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Permit PL17-0048 - PETERSONS 76 STATION - SEPA / CHECKLIST
PETERSONS 76 0003000113 Associated Files: PL17-0048, L17-0055 This File: L18-0009 VARIANCE/ZONING City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 14, 2018 NOTICE OF DECISION ZONING VARIANCE & DESIGN REVIEW TO: Duncan Wallace, PM Design Group Inc., Applicant Strander Family LLC, Property Owner Seattle City Light, Property Owner King County Department of Assessments This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Numbers: L17-0055 Design Review - Public Hearing L18-0009 Zoning Variance Applicant: Duncan Wallace, PM Design Group Inc. Type of Permit Applied for: Type 4 Design Review and Zoning Variance Permit Proiect Description: Design Review approval for development of a 10,021 sq. ft. two-story convenience store, drive -through coffee kiosk, six -island fueling station with associated fuel tanks. Zoning Variance approval to: 1) Consider the front yard setback from Interurban Ave S and second front yard setback from 48th Ave S as the proposed fueling station and existing truck fueling station are an integrated site with Seattle City Light parcel lying in between the subject site and Interurban Ave S; 2) Allow front yard landscaping to be installed on Seattle City Light property (parcel number 0003000032); 3) Allow the drive -through coffee kiosk in the front yard setback as long as it is minimum 25 feet away from the west property line of the SCL parcel (street edge of Interurban Ave), and set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Location: 13310 Interurban Ave S King County Parcels 0003000032, 0003000113, 0003000045 Associated Files: Zone Designation: E17-0011 SEPA Commercial/Light Industrial (C/LI) 2 II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non -Significance (DNS) on February 9, 2018. Decision on Zoning Variance Permit: The City Board of Architectural Review has determined that the Zoning Variance Permit does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to any conditions which are set forth in the Decision. Conditions: • If the agreement between Seattle City Light and Peterson's 76 expires and is not renewed, landscaping on SCL property and the drive -through coffee kiosk will need to be relocated to meet the landscape and setback requirements of the Tukwila Municipal Code at the time of expiration. Decision on Design Review: The City Board of Architectural Review has determined that the Design Review application does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to any conditions which are set forth in the Decision. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 calendar days of the issuance of this Decision, that is by March 29, 2018. The requirements for such appeals are set forth in Tukwila Municipal Code :18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 3 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Max Baker, who may be contacted at 206-431-3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Max Baker, Assistant Planner Department of Community Development City of Tukwila 4 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: PETERSON'S 76 STATION Project Number: PL17-0048 Associated File Number (s): L17-0055, E17-0011, L18-0009 Date Mailed: 2/9/18 Mailing requested by: MAX BAKER Mailer's signature: ❑ Board of AdJ'u e t Agenda Packet I: Notice of Application for g ❑ Board of Appeals Agenda Packet Shoreline Mgrnt Permit ❑ Determination of Non -Significance ❑ Notice of Decision ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance O Notice of Action ❑X Notice of Application Parties of Record: I Notice of Public Hearing Notice of Public Meeting ❑ Official Notice 0 Other: El Shoreline Mgmt Permit ❑ Short Subdivision Agenda AGENCY LABELS ❑ Clerk Office — Ana Le PUBLIC HEARINGS/MEETINGS need to go to Ana to include in Digital Records Center ❑ US Corps of Engineers ❑ Federal HWY Admin ❑ Federal Transit Admin, Region 10 ❑ Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ❑ US Environmental Protection Agency (E.P.A.) ❑ US Dept of HUD ❑ National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ❑ Office of Archaeology ❑ Transportation Department (WSDOT NW) ❑ Dept of Natural Resources ❑ Office of the Governor 0 WA State Department of Commerce (formerly Community Dev) 0 WA Fisheries & Wildlife, MillCreek Office ❑ WA Fisheries & Wildlife, Larry Fisher, 1775 12t Ave NW Ste 201, Issaquah WA 98027 ❑ Dept of Social & Health Services ❑ Dept of Ecology NW Regional Office, Shoreland Div. SHORELINE NOD REQUIRES RETURN RECEIPT ® Dept of Ecology, SEPA **Send Electronically ❑ Office of Attorney General ❑ Office of Hearing Examiner ❑ KC Boundary Review Board ❑ Fire District # 11 ❑ Fire District # 2 ❑ KC Wastewater Treatment Div ❑ KC Dept of Parks & Recreation ® KC Assessor's Office ❑ KC Watershed Coordination WRIA 9 Section 3 KING COUNTY AGENCIES ❑ Health Department ❑ Port of Seattle ® KC Dev & Environmental Services-SEPA Info Center ® KC Metro Transit Div-SEPA Official, Environmental Planning ❑ KC Dept of Natural Resources ❑ KC Dept of Natural Resources, Andy Levesque ❑ KC Public Library System ❑ Foster Library ❑ Renton Library ❑ Kent Library ❑ Seattle Library Section 4 SCHOOLS/LIBRARIES ❑ Westfield Mall Library ❑ Tukwila School District ❑ Highline School District 0 Seattle School District ❑ Renton School District ❑ Century Link ® Seattle City Light ❑ Puget Sound Energy ❑ Highline Water District ❑ Seattle Planning &Dev/Water Dept ❑ Comcast Section 5 UTILITIES ❑ BP Olympic Pipeline ❑ Val-Vue Sewer District ❑ Water District # 20 0 Water District # 125 ❑ City of Renton Public Works ❑ Bryn Mawr-Lakeridge Sewer/Water Dist ❑ Seattle Public Utilities ❑ Waste Management ❑ Cascade Water Alliance ❑ Tukwila City Departments ❑ Public Works ❑ Police ❑ Planning O Parks & Rec O City Clerk (PUBLIC HEARINGS/MEETINGS) ❑ Fire ❑ Finance ❑ Building ❑ Mayor Section 6 CITY AGENCIES ❑ Kent Planning Dept ['Renton Planning Dept ❑ City of SeaTac ❑ City of Burien ❑ City of Seattle ❑ Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER * send notice of all applications on Green/Duwamish River ❑ Duwamish River Clean Up Coalition * ❑ Muckleshoot Indian Tribe * ❑ Cultural Resources ❑ Fisheries Program ❑ Wildlife Program ❑ Duwamish Indian Tribe * ❑ People for Puget Sound * LOCAL AGENCIES ❑ Puget Sound Clean Air Agency ❑ Sound Transit/SEPA ❑ Puget Sound Regional Council 0 Washington Environmental Council ❑ Futurewise ❑ Puget SoundKeeper ❑ SW KC Chamber of Commerce ❑ Tukwila Historical Society** ** send notices for ail Tukwila projects which require public notice — via email to: tukwilahistsociety@tukwilahistory.orq and rcwiieser@comcast.net 0 Seattle Times Section 8 MEDIA ❑ Highline Times ❑ South County Journal ❑ City of Tukwila Website ParcelNum ToLine 3000116 DEM L L C 3000115 HIC I LLC 3000110 INTERURBAN 13038 LLC 3000112 JACK IN THE BOX 3000030 Occupant 3000045 Occupant 3000046 Occupant 3000106 Occupant 