application. However, any subsequent application for a Binding Site Plan or Boundary Line Adjustment associated with this parcel may result in street frontage improvements and/or right-of-way dedication required. 8. Full turning movements out of the Safeway parking lot onto 11t' Avenue South and South 320'h Street are currently in place. The left turn out of the main driveway onto westbound South 320'h Street may be restricted in the future if the City's Traffic Division deems it necessary for safety. 9. The retail kiosk or convenience store includes an office space and monitoring equipment for the fueling station. It has pedestrian access to South 3201h Street as well as the fueling pumps. The vending kiosk, which will house various machines for food or drink purchase, will also provide pedestrian access to I Ph Avenue South as well as the fueling pumps. No seating will be provided in this kiosk. 10. Site and architectural design is consistent with FWRC 19.115, "Community Design Guidelines, " based on provision of the following key design elements: (a) gas station and retail kiosks will be located in the NW corner of the existing parking lot associated with the existing Safeway store; (b) the gas station stacking lanes are visually screened from the surrounding streets by the retail kiosk on the north, the vending kiosk on the west, and a decorative screening wall at the corner; (c) the north fagade of the retail kiosk meets CC-F design standards for principle pedestrian facades as it is no more than five feet from the future property line, includes 40% glazing, awnings, and a 460 square - foot entry plaza; (d) the vending kiosk connects to I Ith Place SW via a 600 square -foot plaza with Findings for Process III Approval 10-105331/n«. LD.57668 Safeway Gas Station and Retail Kiosk Page 2 landscaping and special pavement; (e) a 900 square -foot landscaped plaza at the north-west corner of the site incorporates a curved wood trellis, special pavement, built-in seating and landscaping; (f) building articulation and scale are achieved by varying roof parapet heights, shaped coping, awnings, use of windows on all facades and a variety of building materials including stucco, smooth faced CMU, metal flashing and metal awnings; (g) articulated paving with landscaping connects the retail kiosks and gas station with the main Safeway entrance fagade while pedestrian routes of travel connect South 320'' Street to the internal portion of the service station; (h) substantial vegetation is incorporated along street frontages to mitigate the visual impact of parking stalls; and (1) the application demonstrates overall continuity of architectural design and compatibility with the existing Safeway structure while implementing current design standards. 11. Landscaping for the new facility includes five feet of Type III perimeter landscaping around the north and west portions of the project; interior parking lot landscaping associated with the new parking stalls; and use of landscaping to separate the fueling facility and pedestrian corridor from the internal drive aisle. Final review of proposed landscaping will occur in conjunction with building permit review. 12. The proposed site plan application and application attachments have been determined to be consistent with the FWCP, all applicable provisions of this chapter, 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). 13. Final construction drawings are subject to review 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. 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. Recommendation Prepared by: Deb Barker, Senior Planner Findings for Process III Approval Safeway Gas Station and Retail Kiosk Date: May 16, 2011 10-105331/na. I.o. 57668 Page 3 V,:W� Stantec May 09, 2011 Stantec Architecture Inc. 12034 - 134th Court Northeast Suite 102 Redmond WA 98052 Tel: (425) 298-1000 Fax: (425) 298-1019 Attention: Deb Barker, Senior Planner City of Federal Way 33325 8th Avenue South Federal Way, WA 98063 RESUBMITTED MAY 10 2011 CITY OF FEDERAL WAY CDS Reference: File #10-105331-00-UP; Safeway Gas Station and Convenience Store Dear Ms. Barker, Please accept our response to your letter dated February 3, 2011. Each comment has been listed below followed by our response. Traffic Division, Sarady Long, 253-835-2743 1) Based on the submitted truck turning diagram, a northbound tanker truck turning right into the northernmost driveway on 11th Place South seems to encroach onto the opposing traffic lane in the driveway. This could create safety problems during the peak periods due to heavy traffic exiting this driveway. However, given that the truck turning diagram is fairly conservative and the fact that experienced truck drivers may reduce/eliminate this possible encroachment, staff is recommending that fuel delivery be limited to off peak periods. Alternatively, the tanker truck may be re-routed to use the driveway off of South 320th Street instead of using South 320Street in the peak hours. Response: See attached Sheet A1.1 for the alternate truck path 2) Traffic circulation for fueling vehicles should be designed to reduce conflicts with pedestrians, other vehicles, and avoid any potential queuing onto South 32dStreet. Staff recommends that traffic circulation for fueling vehicles be depicted as one-way entering and one-way exiting. Response: To avoid potential queuing onto South 320th Street, the East Curb Cut has been closed off and replaced with landscaping. See Sheets C-104, A1.1, SL-1.1, SL-2.1. Planning Division, Deb Barker, 253-835-2642 Site plan and elevation drawings submitted on December 22, 2010, were found to comply with previously unresolved design guideline requirements for building setbacks and facade glazing.' Unfortunately, I did not realize that several changes had been made to the site plan. I was not able to provide timely comments on those changes, as noted below, and I apologize for the delay. East side driveway_ A third driveway access between the central site access corridor and the new fueling station is now depicted on the plans, in addition to the two driveways south of the fueling station. This new driveway crosses through the existing pedestrian corridor, which connects the Stantec 5/9/11 Attention: Deb Barker Page 2 of 3 Reference: File #10-105331-00-UP; Safeway Gas Station and Convenience Store store entry to the South 320th Street right-of-way. This pedestrian corridor was installed in conjunction with the 1996 Safeway remodel project? Currently, the corridor is bisected by the main internal driveway and by an existing driveway access to the parking lot that is currently used by employees. However, with the gas station replacing the employee parking lot, there will be more vehicles crossing through this pedestrian corridor. With the increase in vehicular/pedestrian conflicts, pedestrian safety is adversely impacted. This driveway location can be approved only if adverse impacts to this pedestrian corridor are mitigated. Potential measures include, but are not limited to, creation of a new separate pedestrian access corridor through the Safeway site connecting to South 320th Street; or raising the pedestrian crossing to the height of the sidewalk with a one-way driveway. Refer also to comments from the Traffic Engineer on page 1. Response: The East Curb Cut has been closed off and replaced with Landscaping and the continuation of the pedestrian walkway. 2) Pedestrian path east side of building: In previous comments, the city required that an at -grade pedestrian path connect the kiosk southern entrance to the parking stalls east of the kiosk. This connection is successfully depicted south-east of the kiosk. However, a new pedestrian corridor with steps is also proposed north-east of the kiosk, connecting the pedestrian plaza to the on -site parking stalls. I'd like to clarify that the City is not requiring this particular connection. If it remains, please ensure that the Natural surveillance; Access control, • and Ownership3 principles of Crime Prevention Through Environmental Design (CPTED) are utilized, including a hand rail, signage, and maintenance. Response: The pedestrian path and stairs east of the Kiosk have been removed and replaced with landscaping. See Sheet SL-1.1, A1.1, and C-104. 3) Planter strip south of fueling station: Plans show the planter strip south of the fueling islands narrowed to 3'4". Previously, this landscape island had been six feet in width and planted with type III landscaping consisting of trees, shrubs and ground cover, in conformance with FWRC 19.115.050(7)(b)(ii) "The stacking lane shall be physically separated from the parking lot, sidewalk, and pedestrian areas by Type 111 landscaping and/or architectural element, or combination thereof, provided, such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. " Current landscape plans show the narrow island only planted with shrubs, which on their own will not meet type III landscaping requirements. Please revise the area to meet the code requirement. Response: The South Planter Strip has been widened to 6'-01'. See Sheet A1.3 Stantec 5/9/11 Attention: Deb Barker Page 3 of 3 Reference: File #10-105331-00-UP; Safeway Gas Station and Convenience Store Should you have any further questions or comments, please contact me at 425-298-1066 or john.11acuna@stantec.com. Sincerely, STANTEC ARCHITECTURE INC. John Llacuna, Architect, LEED AP Tel: (425) 298-1000 Fax: (425) 298-1019 john.ilacuna@stantee.com Attachment: C. jpl document4 Deb Barker From: Deb Barker Sent: Tuesday, April 26, 2011 10:03 AM To: 'Llacuna, John' Cc: Sarady Long Subject: Safeway gas diagram from Sarady Long Attachments: safeway gas.pdf John - Attached is the diagram with Sarady Long's recommendations. Regards Deb Barker, Senior Planner Community and Economic Development Department City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 253-835-2642 (p) 253-835-2609 (f) deb.barke cit offederalwa .com a ., M14 ill j p� H 1 1 i 1 W KEYNOTES LLnn]] DIV 2: SITE WORD �y •— --. .^ — ® w`enaeCOON not ai v'A�u nw o. , � unoN LNlD .IIOM - I NI°se ro ea ce: llertwce s..currm I .AKIlM/LW q.! ,° TIlNLWNe Po MATCH RS. ■ O AL /AVINe-!¢LIVIL °RANNi! 1 L, _ __ • .G y,MOECYl6-wr I-N0I cy (D m�.A■IrINs arALLs I \ 0 vAN .Av w ..vm•a.rxa • ra v... aG O 1 •A Meo en..ev Accese a! .Lm w ' O L�:°�.rou° NSA, eAN�n cow•u m. e� f ��-�—�.. 1 'Q°Teear eQeAtiays ■4 GD ■■ a. a aa�aa .� ryL.■r■ - - --� 1 O • — 2 0 ■ III �@ cNLL�°,Yse Q y DIV 3: CONCRETE • ': ---- - �° ; O ,rcawnx,.N.w.e-]CUrYI I'+ . !] Y•V�l9�M lL!•�'J p��1 "/ ■ IS> — — _ _, � 3 �/ © CCLw°INATC�6.MEADW,NLML GV Y.NIN. 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I — — — — `"v �II f p iE1111C ' O IODIV 10'AELECRICA__.,. ,. • III ti�A�:�L��l�jlj 1 iI 1 O LISM,�„•--L LEGEND — ra` ��I,�. ,NIA .,»� .► J I I �► II � 11 � t` - KM K,�r a,,. As.M.L, ^ J I I GIflOCERY � KM L�,! y_,■ JJAPLAN} ® sec L'Lua��a�'Av—A ° eIR p KICION'"'LOLL ilv0::� :Iq _ Ro IMown .eL .oA A°L1,1014L I14 ]ITe .uM �f InN LILM.OL LOLA,I°I, YCLT C-] roe A°DITILNAL IT.CL,cLAL el,! � �+ D D D Sle R5-1 11 /97 DIMENSIONS (MILLIMETERS) A B C D E F G H 750 163 100D 50 125 363 313 47 900 188 125D 63 150 438 375 56 1200 275 150D 75 200 588 500 75 DIMENSIONS (INCHES) A B C D E F G H 30 6 112 4 D 2 5 14 1 /2 12 1 /2 1 7/8 36 71/2 5D 21/2 6 171/2 15 21/4 48 11 6D 3 8 231/2 20 3 COLORS SYMBOL - RED (REFL) LEGEND & BACKGROUND - WHITE (REFL) Rl-5L 2/06 STbP i 0 G R1-5R 1' • HERE FOR A B C D E F Gg60 K L M N P 450 9 16 41 144 125 50C 109 165 193 165 38 750 13 19 69 256 213 75C L75 181 275 325 275 47 900 16 22 81 319 250 100C 219 331 391 331 56 COLORS CITY OF CITY HALL Federal Way 3 th Avenue South t Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. corn March 25, 2011 RESUBMITTED MAY 10 2011 Mr. John Llacuna CITY OF FEDERAL Stantec Inc. �� WAY 10234 1340h Court NE, Suite # 102 CDS Redmond, WA 98052 RE: FILE #10-105331-00-UP; ADDITIONAL INFORMATION REQUESTED Safeway Gas Station and Convenience Store,1207 South 320rh Street, Federal Way Dear Mr. Llacuna: The Planning and Traffic Divisions of the City of Federal Way have had the opportunity to formally review plans submitted on February 16, 2011, for the new Safeway gas station and retail kiosks. ADDITIONAL INFORMATION REQUESTED During the review, staff determined that additional information as discussed below must be provided before the Process III land use decision can be issued. Traffic Division, Sarady Long, 253-835-2743 The Public Works Traffic Division has finished its review of the submitted materials, and provides the following comments: 1) Based on the submitted truck turning diagram, a northbound tanker truck turning right into the northernmost driveway on 11'h Place South seems to encroach onto the opposing traffic lane in the driveway. This could create safety problems during the peak periods due to heavy traffic exiting this driveway. However, given that the truck turning diagram is fairly conservative and the fact that experienced truck drivers may reduce/eliminate this possible encroachment, staff is recommending that fuel delivery be limited to off peak periods. Alternatively, the tanker truck may be re-routed to use the driveway off of South 3200' Street instead of using South 324h Street in the peak hours. 2) Traffic circulation for fueling vehicles should be designed to reduce conflicts with pedestrians, other vehicles, and avoid any potential queuing onto South 320`h Street. Staff recommends that traffic circulation for fueling vehicles be depicted as one-way entering and one-way exiting. Planning Division, Deb Barker, 253-835-2642 Site plan and elevation drawings submitted on December 22, 2010, were found to comply with previously unresolved design guideline requirements for building setbacks and facade glazing.; Unfortunately, I did not realize that several changes had been made to the site plan. I was not able to provide timely comments on those changes, as noted below, and I apologize for the delay. 1) East side driveway: A third driveway access between the central site access corridor and the new fueling station is now depicted on the plans, in addition to the two driveways south of the fueling station. This new driveway crosses through the existing pedestrian corridor, which connects the store entry to the 'These issues remained from the previous expired land use application. Mr. Llacuna March 25, 2011 Page 2 South 320th Street right-of-way. This pedestrian corridor was installed in conjunction with the 1996 Safeway remodel project? Currently, the corridor is bisected by the main internal driveway and by an existing driveway access to the parking lot that is currently used by employees. However, with the gas station replacing the employee parking lot, there will be more vehicles crossing through this pedestrian corridor. With the increase in vehicular/pedestrian conflicts, pedestrian safety is adversely impacted. This driveway location can be approved only if adverse impacts to this pedestrian corridor are mitigated. Potential measures include, but are not limited to, creation of a new separate pedestrian access corridor through the Safeway site connecting to South 320th Street; or raising the pedestrian crossing to the height of the sidewalk with a one-way driveway. Refer also to comments from the Traffic Engineer on page 1. 2) Pedestrian path east side of bu iIditl_: In previous comments, the city required that an at -grade pedestrian path connect the kiosk southern entrance to the parking stalls east of the kiosk. This connection is successfully depicted south-east of the kiosk. However, a new pedestrian corridor with steps is also proposed north-east of the kiosk, connecting the pedestrian plaza to the on -site parking stalls. I'd like to clarify that the City is not requiring this particular connection. If it remains, please ensure that the Natural surveillance; Access control; and Ownership3 principles of Crime Prevention Through Environmental Design (CPTED) are utilized, including a hand rail, signage, and maintenance. 3) Planter strip south of fueling station: Plans show the planter strip south of the fueling islands narrowed to 3'4". Previously, this landscape island had been six feet in width and planted with type III landscaping consisting of trees, shrubs and ground cover, in conformance with FWRC 19.115.050(7)(b)(ii) "The stacking lane shall be physically separated from the parking lot, sidewalk, and pedestrian areas by Type III landscaping and/or architectural element, or combination thereof; provided, such elements reflect the primary building and provide appropriate separation. Painted lanes are not sufficient. " Current landscape plans show the narrow island only planted with shrubs, which on their own will not meet type III landscaping requirements. Please revise the area to meet the code requirement. With this request for additional information, the 120-day maximum review time frame remains suspended with thirty-seven (37)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 four copies of revised plans that address this request, a cover letter, and the green resubmittal form. FOR THE BUILDING PERMIT - When preparing the building permit application please be sure to address the following items:5 1) Benches —Provide details about the proposed benches including tear sheets and colors. 2) Garbage enclosure — Provide elevations and material details for the proposed garbage enclosure. Provide confirmation that the roll out service can be accommodated in this location. '96-103131-00-UP 'Crime Prevention Through Environmental Design (CPTED): FWRC 19.115.010 (2)(c) CPTED principles, design guidelines, and performance standards will be used during project development review to identify and incorporate design features that reduce opportunities for criminal activity to occur. The effectiveness of CPTED is based on the fact that criminals make rational choices about their targets. In general: (i) The greater the risk of being seen, challenged, or caught, the less likely [hey are to commit a crime. (ii) The greater the effort required, the less likely they are to commit a crime. (iii) The lesser the actual or perceived rewards, the less likely they are to commit a crime. AND (d) Through the use of CPTED principles, the built environment can be designed and managed to ensure: (i) There is more chance of being seen, challenged, or caught; (ii) Greater effort is required; (iii) The actual or perceived rewards are less; and (iv) Opportunities for criminal activity are minimized. Eight days used with initial review and 29 days used for current review (Feb. 24 to March 24) totals 37 days. 5 To date, a building permit application has not been submitted. 10-105331 Doc.I D 57246 Mr. Llacuna March 25, 2011 Page 3 3) Building sizes — Please ensure that the size of the retail kiosk and the vending kiosk are consistently depicted on building permits. 4) Windows — Demonstrate how kiosk windows facing 11"' Avenue South and South 320'h Street will not be blocked by vending machines and other items. 