3000108 Occupant 3000110 Occupant 3000110 Occupant 3000110 Occupant 3000110 Occupant 3000113 Occupant 3000115 Occupant 4800013 Occupant 3000108 PACWEST ENERGY LLC 3000045 PETERSONS 4800013 PROLOGIS USLV 3000046 REALLAB LLC 3000032 SEATTLE CITY OF SCL 3000113 STRANDER FAMILY LLC I 3000053 WA STATE DOT AttnLine ATTN: MCDEVITT M D C/O KIDDER MATHEWS C/O EPROPERTY TAX DEPT 401 C/O PROLOGIS TAX COORDINATOR 700 5TH AVE STE 3200-AP R/E SERVICES M/S 118 AddrLine 13123 48TH AVE 5 PO BOX 700 1201 PACIFIC AVE #1400 PO BOX 4900 13050 48TH AVE S 13100 48TH AVE S 13001 48TH AVE S 13050 INTERURBAN AVE 5 13138 INTERURBAN AVE 5 13038 INTERURBAN AVE 5 110 13038 INTERURBAN AVE S 120 13038 INTERURBAN AVE S 130 13038 INTERURBAN AVE S 140 13310 INTERURBAN AVE S 13400 INTERURBAN AVE S 12855 48TH AVE S 3450 COMMERCIAL COURT 13310 INTRURBAN AVE S 60 STATE ST #2200 3213 W WHEELER ST PO BOX 34023 PO BOX 88636 PO BOX 330310 CityState SEATTLE WA MERCER ISLAND TACOMA WA SCOTTSDALE AZ TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA MERIDIAN ID TUKWILA WA BOSTON MA SEATTLE WA SEATTLE WA TUKWILA WA SEATTLE WA ZipCode AddrSource 98168 KCA Table 98040 KCA Table 98402 KCA Table 85261 KCA Table 98168 KC-AdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 KC-AdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 83642 KCA Table 98168 KCA Table 2109 KCA Table 98199 KCA Table 98124 KCA Table 98138 KCA Table 98133 KCA Table CRWAddresslD NA NA NA NA NA ADDR-05460 ADDR-05454 NA ADDR-05294 ADDR-05286 ADDR-05287 ADDR-05288 ADDR-05289 ADDR-12244 ADDR-05548 ADDR-05451 NA NA NA NA NA NA NA Petersons 76 Variance Narrative CRITERIA FOR ZONING CODE VARIANCE (TMC 18.72.020) r C JAN 31 2013 (1)The variance shall not constitute a grant of special privilege inconsistent with the limitatipn upon1uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located; The variance we are requesting is to identify Interurban Avenue as the frontage. The full development is made up of three parcels, 2 parcels are leased by Mr. Peterson and include the existing truck fueling lot and the proposed Retail Fuel and Store lot, the third lot is owned by Seattle City light and a portion has been leased to Mr. Peterson. The full development has two frontages including Interurban Avenue and 48th Avenue. The development would not receive any special privilege as we will meet all the code requirements associated with lot frontage, secondary frontage, side yard and rear yard. Interurban is a minor arterial and it is reasonable to treat this as the lot frontage as the higher classification street, additionally the Tukwila Zoning Code defines the lot frontage on a corner lot as the narrowest frontage abutting a street. The Interurban frontage is considerable narrower than the 48th Avenue frontage. 48th Avenue is a dead end street that does not benefit from the level of buffering and that is needed on Interurban Avenue. This has not resulted in any inconsistencies with limitation for other properties. 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located; Due to the very long, narrow and triangular shape of the property it would be difficult to develop the property if 48th Avenue was to be considered the main frontage. The original intent of the three lot development was to place the front yard on Interurban. If the 25 foot setback was fronted on 48th Avenue it would result in much higher lot percentage of unbuildable area than would a more typical square or rectangular lot. That is not the intent of the code as described in Definitions 18.06.525 Lot Frontage, where the narrowest frontage is the designated front yard. The 25 foot setback along with the 5 foot setback along 1-5 would leave a very thin strip of property that would be difficult to develop for our allowed use. Currently the depth of the lot is 136 feet along the storefront facade. If this is reduced by a 25 foot setback along 48th Avenue and a 5 foot setback along 1-5 the usable depth is only 106 feet, thus preventing us from using the property in the manner of adjacent properties or other like -zoned properties. Originally when the Truck Fueling parcel was developed just NE of the subject property it was planned to be a phased project. The design intent was that the convenience store would be centralized and the retail fuel would be on the Interurban (SW) side of the lot. Mr. Peterson has held a lease agreement with Seattle City Light for many years that includes the monument sign. That was recently updated to include additional property that allows for a 15' landscape buffer in addition to providing more than 25' of setback as well as shared access, landscaping and a portion of the drive through lane for the coffee kiosk. 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated; Granting the request would not cause any harm, injury, or interference with uses of adjacent and neighboring properties. The proposed variance actually meets the intent of the code by placing the front yard on Interurban Avenue and was recommended and is supported by staff. The proposed request would not have a negative impact neighboring properties. Our neighbor to the southeast, Seattle City Light is in favor of the development and has agreed to lease Mr. Peterson property in order to develop per our design as well as meet code requirements. We border the 1-5 off ramp so there is no view impact to neighboring properties. Traffic and light will not be impacted by the granting of the variance. The project will be enhanced by an improved buffer from the majority of traffic and higher street classification, which is along Interurban Avenue. 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; The proposed development will enhance the "Community Image" with a Retail Store that is architecturally unique and visible. The building far exceeds the number and extent of required Design Review elements as the developer wants to create a one of a kind destination for retail convenience, thus surpassing the Plan's goals and objectives for this type of project. There is no adverse impact to the granting of this variance. 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. The logical choice and the intended frontage per code is the most heavily trafficked and higher classification street which is Interurban Ave S. As described in response number 2 above the unique shape of the lot lends itself to be developed as we have designed it. Identifying 48th as the frontage does not improve the development; it shifts the buffer focus to a less used street. Utilizing 48th Avenue as the frontage further restricts the depth of the already narrow property which is not the intent of Lot Frontage and makes the property much less attractive for development; and impedes the opportunity to provide a unique structure. Developing the property with 48th as the frontage it is not in the best interest of the citizens of Tukwila or its visitors not does it enhance the "Community image" as specified in the Comprehensive Plan. 6. The need for the variance is not the result of deliberate actions of the applicant or property owner. The need for the variance is to optimize the property in the way the code intended by orientating the front yard setback to the higher Classification Street and the narrowest frontage as defined by code. The project was always intended to function as one site including the existing truck fueling, the new retail store in the middle serving both truck and retail customers, new retail fueling to the west and the Seattle City Light property to create a development fronting Interurban Avenue. Sincerely, Duncan Wallace Pedro McCracken Design Group, Inc. PI! DESIGN Architectural Solutions Group PM Design Group, Inc. 19401 40th Ave West, Suite 200 Lynnwood, WA 98036 P. 425-405-7747 January 29, 2018 Max Baker Assistant Planner City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 RE: PETERSON'S 76 FUEL STATION Project #: PL17-0048 File#: E17-0011 (SEPA), L17-0055 (Design Review) PMDG JOB NO. PTW16001 Dear Mr. Max Baker: I have attached our revised plans along with an application for a Variance. The following is in response to your letter dated November 7, 2017. Public Works -. q Community Development 1. We have contacted Michael Cusick, Sr. Program Manager of the Public Works Department and submitted a modification to the sanitary sewer easement. We are also processing a sewer easement release document for the unused portion of the previous easement. 2. The monitoring wells are currently active and are monitored by Arcadis in Seattle. The Geologist will modify the monitoring and coordinate with the Ecology Regulator. Project Geologist is Richard Rodriguez, 206.325.5254 3. The proposed convenience store and coffee kiosk will utilize the existing trash enclosure on the adjacent parcel. Both parcels are leased to Peterson's 76. The slab of the trash enclosure will be reconstructed with an area drain at the middle. The area will drain into a new grease interceptor and outlet to the existing sidesewer. 4. BMP's will be implemented per City of Tukwila Activity Sheet A-1 and A-17 and will be provided with the final permit submittal. 5. A Spill Response Plan will be provided prior to building permit approval. 6. We will submit calculations of the total area (private property, City of Seattle and Tukwila right of way) to be disturbed as a result of this development at time of building permit application. SACRAMENTO • SAN FRANCISCO • SEATTLE • LOS ANGELES • ARIZONA • COLORADO • TEXAS • OHIO Planning Site Plan/Setbacks 1. Attached is copy of application and legal description to Seattle City Light for lease of a portion of parcel APN 0003000032. I have also included an e-mail from Chad Morrell, Senior Real Property Agent at Seattle City Light stating that we have a signed agreement. Landscaping 1. Site Plan and Landscaping plan have been revised in accordance with our Variance application. a. Front yard is Interurban Avenue South and we have provided 15 ft. of Type I landscaping. Second front yard is 48th Avenue and we have provided 12'6" of Type I landscaping which is a 2'-6" deficit. b. Side yard along Interstate 5 has a varying level of Type II landscaping depth that will be offset with clustering. c. Rear yard along adjoining NE parcel with exceeds 0 ft. requirement. d. Landscaping for parking lot is provided equal to 15' per stall in front of building and 10 sf per stall behind building. See calculations on Landscape Plan. We calculated 395 sf required. 2. We have proposed to cluster less than 50% of the perimeter landscaping to make up for the deficiencies identified in item 1 above. 3. As mentioned in item 2 above we are planning on utilizing the cluster option. This will make up for the deficiencies in the side yard landscape requirement. We have proposed a variance to utilize Interurban Ave S. as the frontage landscaping. We have secured a lease with Seattle City light that allows us 15' of perimeter landscaping along that frontage. With Interurban as the frontage the eastern parcel boundary would be rear yard and would require 0 feet of landscaping. Presently the rear yard adjacent to the hotel has 5' of landscaping. Landscape Plan L1.1 shows the calculations for required perimeter and internal landscaping. Parking lot required landscaping is calculated to be 395 sf. We have calculated total landscaping required at 6,684 sf and we are proposing 7,583. Final landscape number may change on permit submittal but will not reduce below 6,685 sf. 4. The proposed bioretention swales are within a confined concrete wall perimeter. The interior grade drop is less than 30 inches so no fences are required. a. The bioretention facility is designed by Pedro DeGuzman, PE. b. At the bioretention areas, naturalistic, bioretention suitable plants are proposed within the cell. The specified plants will grow large enough to meet the required screening type. 2IPage c. The interior drop at the wall will not exceed 30 inches. The design complies with safety requirements. d. The required number of trees have been provided along the frontage. 5. The Kinkgo and Anelanchier have been incorporated into the plan. Design 1. Please refer to Sheet CA-2 with canopy elevations as requested. Respectfully, Pedro McCracken DESIGN GROUP, INC. Duncan Wallace LEED AP Regional Manager 3IPage CITY OF SEATTLE - CITY LIGHT DEPARTMENT TEMPORARY PERMIT P.M.#230415-1-417 JAN 31 2010 Community Development THIS PERMIT is issued by THE CITY OF SEATTLE, a Washington Municipal Corporation acting through its CITY LIGHT DEPARTMENT ("City"), to STEVE PETERSON (PETERSON 76) ("Permittee"), for temporary use of a portion of the City's fee -owned transmission line corridor property ("Premises") described as follows: Permitted Area: That portion of the City of Seattle, City Light Department Fee Owned Property located in the Northeast quarter of Section 15, Township 23-North, Range 4-East, W.M., as described on "Exhibit A" and generally depicted on "Exhibit B" attached hereto and by this reference incorporated herein. Total of approximately 3,740 square feet. TERMS AND CONDITIONS 1. Use. Permittee's temporary use of the Premises shall be as follows: Drive aisle, one 12 foot by 5 foot sign not to exceed 18 feet in height, and landscaping. Improvements not to exceed the approved construction plans "Peterson's 76 Station" dated 09/22/2016. 2. Term. The term of this Permit shall begin on January 1, 2018, and shall continue on a month -to -month basis until December 31, 2020, or until cancelled by either party as provided in Section 23 herein, whichever occurs first. The term may be extended by mutual written agreement of the Parties through amendment to this Permit. 