5) Landscape plans — The following comments are based on review of the plan page SL-1.1 dated 02-11- 11, prepared by Jay Allen Macgruder: a) Revise the landscape plans to state that ground covers shall be planted and spaced, using a triangular planting arrangement, to result in total coverage of a landscaped area within three years as required under FWRC 19.125.040 (10). This includes ground cover under trees and shrub landscape areas. Four -inch pots of ground cover on 24" centers may be used in place of one -gallon pots. b) Previous landscape plans depicted trees, shrubs, and ground cover in areas that will become future right-of-way. The city noted that this vegetation would be removed with future roadway projects and not replaced, and you were offered the opportunity to revise the landscaping to a lesser standard. Current landscape plans omit all trees and shrubs from these areas, leaving only ground cover. The proposed ground covers along South 320"' Street are not supported as they will not survive pedestrian traffic and lack of irrigation. Please select a denser ground cover material or low shrubs for these areas to maintain an effective plant coverage until the roadway project begins. c) Please add shrubs along the edges of the pedestrian areas to support separation of pedestrian and planted areas. Refer to the red line plans. d) Confirm the quantity of shrubs with the depicted symbols. There were more Arbutus and PJM's drawn than listed in the plant schedule. Also, some of the tree symbols are very similar to each other. This is acceptable as long as the plans clarify which tree is to be planted. e) As noted above, the landscape island south of the fueling islands does not provide type III landscaping required under FWRC. f) As previously noted by the Public Works Department, the landscaping that is shown within the right- of-way is allowed; however, the owner shall be responsible for maintenance of that landscaping. Also, an irrigation system is not allowed within the right-of-way and shall be located on the Safeway property side of the right-of-way. 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. 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: Resubmittal Information Form Red line landscape plan c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Engineer 10-105331 Doc I D 57246 CITY OF �. Federal February 3, 2011 Mr. Duncan Wallace Stantec Inc. 10234 134'4 Court NE, Suite # 102 Redmond, WA 98052 FILE 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 #10-105331-00-UP; ADDITIONAL INFORMATION REQUESTED Safeway Gas Station and Convenience Store, 1207 South 320'h Street, Federal Way Dear Mr. Wallace: The Planning and Traffic Divisions of the City of Federal Way have had the opportunity to formally review plans submitted on December 22, 2010, for the new Safeway gas station and retail kiosk. The formal application was determined to be complete on January 12, 2011, and Public Works Engineering comments' forwarded to you at that time. ADDITIONAL INFORMATION REQUESTED Plans submitted on December 22, 2010, addressed five of the six technical comments from the City's 2009 technical comment letter for the gas station project.' The Public Works Department noted in a January 4, 2011, memo (repeated below) that submitted drawings still did not reflect existing conditions at the site, and that prior to issuance of a land use decision plans must be revised to reflect actual conditions as previously requested. A November 24, 2010, comment/request from Sound Consultants was not considered to be relevant to the issue that existing information must be depicted on submitted plans. Public Works Engineering, Kevin Peterson, 253-835-2734 • The Civil and Landscape plans do not appear to accurately depict existing conditions, particularly along the property's South 3201h Street frontage (evidenced by the width of sidewalk, lack of `bump -outs' along back of walk, indication of a planter strip between sidewalk and edge of roadway, etc.) Prior to Process III approval, these plans shall be revised to depict actual conditions. The topographic survey, prepared by BRH in June of 2007 and part of this submittal package, appears to depict current conditions and would likely serve to provide the necessary `base' layer of existing conditions. This comment was included in the City's January 19, 2011 letter, and is still applicable. Traffic Division, Sarady Long, 253-835-2743 1) The tanker truck turning diagram must be revised so that the truck will not encroach into opposing traffic lanes or mount the curb. As shown on the plan sheet SA1.3, the tanker truck would use the TWLTL and run over the pedestrian island, which is about 50' south of the driveway, to get into the site. It is estimated that the driveway on l Ith Place South may need to be ' Dated January 4, 2011 z The previous expired application for the gas station project was required to address comments from the City's March 30, 20097 letter prior to site plan approval. Mr. Wallace February 3, 2011 Page 2 widened to 40' or more to accommodate the tanker truck. Please revise and submit a Tanker Truck Turning Diagram to verify the adequacy of on -site circulation. The diagram must show how the tanker truck can enter, maneuver, and leave the site without encroaching onto opposing traffic lanes or mounting a curb as well as any driveway widening to accommodate the truck turning path. 2) Please note that the land use decision will have a condition that discloses due to proximity of the driveway to the South 3201h Street and 11`h Place South intersection, left -turns out of the westernmost driveway on South 320 Street may be restricted by the City in the future. Staff will continue to monitor this location for future safety related issues, and the City will take appropriate action if it is determined to be an unsafe access. 3) On February 2, 2011, the applicant was notified in an e-mail that the Public Works Traffic Division had completed the concurrency test for the Safeway Gas Station project. Based on submitted information, all intersections impacted by one or more weekday evening peak hour trips from the development would meet the City of Federal Way (Level of Service) LOS standards with programmed improvements. A Traffic Concurrency Test Summary and a Capacity Reserve Certificate (CRC) that allows the project to proceed with other applicable permit processes were included in the e-mail. Note that the land use approval will reflect that this project is subject to the traffic impact fee, which will be calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. With this request for additional information, the 120-day maximum review time frame remains suspended with eight (8) 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 revised plans that address this request, in addition to the green resubmittal 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. 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_ Resubmittal Information Form Public Works Technical comments dated January 4, 2011 c_ Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Transportation Engineer 10-105331 Doc. 1. D. 56818 R C E 14 U PUBLIC WORKS DEPARTMENT 33325 8`h Avenue South CITY aE DEC 2 2 2010 PO Box 9718 Federal Federal211-835-2607; Fax 253-835-2609 1 ° FEDERAL1�/A�' mW%%1.cilv0ffedera1w ky.com CDs 2010 TRAFFIC CONCURRENCY REVIEW APPLICATION APPLICATION NO(s) f () — 10 ✓ -�-> ` :�) C)O Project Name Safeway Gas Station and Convenience Store Date 1z` 2A� l Property Address/Location 1207 S 320th Street - Federal Way, WA Parcel Number(s) 1500500020 Project Description Demo existing parking and driveways and construct new gas station and convenient store and all associated site development. PROPERTY OWNER Name: Safeway Stores, Inc Phone/Fax: 425.637.2213 Address:1121 124th Street NE City/State/Zip: Bellevue, WA 98005 Email: Cell: Signature: AYYLIC;AIN'1' (it ditterent than Name: Stantec Architecture Inc. Phone/Fax: 206.920.5636 Address: 12034 13 4 TH COURT NE SUITE 102 City/State/Zip: REDMOND, WA 98052 mail: Cell: 206.920.5636 ignature: rS Type of Development permit to be applied for: 3 Commercial ❑ Multifamily (MF) ❑ Subdivision ❑ Short Subdivision ❑ Single Family (SF) ❑ None (Feasibility only) ❑ Other Approval for City to perform Concurrency analysis: ❑ Yes ® No If NO: Applicant's Traffic Engineer must perform Concurrency analysis consistent with City procedure; however, the application fee remains the same. L:\DEPT\PW\TRA\Concurrency\CN Template\Final Template\FW Concurency Application April-2010.doc Required Information — Application is incomplete and will be returned if not filled out. Gross Square Feet (Commercial) Existing Proposed Number of Dwelling Units Existing Proposed 1010 SF Number of Employees Existing Proposed 2 Parcel size (acres or square footage) Existing, Proposed 29,500 SF Has the property previously been reviewed for concurrency? If yes, date of original application Is this an amendment to an existing Concurrency Certificate? Will the project be phased? No Development Build -Out Year 2011 Yes X Concurrency Permit No: Yes N No Note: Commercial subdivisions and other projects constructed in phases shall be evaluated for concurrency as each phase is submitted for applicable development permits. Once the concurrency test result has been determined, any changes to the development project require additional review will be billed on an hourly basis. Estimated Number of New Trip Generated by Project per Pre -application Summary: If the applicant's engineer has prepared a trip generation, please provide the following, If not, staff will calculate the trip generation based on the above information. Existing PM Peak Hour Trips (if applicable) 0 Proposed PM Peak Hour Trips 53 Net New PM Peak Hour Trips 53 CONCURRENCY TEST EXPIRATION (FWRC 19.90) ■ A Concurrency Reserve Certificate (CRC) is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. In this case, a new concurrency application is required. ■ A Concurrency Reserve Certificate is valid only for the specific development approval consistent with the development parameters and City file number within the CRC issued. a A Concurrency Reserve Certificate (CRC) runs with the land, and cannot be transferred to a different parcel. I have read the above information regarding expiration deadlines. I further understand that issuance of a concurrency certificate is not a guarantee that the City will issue a development permit or building permit. SQ # Property Ow'rr#Agent Signature Date SUBMITTAL REQUIREMENTS — STAFF USE ONLY Permit Submittal: The following items are required for all applications: ❑ Completed and signed Concurrency Application ❑ Concurrency Application Fee paid (See Below) Net New PM Peak Hour Trip Less than 10 10 - 50 51 - 500 Greater than 500+ 2010 Application Fee $344.50 $1,584.50 $3,374.50 $5,576.50 L:\DEPT\PW\TRA\Concurrency\CN Template\Final Template\FW Concurency Application April-2010.doc CITY OF �. Federal February 2, 2011 Stantec Architecture Inc. Attn: Mr. Carl Nelson 12034 134 h Court NE, Suite 102 Redmond, WA 98052 CITY HALL �� 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com Re: 10-105333-00-CN; Safeway Gas Station - Concurrency Decision The Public Works Traffic Division has completed the concurrency test for the proposed Safeway Gas Station, consisting of 12 fueling positions and a convenience store. A traffic concurrency test summary is attached for your review. Based on the submitted information, the PW Traffic Division made the following determinations: Approved. All intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet the City of Federal Way LOS standards with programmed improvements. A Capacity Reserve Certificate (CRC) for the project is attached. The CRC certificate allows your project to proceed with other applicable permit processes. The CRC is valid until the development permit expires, is withdrawn or canceled whichever occurs first. The CRC cannot be sold or transferred to property not included in the legal description provided by the applicant in the application for a CRC. If you have any questions or need additional information, please feel free to contact me at (253) 835-2743 or Sarady.Long c�4Ci�yoffcderway.com. Sincerely, Sarady L Senior Transportation Planning Engineer SL:mj Enclosure: Capacity Reserve Certificate Traffic Concurrency Test Summary cc: Project File Day File L:\DEP'1'\PVATRA\Concunency\10105333_Safeway Fuel\Determination Letter 30Dec2010.doc CITY OF PUBLIC WORKS DEPARTMENT �. Federal Way 333 Avenue South Federal Wayay W WA 98063-9718 ��"" 253-835-2700; Fax 253-835-2709 www.cilyoffodcralway.com CAPA CITY RESER VE CERTIFICATE (CRC) This CONCURRENCY DETERMINATION is made this 2"d day of February 2011, by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City"). WHEREAS, the developer intends to develop the property described as Sa ewa • Gas Station reviewed under City file CN Number(s) 10-105333-00-CN (hereinafter called the "development"); and WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and WHEREAS, the City adopted its comprehensive plan in November 1995; and WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90 Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concurrency certificate is issued for the development of .1.2 fudi'ng Positionsgas station with convenience store based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Gas Station and Retail Development size: 12 fueling positions Property address: 1207 South 320ch Street Federal Way, WA Parcel No. (s): 150050 0020 Number of New PM Peak Hour Vehicles Trips Generated: 53 Validity of Concurrency Determination This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. F j A 7 Approved By: '� �� Date: u^ 2. i 2 01 I c' Printed Name: Richard A. Perez, P.E Title: City Traffic En 'neer ;44 $ 5 5 s a s I C L 3-( "�v t7--`) S,61 2-f- ` ) CITY OF Federal Way APPLICATION (NO(S): Project Name Property Address/Location Parcel Number(s) Project Description Public Works Department 33325 8th Avenue South Federal Way WA 98063-9718 253-835-2700; Fax 253-835-2709 www.cityoffederalway.com TRAFFIC CONCURRENCY TEST SUMMARY 10-105333-00-CN Gas Station and Convenience Store 1207 S 320th Street - Federal Way, WA 150050 0020 Date: January 6, 2011 Construct new 12 fueling positions gas station and convenience store Based on the traffic distribution, intersections impacted by at least one or more evening peak hour trips were analyzed for meeting concurrency LOS standards (v/c less than 1.0 with LOS E) consistent with the City of Federal Way Transportation Concurrency Management code as described in FWRC 19.90. Table 1 below shows a summary of the LOS analysis for the study intersections with V/C ratio above 0.60 at the anticipated build -out year. Where a performance measure does not apply to the entire intersection, the table shows the measure for the worst movement of the intersection. For all other study intersections and detailed LOS calculation, please contact the Public Works Traffic Division. Note: A11V chnnies to the developnreiai prnieet that require adttilirrnal review will he hilted art nn hnurh- hash. Table I: Concurrency Level of Service (LOS) Intersectios 2011 Background Condltloas : LOS Standard Met? 2011 Wilb-Project I LOS Conditions !Standard LOS i V/C I Met? ID 1 North -South Street ; East-West Street LOS VIC 25458 Av S S 312 St W B 0.62 I Y B 0.62 Y 2546 l 8 Av S_ S 312 St B 0.67 Y B 0.67 Y 2550 �1 _ Pacific FLwy S :S 312 St C l 0.77 E Y C 0.77 Y .3028 21 Av SW VSW 320 St D 0.74 V 0.74 Y 3040 1 Av S _ ;S 320 St - C 0.81 Y _D C 0.81 Y .3046 3048 8 Av S 11 PI S :S 320 St S 320 St A C 0.65 0.79 Y V _ A C 0.65 0.9 Y Y _ .3050 Pacific Hwn S :S 320 St D 0.68 Y C 0.68 _ Y .3052_ 20 Av S .:S 320 St B 0.69 : Y B 0.69 3055 23 Av S IS 320 St 0.93 Y D _ 0.93 _Y T Y 3056.. :3057 3060 132 Gatewax Blvd S _ 1--5 SB Ramp 1 Av S 5 320 St S 320 St St !,SA _D B �C A 0.61 0.7 f 0.6 Y Y Y B B 0.61 0.7 0.6 Y Y Y .3350 :3640 Pacific tini- 1 A S_ 121 iS 324 St SW 330 St - . C B 0.68 0.74 Y Y C B 0.68 0.74 Y Y .4028 Av SW - ' ,SW Campus Dr C 0.69 Y C 0.69 V 4050 Pacific ft ,S 336 St C 0.74 Y C 0.74 Y 4218 Ho Rd SW ,SW 340 St C_ 0.65 Y C 0.65 1 Y .4848 Pacific H S 5 348 St D 0.85- Y D 0.85 Y 4850 16 Av S SR 18 D 0.89- Y D "T 0.89 Y_ 5050 5246 _ Enchanted Pk S 1 Pacific Hwy S 5 352 St _ S 356 St B E 0.61 0.98 _Y Y B E 0.61 0.98 Y Y 5251 J �w Enchanted PkmZS S 356 St C 0.§L-L _ Y _ y C 0.68 Y All intersections met the City of Federal Way LOS standards: Concurrency Test Result: If "Fail', identify intersections and possible mitigation: For Staff Use Yes Passed: Fall: Concuncncy Test performed by: �(��►� Date Z ZG i L•1DEFrPmTRMCwtacm"110105333_Sa%my FuehConcurreruy Teal Summary 30Dec2010 1/1 TECHNICALMEMORANDUM Project: Federal Way Safeway Fuel Station.#1555 Subject: Trip Generation and Site Access Analysis Date: April 23, 2007 Author: Laura Van Dyke, P.E., P.T.O.E. Michelle M. Brown REC. EI1/ED to fif C. ? �?, 2 1) 10 cITY OP FEDERAL WAY CDS This memorandum summarizes the trip generation and site access analysis for the proposed Safeway fueling facility to be located within the Federal Way Safeway shopping center. The City of Federal Way has recently adopted a new concurrency process. This process includes City staff performing several transportation analysis tasks that were previously performed by transportation engineering consultants. However, for this project, City staff requested trip generation information for the proposed project, analysis of the site access points, and on -site queuing analysis. The City will use the trip generation information to determine if the project meets the City's concurrency requirements and to determine the transportation mitigation fee for the project. This memorandum includes information about the proposed project, project trip generation, background traffic volumes, site access operations, driveway sip t ,44Qc..,, on -site queuing, and mitigation. Project Description Safeway- is proposing to construct a fueling facility within the -:parking lot of its existing store in Federal Way. The site is located on the southeast corner of the S 320`h Street/I I"' Place S intersection. The proposed fuel facility would have six gas pumps, a small kiosk with restrooms, and six parking stalls. Each of the six gas pumps would be able to fuel two vehicles, for a total of 12 fueling positions. The small kiosk would -house one employee to answer questions, receive payments, and monitor station systems. The fueling facility is expected to be operational by the end of 2007. The site plan is shown on Figure 1 (attached). There are four existing site access driveways serving the Safeway shopping center two on S 320th Street and two on l It" Place S. The two driveways nearest the proposed Safeway fuel facility —the westernmost -driveway on S 3201h Street and the northernmost driveway on 11`h Place S—are expected to accommodate the majority of fuel station trips. No new site access driveways are proposed with this project. The City of Federal Way has requested that a pork -chop style median be installed at the westernmost site driveway on S 320th Street to prohibit left -turns out of this driveway onto S 3201h Street. Fuel trucks are expected to enter the site using the westernmost driveway on S 3201h Street and exit the site using the northernmost driveway on 1 It" Place S, as shown on Figure 1 (attached). Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis 2. Trip Generation PM peak hour trip generation for the proposed fuel station was determined using the equations presented in Trip Generation (Institute of Transportation Engineers (ITE), 7th Edition, 2003) for gas stations (Land Use 944). There are two sets of equations presented, one set uses the amount of traffic passing the site as its independent variable and the other set uses the number of fueling positions. The City of Federal Way requested that the average of both of these methods be used to calculate the PM peak hour trip generation for the proposed Safeway fueling facility. Trip Generation does not include information to estimate daily trips for a fueling facility based on traffic volumes passing the site. Therefore, daily trips were estimated based on two articles presented in the ITE Journal. One article, Trip Generation Characteristics at Gasoline Service Stations (Tapan K. Datta and Paul A. Guzek, July 1992), found that daily trips at fueling facilities are approximately 14 times the trips generated by the fueling facility during the PM peak hour. Another article, Transportation Characteristics of Convenience Stores with Gas Pumps (William E. Tipton, Sr. and William E. Tipton, Jr., June 1990), describe trip characteristics at a similar land use (convenience stores with gas pumps) and found that daily trips were approximately 15 times the number of trips generated during the PM peak hour. For this analysis, daily trips generated by the proposed fueling facility were assumed to be 15 times the PM peak hour trip generation for trips passing the site. This is a conservatively high estimate of daily trip generation based on the information in the articles described above. The result from using this method was then averaged with the daily trips calculated using the number of fueling positions as the independent variable. In 2006, about 3,230 vehicles passed the existing Safeway driveways - 2,720 vehicles on S 320"' Street (1,515 westbound, 1,205 eastbound) and 510 vehicles on 11`h Place S (3 10northbound, 200 southbound). These volumes are shown on Figure 2 (attached). Since the proposed fueling facility is expected -to be constructed and operational in 2007,_ future traffic volumes were used to caloulaw-the- trip generation: Approxirnatel;, 3,330 vehicles wound pass'the-Safeway driveways on S 320'h Street and 11 `t' Place S during the PM peak hour in 2007 without the proposed fueling facility. These volumes are shown on Figure 3 (attached). Based on this traffic volume, the proposed fueling facility would generate approximately 2,510 daily trips with 167'trips (83 trips in and 84 trips out) occurring in the PM peak hour. As mentioned, the proposed fueling facility would have 12 fueling positions on the site. Based on ITE rates, the proposed facility would generate 2,020 daily trips with 166 trips (83 trips in and 83 trips out) occurring during the PM peak hour. The average of these two methods results in approximately 2,270 daily trips and 167 trips (84 trips in and 83 trips out) occurring in the PM peak hour. Because the proposed Safeway fueling facility would be located on the same site as the existing shopping center, shared (internal) trips are likely to occur. A shared trip would include a driver that stops at both the shopping center and the Safeway fueling facility during the same trip. If the proposed fueling facility were located on a site separate from the shopping center, a customer who visits both sites would be counted as four driveway trips (one trip in and one trip out of the fueling facility, and one trip in and one trip out of the shopping center). However, when the uses are on the same site, a customer who visits both the fueling facility and the shopping center would only be counted as two trips at the driveway (one trip entering the site and one trip exiting the site.) Thus, shared trips would reduce the number of total trips at the driveways. There are three different types of driveway trips that reflect the traffic impact characteristics of retail developments —pass -by, diverted -linked, and new (primary) trips. Each of these types is described as follows: - - 2 April 23, 2007 .1" Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis ■ Pass -by Trips are already on the roadway network on the way to another destination. For example, a trip to the fueling facility made during a trip home from work would be considered a pass -by trip. ■ Diverted -Linked Trips are attracted from traffic on roadways within the project vicinity but require a diversion to gain access to the site. For example, a driver on SR 99 could divert to S 320`h Street or S 324t` Street to access the proposed fueling facility. This diverted -linked trip would add traffic to the site's adjacent streets and intersections, but would not be a new trip to the overall area. • New (Primary) Trips are single -purpose trips generated by the fueling facility. New trips are generally assumed to begin and end at home, although some new trips could originate at work or other locations. To determine the number of shared trips and the type of trips that occur at gas stations located on shopping center sites, Heffron Transportation, Inc. performed a comprehensive internalization and pass -by trip survey at six Safeway gas stations located in Western Washington. In March 2001, over 700 gas station customers were interviewed to determine their trip type and if their trip was a shared trip. The complete report describing the internalization and pass -by trip survey is attached. The survey data show that an average of 36% of the trips generated by a Safeway gas station are shared (internal) trips that are already on Safeway's site during the PM peak hour and 64% of the trips are new to the site driveways. The survey data also show that approximately 50% of trips new to the driveways are pass -by trips, 36% are diverted -linked trips, and 14% are primary trips. However, City of Federal Way staff requested that a diverted -linked percentage between 5% and 10% be used for this analysis. Therefore, an 8% diverted -link trip percentage was used, which increased the primary trip percentage to 42%. These "percentages Iwere applied-ur the trip estimates for the Federal Way Safeway fuel station. Table 1 summarizes the daily and PM peak hour trip generation for the proposed site. 1�Y,T_t. 3 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis Table 1. Trip Generation Summary — Federal Way Safeway Fueling Facility PM Peak Hour Trips Total Trip Components Percent Trips 2 Daily Trips 3 In Out Total Internal Trips 36% 820 30 30 60 Driveway Trips 64% 1,450 54 53 107 Total Trips 100% 2,270 84 83 167 Driveway Trip Components Percent Trips 2 Daily Trips 3 In Out Total Pass -by Trips 50% 730 27 27 54 Diverted -Linked Trips 8% 120 4 4 8 New (Primary) Trips 42% 6002�'2� ,utS3 Total Driveway Trips 100% 1,450 54 53 107 Source: HeAron Transportation, Inc., 2007. 1. The total number of PM peak hour driveway trips was determined using rates in Trip Generation, Institute of Transportation Engineers, 7th Edition, 2003 for Land Use 944. Per the request of Federal Way Public Works Traffic Department staff, the results using 'PM Peak Hour Traffic on Adjacent Street" and "Number of Vehicle Fueling Positions" as the independent variables were averaged. 2. Trip percentages were obtained from customer surveys performed by Heffron Transportation, Inc. at six Safeway Gas Stations located in Western Washington in March 2001, with the exception of the diverted -linked percentage which was requested by Federal Way Public Works staff. 3. Daily trips were calculated as the average of two methodologies: 1) 15 times the number of PM peak hour trips calculated using " PM peak hour traffic on adjacent street' as the independent variable, and 2) as calculated using "number of vehicle fueling positions" as the independent variable. 4. Background Traffic Volumes The City of Federal Way requires project impacts at site access driveways be evaluated during the weekday PM peak hour. The PM peak hour is the time of day when traffic volumes on vicinity streets are highest; congestion is most noticeable, and when the proposed project is expected to generate the largest number of driveway trips. New PM peak hour turning movement traffic counts were commissioned on Tuesday August 9, 2005 at the site access driveway intersections. Per the direction of Federal Way Public Works Traffic Department staff, an annual growth rate of 2% per year was used to estimate 2006 traffic volumes at the study intersections, which are shown on Figure 2 (attached). Safeway is proposing to have the fueling facility constructed and operating in 2007; therefore, 2007 was selected as the baseline year for analysis. Federal Way Public Works Traffic Department staff requested that traffic associated with other planned development projects in the area (pipeline projects) be included in the future forecast traffic volumes. The traffic information for the pipeline projects was provided by Federal Way Public Works Traffic Department staff. The resulting 2007 without -project PM peak hour traffic volumes, including the 2006 existing traffic volumes increased by 2% per year and traffic from the pipeline projects, are shown on Figure 3 (attached). PM peak hour project trips were added to the 2007-without-project PM peak traffic volumes to estimate 2007 with -project traffic volumes, which are shown on Figure 4 (attached). I Site Access Operations A level of service (LOS) analysis was performed for the shopping center driveways nearest the project site. Level of service is a qualitative measure used to characterize traffic operating conditions. Six letter designations, "A" through "F," are used to define level of service. LOS A is the best and `�'`Y 4 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis represents good traffic operations with little or no delay to motorists. LOS F is the worst and indicates poor traffic operations with long delays. Within the City of Federal Way, LOS E is an acceptable operating condition during the PM peak hour. Level of service for unsignalized intersections is based on the average delay per vehicle for each turning movement. The level of service for a two-way, stop -controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. Delay is related to the availability of gaps in the main street's traffic flow, and the ability of a driver to enter or pass through those gaps. Table 2 shows the level of service criteria for unsignalized intersections from the Highway Capacity Manual. Table 2. Level of Service Criteria for Unsignalized Intersections Average Delay Level of Service A Less than 10.0 B 10.1 to 15.0 C 15.1 to.25.0 D 25.1 to 35.0 E 35.1 to 50.0 F Greater than 50.0 Source: Transportation Research Board, Highway Capacity Manual. 2000. Level of service was determined using procedures in the Highway Capacity Manual and the Synchro analysis package (Version 6). Project level of service analyses were completed for three conditions-2006 existing condition, 2007- without-project condition, and 2007-with-project condition. The results are shown in Table 3. These results reflect# the fuel station impacts only and do not include re-routing trips associated with restricting left turns from the western driveway on S 320th Street. Both site access driveway intersections currently operate at LOS D or better during the PM peak hour, and are projected to continue to operate at LOS D or better in 2007 without and with the project. The City requested that the northbound -to -westbound left -turn movement at the westernmost site driveway on S 320th Street be prohibited. Drivers that are currently turning left at that driveway would likely turn right from the northernmost driveway on 1 Ith Place S and then turn left at the S 320th Street/I Ith Place S intersection. Therefore, this restriction would remove vehicles from the westernmost driveway on S 320th Street and from the east leg of the S 3201h Street/1 lth Place S intersection, and would add vehicles to the northernmost driveway on 1 Ith Place S and the south leg of the S 320th Street/1 lth Place S intersection. This change would improve the level of service for the northbound approach at the westernmost driveway on S 320th Street from LOS C to LOS B. The westbound approach at the northernmost driveway on I Ith Place S would continue to operate at LOS C, and the eastbound approach would operate at LOS E during the PM peak hour with the restriction. It should be noted that the eastbound approach is projected to have five vehicles exiting onto 1 Ph Place S during the PM peak hour. Vpq -` `` 5 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis Table 3. Level of Service Summary - 2006 (Existing) and Future 2007 Conditions Unsiqnalized Intersection 2006(Existing) LOS Delay 2007 Without -Project 3 LOS Delay 2007-With-Project 3 LOS Delay West Driveway on S 320th Street Northbound Approach onto S 320th Street C 23.1 C 24.7 C 20.4 West -to -South Left -turn into site C 15.9 C 16.9 C 17.6 Driveway on 11th Place S Westbound Approach onto 11th Place S C 15.9 C 16.2 C 17.8 Eastbound Approach onto 11th Place S D 26.8 D 27.6 D 33.5 Source: Heffron Transportation, Inc., 2007. 1. Level of service. 2. Average seconds of delay per vehicle. 3. Does not include the north -to -west left -turn restriction at the western site driveway on S 320th Street. 4. Sight Distance Evaluation The City of Federal Way requested that a sight distance evaluation be performed for the existing northern shopping center driveway on S I I'h Place, using the American Association of State Highways and Transportation Officials (AASHTO) standards. These standards are described in A Policy on Geometric Design of Highways and Streets (AASHTO, Fourth Edition, 20.01). S I Ith Place has a posted speed limit of 30 mph; therefore, a design speed of 40 mph was assumed (speed limit plus 10 mph). Stopping sight distance is the recommended distance along a roadway that should be provided for drivers with a 3.5-foot eye height to.perceive a two -foot object and stop before reaching it. For a roadway with a 40-mph design speed, the recommended stopping sight distance is 305 feet. Stopping sight distance on S 11 th Place exceeds 305 feet at the driveway in both the northbound and souhbound directions. Intersection sight distance is the suggested distance for drivers of stopped vehicles to allow a sufficient view of the intersecting roadway in order to decide when to enter a roadway and then to accelerate without being overcome by an oncoming vehicle. For drivers turning left out of the shopping center driveway, the recommended intersection sight distance is 445 feet. However, the distance from the driveway to the S 320th Streetll t`h Place S intersection is about 400 feet. Drivers exiting the site driveway can see drivers turning from the S 320th Street/l lth Place S intersection onto I It" Place S. Therefore, the intersection sight distance is adequate at this location. For drivers turning right from the shopping center driveway, the recommended intersection sight distance is 385 feet. This sight distance is available if the landscaping vegetation is adequately trimmed. Therefore, it is recommended the vegetation along the Safeway frontage on 1 lth Place S be trimmed so adequate sight distance is available at this driveway. This is appropriate with or without the proposed Safeway fueling facility. 4. On -Site Queuing A queuing model was used to determine on -site queues expected during the PM peak hour at the proposed Federal Way Safeway fueling facility. This model assumes a Poisson distribution (a type of bell curve) for vehicles arriving at the station over the hour, and that the service time (time each 6 April23, 2007 Federal Way Safeway Fuel Station #1555 Trip Generation and Site Access Analysis vehicle takes to arrive, fuel, and leave the fueling position) is based on a negative exponential distribution (downward sloping curve). These distribution patterns are typical for transportation system models and are appropriate to estimate operations at a fueling facility. The model's required input includes the average arrival rate, average service rate, and number of servers. The site's average arrival rate is the average number of vehicles that would be served by the fueling facility during the PM peak hour. As shown in Table 1, an average demand of approximately 84 vehicles (30 vehicles internal to the shopping center site and 54 from off site) is expected during the PM peak hour at the proposed fueling facility. The site's service rate is the average number of vehicles that can be served by one fueling position in one hour. To estimate this rate, a survey was performed between 4:00 and 6:00 P.M. on Friday, January 19, 2001 at an existing Safeway fueling facility in Marysville, Washington. This survey determined the average amount of time it takes for vehicles to arrive, fuel, and leave a fueling position during the PM peak hour. The survey results revealed that vehicles average approximately 4.4 minutes at a fueling position. This translates to an average service rate of 13.6 vehicles per hour per fueling position. The site's number of servers corresponds to the number of fueling positions. As mentioned previously, the proposed fueling facility would have 12 fueling positions. These data were input into the queuing model and the results are attached. Based on these input data, the average number of vehicles expected at the fueling facility would be seven (7) vehicles; the peak (95th percentile) number of vehicles would be 11 vehicles at any one time. Since the site would have 12 fueling positions, no adverse on -site queuing impacts are expected at the proposed Federal Way Safeway fueling facility. 5. Mitigation City of Federal Way staff will calculate the transportation mitigation fee for this project using the project's trip generation and the City's transportation model. In addition to the transportation fee, the project would install a pork -chop style median at the western shopping center driveway on S 320th Street to prohibit left -turn movements from the site, and would trim vegetation along Safeway's shopping center frontage on 11"' Place S so adequate sight distance from the northern site driveway would be maintained. No other transportation improvements or fees are. suggested. MMB/lsv Attachments: Figure 1. Site Plan Figure 2. Existing (2006) PM Peak Hour Traffic Volumes Figure 3. Future (2007) Without Project PM Peak Hour Traffic Volumes Figure 4. Future (2007) With -Project PM Peak Hour Traffic Volumes On -site Queuing Worksheet Safeway Gas Station — Internalization and Pass -By Survey Results Federal Way SFF Trip Generation Analysis. doc 7 April23, 2007 1'�R•49ms I Not to Scale SAFEWAY FUEL FEDERAL WAY Figure 1 Site Plan Uxw heff- ro SAFEWAYIeEaraMay2 Wr1000 5 0 J 1 1155 180 5 —1460r;105 S— 70 4 I 90 p 435 15 —► 1205 50 190 20 310 730 30� 1 42810 65 :""' 5 — 920 F— 265 150 680 210 T S 312 ST S 316 ST 1340I — 1615 i 1375 S 320 ST 965 W SITE Q 1060 EXISTING SAFEWAY 1040 SUPERMARKET CO w 95 f-170 �� P!_ACE S S 324 ST 595 . -1110 25 1 � 320 125� —` f 325 o 705 135� 520 275 t100 45 195 } 15115 I 5.01 i �875 F-120 200 51 ! L r 0 55 0 35 1225 �j f 5 1 + p —► r► t 60 S2 10� 10 p � 310 ¢a 1 5 Not to scale Figure 2 SAFEWAY FUEL heffron FEDERAL WAY Existing (loos) • PM Peak Hour Traffic Volumes SAFMAYfeE--y2 W,7 806 0 5 1 L 1200 160 i 5 .-1500 � 75 t 95 0 440 r1560 i-105 12455 90 20 315 825 30� 1 L 43830 BD � 28940 ��— 320 I 200 765 220 S 312 ST S 316 ST 1445 —1660 �1 1480 S 320 ST 995 — w SITE a 1225 ` EXISTING l SAFEWAY 1190 SUPERMARKET U w 2 PLACE 5 5 324 ST ~1135 �� 235 325 .�1 130 r' 715 --. 330 150-1 535 295 125 L 11D 45 195 r 15 L f 1920 L205 251 0�5� 0 55 0 35 1255 ~ t f5 5 # I r0 10 10 p 0 -4 320 all 1 Not to scale Figure 3 SAFEWAY FUEL FEDERAL WAY Future (2007) Without -Project PM Peak Hour Traffic Volumes SAFEWAYI.-a .y2.0606 5 0� .