3. Rent. The Permittee agrees to pay the following fees for its temporary use of the Premises as above stated: a. Initial Base Rent. The initial base rent for the Premises shall be Four Thousand Four Hundred Eighty -Eight Dollars ($4,488.00) per year, payable in advance. b. Leasehold Excise Tax. Permittee shall pay leasehold excise tax, levied by the State of Washington in the amount of 12.84% of the monthly base rent, or at any revised rate as may be established by law, with the rent. At the initial rent of $4,488.00, the leasehold excise tax amounts to Five Hundred Seventy -Six Dollars and Twenty -Six Cents ($576.26) per year. The total initial annual rent including leasehold excise tax is Five Thousand Sixty -Four Dollars and Twenty -Six Cents ($677.04). c. Base Rent Review and Adjustment. The base rent shall be reviewed and adjusted on December 31, 2020 and every three (3) years on December 1st thereafter should the term be extended by written amendment to this Permit. Adjustments to the base rent will be based on the fair market value of the underlying land and the City's expected rate of return. Under no circumstances will the base rent be decreased. d. Base Rent Annual Escalation. The Base Rent for this Permit shall increase 3% per year beginning January 1, 2019 and every January 1st thereafter. For example, base rent plus leasehold excise tax for the years 2019 and 2020 is calculated as follows: January 2019 $4,622.64 + $593.55 = $5,216.19 (Rent + Excise Tax) January 2020 $4,761.32 + $611.35 = $5,372.67 (Rent + Excise Tax) 1 e. To assure proper posting of payments, Permittee shall note on its checks "City Light Permit P.M. #230415-1-417, and include the payment stub from the invoice. f. Permittee hereby agrees that, in case of an increase in rent or other fees, all other provisions of this Permit shall remain in full force, changed only by such alterations in amount of rent or other fees and not otherwise. Permittee further agrees to pay the correct amount of total rent due irrespective of any billing statement Permittee may receive from the City, and without prompting from the City. 4. Taxes and Other Fees. Permittee shall pay all license, excise and occupation taxes in connection with Permittee's business conducted on the Premises, and all taxes on the Permittee's interest created by this Temporary Permit. 5. Buildings or Structures. No building or permanent structure shall be constructed, placed, or allowed to remain upon the Premises. No ponds, ditches or open water retention facilities of any kind shall be constructed, created, or allowed to remain on the Premises. 6. Cuts or Fills. Permittee agrees to submit plans furnishing details of any new blacktopping, grading, cuts, or fills for approval by the CEO and General Manager of City Light, or his representative, prior to the undertaking of any such blacktopping, grading, cut or fill operation on the Premises. Other than those included in already approved plans. The City reserves the right to prohibit grading or filling on the Premises. 7. Damage to Permittee's Property. Permittee agrees that the City shall not be liable for any damage to Permittee's personal property by reason of any construction, alterations, maintenance or improvements made or performed within the Premises by the City, its agents or representatives. 8. Other Uses. Permittee agrees not to use the Premises for any other purpose whatsoever than as set forth above and agrees that the CEO and General Manager of Seattle City Light shall be the sole judge of any conflict or violation of such use as above stated. 9. Permit for Use of Premises Only. This Permit is for use of the Premises only and shall not be construed to replace or be used in lieu of any permits or licenses which may be required, granted, or supervised by any other subdivision of government charged with licensing, policing, or supervising the operations of the Permittee. 10. Zoning. Permittee agrees that use of the Premises must be consistent with applicable zoning laws and regulations; where the proposed use is not consistent with said laws and regulations, said use is made conditional upon the Permittee obtaining conditional zoning or a zoning variance if necessary. 11. Property Condition. Permittee agrees to maintain the Premises occupied or used in an orderly, fit and sanitary condition. At the termination of this Permit, Perrnittee shall restore the Premises to as good a condition or better than that which existed prior to issuance of this Permit. 12. City's Access. The Permittee shall not at any time interfere with the City's access to, over, or through the Premises. 13. Non -Exclusivity. Where this permit is issued for access, it shall not be deemed or held to be an exclusive permit, or prohibit City Light from granting other permits of like or other nature, or interfere with the City's use of the Premises, or affect the City's jurisdiction over all or any part thereof. 14. Access Road Maintenance. To avoid damage to Permittee's access road, if any, the City recommends that the Permittee maintain all access roads to American Association of State 4Highway and Transportation Officials H-93 loading standards (heavy loading). 15. Vehicles, Equipment, Signs. The Permittee agrees to not to allow vehicles or other equipment within five (5) feet of any pole or within ten (10) feet of any tower within the Premises and to maintain at least a 15 foot vertical clearance from power fines. Permittee further agrees not to place signs or any material or objects whatsoever against any transmission line, tower, or pole. 16. Protection of City Facilities. Permittee agrees to install and maintain protection such as guard posts or ecology blocks for the protection of electrical transmission line poles/towers located on said property in a manner approved by the CEO and General Manager of Seattle City Light or his/her representative. 17. Warning Signs. The City reserves the right to require the Permittee to place signs or other warning devices of hazards if any governmental agency or the City determines such hazards exist. 18. Laws and Regulations. The Permittee agrees to comply with all Federal, State and local electrical safety laws and regulations. 19. Indemnification and Insurance. a) Permittee agrees to indemnify and hold harmless The City of Seattle from all claims, actions or damages of every kind and description, including all claims, actions or damages brought by Permittee's employees, contractors, agents, representatives, tenants, or invitees, which may accrue from or be suffered by reason of Permittee's use of the Premises, the performance of any work in connection with such use, or Permittee's breach of any of its obligations under this Permit. In case of any suit or action brought against the City arising out of or by reason of any of the above causes, Permittee shall, upon notice to Permittee of the commencement of such action, defend the same at no cost or expense to the City, and Permittee will fully satisfy any judgment rendered in said action adversely to the City, except to the extent of the negligence or willful misconduct of the City, its agents or representatives. By this indemnity provision, the Permittee expressly waives any immunity its businesses may have from claims by its businesses' employees under any workers' compensation or industrial insurance law arising out of workplace injuries, as defined under RCW 51.24.030, in connection with Permittee's use of the Premises. b. The Permittee shall obtain and maintain continuously for the term of this Permit, at its own expense, an occurrence form Commercial General Liability insurance policy covering the use of the property by the Permittee. Minimum limit of liability shall be $2,000,000 each occurrence combined single limit bodily injury and property damage. Such insurance shall include "the City of Seattle" as an additional insured for primary and non-contributory limits of liability , and shall not canceled unless no less than thirty (30) days prior written notice is provided to the City, except ten (10) days notice with respect to cancellation for non-payment of premium. Failure to maintain required insurance shall be considered a material breach of contract, subject to the remedies laid out in Paragraph 25 below. The permittee shall send certification of insurance meeting the minimum coverages, limits and terms as specified above to: Seattle City Light, Real Estate Services 700 Fifth Avenue, Room 3325 P.O. Box 34023 Seattle, Washington 98124-4023 Such certification shall include an actual copy of the policy provision(s) documenting that "The City of Seattle" is an additional insured for primary and non- contributory limits of liability. 20. Inspection. The CEO and General Manager of City Light, or his representatives, shall have the right at all times to inspect said Premises for the purpose of observing the conditions thereof, and the manner of compliance by the Permittee with the terms and conditions of this Permit. 21. Right to Suspend. The CEO and General Manager of City Light shall have the right at all times to suspend any or all operations on the Premises which he deems to be detrimental to the best interest of the City or the public. 22. Hazardous Materials. Permittee covenants and agrees that neither they, nor their employees, contractors, agents, or invitees will store, dump, bury or transfer any hazardous substances, flammable materials, inoperable vehicles, chemicals, oils, fuels, or containers for said substances, chemicals, oils, fuels, etc., on the Premises, and shall comply with all Federal, State and local environmental laws and regulations. 23. Cancellation. This Permit may be cancelled at any time upon 180-day written notice by either party to the other party, mailed to the other party's last known address. 24. Temporary Nature of Permit. Permittee understands and agrees that Permittee's status under this Permit is only that of temporary licensee, with term permitted) temporary use of the Premises limited by the terms of this Permit and the City's need to use the Premises and Permittee also understands and agrees that cancellation or non -renewal of this Permit for any reason whatsoever shall not place any obligation on the City to provide Permittee any alternative rental property or facilities. This Permit vests no permanent property rights in the Permittee and cancellation or non -renewal thereof does not render Permittee a "displaced person" as defined under RCW 8.26.020 or Chapter 20.84 Seattle Municipal Code. 25. Violation of Terms. Should the Permittee violate, breach or fail to keep or perform any covenant, agreement, term or condition of this Permit, Permittee shall forfeit any and all rights herein Permitted, and the City shall have the right to immediately cancel and terminate said Permit and all of the Permittee's rights hereunder without liability for loss or damage that the Permittee may thereby sustain; and upon termination of this Permit, the Permittee will vacate the Premises and remove its personal property therefrom. 26. Removal of Personal Property. Permittee shall remove all of its personal property from the Premises on or before the termination date of this Permit. If Permittee fails to remove such personal property on or before the termination of this Permit, the same shall, at the City's option, become a part of the realty and the property of The City of Seattle, or the City may, at its election, remove the same without liability to the Permittee for loss, injury or damage thereto, and the cost of such removal and restoration of said premises to their former condition shall be paid by the Permittee to the City upon demand. 27. Survival. All of the licensing, Permitting, tax and other legal requirements or obligations incurred by the Permittee hereunder shall survive the cancellation or termination date of this Permit. All of the indemnification and hold harmless provisions, as well as the hazardous substance covenant, of this Permit shall survive the cancellation or termination date hereof. 28. Assignment. This Permit is not transferable or assignable, in whole or in part, nor may any portion of the rented premises be sublet, without the express written approval of the CEO and General Manager of City Light, or his representative. This space intentionally left blank, signature page follows. GRANTED this day of , 2018. FOR THE CITY OF SEATTLE CITY LIGHT DEPARTMENT: By: Maureen L. Barnes Real Estate Manager ACCEPTED: PERMITTEE: PETERSON 76 By: Steve Peterson Title: Exhibit A Z 3 o'I / S"- I -- y/ 7 LEASE AREA DESCRIPTION THE NORTHEAST 39.3 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND: THAT PORTION OF THE SEATTLE CITY LIGHT FEE OWNED PROPERTY KNOWN AS KING COUNTY TAX PARCEL NO. 000300-0032, LYING IN THE SE QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., TOTALING APPROXIMATELY 7,405 SQUARE FEET, AS GENERALLY DEPICTED ON EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE INCORPORATED HEREIN. CONTAINING 3,628 SQUARE FEET MORE OR LESS; TOGETHER WITH THAT PORTION OF SAID TRACT DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTHEASTERLY RIGHT OF WAY MARGIN OF 48TH AVENUE SOUTH WITH THE NORTHEASTERLY RIGHT OF WAY MARGIN OF INTERURBAN AVENUE SOUTH; THENCE NORTH 41 °45'43" EAST ALONG SAID RIGHT OF WAY MARGIN OF 48TH AVENUE SOUTH, A DISTANCE OF 24.60 FEET; THENCE LEAVING SAID MARGIN, SOUTH 48°14'17" EAST A DISTANCE OF 11.45 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 44°15'06" EAST A DISTANCE OF 14.00 FEET; THENCE SOUTH 45°44'54" EAST A DISTANCE OF 8.00 FEET; THENCE SOUTH 44°15'06" WEST A DISTANCE OF 14.00 FEET; THENCE NORTH 45°44'54" WEST A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING; CONTAINING 112 SQUARE FEET MORE OR LESS SITUATE IN CITY OF TUKWILA, KING COUNTY, WASHINGTON. Exhibit B zany/$- /—f/7 LINE TABLE SEGMENT LENGTH BEARING L1 24.60' N41'45'43"E L2 11.45' S4814'17"E L3 14.00' N44'15'06"E L4 8.00' S45'44'54"E L5 14.00' S44'15'06"W L6 8.00' N45'44'54'W 50 25 0 50 S 3IIN3 b' NVighli W31NI P.O.B. 30' 100 SCALE IN FELI L1 N I L3 L6t3L4 L5 1 39.30' PORTION OF SCL PARCEL NO. 000300— 0032 0-1/-/7 48TH AVENUE S. N Ul LOT B BLA NO. L14 — 0004 AFN 20140821900001 LEASE EXHIBIT DWN BY: KDB SCALE: 1" = 50' CHK. RGH DATE: 12/11/17 JOB NUMBER SHEET 17-066-01 1 OF 1 PACIFIC GEOMATIC SERVICES, INC. LAND SURVEYING & MAPPING SERVICES QUALITY SERVICE - CREATIVE SOLUTIONS 6608 216TH STREET SW, STE. 304 MOUNTLAKE TERRACE, WA 98043 PHONE:(425) 778-5620 FAX:(425) 775-2849 PGS INC WEB: www.PacGeolnc.com _s COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department of Community Development. Please contact the department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until the application is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670. Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Planning APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). ✓ 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). — f p...evAw:5 1.`{ 5,`3n,, i TTk0 5. Application Fee: See Land Use Fee Schedule. The applicant is also responsible for paying the Hearing Examiner costs before issuance of the decision. PUBLIC NOTICE MATERIALS: 6. Payment of notice board fee to FastSigns (see Land Use Fee Schedule) Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. — e6A,\iron,; L`( 5W3rkiTrfi Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Planning PROJECT DESCRIPTION AND ANALYSIS: V9. A written discussion of project consistency with the review criteria found on pages 6-8 of this Application. This is your opportunity to present the merits of your request. 10. Any additional drawings or information needed to explain or support the variance request. Maximum size of any drawing is 24" x 36". SITE PLAN: ✓ 11. (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". V (b) Existing and proposed building footprints. ✓ (c) Vicinity Map with site location; does not have to be to scale. ✓ (d) Highlight the change being requested through the variance. (e) Parking lots, landscape areas and other site improvements. ,— (f) Fences, rockeries and retaining walls with called out colors, height and materials. (g) For a shoreline variance, identify the location of the ordinary high water mark, the 200 foot shoreline jurisdiction, and the location of the applicable shoreline buffer (Residential, Urban Conservancy or High Intensity). CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 ZONING CODE OR SHORELINE VARIANCE APPLICATION FOR STAFF USE ONLY Planner: File Number: Application Complete Date: Project File Number: Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Peterson's 76 Station BRIEF DESCRIPTION OF PROJECT: Demo existing fuel station and construct new 6 island station with Convenience Store THIS APPLICATION REQUIRES PUBLIC NOTICE. PLEASE REFER TO SECTION 7 OF THE APPLICATION CHECKLIST. THIS APPLICATION REQUIRES A HEARING WITH THE HEARING EXAMINER. ALL HEARING EXAMINER FEES WILL BE PASSED ON TO APPLICANT. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13310 Interurban Ave. S., Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 003000113 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: PM Design Group, Inc./Duncan Wallace Address: 19401 40th Ave. West, Suite 200, Lynnwood, WA 98036 Phone: (425) 405-7746 FAX: E-mail: dwallace p, idg nc.com Signature: - Date: / `29 J `ZO i JAN 31 2010 Community DeveL.pment VICINITY MAP SITE INFORMATION KEYNOTES SQUARE FOOTAGE CALCULATIONS termer fbow ' E97 veer het exe SQUARE FOOTAGE FIRST FLOOR Building Use Occupancy Classification Square Footage Sales Area Convenient Store M VB 3715 Restrooms Convenient Store VB 558 Storage Coolers Convenient Store Convenient Store S-2 M VB VB 494 1763 6„TK• Future Quick Serve Office Cashier Convenient Store Convenient Store Convenient Store M B VB VB VB 154 160 246 FIRST FLOOR TOTAL 7090 SECOND FLOOR Office Building Use Convenient Store Occupancy B Classification VB uare Footage 753 Storage Balcony onvenient Store onvenient Store S-2 VB VB SECOND FLOOR TOTAL 1697 481 2931 TOTAL 10021 COFFE KIOSK VB 200 FUEL CANOPY 5230 600®0®0000000o00000000000 LOCATION OF EXISTING UK)M1NEL2T Sx2N LOGTICNOF NEW BICYCLE RACK. SEE DETAIL750101. NEW PMXING LOT LKMR POLE. LAW AND FOOTING TYPICAL OF 6). POLE TO BE I. SQUAW STEEL POLE. It HIGH WITH WHITE RASH SEE DETAIL 650101 AND ELECTRICAL DRAWN. FOR IMP MAN W ACT W ER AND MODEL INFORLLAP0N EMPLOYEE DESIGNATED PANNING AREA EXISTING COMMERCIAL TRUCK FUELING DISPENSERS AND cnoPY IO X 30 LOADING ZONE WITH r TM0(WMTE REFLECTIVE PAINT smarm STe6NG NEW CONCRETE SIDEWALK INFILL TO MATCH EXISTING ADJACENT SIDEWALK. SLOPE AS NECESSARY TO MEET ADASTANOWDS AND REQUIREMENTS SEE CA& DRAWINGS NEW PUBLIC ACCESS WALKWAY AND PATHOS TRAVEL FROM ADJACENT PUBLIC SIDEWALK RIGHT OF WAY NEW LAVDSC WE PUNTER. SEE LANDSCAPE DRAWINGS NEW ENTRM CE ONLY . NO Ear DIRECTIONAL sr. REQUIRED MINIMUM W IMOSCAPE DUFFER NEW ADA Weeqww ERAMP WITH TRUNCATED DOMES.6EE DETALL 1050101 NEW tw.rx SE FUEL WDPY. SEE CAWPY DETAILS ON SHEET GI EXISTING TRASH ENCLOSURE TO REAW N AND ACCESSED WI INE OYNEMENDE STORE AND COFFEE 6OSK LINE OF SEATTLE OIY LGM UTILITY EASEMENT. EMERGENCY SHUTOFF S W NOT. SEE EXTERIOR ELEVATDNS AM FUEL SITE PUN FSI 1 NEV, NpTECTNE GUARD SCAUD. WYP. OF . SEE DETAIL 250101 NEW T PROTECTWE GUARD BOLLARD WITH ACCESSIBILITY SIGNACA AT ACCESSIBLE PINING STALL SEE DETAIL 150101. LOCATION OF RED BOX UMT LOCATION OF NEW ICE MERCHANDISER. LOCATION OF NEW ICE MERCHANDISER NEW 31'-2. WNEWA,/ UMW. SEE OWL DRAWINGS NEW tea DRIVEWAY ENTRY. SEE OWL DRAWINGS NEW UNDERGROUND STOMGE TANKS. SEE TANK INFORMATILN ON FUEL SHEETS. NEW TJO UWE ON3X 3Xr CONCRETE PM MTH GUARD POSTS SEE OETNLS3.4 6T ON SHEET 5010I NEW BOLLARD LIGHT FUTURE SEE ELECTRICAL DRAWINGS FOR MANUFACTURER/MO MODEL NUMBERS TYPICAL OF 6LOGTIONS SITE DATA ADDRESS/LOCATION, MUNICIPALITY: PROJECT SITE AREA'. TOTAL SITE AREA: LANDSCAPE CALCULATIONS: TOTAL BUILDING AREA. EXISTING ZONING: PARKING- 1. PARKING REQUIRED: 13310 INTERURBAN AVE S TUKWILA, WA98168 APN: 000300-0113 APN: 000300.0045 CITY OF TUKWILA LOT A -36,612 SF (.84 ACRES) LOT B - 35,575 SF (.82 ACRES) APN (LEASED) - 3,627 SF (.08 ACRES) '75.814 SF (1.74 ACRES) SEE LANDSCAPE DRAWINGS 10,021 SF CLI 2.5 STALLS PER 1,000 SQUARE FEET 10,021 SF / 1000.2.5 = 25.06 26 STALLS REQUIRED • PARKING PROVIDED: 28 STALLS ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER 48TH AVE S PM DESIGN Architectural Solutions Group Seal y6E . JAN 3_ r,nmm Uevelor PLANNING DEPT. SUBMITTAL BUILDING PERMIT SUBMITTAL m I TUKWILA, WA 98168 Project Number PTW 16001.0 Sheet Nome SITE PLAN Sheet Number SP101 2019 lnit'/ ment VICINITY MAP SITE INFORMATION KEYNOTES SQUARE FOOTAGE CALCULATIONS ♦r yri hn` t INTERURBAN SITE DATA ADDRESS/LOCATION: 133101NTERURBAN AVE S TUMMLA, WA98168 APN: 000300-0113 APN: 000300.0045 MUNICIPALITY. CITY OF TUKW LA PROJECT SITE AREA: LOT A-38,612 SF (.84 ACRES) LOT B-35,575 SF (.82 ACRES) APN (LEASED) - 3,627 SF (.08 ACRES) TOTAL SITE AREA: 15,814 SF (1.74 ACRES) LANDSCAPE CALCULATIONS: SEE LANDSCAPE DRAWINGS TOTAL BUILDING AREA: 10,021 SF EXISTING ZONING CU PARKING PARKING REQUIRED: 2.5 STALLS PER 1.000 SQUARE FEET 10,021 87I1000. 