� 5 + 1189 --� 205 � �5 — 1448 75 r► 95 485 1548 126 1234 — -20 F' 50-i 112 315 S23 31� ; 437� 832 — 82 t-285 942 320 f 76300 225 T N S 312 ST S 316 ST 1450 ` 1485 T — 1671 S 320 ST 1001— SITE w 1225 EXISTING SAFE WAY 1188 SUPERMARKET w 203 t177 �� PLRCE $ S 324 ST 1 1141 �1 235 328 1372�_ t f333 150 295535 126 _111 71 t 243 } 55,1 -1931 26 204 L 0 58 a i 35 1267 �j t 6 I 5 0 t r► 65 `y 1- 0 1 10 0 317 a 5 Not to scale Figure 4 SAFEWAY FUEL eff rori FEDERAL WAY Future (2007) With -Project PM Peak Hour Traffic Volumes SAFEWAYIeCarelway3 ctl11 B 88 M/M/s Queuing Model for Federal Way Safeway Fueling Facility 0.18 0.16 0.14 0.12 ca 0.1 ca 2 0.08 o_ 0.06 0.04 0.02 0 Data � 84 (average arrival rate) µ - 13.6 (average service rate) s = 12 (# servers) 0 2 4 6 8 10 12 14 16 18 20 22 24 Number of Customers at the fueling facility where: L = average number of vehicles at the fueling facility at any one time Lq=average number of vehicles in queue W = average wait time at the fueling facility (hours) Wq = ave. wait time in queue (hours) p = fueling facility utilization Po = probability of 0 vehicles at the fueling facility P1 = probability of 1 vehicle at the fueling facility, etc. 7 =Average number of vehicles at the fueling facility at any one time 11 =Peak (95th-percentile) number of vehicles at the fueling facility at any one time Results L = 6.18844245 Lq = 0.02844245 W = 0.073671934 Wq = 0.000338601 p = 0.5133 Po = 0.002105713 P1 = 0.012971194 P2 = 0.039951277 P3 = 0.082033288 P4 = 0.126331263 P5 = 0.155640116 P6 = 0.159790519 P7 = 0.140615657 P8 = 0.108274056 P9 = 0.074107576 P10 = 0.045650267 P11 = 0.025564149 P12 = 0.01312293 P13 = 0.006736437 P14 = 0.003458038 P15 = 0.001775126 P16 = 0.000911231 P17 = 0.000467765 P18 = 0.00024012 P19 = 0.000123261 P20 = 6.32742E-05 P21 = 3.24807E-05 P22 = 1.66735E-05 P23 = 8.55904E-06 P24 = 4.39364E-06 P25 = 2.2554E-06 11 /20/2006 PRrans=pD_rta-t 0 "inc. MEMORANDUM Date: April 18, 2001 To: Laura Delaney, Safeway, Inc. From: Laura Van Dyke, P.E. �� / Marni Heffron, P.E., P.T.O.E Subject: Safeway Gas Station — Internalization and Pass -By Survey Results Safeway, Inc. is in the process of adding gas stations to many of its existing Safeway supermarket sites. The gas stations are typically located in the supermarket parking lot. During the process of preparing traffic impact analyses for the proposed gas stations, it was determined that limited data are available describing trip -making dynamics for multi -use developments. Good national data are presented in Chapter 7 of the Trip Generation Handbook — An ITE Proposed Recommended Practice (Institute of Transportation Engineers (ITE), October 1998), which describes internal capture rates for office, residential, and retail uses. However, no specific inter- nal capture data were available for supermarkets and gas stations located on the same site. Therefore, a compre- hensive survey was undertaken to determine the percentage of gas station trips that occur internal to a supermar- ket/shopping center site. In addition, data were collected to determine the percentage of primary, diverted - linked, and pass -by trips generated by a Safeway gas station. Methodology Six existing Safeway gas station sites were selected representing a range of area types (suburban versus rural), on -site development (shopping center versus supermarket), number of pumps, and length of time the station had been in operation. Table 1 summarizes the characteristics for each Safeway gas station. Table 1. Station Characteristics Location Area Type On -Site Development No. of Fuelinq Positions Opening Date Marysville Suburban Large Shopping Center 8 fueling positions December 2000 Cle Elum Rural Small Shopping Center 10 fueling positions November 2000 Lacey Suburban Large Shopping Center 10 fueling positions January 2001 Aberdeen Suburban Supermarket 10 fueling positions September 2000 Renton Suburban Supermarket 8 fueling positions January 2001 Yelm Rural Small Shopping Center 14 fueling positions November 2000 6544 NE 61st Street, Seattle, WA 98115 Phone: (206) 523-3939 Fax: (206) 523-4949 Safeway Gas Station — Internalization and Pass -by Survey Results April 18, 2001 Page 2 of 4 T1�777_7_5 ortatian inc. Safeway gas station patrons were interviewed at the six sites and were asked a series of up to six questions, pre- sented in Table 2. Patrons' responses to the series of questions reveal whether or not they shopped at another store on the site during the same trip, and whether their trip should be considered a primary trip, a diverted - linked trip, or a pass -by trip. Primary trips are defined as trips generated by a development where the develop- ment is the primary destination. Diverted -linked trips are trips in which the development is one of several trip destinations. Pass -by trips are trips that are attracted to the site from traffic already passing by on one of the adjacent streets without altering their route. Table 2. Interview Questions Question Number Question Text Instructions to Interviewer 1 Did you shop at Safeway immediately prior to coming to the gas If Yes, skip to Q3. station? 2 Do you intend to shop at Safeway immediately after getting gas? 3 Where did your trip begin immediately prior to arriving at this Home, Work, Other Retail, Other site? 4 Will you go directly back to your origin from here? If Yes, end of survey 5 Would you have driven by this site if you had not stopped here If Yes, end of survey now? 6 How many miles out of your way did you travel to get here? The interviews were conducted on weekdays in mid -March 2001 between 4:00 p.m. and 6:00 p.m. A two -per- son team was present at each site during the interview period and attempted to survey all gas station patrons arriving during the two-hour timeframe. As shown in Table 3, an average of 93% of all vehicle drivers arriving at the subject sites was interviewed. The "missed drivers" represent drivers that were unwilling or unable (non- English speaking or hearing impaired) to participate in the survey. A total of 735 oral interviews were con- ducted at the six sites, with an average of 123 interviews completed per location. Table 3. Interviews Conducted at Safeway Gas Stations Location Interviewed Drivers Missed Drivers(during Total DriversNehicles 2-hr period Percentage Interviewed Marysville 100 8 108 93% Cie Elum 88 3 91 97% Lacey 85 3 88 97% Aberdeen 161 10 171 94% Renton 155 22 177 88% Yelm 146 6 152 96% Avera a 123 9 I 131 93% 'Safeway Gas Station — `7.....�, Y, Internalization and Pass -by Survey Results -- — April 18, 2001 • Page 3 of 4 Survey Results The first two questions in the interview address whether or not a driver paired a stop at the gas station with a stop at the Safeway supermarket (or another retail use) on the site. Drivers who stopped at the supermarket (or another use on the site) before or after their stop at the Safeway gas station were considered to have made an internal trip. By definition, internal trips occur internal to the site and do not increase the number of trips that utilize the site's driveways. Trips that did not occur internal to the site were classified as "driveway trips" that would utilize the site's driveways. Table 4 presents the percentage of internal and driveway trips at each site. Internal trips as a percentage of all trips ranged from 32% in Renton to 40% in Marysville. On average, 36% of all trips occurred internal to the site. Table 4. Internal and Driveway Trips as a Percentage of All Trips by Site Location Internal Trips Driveway Trips Marysville 40% 60% Cle Elum 38% 62% Lacey 35% 65% .Aberdeen 33% 67% Renton 32% 68% Yelm 36% 64% Average 36% 64% The responses to survey questions four through six provided insight into the type of driveway trip that was made. If a respondent indicated that they would return directly to their point of origin after leaving the Safeway gas station, the trip was classified as a primary trip. The survey participants who did not return directly to their point of origin were considered to have made a pass -by or diverted -linked trip. Those who would have passed by the site even if they had not stopped at the gas station were classified as a pass -by trip. Those who stated that they would not have driven by the site had they not planned to stop, but rather went out of their- way to reach the site, were considered to have made a diverted -linked trip. Table 5 presents data on the relative number of primary, diverted -linked, and pass -by driveway trips at each of the six Safeway gas station sites. Pass -by trips comprised the largest portion of driveway trips generated by all of the surveyed sites. Pass -by trips ranged from 46% of driveway trips in Marysville to 54% in Renton, with an average of 50% for all of the sites. Primary trips constituted the smallest portion of trips generated, ranging from 8% of driveway trips in Renton to 19% in Yelm, with an overall average of 14%. Safeway Gas Station — Internalization and Pass -by Survey Results April 18, 2001 • Page 4 of 4 Table 5. Primary, Diverted -Linked, and Pass -By Driveway Trips By Site Location Primary Diverted -Linked Pass-bv Marysville 12% 42% 46% Cle Elum 14% 33% 53% Lacey 13% 40% 47% Aberdeen 16% 36% 48% Renton 8% 38% 54% Yelm 19% 29% 52% Avera a 14% 36% 50% LSV/lsv Internalization and Pass -By Survey Results CITY OF �. Federal February 2, 2011 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 V►Yl Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffeder-aiv,,ay.com Stantec Architecture Inc. Attn: Mr. Carl Nelson 12034 130 Court NE, Suite 102 Redmond, WA 98052 Re: 10-105333-00-CN; Safeway Gas Station - Concurrency Decision The Public Works Traffic Division has completed the concurrency test for the proposed Safeway Gas Station, consisting of 12 fueling positions and a convenience store. A traffic concurrency test summary is attached for your review. Based on the submitted information, the PW Traffic Division made the following determinations: kU Approved. All intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet the City of Federal Way LOS standards with programmed improvements. A Capacity Reserve Certificate (CRC) for the project is attached. The CRC certificate allows your project to proceed with other applicable permit processes. The CRC is valid until the development permit expires, is withdrawn or canceled whichever occurs first. The CRC cannot be sold or transferred to property not included in the legal description provided by the applicant in the application for a CRC. If you have any questions or need additional information, please feel free to contact me at (253) 835-2743 or Sarady.Long@Cikyoffcderway.com. Sincerely, Sarady L Senior Transportation Planning Engineer SL:mj Enclosure: Capacity Reserve Certificate Traffic Concurrency Test Summary cc: Project File Day File L:\DEPIVW\TRA\Concurrency\10105333_Safeway Fuel\Determination Letter 30Dec2010.doc CITY OF PUBLIC WORKS DEPARTMENT Federal Way 3332y W Avenue South Federal Way WA 98063-9718 253-835-2700;Fax 253-835-2709 mvw.cit affcderalwa .com C"A CITY RESER VE CERTIFICATE (CRC) This CONCURRENCY DETERMINATION is made this 2"d day of February 2011, by the City of Federal Way (COFW), a political subdivision of the State of Washington (hereinafter called the "City'). WHEREAS, the developer intends to develop the property described as Safeway Gas Station reviewed under City file CN Numbel(s)10-105333-00-CN (hereinafter called the "development"); and WHEREAS, RCW 36.70A requires that the City adopt and enforce ordinances which prohibit development approval if the development causes the level of service on a transportation facility to decline below the standards adopted in the comprehensive plan, unless transportation improvements or strategies to accommodate the impacts of the development are made concurrent with the development; and WHEREAS, the City adopted its comprehensive plan in November 1995; and WHEREAS, Chapter 19 of the COFW Revised Code was amended by the creation of Chapter 19.90 Division III on June 10, 2006 by Ordinance 06-525 effective January 1, 2007; and NOW, THEREFORE, a concunency certificate is issued for the development of 12 fueling- positions gas station with convenience store based on the facts and conditions set forth herein. Development Parameters This CONCURRENCY DETERMINATION is based on the following development: Development type: Gas Station and Retail Development size: 12 fueling positions Property address: 1207 South 3201h Street Federal Way, WA Parcel No. (s): 150050 0020 Number of New PM Peak Hour Vehicles Trips Generated: 53 Validity of Concurrency Determination This CAPACITY RESERVE CERTIFICATE is valid only for the specific development approval consistent with the development parameters and the City file number contained within this certificate. If the development is changed, expired, cancelled or withdrawn, it will be subjected to reevaluation for concurrency purposes. Terms of the Capacity Reserve Certificate This CAPACITY RESERVE CERTIFICATE is valid until the underlying development permit expires, is withdrawn or cancelled, whichever occurs first. ..�1' Approved By: 141 �...� i — Date: OLL c: Printed Name: Richard A. Pere7, RE Title: Ciiv Traffic Engineer CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Project Name: Safeway Gas Station and Convenience Store Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,064 square -foot canopy, a 1,010 square -foot retail building, a 464 square -foot vending kiosk, six parking stalls, and site improvements in the northwest corner of the existing Safeway store parking lot. The application requires Process III Project Approval; a previous environmental determination is retained. Applicant:Carl Nelson, Stantec, Inc., 10234 134th Court NE, Suite 1-2, Redmond, WA 98052 Project Location:1207 South 320th Street, Federal Way, WA Date Application Received: December22, 2010 Date Determined Complete:January 12, 2011 Date of Notice of Application: January 22, 2011 Permits Required by this Application: Process III Project Approval (File #10-105331- 00-UP) . Related Permits:Concurrency (File #10- 105333-00-CN) Relevant Environmental Documents are Available at the Address Below:X YES NO Deveopment Regulations to be Used for Project Mitigation, Known at this Time: Federal Way Revised Code (FWRC) Zoning Titlel9 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC; King Coun Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community and Economic Development, 33325 8th Avenue South, Federal Way, WA 98003. Any person may submit written comments on the land use application to the Director of Community and Economic Development by February 7, 2011. Only persons who submit written documents to the Director of Community and Economic Development, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner 33325 8th Avenue South Federal Way, WA 98003 Telephone: 253-835-2642 FWM1737 Published: January 22, 2011. 'FEDERAL WAY A SOUND PUBLISHING NEMPAHR 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 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive weeks), commencing on the 22nd day of January 2011 , and ending on the 22nd day of January 2011 both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 117.52, 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 9th day of February 2011. Notary Public in and for the State of Washington, Residing at Federal Way %� %,0 U i S� ��i� �v DEC =*� fe s 2013 �j fyQ■J',■ �P WASH�L 1414 S. 3241h STREET, SUITE B210, FENRAL WAY, WA 98003 n 253-925-5565 * F A X: 253-925-5750 MM ■_1 mom i �■■■Mosol �■ ■ IME NONE f ■ ■ Li �E� I■■■■■■■ ■■■�f Jam■ �■■�■■■ � o � o o � i 1 i 1 � PRWPFT AO ACCESS q. C. "SAFE I M E NOTE CDC DINME SUE LAYOUT -11 EXISTING SURVEY SNOWING BENCHMARK CONTROL PCINTs FEE CA -I FOR NAL DIMENSIONS GOk CANOPY. SCABIAU AND KIOSK k FA Safeway Fuel Photos #7 2/2 CITY of CITY HALL 33325 8th Avenue South �. Federal Way Federal Way, WA 9806341110. (253) 835-7000 www. cityoffederalway. com January 19, 2011 RESUBMITTED FEB 16 2011 Mr. Carl Nelson CIT( OF FEDERAL WAY Stantec Inc. CDS 10234 1341h Court NE, Suite #102 Redmond, WA 98052 RE: FILE #10-105331-00-UP; COMPLETE APPLICATION/ADDITIONAL INFORMATION REQUESTED Safeway Gas Station and Convenience Store, 120-7 S:;uth 1214'1Sotrect, Federal Way Dear Mr. Nelson: On December 22, 2010, the City of Federal Way's Department of Community and Economic Development received your Process III Land Use application to construct a fueling facility and retail kiosk at the northwest corner of the existing Safeway property at the above -referenced address. The site is zoned City Center.Frame (CC-F). 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 Revised Code (FWRC) 19.15.045 has been submitted. NOTICE OF COMPLETE APPLICATION Please consider this letter as a Letter of Complete Application. Pursuant to the FWRC, the application is deemed complete as of January 12, 2011, based on a review of your submittal relative to those requirements as set out in the Developmem Requirements checklist. A 120-day time line for reviewing the Process III application 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 FWRC, a Notice of Application will be published in the Federal Wuv Mirror within 14 days and other public notice will be given based on City procedures. The Department of Community and Economic Development 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 by several members of the development review team during completeness review. With this request for additional information, the 120-day maximum review time frame is suspended with 8 of the 120 days used, and it will be restarted within 14 days of the date of your complete response to this request. r r � Mr. Nelson January 19, 2011 Page 2 Public Works Engineering, Kevin Peterson, 253-835-2734 1) The Civil and Landscape plans do not appear to accurately depict existing conditions, particularly along the property's South 320t' Street frontage (evidenced by the width of sidewalk, lack of `bump -outs' along back of walk, indication of a planter strip between sidewalk and edge of roadway, etc.) Prior to Process III approval, these plans shall be revised to depict actual conditions. The topographic survey, prepared by BRH in June of 2007 and part of this submittal package, appears to depict current conditions and would likely serve to provide the necessary `base' layer of existing conditions. 2) The landscaping that is shown within the right-of-way is allowed; however, the owner shall be responsible for maintenance of that landscaping. This shall be addressed during building permit review. 3) The irrigation system is not allowed within the right-of-way, specifically that section of irrigation '^.etween the west pedestrian plaza and the northwest pedestrian plaza. Prior to building permit approval, the irrigation system shall be located on the Safeway property side of the right-of-way. NOTE: Please be advised that additional technical comments from the City's planning division and traffic department will be available in approximately 30 days of the date of this letter. With this request for additional information, the 120-day maximum review time frame is suspended with eight (8) 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. 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. 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, k�j &JO_t_� Deb Barker Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Engineer Duncan Wallace, Stantec, Inc., 10234 130 Court NE, Suite 4102, Redmond, WA 98052 enc: Resubmittal Form 10-105331 Doc. LD. 56737 201011222000600,00,1 'PA201 22200-0600 7f �/22,A OF:1g24 KINI GOCINT'i , 6M 447'4 Rhxtded IRLI.is 1 T* O W Frib.bmbi.lb%zd&snzp'=.LLP E2471796 iuZ56 Ccestobiioa F�ne,kti7ed, ��' Flwc 12/22/L4: $ W i8 (LING CDUNTY, A f�Awi ;nICafirrymim�0(O-019 YIXK j2J:,Aw.60 SALE pr"—fib] OF "I STATUTORY WADY DEED 4),&5#M/" AP THE R-kNTOR,1560 INVESTORS, LLC, a Washington limited liability company, frr and in wn!Weratio® of transfer otownetsbip to MCIP IX S1UNSET SQUAkE. LI..C. a Delaware limitcd liability company V'Gtee ), in hand paid, con" mud w.anwts la Grantee, the. following descTibed real estate, situAted in the County of Kim& State of %Vwbitigtoft. LOTS 2, 3 AND 4 OF CENTURY, ACCORDING TO THIS PLAT TRIERR F REC ORDF-D IN VOLUME 104 OF PLATS; PAGE(S) 6# THROUGH 72 INCLUSIVE, RECORDS OF KINO COUiw17"1 ; WASHINGTON. Abbreyiatcd Legal Description Lots: 2,, 3 an4 4 of Owury Tax Acwcnt Numbe - I50050-0020-08; I5n0,50- %� f040- 4 (.%viatuyes on Following Page) ."M "N't Form WA-5 (6/76) Commitment Affects Lot 2 File No.: NCS-456421-L.A2 Page No. 8 29. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Century Plat recorded in Volume 104 of Plats, Pages 68 thru 72, inclusive, in King County, Washington. 30. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: 1560 Investors, LLC, a Washington Limited Liability Company Grantee/Beneflclary: Thrivent Financial for Lutherans, a Wisconsin Corporation Trustee: Chicago Title Insurance Company Amount: $7,000,000.00 Recorded: November 7, 2003 Recording Information: 20031107000793 31. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: Investors, LLC Assignee: Thrivent Financial for Lutherans, a Wisconsin Corporation Recorded: November 7, 2003 Recording Information: 20031107000794 32. Lease made by 1560 Investors, LLC, a Washington Limited Liability Company, lessor, to Safeway Inc., a Delaware corporation, lessee, for a term of 17 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated August 1, 2000, and recorded August 9, 2006 as document no. 20060809001359. (Affects Lot 2) 33. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: 1560 Investors, LLC, a Washington Limited Liability Company Grantee/Beneficiary: Thrivent Financial for Lutherans, a Wisconsin Corporation Trustee: Chicago Title Insurance Company Amount: $2,000,000.00 Recorded: August 17, 2006 Recording Information: 20060817000762 Document(s) declaring modifications thereof recorded August 22, 2006 as 20060822002331 (a rerecord of 20060817000764) of Official Records. 34. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: 1560 Investors, LLC, a Washington Limited Liability Company Assignee: Thrivent Financial for Lutherans, a Wisconsin Corporation Recorded: August 17, 2006 Recording Information: 20060817000763 35. Title to vest in an incoming owner whose name is not disclosed. Such name must be furnished to us so that a name search may be made. First American Tide Insurance Company �jD-1c5331 Form WA-5 (6/76) Commitment Face Page File No,: NCS-456421-LA2 COMMITMENT FOR TITLE INSURANCE Issued by FIRST AMERICAN TITLE INSURANCE COMPANY RECEIVED JAN062011 CITY OF FEDERAL WAY CDS 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 ,ILE 4'r" � w bi�6r+•, By: President SE7iEMlFR�4 ; y JIS1 o Attest: Secretary By: Countersigned FirstAmerican Title Insurance Company Form WA-5 (6/76) Commitment gS [ h }s R R lei ''t• LS- First American Title Insurance Company National Commercial Services 777 South Figueroa Street, Suite 400, Los Angeles, CA 90017 (213)271-1700 - FAX Bobbie Purdy (866)830-9622x1742 bpurdy@firstam.com Valerie Curry Wendy Hagen To: Case Knowlson & Jordan 2029 Century Park East, Suite 2500, Los Angeles, CA 90067 Attn: Richard Kaiser 1. 2. 3. 4. SCHEDULE A Commitment Date: September 21, 2010 at 7:30 A.M. Policy or Policies to be issued: Short Term Rate File No.: NCS-456421-LA2 Page No. 1 Nko Justin (213)271-1704 njustin@firstam.com Silvia Alspuro saispuro@firstam.com File No.: NCS-456421-LA2 Your Ref No.: Sunset Square AMOUNT PREMIUM TAX Standard Owner's Coverage $ 13,000,000.00 $ 10,150.00 $ 964.25 Proposed Insured: To follow 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: 1560 Investors, 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: File No.: NCS-456421-LA2 Page No. 2 LOTS 2, 3, AND 4 CENTURY ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 104 OF PLATS, PAGE(S) 68 TO 72 INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. FirstAmerican Title Insurance Company Form WA-5 (6176) Commitment SCHEDULE B - SECTION I REOUIREMENTS The following are the Requirements to be complied with: File No.: NCS-456421-LA2 Page No. 3 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, frst 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 Tide In5urance Company Form WA-5 (6/76) File No.: NCS-456421-LA2 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: 1202 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 2010. Tax Account No.: 150050-0020-08 Amount Billed: $ 129,146.35 Amount Paid: $ 64,573.18 Amount Due: $ 64,573.17 Assessed Land Value: $ 4,464,300.00 Assessed Improvement Value: $ 5,285,700.00 (Affects Lot No. 2) 3. General Taxes for the year 2010, Tax Account No.: 150050-0030-06 Amount Billed: $ 48,231.04 Amount Paid: $ 24,115.52 Amount Due: $ 24,115.52 Assessed Land Value: $ 1,253,900.00 Assessed Improvement Value: $ 2,458,100.00 (Affects Lot No. 3) 4. General Taxes for the year 2010. Tax Account No.: 150050-0040-04 Amount Billed: $ 9,517.51 Amount Paid: $ 4,758.76 Amount Due: $ 4,758.75 Assessed Land Value: $ 405,700.00 Assessed Improvement Value: $ 319,300.00 (Affects Lot No. 4) S. Right to make necessary slopes for cuts or fills upon said premises for South 320th Street as granted by deed recorded June 23, 1959 and May 13, 1964 under recording nos. 5047677 and 5735315. First American Title Insurance Company Form WA-5 (6/76) File No.: NC5-456421-LA2 Commitment Page No. 5 6. The terms and provisions contained in the document entitled "Easement Agreement" recorded September 25, 1974 as Instrument No. 7409250454 of Official Records. Executed by and between C.D. Weyerhaeuser and Annette Weyerhaeuser and Water District No. 124. Affects Lots 2 and 3 Covenants, conditions, restrictions and/or easements: Recorded: September 14, 1976 Recording No.: 7609140721 Affects Lots 2 and 3 8. Covenants, conditions, restrictions and/or easements: Recorded: September 14, 1976 Recording No.: 7609140722 Document(s) declaring modifications thereof recorded June 6, 1995 as Instrument No. 9506060541 of Official Records. 9. Covenants, conditions, restrictions and/or easements: Recorded: December 30, 1976 Recording No.: 7612300801 Document(s) declaring modifications thereof recorded June 6, 1995 as Instrument No. 9506060542 of Official Records. 10. Easement, including terms and provisions contained therein: Recording Information: February 9, 1977, Recording Nos. 7702090511 and 7702090512 In Favor of: Puget Sound Power and Light Company For: Electric transmission and/or distribution system Affects: The location of said easement within Lots 2 & 3 cannot be determined from record document. 11. The terms and provisions contained in the document entitled "Non -Building Agreement" recorded June 6, 1977 as Instrument No. 7706060115 of Official Records. Executed by and between The Rainier Fund and 1560 Investors, Ltd. Affects Lots 2 and 3 12. The terms and provisions contained in the document entitled "Declaration of Party Wail" recorded July 7, 1977 as Instrument No. 7707070778 of Official Records. Executed by and between 1560 Investors a Washington limited partnership. Affects Lots 2 and 3 FirstAmerican Title Insurance Company Form WA-5 (6/76) Commitment File No.: NCS-456421-LA2 Page No. 6 13. Easement, including terms and provisions contained therein: Recording Information: October 31, 1977, Recording No. 7710310855 In Favor of: Puget Sound Power and Light Company, a Washington corporation For: Construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system Affects: The North 104 feet of the East 10 feet of Lot 4 14. The terms and provisions contained in the document entitled "Agreement" recorded October 6, 1978 as Instrument No. 7810060767 of Official Records. Executed by and between Water District No. 124 and The Rainier Fund, Affects Lot 4 15. The terms and provisions contained in the document entitled "Pretreatment Agreement" recorded July 9, 1992 as Instrument No. 9207091263 of Official Records. Executed by and between Federal Way Water and Sewer and K-Mart Corporation. 16. Lease made by 1560 Investors Limited Partnership, a Washington limited partnership, lessor, to BC Northwest, L.P., a Delaware limited partnership, lessee, for a term of Undisclosed, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated Undisclosed, and recorded January 24, 1995 as document no. 9501241358. Affects Lot 4 17. The terms and provisions contained in the document entitled "Pretreatment Agreement" recorded April 12, 1995 as Instrument No. 9504120184 of Official Records. Executed by and between Lakehaven Utility District and 1560 Investors and Boston Chicken Northwest, L.P. Affects Lot 4 18. The terms and provisions contained in the document entitled "License" recorded April 21, 1995 as Instrument No. 9504210725 of Official Records. Executed by and between BC Northwest, LP. Affects Lot 4 19. Covenants, conditions, restrictions and/or easements: Recorded: June 21,1995 Recording No.: 9506210960 Affects Lots 2 and 3 20. The terms and provisions contained in the document entitled "Grade Release Agreement" recorded July 10, 1995 as Instrument No. 9507100307 of Official Records. Executed by and between B.C. Northwest, L.P. First American Title Insurance Company Form WA-5 (6/76) Commitment Affects Lot 4 File No.: NCS-456421-LA2 Page No. 7 21. The terms and provisions contained in the document entitled "Private Pump Station Agreement" recorded August 7, 1995 as Instrument No. 9508070824 of Official Records. Executed by and between Lakehaven Utility District and 1560 Investors. Affects Lot 4 22. A lease dated January 3, 1997, executed by 1560 Investors Limited Partnership, a Washington limited partnership as lessor and Safeway, Inc., a Delaware corporation as lessee, for a term of Undisclosed recorded May 21, 1997 as Instrument No. 9705211266 of Official Records. 23. The terms and provisions contained in the document entitled "Agreement" recorded July 24, 1997 as Instrument No. 9707241176 of Official Records. Executed by and between Lakehaven Utility District and 1560 Investors, LP. Affects Lot 2 24. Easement, including terms and provisions contained therein: Recording Information: February 19, 1999, Recording No. 9902191064 In Favor of: Lakehaven Utility District For: Water facilities Affects: As described therein Lots 2 and 3 25. Lease made by 1560 Investors, LLC, a Washington Limited Liability Company, lessor, to Star Brands Northwest, LLC, a Washington limited liability company, lessee, for a term of 6 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated February 5, 1999, and recorded March 11, 1999 as document no. 9903112480, Said lease, among other things provides for an option to renew for a period of Four additional five year terms. 26. Easement, including terms and provisions contained therein: Recording Information: October 12, 2000, Recording No. 20001012001363 In Favor of: Puget Sound Energy, Inc For: Grantee shall have the right to construct, operate, maintain, repair, replace, improve, remove, enlarge, and use the easement area for one or more utility systems for purposes of transmission, distribution and sale of electricity Affects: The North 20 feet of the West 25 feet of Lot 4 27. The terms and provisions contained in the document entitled "License" recorded June 26, 2001 as Instrument No. 20010626001974 of Official Records. Executed by and between 1560 Investors Ltd. Affects Lot 2 28. The terms and provisions contained in the document entitled "Low Pressure Water Service Agreement" recorded December 3, 2001 as Instrument No. 20011203000502 of Official Records. Executed by and between 1560 Investors LLC and Lakehaven Utility District. First American Title Insurance Company Form WA-5 (6/76) Commitment Affects Lot 2 File No.: NC5-456421-LA2 Page No. 8 29. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Century Plat recorded in Volume 104 of Plats, Pages 68 thru 72, inclusive, in King County, Washington. 30. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: 1560 Investors, LLC, a Washington Limited Liability Company Grantee/Beneficiary: Thrivent Financial for Lutherans, a Wisconsin Corporation Trustee: Chicago Title Insurance Company Amount: $7,000,000.00 Recorded: November 7, 2003 Recording Information: 20031107000793 31. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: Investors, LLC Assignee: Thrivent Financial for Lutherans, a Wisconsin Corporation Recorded: November 7, 2003 Recording Information: 20031107000794 32. Lease made by 1560 Investors, LLC, a Washington Limited Liability Company, lessor, to Safeway Inc., a Delaware corporation, lessee, for a term of 17 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated August 1, 2000, and recorded August 9, 2006 as document no. 20060809001359. (Affects Lot 2) 33. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: 1560 Investors, LLC, a Washington Limited Liability Company Grantee/Beneficiary: Thrivent Financial for Lutherans, a Wisconsin Corporation Trustee: Chicago Title Insurance Company Amount: $2,000,000.00 Recorded: August 17, 2006 Recording Information: 20060817000762 Document(s) declaring modifications thereof recorded August 22, 2006 as 20060822002331 (a rerecord of 20060817000764) of Official Records. 34. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: 1560 Investors, LLC, a Washington Limited Liability Company Assignee: Thrivent Financial for Lutherans, a Wisconsin Corporation Recorded: August 17, 2006 Recording Information: 20060817000763 35. Title to vest In an incoming owner whose name is not disclosed. Such name must be furnished to us so that a name search may be made. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-456421-LA2 Commitment Page No. 9 36. Evidence of the authority of the individual(s) to execute the forthcoming document for 1560 Investors, LLC, a Washington Limited Liability Company, copies of the current operating agreement should be submitted prior to rloslno. 37. 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. First American Title Insurance Company Form WA-5 (6/76) File No.: NCS-156421-LA2 Commitment Page No. 10 INFORMATIONAL NOTES 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. Lots 2-4, Century Add., V. 104, P. 68. APN: 150050-0020-08 APN: 150050-0030-06 APN: 150050-0040-04 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 (6176) Commitment FirstA lmarican Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No.: NCS-456421-LA2 Page No. 11 1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. 2. 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 71-t/e Insurance Company Form WA-5 (6/76) Commitment The First American Corporation FirstAmerican Title .insurance Company National Commercial services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS-456421-LA2 Page No. 12 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 or 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.tlrstam.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 wdting, 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 tide 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 the information we collect, 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 best 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 entities 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 FirstAmerican Title Insurance Company 44k FiLE CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Safeway Gas Station and Convenience Store Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,064 square -foot canopy, a 1,010 square -foot retail building, a 464 square -foot vending kiosk, six parking stalls, and site improvements in the northwest corner of the existing Safeway store parking lot. The application requires Process III Project Approval; a previous environmental determination is retained. Applicant: Carl Nelson, Stantec, Inc., 10234 134`h Court NE, Suite 1-2, Redmond, WA 98052 Project Location: 1207 South 3201h Street, Federal Way, WA Date Application Received: December 22, 2010 Date Determined Complete: January 12, 2011 Date of Notice of Application: January 22, 2011 Permits Required by this Application: Process III Project Approval (File #10-105331-00-UP) Related Permits: Concurrency (File #10-105333-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way Revised Code (FWRC) Zoning Title 19 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community and Economic Development, 33325 8`h Avenue South, Federal Way, WA 98003. Any person may submit written comments on the land use application to the Director of Community and Economic Development by February 7, 2011. Only persons who submit written documents to the Director of Community and Economic Development, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner 33325 8`h Avenue South Federal Way, WA 98003 Telephone: 253-835-2642 Published in the Federal Way Mirror on January 22, 2011. Doc. I D. 56746 Safeway Gas Station and Convenience Store CITY OF Federal Way 1207 South 320th Street _ S 31fiS -= - _ co Q S 316 PL S 31.7 ST _ _�_ -d S 317_ ST- _ _ co _ - -- - - � S318PL S� - - U _ Q S CL 11'r9 _S-320 ST S 321 - - 5T s ESITE U) J S 322 S 324 -- L PL PL o �5 'sr S 324 ST S lb 5T 9Ga 324 CT 9PZ S325 > 8cr ` ST ti 3 a- Vicinity ❑■ N File # 10-105331-00-UP 200 0 200 400 600 800 Feet Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. 4k Federal OF Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.!:ityoffederalway.com DECLARATION OF DISTRIBUTION 1, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: F 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 ❑ 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 7Lmailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on 2011. Project Name I - File Number(s) - ! 5 1 - Signature ane& - Date 1 oil • D if K:\CD Administration ReADeclaration of Distdbution.doc/Last printed 1 /4/2011 1:47.00 PM 4ik CITY OF Federal 1111'ay NOTICE OF LAND USE APPLICATION Project Name: Safeway Gas Station and Convenience Store Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,064 square -foot canopy, a 1,010 square -foot retail building, a 464 square -foot vending kiosk, six parking stalls, and site improvements in the northwest comer of the existing Safeway store parking. lot. The application requires Process III Project Approval,- a previous environmental determination is retained. Applicant: Carl Nelson, Stantec, Inc., 10234 134`h Court NE, Suite 1-2, Redmond, WA 98052 Project Location: 1207 South 320th Street, Federal Way, WA Date Application Received: December 22, 2010 Date Determined Complete: January 12, 2011 Date ofNotice ofApplication: January 22, 2011 Permits Required by this Application: Process III Project Approval (File #10-105331-00-UP) Related Permits: Concurrency (File #10-105333-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way Revised Code (FWRC) Zoning Title 19 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community and Economic Development, 33325 8`h Avenue South, Federal Way, WA 98003. Any person may submit written comments on the land use application to the Director of Community and Economic Development by February 7, 2011. Only persons who submit written documents to the Director of Community and Economic Development, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner 33325 8'h Avenue South Federal Way, WA 98003 Telephone: 253-835-2642 Published in the Federal Way Mirror on January 22, 2011. Doc. I.D. 56746 '%L Safeway Gas Station and Convenience Store CITY OF IZ�2� Federal Way 1207 South 320th Street UTK. S316 LIB-! ��. i - U) I _ �i M L-- - 52.i-- _ 711 rl L 1 _ ' S -3-18 PL _jiI _5320ST; _:�--- —►7 321, +�-_ i --.—. .r '- `_• ��� c.�-e�'L^.'_..s.w^.. _ . — �K ::.:�•T ,s �R r� r ST PROJECT SITE '0 C/) - S 322 CL r' S 324 r PL i .PL ST SY- I : 'S 324 CT PLC, 8325 Q 18c ST - 1� 1 C-) r' N Vicinity Map File # 10-105331-00-UP 200 0 200 400 600 800 Feet Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. Property Owners in RM zon hin 300' of property Parcel Number 1721049061 Tax Payer Name DAVISCOURT JOHN C ON0463 Mailing Address 515 3RD AVE SOUTH EDMONDS WA 98020 Parcel Number 1721049086 Tax Payer Name DAVISCOURT JOHN C ON0493 Mailing Address 515 3RD AVE SOUTH EDMONDS WA 98020 !Parcel Number 1721049077 Tax Payer Name DAVISCOURT JOHN C ON0463 Mailing Address 515 3RD AVE SOUTH EDMONDS WA 98020 Parcel Number 1500500010 'Tax Payer Name WALLACE BRUCE R+DEBRA E 259999 'Mailing Address 32011 40TH PL SW FEDERAL WAY WA 98023 Parcel Number 1721049081 'Tax Payer Name 'WASHINGTON FIRST INTERNATIO789999 Mailing Address 9709 3RD AVE NE #110 SEATTLE WA 98115 !Parcel Number 1721049117 ;Tax Payer Name STEAD VOGEL & MOTLAND Z1178 Mailing Address 1025 S 320TH SUITE 204 RECEIVED FEDERAL WAY WA 98003 DFC 2 CM OF FEDERAL WAY CDS 32004 6093?UUU1. 