2.5= 25.06 26 STALLS REOUIRED- PARKING PROVIDED: 28 STALLS ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER SQUARE FOOTAGE FIRST FLOOR Building Use Occupancy Classification Square Footage Sales Area Convenient Store M VB Restrooms Convenient Store VB 3715 558 Storage Convenient Store 5-2 VB 494 Coolers Future Quick Serve Convenient Store Convenient Store M M V8 V8 1763 154 Office Convenient Store B VB 160 Cashier SECOND FLOOR Office Storage Balcony Convenient Store Building Use Convenient Store Convenient Store Convenient Store M VB FIRST FLOOR TOTAL Occupancy B 5-2 Classification VB VB VB SECOND FLOOR TOTAL TOTAL 246 709d Square Footage 753 1697 481 2931 1fW11 COFFE KIOSK B V8 200 FUEL CANOPY 5230 I®F ■ O CANOPY FUELING ISLAND lO ■ O INTERSTATE 5 (SOUTH BOUND) ®®000000000000009000000000 LOGTIONOF EXISTING MONJMENT SIGN LOCATION OF NEW BICYCLE RACK SEE DETAIL NSD101. NEW PARKING LOT LIGHT POLE. LAMP AND FOOTING. TYPICAL OF (81. POLE ID BE 9'SQUARE STEEL POLE, 11' HIGH WITH WHITE FINISH SEE DETAILW50101 AND ELECTRICAL DRAWINGS FOR LAMP MANUFACTURER AND MODEL INFORMATION. EMPLOYEE DESIGNATED PARKING AREA EXISTING COMMEADAL TRUC(FUELNG DISPENSEPS AND CANOPY 10X 30 LOADING ZONE YA1H f 1ICc WIRE REFLECTIVE PLANT DIAGONAL STRIPING NEW CONCRETE SIDEWALK 0HLL TO NAT.lEASTWG ADJACENT SBEWAU SLOPE AS NECESSARY TO MEET ADASTANDRRDS AND REOUREMENTS. SEE CNA DRAMINGS NEW FOAM ACCESS WALKWAY AND PAIN OF TRAVEL FROM A0L(FNTPIBUCSIOEWALIMGM OF WAY NEW LANDSCAPE PLANTER, SSE LANDSCAPE DRAWINGS. NEW'ENTRANCE ONLY - NO ENr DIREC110I,6 SIGN0GE. REQUIRED MINMUR IS' LANDSCAPE BUFFER NEW ADA ACCESSIBLE RAMP W1IH TRUNCATED DOMES, SEE DETAIL 1050101. NEW 1W-0 X 52 FUEL COOPY. SEE CANOPY OETAXSON SHEET CAI. EXISTING MASH EN:LESU ETORElMW ANDN='Fctc0 BY ME CDM'EN@YF STORE AND D.TREE KIOSK L W E OF SEAMS OW LIGHT UTILITY EASEMENT. EMERGENCY SOUT-0FF S W R61. SEE EXTERIOR ELEVATIONS ANO FUEL SITE PLAN FS 1.1. NEW 6 PROTECTIVE GUARD BOLLARD. TYP.OF 6 SEE DE6A6.250101 NEW P PROTECTIVE GUARD BOLLARD WITH ACCESSIBILITY MANGE AT ACCESSIBLE PANNING STALL SEE DETNL VS0101 LCCARONOF RED BOX UNIT. LOCAT 000P NEW ICE MERCPANDISEN LOGIIONOF NEW ICEMERIXWDISER. NEW34-2' DRIVEWAY ENTRY. SEE CALDRA INGS NEWO(O ORA/EWAN ENTRY. SEE CNA DRAWINGS NEW UNDERGROUND STIXUCSTAHKS SEE TANK INFORMATION ON FUELSI€ETS. NEW AIR UNIT ON 3'X MI' CONCRETE PAD WITHfWRD POSTS. SEE DETAILS 3.467 ON SHEET 50101. NEW BOLLARD LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR MANUFACTURER AND MODEL NUMBERS. TYPICAL OF B LOCATIONS PM DESIGN Architectural Solutions Group I- Seal PLANNING DEPT. SUBMITTAL BUILDING PERMIT SUBMITTAL 1— L0 c 0 Project Number PTW 16001.0 Sheet Name SITE PLAN Sheet Number 5 1'' 2013 SITE PLAN 0 1.5 30 60 90 12 SCALE: 1"-30'-0" SP101A BOUNDARY AND TOPOGRAPHIC SURVEY LEGEND' (NOTE: NOT ALL SYMBOLS MAY APPEAR ON ME MAP) LUMINAIRE (LUM.) YARD LIGHT POWER METER POWER POLE JUNCTION COX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SOMH) SANITARY SEWER MANHOLE (SSMH) CUANOUT (AS NOTED) GAS METER GAS VALVE WATER VALVE (WV) FIRE I1Y0RANT(FH) / CONNECOON(FDC) WATER MANHOLE WATER METER BL01W-OFF / NRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) SHE BENCHMARK SECTION CORNER (AS NOTED) FOUND RE6AR/CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING UNE CHNN LINK FENCE W00D FENCE BARBED WIRE FENCE HOGWIRE FENCE WATER LINE GAS LINE OVERHEAD/UNDERGROUND TEL LINE OVERHEAD/UNDERGROUND PWR. LINE STORM LINE SEWER LINE EVERGREEN TREE DECIDUOUS TREE FOUND MONUMENT IN CASE CONC. FILLED 2' PIPE W/1ACK (FEBRUARY 2013) FIRE HYDRANT POWER POLE W/TRANNSF0RMER AND UC WIRE JBOX GUY ANCHOR 6'X2.5' TEL VAULT UTILITY VAULT RID 5/8' REB1R/CAP&TACK- "BRH L516434/18723/22333" (FEBRUARY 2013) WATER VALVE r s� 94 • N) % s CB STD. CRATE ATER PoER POST NO PARKING SIGN LOT LIGHT GAS VALVE 15 111NUTE-4 PARKING SIGN ROUND TABLE DEAD END SIGN FOUND MONUMENT IN CASE BRASS PIN IN 4"04" CONC POST !NIX INTERURBAN AVE & 52N0/56TH AVE S. (FEBRUARY 2013) POWER POLE W/TRANSORMER AND UC WIRE TEL RISER NC BO T5Y„I LESPRES- SSMH-B METRO J�\ STAND pOW�R METER APN 000390-0032 76 CONOCO- /'EMPLOYEE PARKING PHIWPS SIGN SIGN HEIGHT=22.59' TEL M/H 44" UD 12* LID (1YPJ = LOT LIGHT CB-F CB-G CB - FOUND LEAD & TACK (FEBRUARY 2013 xN"a• s) Am TEL. eu JBOX , P •KING +*"SIGN / POWER POLE W/TRA SORMER, L(IMINNRE, AND LAD WIRE / !TER \LVE DMH B-1 `Pe, LOT UCNT 8440M HT=18.78'xy LIGHT H ��y0. PARCEL BW IGN x N 0003000113 UTILITY VAULT yy--- - / NR STATION CAS 0, z.BAdP VALVE BOLLARD COL, A°4• uir LOT LIGHT GUARD RAIL (2) WATER FAUCETS P BLOC. BLDG AREA= 1,5423 S.F. JBOX POWER POLE W/IRNSFORMER AND UG WIRE UTILITY VAULT GTE CHAIN (SUSPENDED) GATE POST FOUND TACK & WASHER (FEBRUARY 2013) BOLLARD AIR CONDITIONER POWER METER CH6INUNK FENCE (4) G45 VENTS BLOC CDR. 1.2' NW OF PROP. LINE POWER CONDUIT LINE TO ESPRESSO STAND (ABOVE GROUND) CHNNLINK FENCE 2.1' SE OF PROP. UNE GATE POST REF. WALL BLDG AREA=5,622L S.F. PARCEL A I1AP1N 000300-0 BLOC. HT =16.39' FOUND MONUMENT IN CASE 2" BRASS DISK 2/"X" CL OF 48TH AVE S i. (FEBRUARY 2013) WATER VALVE FIRE HYDRANT O 11" PINE 15" PINE H STOP Y,DEEJDUOUS` 10' DECIDUOUS POWER METER. CLEANOUT FIRE PROT. STD WATER UNE (LOST TRACE) & VALVE OAS UNE LOT (LOST TRACE), LIGHT SITE BENCHMARK: SET MAC NAIL EL=18.36' / TRAM ENCLOSUREXI,, CHANUNK FENCE 2.2' SE OF PROP. LINE 4F SET 1/2" 41.000 10 CAP 'BCE 40016" (IYP.) TABLE OF INVERT ELEVATIONS: SSMH-A (METRO): RIM-21.22' 18' CONC I.E. E = 722' 18" CONC I.E W - 7.22' 18' CONC I.E S 7.22' SSMH-8 (METRO): RIM=22.17' 36' CONC I.E. NW = (-4.28') 36' CONC I.E. SE _ (-4.38') SSMH-C: RIM=18.86' 12" CONC LE NE = 9.02' 12" CONC I.E SW = 8.92' 12' CONC I.E SW = 14.43' SSMH-D: RIM=19.91' 18" CONC I.E. SE = 7.31' 18" CONC I.E NW = 7.36' 12' CONC I.E NE = 7.91' APN 000300-0030 LOT LIGHT 15' PINE 13' PINE 17" DECIDUOUS '= 16" DECIDUOUS 8" DECIDUOUS LOT LIGHT 18',DEDIDUOUS 6" FIR CHAINUNK FENCE 2.1' SE OF PROP. LINE TABLE OF INVERT ELEVAT10N5: CB -A (28' DIA): C8-8 (28' 01A): CB-C (28' DIN): CB-D (STD. GRATE): (TYPE i) CB-E (STD. GRATE): (TYPE 1) CB-F (STD. GRATE): (TYPE I) CB-G (STD. GRATE): (TYPE 11) CB-H (VANE GRATE): (TYPE I) C8-1 (VANE GRATE): O8-1 (50U0 LID): SDMH-k (CRY OF TUKWI(A) R11L-19.74' 6" CONC I.E. NE = 18.24' RIM=19.78' 6" CONC I.E. N=18.38' R111=18.76' 6" CONC LE. SW = 17.26' RIM=17.93' 12" CARP I.E. NW = 14.99' 12' CARP O.F. TOP = 16.63' RIM=17,47' 12" CARP I.E. NW = 15.49' 12' CNP O.F. TOP - 16.99' RIM=1921' 8'ADS I.E.W = 16.91' 8' ADS I.E. SY = 16.46' RIM=18.80' 8" A05 I.E. NE - 15.00' 12' CONC I.E. SE = 14.80' 12' CONC I.E. N = 14.70' 12" CONC I.E. VI = 14.80' RIM=18.41' 12' SONS I.E. NW = 14.66' 12' CONC IE. SE = 14.56' RIM -tau' 12' CONC I.E. NW - 14.60' 12" CARP I.E. SE = 14.40' RIw19.62' 12' WNC I.E. SE = 15.07' 12' WIC LE. NE 4 15.02' Rid=18.99' 12' CONC LE. NE = 14.51' 12' GNP I.E. NW = 14.44' 12' CRP I.E. SE = 14.39' 12" CONC I.E. SW = 14.43' 8" FIR JAN 31 2013 Community Development 0 15 30 60 SCALE: 1-.30' BASIS OF BEARINGS: NAB 83/91 SOUTH 8835"57' EAST, AS MEASURED BETWEEN WGS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901. LEGAL DESCRIPTION: (PER CHICAG0 TITLE INSURANCE COMPANY ORDER NO.: 1357644, DATED FEBRUARY 4, 2013) PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAIM NO 38, AND OF THE CYRUS C LEWIS DONATION LAND CLAIM N0. 