32102 32110 6093900039 605390004U 32118 3599US9 '126 1010 159240001V • mm. 1013 32300 1592400085 ifiU2-MA151 32306 150240910 32314 150240U71! 32320 150240012! i 32402 15U24UU13t 32410 150240014: 32416 150240015 32424 U821Ud5?Y.8 1a14 7l1fiE U82 i LG752 F 7SUUSGGU2U 120� SUBJECT PROPERTY Federal Way h 1108 ?502600��4 , 1122 1502660039 322NO pi 1_48219452.71 UBZ1U45G£�2 1400 13aa 31601 1404 !4" 982194972/ 96210-f5156 082?9 1101 1590500949 I 1211 1590509039 j! 15r��5���110 32asr t f 1320 150USU00f0 300' BOUNDRY LINE }4}4 1120 150U5UOU60 160600020 1200 1500560050 -� t-- T H-S CITY OF FEDERAL WAN' CDS 44k CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal Way WA 98003 253-835-7000;Fax 253-835-2609 www.cit offederalwa .corn DECLARATION OF DISTRIBUTION I, \ X hereby declare, under penalty of perjury of the laws of the State of Washington, that a: F 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 ❑ 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 ❑ mailed ❑ faxed 1�ke-mailed and/or ❑ posted to or at each of the attached addresses on Project Name Ga. S File Number(s) 16 -Ifs 5 ?:2 16 - 10 S �3 Signature .. Date K:\CD Administration Res\Declaration of Distdbution.doc/Last printed 1 /4/2011 1:47:00 PM CITY OF Federal Allay NOTICE OF LAND USE APPLICATION Project Name: Safeway Gas Station and Convenience Store Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,064 square -foot canopy, a 1,010 square -foot retail building, a 464 square -foot vending kiosk, six parking stalls, and site improvements in the northwest corner of the existing Safeway store parking lot. The application requires Process III Project Approval; a previous environmental determination is retained. Applicant: Carl Nelson, Stantec, Inc., 10234 134' Court NE, Suite 1-2, Redmond, WA 98052 Project Location: 1207 South 320'' Street, Federal Way, WA Date Application Received: December 22, 2010 Date Determined Complete: January 12, 2011 Date of Notice of Application: January 22, 2011 Permits Required by this Application: Process III Project Approval (File #10-105331-00-UP) Related Permits: Concurrency (File #10-105333-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project +lllitii ation, Known at this Time: Federal Way Revised Code (FWRC) Zoning Title 19 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community and Economic Development, 33325 8`h Avenue South, Federal Way, WA 98003. Any person may submit written comments on the land use application to the Director of Community and Economic Development by February 7, 2011. Only persons who submit written documents to the Director of Community and Economic Development, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner 33325 8'h Avenue South Federal Way, WA 98003 Telephone: 253-835-2642 Published in the Federal Way Mirror on January 22, 2011. Doc.1 D. 56746 Safeway Gas Station and Convenience Store CITY OF Federal Way 1207 South 320th Street 7 I -- i . 5T-- -- �_- �' S+ (PROJECT ITE l s� cn - y ,, - o � a S 322 5 324_ PL - 1:.... PL 'sr S-32�-ST 324 CT Yx ti Cn J L' File # 10-105331-00-UP 200 0 200 400 600 800 Feet Note: This map is intended for use as a graphical representation only. The City of Federal Way makes no warranty as to its accuracy. Tamara Fix From: Mary Lou Goss [mgoss@fedwaymirror.com] Sent: Thursday, January 20, 2011 8:40 AM To: Tamara Fix Subject: Re: Legal Notice - Safeway All taken care of... Mary Lou Goss Office Manager/ Marketing Consultant Federal Way Mirror 1414 S 324th St., Suite B-210 Federal Way, WA 98003 253-925-5565 From: Tamara Fix[mailto:Tamara.Fix@cityoffederalway.com] To: 'Mary Lou Goss' [mailto:mgoss@fedwaymirror.com] Sent: Wed, 19 Jan 2011 15:43:41 -0800 Subject: Legal Notice - Safeway Please publish the following legal notice (Safeway NOA #10-105331) in Saturday's (Jan. 22, 2011) issue. Please confirm and furnish an affidavit of publication. Thanks! TamarcL Fix Admin -Asst. City of Fede raC` vay tarnara. 'x0cit a ederaCtiva .corn "When life gives you a hundred reasons to cry, show life that you have a thousand reasons to smile." Unknown 4k o� Fed10'::tSp eral 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.cityoffed!Etrolwciv.com DECLARATION OF DISTRIBUTION h(V I it hereby declare, under penalty of perjury of the laws of the State of WCshi glton, that a: XNotice 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 ❑ 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 ❑ mailed ❑ faxed ❑ e-mailed and/or Xposted to or at each of the attached addresses on wit. Project Name � f WR .a File Number(s) 1 b —1(JG7 33 'W —LA- t 6n\.en0-nrb Signature r Date f Zi I K:\Intern\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc Posting Sites: 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 -1207 South 320th Street I(Nntem\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Safeway Gas Station and Convenience Store Project Description: Construct a six pump fueling facility that includes two 20,000 gallon underground storage tanks and a 4,064 square -foot canopy, a 1,010 square -foot retail building, a 464 square -foot vending kiosk, six parking stalls, and site improvements in the northwest comer of the existing Safeway store parking lot. The application requires Process [I[ Project Approval, a previous environmental determination is retained. Applicant: Carl Nelson, Stantec, Inc., 10234 1341h Court NE, Suite 1-2, Redmond, WA 98052 Project Location: 1207 South 320'[' Street, Federal Way, WA Date Application Received: December 22, 2010 Date Determined Complete: January 12, 2011 Date of Notice of Application: January 22, 2011 Permits Required by this Application: Process III Project Approval (File # 10-105331-00-UP) Related Permits: Concurrency (File #10-105333-00-CN) Relevant Environmental Documents are Available at the Address Below: X YES NO Development Regulations to be Used for Project Mitigation, Known at this Time: Federal Way Revised Code (FWRC) Zoning Title 19 Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWRC; King County Surface Water Design Manual; the International Building Code; Fire and Mechanical codes. The official project file is available for public review at the Department of Community and Economic Development, 33325 81h Avenue South, Federal Way, WA 98003. Any person may submit written comments on the land use application to the Director of Community and Economic Development by February 7, 2011. Only persons who submit written documents to the Director of Community and Economic Development, or specifically requests a copy of the original decision, may appeal the Director's decision. Contact Person: Deb Barker, Senior Planner 33325 81h Avenue South Federal Way, WA 98003 Telephone: 253-835-2642 Published in the Federal Way Mirror on January 22, 2011. Doc 1 D 56746 Property Owners in RM zonL .thin 300' of property Parcel Number Tax Payer Name Mailing Address Parcel Number Tax Payer Name Mailing Address Parcel Number L_ - -- -- Tax Payer Name Mailing Address Parcel Number Tax Payer Name Mailing Address Parcel Number 'Tax Payer Name Mailing Address 1721049061 DAVISCOURT JOHN C ON0463 515 3RD AVE SOUTH EDMONDS WA 98020 1721049086 DAVISCOURT JOHN C ON0493 515 3RD AVE SOUTH EDMONDS WA 98020 11721049077 DAVISCOURT JOHN C ON0463 1515 3RD AVE SOUTH EDMONDS WA 98020 1500500010 WALLACE BRUCE R+DEBRA E 259999 32011 40TH PL SW `FEDERAL WAY WA 98023 '1721049081 ,WASHINGTON FIRST INTERNATIO789999 9709 3RD AVE NE #110 SEATTLE WA 98115 Parcel Number 1721049117 Tax Payer Name STEAD VOGEL & MOTLAND Z1178 _rE_rU`__1 'Mailing Address 1025 S 320TH SUITE 204U FEDERAL WAY WA 98003 DEC2 J CITY CA" FEDERAL WAY CDS '14222 U827049786 Dii27049241 08210490a2 848 1014 UBWI0492 1066 1400 1300 31601 1404 141 0821049121 0821049146 � 9""o, a i2ai k Si N f I 32004 6U9j9Ua77 r 1 60939OM r 7 4 1.301 If 32102 1500600040 r i 32110 6093900030 60939OU040 32718 1500600020 3900050 720 it 32126 I 707D [I 1502400010 1211 SUBJECT 7590509030 i5G050U7iG 32057 PROPERTY U003U 7073 09 15024UUU2 Federal Way + 32300 1 i5U24UUU60 I+ t7 1108 + 1602409090 15U260004U 7122 32306 f 1602600030 i59240U1U! I 322NO P1 32314 i I 1502-101111C E 1320 3232D EEE 1,500500010 i5G24G2 402 32h00' BOUNDRY LINE � 1414 1502d!U13U 1120 15005000BD 32410 1 7502690M 1502400140 1200 32476 15GU5GUOSU r IE—A A7 H 5I- 150240015 4++ 32424 ,CM OF FEDERAL WAY, CDs F! C17Y OF CITY HALL � 33325 8th Avenue South Federal Way Federal Way, WA 980634160 (253) 835-7000 www.cityoffederalway.com January 19, 2011 Mr. Carl Nelson Stantec Inc. 10234 134`h Court NE, Suite #102 Redmond, WA 98052 RE: FILE #10-105331-00-UP; COMPLETE APPLICATION/ADDITIONAL INFORMATION REQUESTED Safeway Gas Station and Convenience Store,1207 South 320th Street, Federal Way Dear Mr. Nelson: On December 22, 2010, the City of Federal Way's Department of Community and Economic Development received your Process III Land Use application to construct a fueling facility and retail kiosk at the northwest corner of the existing Safeway property at the above -referenced address. The site is zoned City Center Frame (CC-F). 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 Revised Code (FWRC) 19.15.045 has been submitted. NOTICE OF COMPLETE APPLICATION Please consider this letter as a Letter of Complete Application. Pursuant to the FWRC, the application is deemed complete as of January 12, 2011, 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 Process III application 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 FWRC, 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 and Economic Development 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 by several members of the development review team during completeness review. With this request for additional information, the 120-day maximum review time frame is suspended with 8 of the 120 days used, and it will be restarted within 14 days of the date of your complete response to this request. Mr. Nelson January 19, 2011 Page 2 Public Works Engineering, Kevin Peterson, 253-835-2734 1) The Civil and Landscape plans do not appear to accurately depict existing conditions, particularly along the property's South 320`h Street frontage (evidenced by the width of sidewalk, lack of `bump -outs' along back of walk, indication of a planter strip between sidewalk and edge of roadway, etc.) Prior to Process III approval, these plans shall be revised to depict actual conditions. The topographic survey, prepared by BRH in June of 2007 and part of this submittal package, appears to depict current conditions and would likely serve to provide the necessary `base' layer of existing conditions. 2) The landscaping that is shown within the right-of-way is allowed; however, the owner shall be responsible for maintenance of that landscaping. This shall be addressed during building permit review. 3) The irrigation system is not allowed within the right-of-way, specifically that section of irrigation between the west pedestrian plaza and the northwest pedestrian plaza. Prior to building permit approval, the irrigation system shall be located on the Safeway property side of the right-of-way. NOTE: Please be advised that additional technical comments from the City's planning division and traffic department will be available in approximately 30 days of the date of this letter. With this request for additional information, the 120-day maximum review time frame is suspended with eight (8) 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. 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. 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, IQA &j6tL� Deb Barker Senior Planner c: Kevin Peterson, Engineering Plans Reviewer Sarady Long, Traffic Engineer Duncan Wallace, Stantec, Inc., 10234 134ei Court NE, Suite #102, Redmond, WA 98052 enc: Resubmittal Form 10-105331 Doc I D 56737 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: TO: FROM: FOR DRCMTG. ON.• FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS ZONING DISTRICT. - December 23, 2010 Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Deb Barker January 6, 2011(completeness review) 10-105331-00-UP 07-104500-00-UP (expired) and 07-104501-SE (alive) SAFEWAY GAS STATION AND C-STORE 1207 South 320`h Street CC-F PROJECT DESCRIPTION. Demolish existing parking and driveways and construct new gas station and convenient store and all associated site development. LAND USE PERMITS: Process III (Note that the SEPA DNS from 2007 still valid) PROJECT CONTACT. • Stantec Architecture Carl Nelson 10234 134`h Court NE, Suite 102 Redmond, WA 98052 MATERMLS SUBMITTED: See attached list 40k Federal OF Way APPLICATION NO(S) MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8ih Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www-ciryof federa f way.coni Project Name Safeway gas station and convenience store Property Address/Location 1207 S. 320th Street - Federal Way Date ParcelNumber(s) 1500500020 Project Description Demo existing parking and driveways and construct new gas station and convenient store and all associated site development. l:A1t'. rKLN 1 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) x 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 T Variance: Commercial/Residential Required Information CC-F Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Valuc of Proposed Improvements International Building Code (IBC): M Occupancy Type V-kiosk IV-canopyConstruction Type Applicant Name: Carl Nelson - Stantec Architectur4 Address: 12034 134th Court NE Suite 102 City/State: Redmond, WA 98052 Zip: Phone: 425.298.1000 Fax: 425.298.1019 Email: Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner MGP IX Sunset Square, LLC Name: do Merlone Geier Management, LLC Address: 3580 Carmel Mountain Road #260 City/State: San Diego, CA Zip: 92130 Phone: 858-350-1977 Fax: 858-259-8886 Email: ei er((i)nterlonegcier.coin Signature: Authon d Agent for MGP nset Square, LLC Bulletin #003 — August 18, 2004 Page I of 1 k:\Handouts\Master Land Use Application RECE'y VED MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES C141' OF _(, 33325 8 Avenue South f PO Box 9718 FederJ�y - `s FEDERAL 1�9t N Federal Way WA 98063-9718 a Wa)t-� �� ` �' ` 253-835-2607; Fax 253-835-2609 CU S w%v%v.citvoffederalway.com APPLICATION NO(s) l L D5 5 5(—D O Project Name Safeway gas station and convenience store Property Address/Location Parcel Number(s) Project Description PLEASE PRINT 1207 S. 320th Street - Federal Way 1500500020 Date Demo existing parking and driveways and construct new gas station and convenient store and all associated site development. 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) x 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 CC - F Zoning Designation omprehensive Plan Designation 4 r 'T4, i 160 Value of Existing Improvements 119 y 11 R 5 1 Value of Proposed Improvements International Building Code (IBC): M Occupancy Type V-kiosk IV-canopyConstructionType 11 Bulletin #003 - August 18, 2004 Applicant Name: Carl Nelson - Stantec Architectur Address: 12034 134th Court NE Suite 102 City/State: Zip: Redmond, WA 98052 Phone: 425 . 298 . 1000 Fax: 425.298.1019 Email: Signature: Agent, (if different than Applicant) Name: QrAJ Chodck Address: IIZ.I - 12yf4 A{-kAe, XJC City/State: j(�levaX , WA zip: q M Phone: (La5-) 36 17 Fax: Email: br, , c"k /p) �'�6'Y• �e►�+ Signature: XJ1 e4 Owner Name: Safeway Stores, Inc. Address: City/State: 1121 124th Street NE zip: Bellevue, WA 98005 Phone: Fax: 425.637.2213 Email: } Signature: �/erf�'' V �"0 Page 1 of 1 k:\HandoutsNaster Land Use Application Deb Barker From: Sarady Long Sent: Tuesday, October 12, 2010 9:50 AM To: 'Carl Nelson2' Cc: Deb Barker Subject: RE: Traffic Info - Safeway 1207 320th Hi Carl, I am assuming this would be a new application. Under this scenario, you will need to submit a new concurrency application and concurrency application fee. The application fee is base on the the total new trips the development is estimated to generate. My guess it's going to be around $3,374.50 (2010 rate for 51- 500 trips). In term of traffic mitigation, the new project would be under the traffic impact fee (TIF) program which is $8,303 per vehicle fueling position (VFP) for the 2010 year. Additional mitigation may be required under the concurrency process to meet LOS standard. This would only apply if the project fails the concurrency test. The project will still be subjected to the frontage improvements and access code. Staff will provide more details requirements through the preapplication process. If you need additional information, please feel free to contact me. Sarady Long, Senior Trans. Planning Engineer City of Federal Way 33325 8th Avenue South, PO Box 9718 Federal Way, WA 98063-9718 253-835-2743 (p) 253-835-2709 (f) sarady.lon cRyofFederalway_com From: Carl Nelson2 [mailto:carl@NWHDESIGN.COM] Sent: Monday, October 11, 2010 2:01 PM To: Sarady Long Cc: Deb Barker Subject: Traffic Info - Safeway 1207 320th Hello Sarady, I am taking over the re -application for the new fuel station for Safeway at 1207 320th. It is my understanding that some things have changes since our original application. Could you please provide me the information that the city needs for the traffic application that I can pass along to my consultant. Thanks, Carl R. Nelson Northwest Home Design Studio Stantec Architecture, Inc. — Consultant 206.920.5636 Deb Barker From: Deb Barker Sent: Wednesday, October 12, 2011 11:56 AM To: 'Llacuna, John' Cc: Wallace, Duncan Subject: RE: Safeway Fuel Trellis Revisions John - The request to eliminate the column and beam referenced below is approved. Although not conceived as such, it creates an attractive nuisance at this corner. and does not serve the intended purpose of the pedestrian plaza. The following comments are provided: (1) The landscape plan will need to be revised due to the size and location of the vault in the planting island next to the garbage recycling enclosure. Please have thein deal with this sooner rather than waiting until the very end. (2) Do you know if the utility provided aware that the door -to the vault opens up to a wall? Do they need access to the doors? Please advise the LSA for it redesign of the area. (3) To avoid creating a skate, board haven, anti -board treatment should be added to the bench edges. Please let ine know if you have any questions 'Regards Deb Barker, Senior Planner C�oinmunity Departinent City of Federal Way 33325 8th Avenue South Federal. Way-,"Tik 98003 2553-8353-2642 (p) 2153-835-2609 (f) deb.barker@citvoffederalway.com From: Llacuna, John [mailto:John.Llacuna@stantec.com] Sent: Tuesday, October 11, 20112:21 PIVI To: Deb Barker Cc: Wallace, Duncan Subject: RE: Safeway Fuel Trellis Revisions Deb, The transformer in the photo is the final location. Please let us know your thoughts after your site visit. Thanks, John Llacuna, Architect, LEED AP Stantec 12034 - 134th Court Northeast St,ite 102 Redmond WA 98052 Ph: (425) 298-1066 Fx: (425) 298-1019 John1lac.u.-naCcOstantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. From: Deb Barker [mailto:Deb.Barker@cityoffederalway.com] Sent: Tuesday, October 11, 2011 1:22 PM To: Llacuna, John Cc: Wallace, Duncan Subject: RE: Safeway Fuel Trellis Revisions John - I yam probably OK with this proposed change, but I'd like to go out to the site and confirm it. Can. I get lack to you tomorrow 2 Also, is that the final location of that vault`??9 Deb Deb Barker, Senior Planner COMMUnity and Economic Development Department City of 'Federal Way 33325 8th Avenue Sout]i Federal Way, WA O8003 253-835-264:2 (p) 2,53-835-2600 (f) de .barlce ci offederalwa . oom From: Llacuna, John [mailto:John.Llacuna@stantec.com] Sent: Tuesday, October 11, 2011 1:03 PM To: Deb Barker Cc: Wallace, Duncan Subject: Safeway Fuel Trellis Revisions Hi Deb, Will it be acceptable to remove the beam that is connecting the Trellis to the Trash Enclosure and to remove the steel column in the corner of the Trash Enclosure? The Trellis is starting to take form, but that one beam looks more like a temporary brace than an architectural feature. See attached PDF. The CMU walls of the enclosure will be infilled and the CMU plinth will receive a concrete cap. Please let us know if you have any comments. Thank you, John Llacuna, Architect, LEED AP Stantec 12034 - 134th Cour€ Northeast Suite 102 Redmond WA 98052 Ph: (425)298-i066 0 Fx:(425)298-1©19 John.tlacuna stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. Deb Barker From: Chuck Burget [chuck@pacificplants.com] Sent: Wednesday, September 28, 2011 12:24 PM To: Deb Barker Subject: Safeway Gas Station - 320th St. Deb, As we discussed I suggest the following to meet city requirements and avoid freezing/hardiness issues: 7 - Arbutus unedo compacta ; sub with Prunus 1. 'Schipkaensis' 29 - Viburnum tinus 'Spring Bouquet'; sub with Ilex x' China Boy/Girl' The Schipka Laurel are a very hardy, good upright screening plant. The Ilex' China Boy/Girl' hybrids are a nice tough compact small leaved holly that shears well and could also work well as a deterrent to foot traffic along the entry drive. All else looks good. I think they plan on installation in approximately 2 weeks. Let me know if any other questions arise. Thanks Chuck Y Q � Cr_ i U) i � O 0 W CL W'v�iCo i � oCn w p a w o Q v Q N 0 a Z OTTNER: 00/00/00 f` r AGENCIES 0000 r DRAWNw BY: VT/DW DATE:CHECKED Y t r Yu.SU�.l fi 3V.aL 2J' x of <�r,A➢� ,.u%.,F aA a,41b t. * �1 �arkar.,;�d UdtaWYX �. kN ��.".1�✓{i,Sw6 ,n ez.i A.. PS(d v.f ` JSC iv§Sa.uA'F,> )�3. .Nt iwy'uz Architecture Inc. t� Z l fl i S" }4 t j 0 .. 0 Z 00 C:) N (0'c� vi > W < M > ujk2 LJ.J L w CL rY., "o o,� a{r tmiu.v l�,.°l� ",t ,q x$>ia �,s 2r„i,,r�,. nf� ,S'Y ..32 }t. �nA r1S., as'4�:"•v SHEET TITLE Y,s ,<uf� ,..?,TmY,e, -<. INNIGATIO""M P"%LAN i 'ot lAn" M +i 11l. e,. SHEET NO. } SL t't'� t, rf' iarYl t; A W ...j LA- Am, I "'0 A 44 LL LL LA. I I NE. 1/4, SEC. 17, TWP. 21 N., RGN. 4 E., W.M. 2"W DOUGLAS Fl SUPPORT POST FILTER FABRIJ ATTACH FILTER FABRIC TO POST WITH WIRE MIRAFI 140 OR EQUAL lrw..r"lklwlwl^ con uWm_(wk"_uw %-ON 1 5-1 * Vl 10-1`61 A I Z"To , FABRIC INTO 4" WIDE BY 4" DEEP TRENCH ELEVATION FILTER BARRIER DETAIL NO SCALE CONSTRUCTION NOTES. FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW FLOW OR MODERATE FLOWS NOT EXCEEDING 1 C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE OF THE BARRIER. 5. THE FILTER FABRIC SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCHES LONG SHALL BE USED, FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BA FILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CI=ONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. S. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. MAINTENANCE NOTES: 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIR$ SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE. PREPARED AND SEEDED. 6 9-0" 120* 24 24" 12" SAC FILL MATER (SEE N CITE 5) cq x: A CONCRETE CLAS< TE . r:(SEE N 0 8) X X X` -X Fl 1 I Ll c*4 No. 222P DIAMOND —J \\Z2—No. 1012P DIAMOND PLATE COVER PLATE INSPECTION COVERS PLAN —COVER 2—No. 1012P DIAMOND PLATE INSPECTION COVERS BACKFILL MATER (SEE NOTE 5) OIL/WATER cq SEPARA11ON z 00 INLET CHAMBER OIL RETAINER BAFFLE BEDDING Mi FOR RIGID f (SEE NOTE 8'00 HOLE —TYPICAL EACH END FOR Fl lkil LET' �& OUTLET I I lNtiIALL 111tiLf<ti FLOW DIFFUSER AS a 0 BAFFLE NECESSARY 1* 1 a as clq to to N.I.. ftl 0000 1-40 GRIT/SLUDGE IPECTI—0000,10 RETAINER WEIR 00 NSON & SAMPLING TEE (BYOTHERS):., 04 0) 0 23" 21" 12" 16 4 9-0" to go 6 9_099 GALVAN I ZED STEEL (CLASS A DESIGN) .4cl (CLASS BC,D, DESIGN) BEDDING FOR RIGID PIPE NOTES: 1. PROVIDE UNIFO SUPPORT UNDER BARREL. 2. HAND TAMP UNbER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 4. SEE "EXCAV rl�N AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFOR ICATIONS FTRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE�'�VILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE M),NMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 5. TRENCH BACKFItL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWE , , RS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARG I ER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE so IN THE AGGREGATES SEC11ON OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING "ATERIAL FOR FLEXIABLE PIPE" IN THE AGGREGATES SEC11ON OF THE 1w STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. ® PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F 4" MIN. A 1 /4 I® D. 12ZERO " MAX. B 1 /4 0. D. 1 /2 0. D. 1 /8 0. D. ZERO O.D. 3 /4" 0. D 1 /2 0. D. 1 /8 O. D. O.D. ---- A 4 MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING DETAIL I'll 1-1- 11 1 1 1 11 1 REF WSDOT STANDARD PLAN B-1 8c (NCB SCALE) ED BY, EARTH SOLUTIONS NW LL o , C, FOR COMPLETE 282006PREPAR PAMNG AND SUBGRADE PREPARA11ON SPECIFICATION DETAIL SWALE AT EDGE wws(Z 17 r T1 r) KI R-1 0 nE" fw%AKln0V Cl AD D A \117kA 17KI T M STABALIZED CONSTRUCTION ENTRANCE C14 c:) NO SCALE LO C:) cq I DUST CONTROL DETAIL —OIL/WATER SEPARATOR �UUNU, "UTILITY VAULT'SPART NO. 660SAs 450 GALLON CAPACITY SCALE: 1/2" = 11-0- 24 0 Z V• FLOW FLOW (CLASS F DESIGN) BEDDIN G FOR FLEXIBLE PIPE 4. 3" ASPHAL11C CONCRETE (AC) PLACED OVER 6 CRUSHED ROCK BASE (CRB) MATERIAL, OR, 3" AC PLACED OVER 4-1/2" OF ASPHALTIC TREATED BASE C TERIAL (Qr*r P_r*e)Trf%WKjle%Al rwembdrrown orpe)PT Mt% r4Z—n4ln nAlrr) APPII V) PURPOSE cr-1 PLACE 3 ft SQUARE OF FILTER —FABRIC MATERIAL ABOVE FILTER —FABRIC T OF DUST FROM EXPOSED SOIL SURFACES. WRAP TO PREVENT SURFACE AND AIR MOVEMEN GRATE & SECURE WITH GRAVEL DAM OR AS SHOWN. REPLAC X CONDITIONS WHERE PRACTICE APPLIEE UPONS FIRST SIGNS OF FAILURE. 4 F FOR,'AT10 . rn° PIPE IN AREAS (INCLUDING ROAD SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST zz WAYS cm PEA GRAVEL w WHERE ON AND OFF SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE (LARGER THAN PERFORATIONS) NOT TAKEN., 3 6" MINIMUM DESIGN CRITERI A/SPECIFIC TICSNS ` . TYP ALL SIDES LO 0 MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND CD a Ps a COVER AND OTHER TEMPORARY STABILIZATION PRACTICES (SEE SECTION 5.5, SILT CONTROL AT CoBo 170" 0 T I N G " D f R`A I N COVER MEASUREz))o W NO SCALE SCALE: 1"=1' 0 SITE IS SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. uj TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABLIZED CONST— U- RUCTION ENTRANCE4 DRAWN BY: JVH SHEET N 0. C-107 X MATCH LINE SEE SHEET C-105 IIIMol E S '.":'G W R xi Ti A TE E I.00I.......... 3 I "I 4 4 3 IIr ...... LLJ I5 C E IA v Y 4, 3 101 II j 05 SEE SHEET .4 FOR SEWER LEGEND .7 6 IGRAPHI'll" Su"ALE I0 40 so 20 10 20 ............ I1 Inc 20 ft I N FEET ........... .... ......... .. k It T ETI IC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVE%'0 PREPARED BY BUSH, ROED AND HITCHINGS, INC.. JOB No. 200710100, DA'10 05-24-07. SOUND CONSULTANTS, LLf, SIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFOR"'MATION, THE CONTRACTOR SHALL VERIFYv AS FIRST ORDER OF CONSTRUCTION. THE HORIZONTAL AND VER11CAL LOCATIONS TR TU # 5 S UC RE v k; v IATE1 N01IFY THE OWNER AND/OR ENGINEER OF ANY vR to OF ALL ITICAL POINTS OF CONNECTION AND IMMED E CONSTRUCTION OF THAT DEPICTED HEREON. IE 434* 54 1 N 8" F*Me SIGNIFI CY MICH WOULD PREVENT TH IE 432o 1 5 OU" Lj 'ftORRIDOR. UTILITY CROSSING REPLUMB VAULT PUMP #1 (PRIMARY PUMP) TO NEW STORMFILTER A S F STRUCTION"* . ...... . UNIT INSTALL STORMFILTER UNIT AND CONNECT TO DISCHARGE POINT /10"DIP GRAVITY PIPEG INSTALL 2 6*0 STL. PIPE BOLLARDS AS CONIRAOTORSH�ALL VER'IFY W HORIZONTAL AND VERTICAL LOCATION SHOWN REBURBISH/REPAIR PUMP #2 (OVERFLOW PUMP) ALL CONTROLS, STRUCTURE #2 OF A A I I U ry E"IS'"Mi UTIL1110"S TO VER1* CONTROL ENCLOSURES AND ALARMS AS NECESSARY TO ASSURE NORMAL I L 434*3u u -0""'CONSTRUCT AS DEPICTED* ABI T —LOCATE CONFLICTING UTILITIES AROUND INSTALLATION OPERATION. RE INSTALL SOLID LID� ON EXIST CB INSTALL STORMFILTER RESTORE ASPHALT PAVING, CONCRETE oft A L AS NECESSARY OR SLIGHTLY MODIFY STORMFI" TER LOCATION IF FEASIBLE KADE PAVING AS NECESSARY TO DIVER IC N .......... ....... DRAINAGE TO STORMFILTER 'UNIT RE—L'CATE 'ONFU' "'ING t; U11 LANDSCAPE""'PLANTINGS AS 11v A bu U11LI11ES AROUND !INSTALLA**"^N S NECESSARY OR "GHTLY N E C, IE STORMFI` TER LOCATION IF FEASIBLE,, MODIF%b L SA �WWT EXIS TING E ............... 'AND J I N PAVING ....... .......... Is R 4 3� 2 4 - - - - - - - - - - - - - - .2 8: R E IN C -7 ............. ........ 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BY B' 03 `%ED AN H I IN In 'n. A %0 1 L n Aq l' T .:IIA Uj V. ON bi u q%Y OR COMPLETENESS OF THAT EXISTING INFORMATION, THE A`SUME^ N^ R001"0% 0" BI' `TY FOR THE ACCURA& A All i.1% 1717" �� , 1 Lui_ 77-n-'n, %7, 177 _t P '0%nNT0Ar%.TnP Q1 a AH VIM I IZV AQ PIPQT AM= nr PnMQT0HAf%"n nki TUC UnD17MITAI Akin %M011"Al I f%^A`^k10 K - bd a V_ <1 04 W C11 cn, W Cy M M LUL. i On-F DRAWN BY: JVH CHECKED BY: HEH 7 %W 9 A C A 050 MATCH LINE SEE SHEET 0 6 OF ALI. CRIO"I"I ( '06 A L P" (N NTS OF u NNEC'11ON AND IMMEDIATELY N011FY THE OWNER AND/OR ENGINEER OF ANT C &ft 0% As zil GN I FIUANT DISCREPANCY MICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED "HEREON, Vzoillasizig 1 #*1114 01 All n �04 00 cn r Apk 17,TWP 2 N RGN. SE 4 E*2 wom* NE* 1/4, R -MHMAKK j . . . . . . . F, ( IN FEET liact — 20 1=0 11 * ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, REIN AND HITCHINGS, INC., JOB No. 2007103.00, DATED 05-24-07. SOUND CONSULTANTS, LLC,, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VER11CAL LOCATIONS OF ALL I T CAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/"vt,*,R ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUC11ON OF THAT DEPICTED HEREON. IN tl C) FEB 201'1,, C, 0, FEDERAL.,'AlA 04 :z m v) V) V) U) ti-i uj w Q: uj 0- CL CN 1044 CK• z :g: 00 < LO _j a C*4 4-0 =) z (7) z c 0 0 �F- z• UJ Lj < >1 0- 0 CIil Ld > LLJ F. 0 to z LLJ N z LO 0 C:) S-- CL AP - PROJECT NO. 200 02 0 DRAWN BY: JVH CHECKED TAP C> a u i Ld a r% LLj LA i u LLM 160Z T� v) z z 0 Z —c MI ommi 4aw Ld (*q W ILLM ji0W%L Fmw V) 0 D z 0 LAW. V 00 v J j Lj ki Ld ILL. 0 LL r%de 0 1 ULM < N < Af AO% if ^ UJI LLM V V I SHEET TITLE EROSION CONTROL NORTH HALF IT" :i 11=00hiLl 0111 IF IF W 11 w --q -4 ala in I "I I " 1 a 10,11 wiaj , vgia No IF lw low, lAt 111:41F IF IF AS TE E r% 1�f NS LAKE 312th STEEL SIT El LAK PAW .......... ................ L 10 Slut E "u"E" 1 A L VICINITY MAP` SCALE- 1 ss =2,200' DEVELOPER -- ND C%ONSULTANTE39 A A rm%k H Mr%. 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" I , 11 , ;N, ;o 1 1 o, R % % "o. o LUO WJ lo oNN'_ U o ""I 9A "in "S' o "'o NN" lo� o. % o. -g. -,n R LUL 17 0 !:;Apo, 0 sp ;."'i I C) I 6 15 Uj CY- CO M 1Mx V) V) L U.j a W U_j CIL CCU DRAWN BT JVH N M X41 20 11-2 IOR 1 to t 3 1 i` i J !Y 1 t { 1. � i 3 t tk 1< Jai S......, 1. .4e, .,, t. w`•r,.e .(: .�1, ,1 �,ulj..� Z�HI i� 5,{„ fiSUBMITTAL DATES a,ftd�0a�k.; .Y,..kr„., { �f$t, }, F„1i � id'gt' k i !! !0 k REG. AGENCIES i0r0 i '. 00/00/0 x DRAWN !° 1 1 ! i W N W O cl:� O� o � Li 0 � < 0 (f)wa-) 00 LLJ�— N Lli Q LLj W � 0 Li CL SHEET TITLE ENLARGED DIMENSION SITE PLAN JOB NO: 1836019003 w W 0� z W ,. mi 0 w C%) W 0 ci W r- OWNER: 11 1 11 y AGENCIES Y.L 11 11 1 N { yt B 1 SS, DRAWN BY: s m CHECKED BY: S VT/DW d DATE: h+ F+H?20,s4.rrtt$S lI 1 t� JAY A. MAGR4DER LANDSCAPE ARCHITECT 8 WEST FULTON 9811 1555 fLab ty k . �J owo 3 w , W r, I LUL LLI ������+ II►, }Lu`■. r }l SHEET TITLE Fa ,,.,-ANDSCAPE PLAN ?r. JOB NO: 1836019001 a?,,,h,,,E f,h SITE ADDRESS: 1207 S. 320TH ST FEDERAL WAY, WA 98003 TAX ACCOUNT NO.: 150050-0020 150050-0030 150050-0040 ZONING: CITY CENTER FRAME (CCF) ZONING AGENCY: CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT 33530 1 ST WAY SOUTH FEDERAL WAY, WA 98003 (253)661-4115 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN FF M nt mimn MENEM NI F _1 A qP-r 17 T\A/P ?1 NI P r, A F \A/ NA EXIST. Ci[����;I,r`�.PE 1. 1 V It 0 1 V 1 0 --<R AS, py i"; i li(tttt� C. ;7 t--j;,' PLANTER EXIST. C13 TYPE 1. cp PLS EXIST. CB TYPE -Ey L 4p PL'S RIPE BLIK (TYP) q�l R�l RIM=442,32<:�� R) 0 7- _q� A +1 5� RIM=439.94 W c it/ --x 5�. tK 6 T, 6 ------ --- e4, 1,, �7 J4 xt4 C �j D:^C DEC X bt - RASS ;6"' DEC DEC 6 D E ;6 b DEC tt�N* GRASS FRIPE LI N S�Q C ttt?t'T G "b DE DEC g X. X, :X:1::j::i X: x. . .. .... ... ...... x, ix i�::,:X:X 1�:i� Kji ...... `8 X A x. X, ii:x it :::� t, �": .:: :: 'T. CB TY r bc 4 % X XX X :% .. A. RI =439.4 VX Mxttx: X _0 i*:'-� I 13 6 REC. 1\40:`-�01 01200'' 6 t) C.C.& X z 6 C. C. & C 18 C.G. !V Q, tt� tx S--*-- 3 h To, 18 C.G. Nf i. x A% 10j 13 64 Olt" z tK_ Y_ x x EXIST. (Z�� n, 2D-t N EXIST. CB TYP 1 NQ1 C. C. tx). E 'tK Im 4( 18" C.G. ttxv, RIM=440.95 ro tt�, N'. X. x X. x tx x tt� C _x TN r� N .1, x E* 12 T) CC E*=438.15 12" 2x N1b i: i: i: it it i: it i i i i: :::X, ::;:X t, t X �iii:.*`x: x ....... it it o:: X:j: it X` tit, ....... 41 X: c X X'. X.: it 18)) C.G.\ t�-e ....... 7" 4 %04 1i Ft .-A Alp v-,% L --t"f STRUCTION OF EXIS71NG IMPROVEMENTS. DESIGN STF �K ;. . W% t nj A '1� �IP INE PW A tK jj� b U t 1 q 11;K tK- K FLOOD ZONE: 1W. Ix ANV C T.,-,) tx ty- K I C 4;VtON x PE ...... DE \4 p A j 1 .1.1 uu X C CO 880400"k 3 b, `D E tK A E ;N) DEC THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY t�51 1� S 4 u �N JIN C. 169 19959 COMMUNITY PANEL NO. 53033CO063F. AND IS SITUATED IN :N mmj�'11 �,� I C - 1.1if, "�p - . ii, �'. tt�t;K- -- ON 4 V N r. A I ... 41%, lu W iN. E? vv-1vm 0 �11 -, : ... : c �K Jim A Ur-1tKM1f`4tU IV Ut WINUL IHL DUU-TLAK WUFLAIN. M....... �v p ED HORIZONTAL DATUM I f:::: X.;i:j P. 0. BEARINGS ARE BASED ON THE PLAT OF CENTURY USING THE MONUMENTED W/Tt. L A h. PL tXx; 4 te #0 '04!56"W) 'N 12 iiiiiji' A L tg,* Cu u 6 C C1. C. CENTERLINE OF 11TH PL S. (SO1 SI. t�v-x.... v I 1 118 IP. V iA 6**' ECC X: X + + + + ST.' S1 H X v Xi ...... ii-, A iii�i�i�iiij V tK RIM=438. VERTICAL DATUM: c REFERENCE BENCH MARK IS CITY OF FEDERAL WAY NO. 2168-35-1. 0'0 "SLOPE FOR CUT & FILL PER 19 20 CB E 1. N BENCH RK DESCRIBED AS NORTHEAST BOLD ON SIGNAL POLE BASE AT SOUTHEAST '4'SAFEWAY" "SIGN ... 6 C.� L) 0 L 6 C.C. 38.4 E.=434 94 c REC. #5047677 AND #573531 LIGHT POLE X�typ) `7. (=636. (6 R)N RIM=437.81 :::::-:X� it N, c� 0 X, 2 c iiiiii, x QUADRANT 11TH PLACE SOUTH AND SOUTH 320TH STREET, ELEVATION C.G TOP OF CAP qF? Jo x x 441.774 12 u it 35 1 57 T OF lob R K :X� A 4:1 it LIGHT STAN N.W. BASEBOL 4 7XIS 10' WIDE UNDERGROUND x 5.91 titt, IfARD tK tK _C �: D I IF F - -- ----- E. S LOT 2 AS SHOWN CONTAINS 318v883 SQUARE FEET, MORE OR LESS. .......... :X t.: x.i* A 9.55 ELEC. ESMT. PER REC, V) -LIGHT OLE,,,(TYP) AREAS: 54,98 X). ELEVATION 445. 00 0 lb P L EXI$T. tK - �b, t3l(c)l HIMr=4 8 X ECC NCT, A #7710310855 lip L 9 71 tK �pl 19* LOT 3 AS SHOWN CONTAINS 89,565 SQUARE FEET, MORE OR LESS. K�' it Rx i: i i tK x: E� rd ArO tK �X.X.X A4 1, Ix Xx: :,:X:: V) tK7 X., 'RIM=438. 9 LOT 4 AS SHOW I- C X:, A:� 74 CONTAINS 25,362 SQUARE FEET, MORE OR LESS. RH V) zz z/. tc u_. X9i, 0 PARKING SPACE COUNT (LOTS 2,3 AND 4): 6" CG' + V% V) ..... PARKING SPACES TOTAL 482 INCLUDING 12 HANDICAP ACCESSIBLE SPACES. 3 00 00 :RI 38.5T (6" P VC t, 71 V) x x cn LO vi CL N43 10' WIDE UNDERGROUND 0-) SUBSTRUCTURES: CL EXIST. CB + _cL 5 9b BURIED U11LIlIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED x _F BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE __j - I LJ C/) ... RIM=437.83 ELEC. ESM I. PFR REC. 1. 436.81 x r f �,,`R I P 4 L E. 4 3 4.7 3 STAS CuFFEE : FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. ST. SD MH #7702090512 NE-STORT CONC. BLDG. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO (8" IRON C. RI 4=438.12 0 tK 10 F.F. ELICV.=439.02 .=435 4)" P VC I N) /A DESIGN CONTACT THE UTILITY OWNER GENCY. FT. + A 4� AREA=3,147 SQ. YE .52 + =433.97 8 OU ^nONS/FI1BER OP11C DISCLAIMER: C + r,9)- TELECOMMUNICA 8 0 CO x LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT M E nil OUND TELECOMMUNICATIONS AND/OR FIBER OP11C iii:i 2� C �K' x MANY COMPANIES, IN THE COURSE OF THIS EXIST. C.O. 4 47 8" CON C. E 'ENT R H, SURVEYo WHICH COULD HAVE UNDERGROUND LINES WTHIN A x 50 b S D5 v D, S *`IBER OP11C LINES E GROUND TELECOMMUNICATIONS' it PONSIBILITY FOR THE R 3%5 RIM=438.32 -Y PLA c AN EXIST. CB TYPE 1. x x �0 N u. tz vy MICH ARE NOT MADE PUBLIC RECORD WITH THE LbCAL JURISDICTION. AS RETUR Yp N (T 201,u RIM=435.48 ALWAYS, CALL 1 rol 0 S A I.E.=432.73 (6)) IRON IN) �xj R M=43 ITI� E\AA-S T -800-424-5555 BEFORE CONSTRUCTION. 'C> r L Ix INTER k N �TT �AP tx r\ r� tt-� OtK �R CURB '0 C UTILITY PROVIDERS: PL x 10 I.E.=432.33 (12" IRON IN) iiiiiii:K_11�K X ..... x x IST. S S G. 4 L) c TO-, WI D E UNDER(,`�:`: 1. E. 432 T SANITARY SEWERS .23 (12" IRON OUT) UK ,E c. LAKEHAVEN SEWER DISTRICT TELEPHONE --------- ... ....... ELEC. ESM'T. RIM=43§�8W' .......... t�O K 7 -0 31623 1ST AVENUE SOUTH OWE .......... Z02090512., tK' FEDERAL WAY, WA 98003 PO BOX 625001 C C .6 E F: LITTLETON, CO 80162 tK' C U '6 tK FEDERAL WAY, WA 98063 (800) 526-3557 --END 6' CHAIN (253) 942-1516 tK c X -Cf E I POWER FAX (253) 529-4081 436 A EXIST. 3 T�O C. 355 11 OTH AVENUE NE CITY OF FEDERAL WAY A 6 V) V) R I M 4 3 6."4 2-,, r"' --, BELLEVUE, WA 98004 F (n co CL CL T 1. E. 5 2 (4" PVG�, I N) 'EXIST. CB TYPE 1. EC� -2000 (206) 425 �T "fo uu 1\ lo RIM=434.45 WATER MANAGEMENT (888) 225-5773 0) 0 '4 ON IN 4 3 4.1`� 1 434.12 N ou'l 00 tK' cb1b x r lo 1. E. 432. 00 1 12" CMP IN) FEDERAL WAY, WA 98003 EXIST. C13 x tx* x CO vi V) �6 CON.E.=432.00 12" CMP OUT) (253) 661 -4131 RIM=435.43 x Q� tX- �K' 661 OIL ABSORPTION PILLOW FAX (25 -4085 z INSTALLED 00 tK WATER C. TACOMA PUBLIC UTILITIES I I^Lj-r CL 1,1�,,P91E WATER DIVISION V) 1� CON PO BOX 11007 �x "`RIM=435.45 % tK� Lr) OKEXTST. CB TYPE 1. 77 > M P (253) 502 V) -8247 TACOMA, WA 98411 OU T) �N ART RETURN A R T R,,ETU R I.E.==432.,35 (12)) C tK A R:(:� aT", tK"; FAX (253) 502-8694 0- x x �K 'T tw" x x x c)) t 00 .v vi W _:ER4_NE- EASEMENT A EXIST. CB ITYPE I REC� NO. 9902191064- BENCHM R I W= 2. 9P ARK x TOP OF N.W. BASEBOLT V) -EMS-T.-08 TYPE I V) P C. 9 I.E.=49 OF LIGHT STANDARD S E-X [S-T� CB TYPE I QVIP 0' T) L R M=432.63 CL C. 4 -0.43 (12' CMP u� ELEVATION 434-12 OUT) R I M =4t3 3 -01 tw� v I r 4-p 0. 71 (12 CMP 0 N x 00 W TER ESM 00 E x 0T. CE3 TYPE I A V% x N 740Q?504k x x kM=432.70 CL x 00 -PER EC. OWN, 3405 -PLANTER W/CART x 00 tK) (tR' CMP I-N) r\ 6 8 T" A-' 1. E. 430.50 RETURN (T D fro- tK.' r jf =430.50x�12 CMP v% t+ r ... _T I E OUT) L 163*28' PL'S 34 1 L ABSORPTION PILLOW 10 J4 0 �K' V �K JN C __x E ry x .. . .... .... UKAI' ...... N AtG4" W EXIST. VK AGE N C T. I h I). c CR ow, 4tX RIM=434.35 x ESM T PER RECORWD x ESM'T PER RECORffEb' x x x x :b CON x 1K I.E.=427.15 Oj� C m P IN) C $ tK PLAT. C PLAT. '6 1. E. 4 2 6.8 5<'�(l 8 CMP IN) L .4;, x A 0 N __x CO'"C. COLUMN YP) T) 1. E. 426.75 (18" CMP OU . ........ ........... q C :, -, `�> , "), , , ( ,, 777 TR E LINE� EXIST, CB TYPIE I ......... RIM=432.74 V% tK OVERHA OVERHANG SD MH EXIST. CB TYPE 1 EXIST. CB TYPE I tx tI.E.=428.35 �12 CM 'OK RIM=434.55 RIM=434.82 RIM=432.71 1`0 'CON P IN) tK k, I.E.=429.92 (12" CMP IN) tK VK'U I.E.=430.01 (12" CMP IN) C. I.E.=427.95 18p* CMP IN) I.E.=429.92 (18" Cmp OUT I.E.=430.01 (12" CMP 4 1. E. = 427.6 5 18" CmP OUT) x __j < Lo b, c� 0 10 CON ItK C. W x -7 00 W EXIST. SID MH 9> b IN RIM=433.30 '10 CON A -4 0 I.E.=427.76 12" C M P N 35.86 \3 r I.E.=426.56" (48" CMPI Owj. z IK� x LIJ x EXIST. CB TYPE 1 HT R E TU R ONE-'TORY CONC. BLDG,, P GUARD RAIL (TYP) W U" v LET 4`5*00 RIM=433.43 x CON I.E.=430.9 (12" CMP TRAP-: CL tK )E� -1 A3 A01 6 9 S*4 AR "A B`* "ILD IN' A tK' c x BOTTOM Z tK `IV. 4 2 4.2 8" E. C. C. OF VAULT 419.7 EXIST. CB TYPE 11 z 10' WIDE UNDERGROUND u RIM=434-29 V) 424.4 ELEC. ESM1T. PER REC. cp 'CON A(V Ld I.E.=427.9 (8" CONC. IN) 0 1:2 CM P EXIST. CB TYPE I > #7702090512 RIM=430.82 I.E.=427.2 (12') CMP IN) ..... (0 z E I 11E.,TFEN TION VA I.E.=42"/.2 (12" CMP OUT) LO EX I ST. IE=428.4 EXI SS MH tK tK N 12" IP, 'FRAP ADDED (W.) 6 "IP TRAP ADDED RIM RIM=434.90 t. K z EXIST. SS MH x x tx f A '56 :-2 -10 CH Al Z�. = i, RIM=434.90 I '171 W 1. E TRANSFORMER 0 .80 OUT N -IA ELECTRIC CTR 4 684 V) PLAT. 1. E. �B P -1 u N 10' WIDE UNDERGROUND =42 C EXIST. SS MH 0 LINK FENCE E 1. E c ull /-' EXIST. SS C.O. 2" Pvc V A RIM=434.86 I.E.=426.84 8 V 0 ELECTRICAL JUNCTION BO N'C. RET. WALL C. ELEC. ESM'T. PER REC. OOF DRAIN I.E.=428.41 8 PVC IN OTTOM., OF, RIM=433.41 SD C. 0. WALL M 0 NTED I.E.=427.76 #7702090512 4 3 6.5. � I ";;, ii DN. 4.6 8 Pvc T) 18" CONC. CURB (N. SIDE*) P. 1. V. VAULT 42.0,.-a TT NS. '00 L �p EXIST. SS MH tKj <' tK V) c........... ... ........ U L T 6, U RIM=434.07 I.E.=422.29 k8 PV OWE R CART R' ............ it> PVC x 0.76 tKS 4 ri TYPE '�K I ST. SS 0 r -51.56 S" v ULT tK 1"RE, \4 H. 43 A 1 1. E. A N 9��pu P N K, G A S j... IW=434-01 ON -x RIM=432. ER T 6 �K DO CONC. WXTER 18 Nk; T, U FOOTING C PL'S I t., tK ------ ---- - - )0 EXIST. E. 43079 -RtM-= 434-.85 ttK tK' tK RIM=434.06 ,C ;,E,XI'S-T S �b -T .7 EXIST. SS MH I.E 28.36 tM m444-rb21- P-! 1. E. 42 4.01 (8' PVC JUT,, ...... ..... ...... .... ...... . ...... N SID MH RIM=433.82 I.E.=425.07 12 CIv1P IN) 1. E. 425-42 48" CMP IN) I.E,=425.07 (1211 CMP OUT) I.E.=430.37 TOP/RISER A A VA p W, -7�,V IV 11, . ..... RM *I 'S B TYP E 1 r CONC. IM=432.16 �;;;I` 07 ", 1 DEC PL X1 T�PE' 1". 1 N ESEMENT v 42 9.1 �24 CjvIP W\ 11 4,5426 LOADING ON 9219,4064 Uaft +? RE07. 8 E. C# # �r � R� f I.E.=4 .0 (2411CMP S) r =432*11 (8*p IRON IN) o D 1')rk 4.n x x -E EASEMENT i yy 0 WATE N *E.=43G.36 (24" CMP OU E -DR . AIN PZ]M=433.38' STORM REC. NO. 9902191064 _WIII`M1VwA�AmWwAK!wAMW1!111 m 00 Off W OZRAZA IF Iff W m IF OF JEFFREY J. McMANUS. P.L.S. NO. 28072 ryL..L- 00-1*1 f,j Lr) Lj_ Lo UO3) W CyL.A- _40 CL CL Ld ::E ^_00 Z S.v&- 0- >_ Li Lu CK c > 0 F- LL_ Ld I-) 0 a 0 U. CL < 0 V) drawn by c ec e y m Jjm c date DATE THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE job no. W! TH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. 2 0 0 710 3. 0 0 sheet of 1 4{ v: 4 l° S.T 411 �5, DESIGN CRITERIA LIST PERMIT JURISDICTION: CITY OF FEDERAL WAY 253-661-4000 BUILDING CODE: INTERNATIONAL BUILDING CODE 2003 ED., MECHANICAL CODE.- INTERNATIONAL MECHANICAL CODE 2003 ED. PLUMBING CODE: UNIFORM PLUMBING CODE 2003 EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2002 EDITION FIRE CODE: INTERNATIONAL FIRE CODE ACCESSIBILITY: WASE-IINGTON STATE REGULATIONS 1998 ZONING CODE: FEDERAL WAY CITY CODE (FWC) WASHINGTON STATE ENERGY CODE' WASHINGTON STATE VENTILATION INDOOR AIR QUALITY CODE ft "G INFORMATION -PARKIN REQUIRED TOTAL PARKING @ SAFEWAY DEVELOPMENT PER FEDERAL WAY Parking Requirements Existing Building Gross Floor Areas Safeway Shopping Ar(,)(-]: 113,584 Sq. Ft. 7a7,",v1v1,,,37 Store Parking Requjreme,r�,t'1_-, , 300 Per Federal Way Municipal Code 1161731 / 300 = 389.1 389.1 Required Store Parking Existing Store Parking Customer parking 469 Regular Stalls 10 Handicap Stalls 479 Total Parking Stalls Proposed Building Gross Floor Areas Safeway Fuel Center Kiosk: 464 Sq. Ft Proposed Safeway Store Parking (after fuel pad); Existing Store Parking 479 Parking Lost for Fuel Pad 64 Re Proposed Store Parking 415 415 Proposed Store Parking Proposed Fuel Parking Requirements-, 1 / 300 Per Federal Way Municipal Code 1,010 / 300 = 3.4 round up to 4 Stalls Fuel Parking Provided; 5 Stalls + 1 HC Stall — 6 total exceeds the 4 required 12 Fueling Positions @ Fueling Dispensers LANDSCAPE INFORMATION, REQUIRED LANDSCAPING PER CITY OF FEDERAL WAY 5' AT ALL PROPERTY LINES PLUS ADDITIONAL DEPTH OR DENSITY AT PARKING ALONG STREETS 6' SCREEN SEPARATING DRIVE—THRU LANE FROM PARKING 22 S. FT. PER PARKING STALL AT INTERIOR GENERAL NOTES AR ARCHITECT GC GENERAL CONTRACTORS R = RETAILER 0 OTHERS 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS TO PERFORM THE WORK AS INDICATED IN THESE PLANS. CONTRACTOR TO VISIT THE SITE TO VERIFY ALL CONDITIONS THAT MAY AFFECT THE PROJECT. 2. THE ARCHITECT WILL BE RESPONSIBLE TO DELIVER THE PFRMIT READY DRAWINGS FOR THE SITE, BUILDING & CANOPY. SEPARATE PERMITS WILL BE OBTAINED FOR DISPENSING & TANKS. THE GC WILL BE RESPONSIBLE TO OBTAIN MECHANICAL AND ELECTRICAL PERMITS. THE SIGN PERMIT WILL BE SUPPLIED BY OTHERS, THE GC WILL BE RESPONSIBLE FOR NOTIFYING THE OWNER OF COSTS FOR ALL PERMITS. THE OWNER WILL PURCHASE ALL OF "I"IdE PERMITS. 3. CLEAN—UP DEBRIS AND HAUL AWAY ON A CONTINUOUS BASIS, INCLUDING ALL REMOVED PAVING AND EXCAVATED SOIL. 4. ALL BIDS SHALL BE SUBMITTED ON SAFEWAY BIDFORM. SUBMIT SEPARATE LETTER WITH COMPLETE SCHEDULING, BID BREAKDOWN, AND SUBCONTRACTORS LIST INCLUDED. 5. ALL PETROLEUM RELATED EXCAVATION TO HAVE NEW PEA GRAVEL BACKFILL. DO NOT REPLACE OR REUSE EXIST. FILL MATERIALS. 6. G.C. IS RESPONSIBLE FOR ANY DAMAGE (ABOVE OR BELOW GRADE) TO THIS FACILITY, DURING CONSTRUCTION. 7. G.C. TO WARRANTY ALL WORK AND MATERIAL FOR 1 YEA, FROM COMPLETION OF PROJECT. 8. IN GENERAL, USE NEW RIGID CONDUIT FOR ALL NEW CIRC()ITING. 9. ALL WORK TO BE IN ACCORDANCE W/ ALL APPLICABLE CODES AND PER LOCAL REQUIREMENTS. NOTE: VERIFY HEALTH DEPARTMENT INSPECTION SCHEDULES AND REQUIREMENTS AS PART OF CONSTRUCTION SCHEDULE. 10. SIGNAGE CONTRACTOR RESPONSIBLE FOR PROVIDING SHOP DRAWINGS TO OWNER, AND CITY FOR APPROVAL PRIOR T(1) FABRICATION A%NF) !NSTl�.l-l'�Tl,I,�, S'11,CI`,JS, UNDER SEPARAIE CONTRACT TO INCLUDE THE BUILDING SIGNS, CANOPY SIGNS, MONUMENT SIGNS AND POLE SIGNS. 11. GC TO PROVIDE DUMPSTER, PORT---A—POTTY, ADDITIONAL 1-1ARD HATS, SECURITY FENCING AND BARRICADES DURING ALL CONSTRUCTION PHASES. 12. METHOD OF HANDLING CHANGE ORDERS: ANY CHANGES T'O THE SCOPE OF THIS CONTRACT PROPOSAL WHICH WAS NOT INIIIACATED IN THE CONTRACTORS ORIGINAL BID PROPOSAL OR WHICH REQUIRED REIMBURSEMENT TO THE CONTRACTOR BY OWNFR MUST: A. BE SUBMITTED BY THE GENERAL CONTRACTOR IN WRI'1_ING TO ARCHITECT AND BE OF SUFFICIENT DETAIL TO JUSTIFY ALL COSTS WITHIN THREE (3) DAYS OF NOTIFICATION OF A CHANGE IN THE SCOPE OF WORK. FAILURE BY THE CONTRACTOR TO COMPLY WITH REQUIREMENTS WILL BE VIEWED BY OWNER/ARCHITECT AS A NON —REIMBURSEMENT CHANCE IN THE SCOPE OF THE WORK AND WILL NOT, UNDER ANY CIRCUMSTANCES, BE OBLIGATED TO REIMBURSE CONTRACTOR FOR ANY ADDITIONAL COSTS WHICH MAY HAVE BEEN INCURRED TO COMPLETE THE CHANGE IN THE SCOPE OF WORK. B. BE APPROVED BY ARCHITECT IN WRITING OR VERBALL_Y APPROVED BY AN AUTHORIZED ARCHITECT/OWNER REPRESENTATIVE WITH WRITTEN APPROVAL TO IMMEDIATELY FOLLOW PRIOR TO CONTRACTOR COMMENCING WITH ANY WORK REQUIRED BY A CHANCE ORDER. THE FINAL ACCEPTANCE SHALL BE BY OWNER. 13. WHEN THE CONTRACTOR BELIEVES THAT ALL CONTRACTUAL WORK IS COMPLETED ON THIS PROJECT, THEY SHALL SO NOTIFY THE OWNERS REP. IN WRITING AND THE OWNERS REP. SHALL RESPOND PROMPTLY WITH ACCEPTANCE OR A SPECIFIC LISTING OF DEFICIENCIES. CONTRACTUAL WORK SHALL BE DEEMED COMPLETE TO A DEGREE SUFFICIENT TO PERMIT OWNER TO COMMENCE INITIAL OPERATION. GC SHALL INCLUDE ISSUANCE TO OWNER BY THE CITY OF VALID "CERTIFICATE OF OCCUPANCY." PAY ALL PAST & CURRENT UTILITY CHARGES. THEN TRANSFER ALL FUTURE UTILITY CHARGES TO: NASC, SAFEWAY UTILITIES WITH STORE # TO: P.O. BOX 29097, PHOENIX, ARIZONA 85038-9097 1. SIGN PERMITTING AND INSTALLATION. GC TO PROVIDE Et-l'.11ICTRICAL CONNECTIONS AND STRUCTURAL SUPPORT (BRACING AM-') FOUNDATIONS) AND SHALL COORDINATE SCHEDULE WITH SIGN CONTRACTOR. 2. OWNER AND OTHERS WILL FURNISH EQUIPMENT AS INDICATED ON PLANS. GC TO INSTALL AS NOTED. 3. AN ENVIRONMENTAL ASSESSMENT AND REMEDIATION OF CONTAMINATED SOILS, GROUND WATER ETC. ASSOCIATED WITH THIS PROJECTHAS BEEN PREPARED BY EPI. NOTIFY EPI'S THOM MORIN @ (425) 889-4747 BEFORE PROJECT START UP. MIS ZONING: CF (CITY CENTER — FRAME) PROPOSED LAND USE IS ALLOWED PROCESS Ill APPROVAL IS REQUIRED OCCUPANCY GROUP & KIOSK—M (MERCANTILE) PER 309.1 IBC CANOPY—M (MERCNANTILE) PER 309.1 IBC CONSTRUCTION TYPE: KIOSK— TYPE V PER 406.5.1 IBC CANOPY — TYPE IV PER 406.5.2 IBC SITE AREA: APPROX. 29,500 S. FT. ALLOWABLE AREA: KIOSK — 14,000 SQ FT (PER TABLE 503 CANOPY — 20,500 SQ FT IBC) ALLOWABLE HEIGHT: KIOSK — 3 STORIES OR 50' (PER TABLE 503 CANOPY 4 STORIES OR 65' IBC) PROPOSED AREA: KIOSK = 1,010 SQUARE FEET NO INCREASE CANOPY = ,064 SQUARE FEET REQUIRED PROPOSED HEIGHT: KIOSK 23P-7-1/2") NO INCREASE CANOPY 18'-10" REQUIRED OCCUPANT LOAD PER TABLE 1004.1.2 IBC TOTAL AREA: SQUARE LOAD OCCUPANTS FEET FACTOR M —CANOPY N/A N/A = N/A M — KIOSK 1010 60 = 16.8 111*11F.211 S-0" ENTRACE / EXIT DOORS MEET THE REQUIRE# EGRESS WIDTH PER SECTION 1005.1 OF THE IBC. 5. . . . . . . . . .... LOT 2 AND 3, CENTURY, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 104 OF PLATS, PACE 68, IN KING COUNTY, WASHINGTON. SEE EXISTING SURVEY FOR TITLE REPORT SCHEDULE B EXCEPTIONS. VICIaNMITY M AA, P SCALE: NTS .. .. ........ PR-0 J_E_CT DIRECTORY OWNER: (local) SAFEWAY STORES INC. 1121 124TH STREET NE BELLEVUE',",, WA 98005 TEL(425) 637-2213 FAX: (425) 455-6530 CONTACT: DOUGLAS LIVINGSTON ARCHETEC"I".- STANTEC ARCHITECTURE, INC. 12034 134TH CT NE SUITE 102 "I'll: (425) 298.1000 FAX- �425) 2G'3', 'f 011; G CONTACT: CARL R. NELSON CIVIL: SOUND CONSULTANTS, LLC. 10509 NE 120TH PLACE KIRKLAND, WA 98034 TEL: (425) 765-5053 FAX: (425) 823-5313 CONTACT: JAMES V. HARRISON LANDSCAPE: JAY A. MAGRUDER 18 WEST FULTON SEATTLE, WASHINGTON, 98119 TEL: (206) 284-9652 FAX: (206) 284-9652 CONTACT: JAY MAGRUDER STRUCTURAL: (KIOSK ONLY). DIBBLE ENGINEERS, INC. 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 PHONE 425-883-1900 FAX 425-497-1921 CONTACT: ROBB A DIBBLE, PE (CANOPY ONLY BESTWORTH ROMMEL, INC. 19818 74TH AVE NE ARLINGTON, WA 98223 PHONE (360)--435--2927 FAX (360)-435-3617 CONTACT- CHRIS GALLAGHER MECH/PLUMB: ABOSSEIN ENGINEERING CORP. ELECTRICAL: 1844 114TH AVENUE N.E. BELLEVUE, WASHINGTON 98005-4 TEL: (425) 462-9441 FAX: (425) 462-9451 CONTACT-. GARY WOMACK SIGNAGE C.S. SIGN CORPORATION CONSULTING: 2103 NW 96th SE. SEATTLE, WA 98117 TEL: (206) 949-7050 FAX: (206) 783-5401 CONTACT: CHRISTIAN SOLTENDIECK INTERIOR IN STORE SERVICE CONSULTANT 625 S&U'TH LAI,�DER SIEIA-T6Wk82313434 FAX: (206) 682-7805 CONTACT: JEFF GRAM )WNER: 00/00/00 )EG. AGENCIES 00/00/00 ). T. B.: 00/00/00 )RAWN 'HECKED BY: CN/D\A )ATE: 1 /1 n_ V I Li CN Lij 0 Q:� 1— C/) 0 00 0-) LO LLJ 0 z 0 < 0 00 L.1i OF) 0 OQQ� v) L-i Lij _j LLJ ch� D > 0 (f) < LY < LLJ LLI LIJ�WN—j LLJ D 0 0 LLJ LL_ __j LLJ M CL LLJ SHEET NO. COMP033[ITE RMTE PLAN SC LE 1 : 40 INNE OWNER.- 00/00/00 REG. AGENCIES 0q/00/00 0. T. B.: 00/00/00 DRAWN ICHECKED BY: CN/Dw ATE: 11/01/10 IF A ftecture Inc. rchi 12034 134th Court NE Ste 102;1 iRedmond, Wa, 98052 �www.stantec.com 425.298.1000 Fax. 425.298.1019 UJ c) �zzo Li Ln 0 < V) 00 > > 0 < < C = < JI_ N Lij V) 0 1— > o�< LLJ cy- Q rc_� Q Lij c() N L-,Lj J CD 0 LLj LLJ (0:-:) LLJ m O_j Lj_J > 0- C) SHEET TITLE COMPOSITE SITE PLAN 1L JOB NO: 1836019003 SHEET O. RES FE, p p I 111,11111,11lig i (�_])F FEDi: Rf`�L IN, D C, s 0 IFO C( Izz { 4 a i 1 r to y w, �w # #Wow ,y w i, I dab Jill # - ------- - --....... .».,- ----------- - ..r Z"\ oommm"m >• ...«- , # # # # # # # # # # �i M.... _,,. _._.,.._ rr ' „n�„w'• � w.M,www •1•nw++iw w++s+M,r, wwwrr�r+. .� NINA= wom saw= loom "Mm 2"Noom Imam 410881" too" mom" no mom awwom" 777 d pa § µ'e 1 \l, i -. 7 KMV �?)UQH n f 0 Lo ,K QD vm$ 0 [EE 10* _ si 1� ?j //S,� ..'fi!r''��C„�,..,L�.u'?f,._�,...�+«..C~��°`..,»,.,Y ,.—w,.,.. i'rr✓�.111 �. a 1 *'1 } tt s 1 9 El mow,, i x t N q 1 Y r� 4 ALL PiORKM► 15E INSTALLED AND FURNISHED E3Y 6ENERAL CONTRACTOR DIV 2: SITE WORK 0.0 TO COO, CONSTRUCTION MOP, OR REP LOCATION OF TRENCHINO ORCOMMUNICATION FROM K105K TO COMMUNICATION LINE SOURCE. REPLACE SANOUTTEP PAVEMENT VUE TO TRENCHIN6 TO MATCH EXISTINO. NOTE TO GC: R ro EXIST. CONDITIONS AND STRUCTURES THAT REGUIRE VEMOLITION I' NOT I .." I► !' ON THESE 5AFEV4A"'r CONSTRUCTION PROJECT MANAOER TO VERIFY SCOPE OF V40RK LIMITS "�'�h+'�➢E�iCgr,�g)s§r'" ,yu�t„*,t���j'k,�V�,3�,�,sdpikrd4�i �« �1��lyg,,y4�k'r)4 iii ts'Fp'4n„�yy�C'v,'�Prtrt���3}A�i �„dt t, Y h t „ d § 4J r s � ➢ ? « r°. r wsf" , u �i szt d a �l h. ryry (i a,?*E &, qF lF, a(, P k 3 MIN .N 10"Zk: i J v� dt f , AA Ar ■r } 4 OWNER. 00/00/00 REG. AGENCIES 00 00 00; 11 1 i 1 Y. JL ,,CHECKED BY: VT «� DATE:DRAWN J /l/11 r I/Ills► � t a� Ip Architecture Inc. p k ao d 0 1 r, } 4. ,..,. 7 t s compo;,:RNTIE PAN ED Sff'[E i v v <d. ..3.a•..�,cu., .,., , w„�«dd ,a::«„3�}, u, .,t o. .1 svMW, u.., �a,:d :«,�v.,era, t, v., u,L :.tea x1.««.«-�wwa. kkdt+.:s, ,.„;A,,,,. a�,.a\,c>r. wsu,aada,�,u�.s,A.,.m,.,�«... ,a«yxac,,.., YJ,.,M ,a .�dw.r<U,�m«ula mt +e'f ur ,u � a P �„on� CITY OF FED8FZ L ,. °a i f • III MMM-i Ma OWNER: 00/00/00 5N'EG. AGENCIES 00/00/00 f. T. B.: 00/00/00 FRAWN BY.- JL CHECKED BY: VT l,',,ATE-4 4/l/11 !741 lift Architecture Inc. '��--")'AFEWAY STORE 999 LLJ 0 � 0 00 0-) Ln Z 0 0 �I(nW0-)0 00< > 0 N > < < Cn < Li LIJ 0 LLJ < v) ED a- LLJ (J� L-J o 0 LLJ N LLJ o Cl-' N �> LLJ CL C) SHEET TITLE DIMENSION '6�01TE PLAN SHEETNO. A1�3 mom SOUTH ELEVATI ON ..... .... ... .... ... ... 1/4 =1 -o 1/4$$ = l$_o$s BEYOND BEYOND 77 I j Y E IL LL :12 j At 7 3'" _01 A A3-�e sl M. 2- . 4W A 3 .. .... ... ... ...... . . P0 ............. ...... ... t. & 8 .55 ' c 1/41' PER FOOT SLOPE AWAY FROM ENTRY 5 0% 441.68 F.F. 1/4" PER FOOT SLOPE AWAY FROM ENTRY `U � A3- �A3-1� 5 o op FUTURE PROP. QI M. FACE OF WALL LINE AFTER ROW TO FACE OF PL @ S 320TH ST EAST ELEVATION _1/4-7-7- 1 7__ 0 VVCJ I CLC V /--1 I I VIV ---- --- - --- I/4 =1 -0 KEY NOTES O ITEM FURN. IN GC = GENERAL CONTRACTOR O=OTHER NO: BY: BY: N.I.C. = NOT IN CONTRACT SW=SAFEWAY V-VENDER 1. GC GC STUCCO 'PORTLAND CEMENT PLASTER SYSTEM PAINT PER P-1. 2. GC GC PRE -CAST CONCRETE SILL - SEE DETAIL 7/A3-2. PAINT PER P-5. 3. GC GC 4x8x16 SMOOTH --FACE CONCRETE MASONRY UNITS. PAINT PER P-3. 4. cc cc GALVANIZED SHEET METAL CAP FLASHING, PAINT PER P-4. 5. GC GC PROVIDE HOSE BIB PER PLUMBING DRAWINGS. 6. GC GC ROOF TOP HEAT PUMP - SET ON ROOF CURB PER MANUFACTURER. SEE ROOF PLAN AND MECHANICAL SHEET FOR ADDITIONAL INFORMATION. PAINT PER P-1. 7. cc cc ALUMINUM BLINDS. 8. GC GC YOKE MOUNTED PROJECTOR (NANO PYROS FLOOD) 9. GC GC CEMENT PLASTER COATED FOAM SHAPE COPING, PAINT PER P-4. 10. GC GC ALUMINUM AND GLASS STOREFRONT SYSTEM, PAINT PER P-2. 11. GC GC ASPHALT PAVING - SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 12. CC GC LINE OF ROOF BEHIND PARAPET - SLOPE TO DRAIN SEE ROOF PLAN. 13. GC GC BUILT-UP STEEL HEADER -SEE STRUCTURAL 14. GC GC 1 VEAL PER STUCCO MANUFACTURER'S STANDARD REQUIREMENTS. 15. CC GC EMERGENCY PUMP SHUTOFF - SEE FUELING AND ! 1�,; 1%, A,, 1, �;- 4 LL� , ��,T-i-,LiS FOR ADDITIONAL INFORMATION, LOCATE PER LOCAL CODE. 16. GC GC STRUCTURAL MEMBER(S) - SEE STRUCTURAL DWGS. 17. GC GC TWO 1 CONDUITS FROM POS TO BACK ROOM BACKER BOARD. 18. SW V ROOF TOP CONDENSER - SET ON CURB PER MANF. 19. GC GC ELECTRICAL METER BOX - RECESS MOUNT IN WALL ---- SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 20. GC GC MIN. 3 RIGID INSULATION (R---21)-- SLOPE TO DRAIN. 21. GC GC METAL ROOF JOISTS - SEE STRUCTURAL DRAWINGS. 22. GC GC PROVIDE J-BOX FOR FUTURE EQUIPMENT - SEE ELECTRICAL DRAWINGS. 23� GC GC GYPSUM BOARD. RUN 6 Pi ABOVE SUSPENDED CEILING GRID. 24 GC GC SUSPENDED CEILING GRID. SEE DETAIL 4/A3-3 FOR MORE INFORMATION. 25 GC GC ROOF DRAIN AND LEADER LINE - CONNECT TO ON SITE STORM DRAIN SYSTEM. DAYLIGHT OVER FLOW AS SHOWN ON ELEVATIONS. 26 GC GC ROOF ACCESS. 271 GC GC "COW TONGUE" DAYLIGHT DOWNSPOUT - PROTRUDE 2" BEYOND FACE OF BUILDING. 28 GC GC METAL STUD WALL WITH SPLIT -FACE CMU. 29. GC GC ROOF JOIST, PROVIDE DBL, JOIST BELOW MECH. PLATFORM AS NECESSARY. SEE STRUCTURAL PLAN. 30, GC GC CONCRETE FLOOR SLAB AND BASE COURSE PER STRUCTURAL DRAWINGS. 31.i: CC GC FOOTING AND CONTINUOUS PERFORATED DRAIN TILE. 32. GC GC INTERIOR METAL STUD PARTITION WITH GYPSUM BOARD PER ROOM FINISH SCHEDULE. 33. GC GC ROOF TOP RESTROOM EXHAUST VENT - SET ON ROOF CURB PER MANUFACTURER. SEE ROOF PLAN AND MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. PAINT TO MATCH E.I.F.S. 34. GC GC CT CAN -RECESS MOUNT IN WALL. SIZE PER UTILITY CO. -SEE ELECTRICAL FOR MORE INFORMATION 35. GC GC EXTERIOR WALL MOUNT LIGHT SCONCE -SEE ELECTRICAL FOR MORE INFORMATION. 36. GC GC R-19 BATT INSULATION PER SPECIFICATIONS 37. GC GC METAL AWNING ABOVE ENTRY, SEE STRUCTURAL. 38. GC GC 6 2) PVC CONDUIT FOR SODA LINES - SEE FLOOR PLAN. 39. SW cc COORDINATE ALL SIGNAGE AND DECAL LOCATIONS WITH SAFEWAY PRIOR TO INSTALLATION. 40. CC GC SLOPE CONCRETE UP TO STORE FRONT ENTRANCE. SEE SLAB FOR ADDITIONAL INFORMATION. 41. GC GC CONCRETE SLAB UNDER CANOPY. SEE SITE PLANS FOR ADDITIONAL INFORMATION 42. GC GC SPANDREL GLAZING TO MATCH CMU COLOR "v", Wovod u I l f L *TE#H u 'BM' IS BENJAMIN MOORE P-1 STUCCO. COLOR) BENJAMIN MOORE 'BM' HC-83 P-2 ALUM. STOREFNT. SYS. COLOR) 'BM' BLACK 80 P-3 (SMOOTH FACE CONC. COLOR) 'GRANT BEIGE'. BM' HC-83 # P-4 (GALV. SHT. FLSH'G COLOR) 'GARGOYLE 'BM' 1546 - P b (PRE--GR CAST CONC. SILL COLOR) 'GRANT BEIGE' BM) HC-83 Of Z 00 0- AV,� SUBMITTAL DATES Vo- o ilWNER: 001bo t E G. AGENCIES 00/00/00 k.T.B.: 00/00/00 )RAWN BY: '."'NECKED BY: )ATE: CN/DW 11/01/10 SHEET NO. Baum Planning Set Lij ME m ZD V) V) V) LLJ 0- V) 0 < F-- 0- cr- > 0 UJ (n ui LJ.) m m LIJ LL- Ll- 0 LLJ C) < 04 SUBMITTAL DATES OWNER: 00/00/00 REG. AGENCIES 00/00/00M 00/00/001 DRAWN BY: CHECKED BY: CN/N DATE: 11 /01 /10 01 1 SHEET N a Planning Set LOCATION OF SAFEWAY SIGN AGE TO BE SUBMITTED BY OTHERS. r-% r"y r"ti r^r —% 0-% r- r% n 1%® I a J-% r— 9-% 1 1 A 1 i sn. s'"o I r r .% a ! s k I -i 'ATI 1 1'*'N'URTH ELE1V UN u s 32,,,UA*�TH ST.11,)i.—_ 1 =1 -0 1 d^# e% A T 1 e*% A i /1 r— fl A f""' f— \ . i A \ , e% 1 ,1 A i A d1 r— _r" /"% ITEM FURN. INST. GC= GENERAL CONTRACTOR O=OTHER NO: BY; BY: N.I.C. = NOT IN CONTRACT SW=AFEAY V--VENDER 1. GC GC TUBE STEEL COLUMN, SEE STRUCTURAL FOR MORE INFORMATION PAINT PER P--2 2. GC GC STEEL CHANNEL SUPPORT, .SEE STRUCTURAL FOR MORE INFORMATION. PAINT PER P--2® 3. GC GC 4. GC G 5. GC GC . SW GC 7. GC �� C 8• GC GC . GC PRE --CAST CONCRETE SILL --- SEE DETAIL %A3--2. PAINT PER P--5. 8X8x16 SMOOTH —FACE CONCRETE ETE MASONRY UNITS. PAINT PER P--3. GALVANIZED SHEET METAL CAP FLASHING, PAINT PER P--4. COORDINATE ALL SIGN AGE AND DECAL LOCATIONS WITH SAFEWY PRIOR TO INSTALLATION. PREFABRICATED METAL AWNING, SEE STRUCTURAL FOR MORE INFORMATION. PAINT PER P—. TRASH ENCLOSURE BEYOND. SEE SITE PLAN AND DETAILS INDICATED FOR MORE INFORMATION. PAINT PER P ---1. CONCRETE PEDESTAL / PEDESTRIAN BENCH. 'ErUULE L OR 'TE rH"� I OR uo E "'A 'BM' IS BENJAMIN MOORE P 1 STUCCO. COLOR) BENJAMIN MOORE 'BM' HC- 8:3 P--2 ( ALUM. STOREFNT. SYS. COLOR) 'BM' BLACK 80 P-3 (SMOOTH FAME CONC. COLOR) 'GRANT BEIGE' BM' HC83 P -4 (GALV. SHT. FLSH'G COLOR) 'GARGOYLE' 'BM' #1546 P-5 (PRE -MAST CONC. SILL COLOR) 'GRANT BEIGE' M' HC- 83 Mi V J V) w u 0 o F 0- t < tW cn UJ F-- w SUBMITTAL DATES y. 1 '. + - ,.. I G AGENCIES.. 1 ! i 11 )RAWN BY: ',HEC ED BY: /D )ATE: 11 /01 /10 ttl r� uj 0 .uj Lo , KDzzo i 7 a�( ,. 4 }Lai y +rLu Ljj Lij SHEET TITLE TRELLIS EXTERIORI�,'1'1,11111', ELEVATI''NS ; ;< SECTIONS SHEET NO. A5113 LLJ cif VI V) Uj u C)) 0 cy— CL 0 < LD F— v J CL LiJ v) 1.LLj LLJ m LLJ LL- LL- 0 C) LLJ F— (n OWNER: 00/00/00 REG. AGENCIES 00/00/00 O.T.B.: 00/00/00 DRAWN BY: CHECKED BY: CN/DW DATE: 11 /01 /10 nk< Architectu;rr, re Incl ---- — ---------------- ------- - - tl'*-.)**AFEWAY FUEL # 999 (�fl�r�rnnr�r� N.- N 11/1/10