37, SECTIONS 11, 14 AND 15 TOWNSHIP 23 NORTH, RANGE 4 EAST, WILIAKIERE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A CONCRETE MONUMENT AT THE INTERSECTION OF THE CENTERLINE OF THE CITY OF SEATTLE TRANSMISSION UNE RIGHT OF WAY, WNH 111E CENTERLINE OF 48TH AVENUE SOUTH A5 RECORDED UNDER AUDITORS FILE N0. 6313596, RECORDS OF KING COUNTY, WASHINGTON, THENCE NORTH 41'45'35" EAST ALONG SVD CENTERLINE 270 00 FEET, THENCE SOUTH 48'14'25" EAST 25.00 FEET TO THE SOUTHEASTERLY MARGIN OF SAID 48TH AVENUE SOUTH AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 4814'25' EAST 144.98 FEET TO THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1, AS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT, CAUSE N0 591370, THENCE NORTH 52'46'36" EAST ALONG SAID NORTHWESTERLY MARGIN 268.65 FEET; THENCE NORTH 48'14'25" WEST 196.32 FEET TO THE SAID SOUTHEASTERLY MARGIN OF 48TH AVENUE SOUTH; THENCE SOUTH 41.45'35" WEST ALONG SAID MARGIN 263.70 FEET TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAM N0. 38 W SECTIONS 14 AND 15, TOWNSHIP 23 NORM. LANCE 4 EAST, W. AI, KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS NORTH 81'44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE ON THE CENTER UNE OF THE DUWAMISH-RENTON JUNCTION ROAD NOW PAVED, SAID CURVE BONG APPROXIMATELY 1,200 FEET NORTH N40 440 FEET WEST OF THE DARTER SECTION CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 4036' EAST A DISTANCE OF 200.00 FEET; THENCE SOUTH 49'24' EAST A DISTANCE OF 163 FEET, MORE OR LESS, TO A POINT ON THE 900046ESTFRLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY N0. 1 AS SAID MARGIN WAS ESTABUSHEO BY JUDGMENT AND DECREE OF APPROPRIATION W KING COUNTY SUPERIOR COURT CAUSE N0, 591370; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO A POINT FROM WHICH 111E POINT OF BEGINNING BEARS NORTH 49'24' WEST; THENCE NORTH 49' 24' WEST TO THE POINT OF BEGINNING. VERTICAL DO M: NAVD 88 VERTICAL BENCHMARK: LAGS VERTICAL CONTROL POINT N0. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AlTHE INTERSECTION OF 5. 144TH ST., 51ST AVE. S. AND MACADAM RD. 5. ELEV. = 160,18 US FEET (HAW] 88) BATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VETTED AT THAT TIME. TAX ACCOUNT NUMBERS: A.P.N. 000300-045 AND 000300-0113 REFERENCE SURVEYS: 1. R.0.5., REC. N0. 7409230426 2. R.0.5., REC. N0. 8202039010 3. R.O.S., REC. N0. 9803099003 4. ALTA/ACSM SURVEY BY BUSH, TOED & HRHCINGS, INC., DATED 1-30-89 5. SITE AS -BUILT MAP 8Y JOHN E. EWING AND ASSOCIATES. DATED 3-11-80 TAT AREAS: PARCEL N 45,0001 S.F. (1.030 ACRES) PARCEL B: 25,1042 S.F. (0.583 ACRES) T01AL LOT AREA 70,104 S.F. (1.611 ACRES) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TRIMBLE 5800 AND A LEICA TCR703 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING 04TA MEETS OR EXCEEDS ME STANDARDS FOR CORD BOUNDARY SURVEYS AS SET FORM IN WAC 332-130-090. SURVEYOR'S CERTIFICATE: T0: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME 0R UNDER TAY DIRECTION AND CORRECTLY REFLECTS THE C0NDB10145 OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY, FEBRUARY 18TH. 2013. W V al OWE. B. HILLE P.LS. WASHINGTON REGISTRATION N0. 40016 2 28-Zo(3 DATE NE1/4 AND r z 0 1_ w W O rn z L` O O w z 0 z w 3 w _< u_ f% 1- O (1)w U- lL O a • Z O 0 0 Z M Y Z d LU I- 5. I- PETERSON'S 76 0 LL 13310 INTERURBAN AVE S. TUKWILA, WA 98168 72 (o 0 P (o Feb 28. 2013 — 11:59am P:\16000s\1E066\survey\16066T0 Projects \16018-PETERSON-76\16018-CMLdwg modified by Pedro at Jan 29, File: 16018-OV1Ldwg Oale:Jm29,2018 09:01 AM 00 LEGEND NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA GOVERNING AGENCIES INTERURBAN AVENUE SOUTH EXISTING PROPOSED •� PROPERTY LINE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE -S4Y45'43"W 150.00: / I _ I NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 NEW EASEMENT tJNE 48TH AVENUE SOUTH ( ?E± NEW CURB ;CUTTER- - 541'45'43"W 200.00' L5C LSC COFFEE KIOSK FF= 21.50 35NEW BR 200'.1 LSCV ;do EW NC 74' S NEW CURB & GUTTER 25 NEW DRWY. L5C N3LSING a !� ape ROOF LSH9 — 7 INTERSTATE 5 OFF -RAMP_ 552-46"44 GRADING DRAINAGE ROAD WATER SEWER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD 0100 TUKWILA, WA 98188 CONTACT: DAVID MCPHERSON PHONE: (206) 431-2448 PUUGEETT SOUND ENERGY PHONE: (888) 321-7779 PROJECT DATA ZONING: COMMERCIAL LIGHT INDUSTRIAL EX. PROPERTY AREA= 30,871 SF (0.71 AC) NEW PROPERTY AREA= 35,575 SF (0.62 AC) DISTURBED AREA= 38,008 SF (0.87 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 310 BCY SUBGRADE CUT = 1713 BCY SUBGRADE FILL = 401 BCY " FOR PERMIT USE ONLY EX. ONSITE IMPERVIOUS AREA= 22,990 SF PROP. ONSITE IMPERVIOUS AREA= 29.650 SF NET CHANGE ONSITE IMPERVIOUS AREA= +6660 SF FL00DPLAIN SITE'15 NOT WITHIN THE FEMA FLOOOPLAIN PER FEMA FIRM #53033C0957F. NEAREST FLOOD LEVEL IS ELEVATION 14.2 (NGVD29). CONVERSION TO NAVD 88: ELEV(NAVD88)= ELEV(NGVD29 + 3.23 FEET). -BUILDINO., ROOF UNE; 0.E L' 9 141 PROPERTY INFO PARCEL N0: 000300-0113 I FGAL DESCRIPTION LOT B AS RECORDED UNDER BLA N0. L14-005, KING COUNTY REC. #20140821900001. BASIS OF BEARING SOUTH 88'351'57" EAST, AS MEASURED BETWEEN KS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901 (NAD 83/91) VERTICAL DATUM WGS VERTICAL CONTROL POINT N0. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF S. 1441H ST., 51ST AVE. S. AND MACADAM RD. S. ELEV. = 160.18 U5 FEET (NAVD 88) fECF :i ED JAN 31 2010 Community Development 10 20 1 Inch = 20 ft. Pi 6 0 VICINITY MAP SCALE: N.T.S. I PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro®terrafarmadesigngroup.com CANER i DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., 1UKWLA, WA,98168 PHONE: (206) 433-0149 EMAIL: steveoxmino.aom ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwollace@pmdginc.com - _ S41'45'43'W 1399.73' (MEAS.) N • I --- `�� N41'4.5 43E 2:3.70' 11 j tAhrn 20 �BUILDINC � R LINE REMOVE FXDS. STAB k BOLLAf6 act PARCEL 0003 'r 0004E EX. COMMERCIAL FUEL STATION S52'gg� 268zoo :65'. EX. UNCOVERED TRASH ENCLOSURE. WILL BE USED BY THE C—STORE AND INC COFFEE SHOP. RECONSTRUCT SLAB AS NECESSARY TO DRAIN TO CATCH BASIN. 0 o 76 STATION cn Zvi tv a co Q '- v s CO CO a CCcc CDD CCa o w - I--z Q LI -3 M - . M 5- Il0 0 40 3 PMDG PROJECT #: praalsm REVISIONS: 0.0 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 PAVING PLAN DRAWING NUMBER: C1.1 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA Terraforma\1—Projects\16018—PEIERSON-76 16018—CMLdwg modified by ) ) A LEGEND EXIS11NG PROPOSED --- PROPERTY LINE R.O.W. CENTERLINE EASEMENT CONCRETE GRADING CONTOUR 00.00 SPOT ELEVATION - - - - - SWALE GRADE BREAK - - e .12- - WATER MAIN -- B.------x--- SEWER MAIN 12" D STORM DRAIN YI FIRE HYDRANT 03 0 WATER METER DG N GATE VALVE 0 • SEWER MANHOLE fl ■ STORM CB ® O STORM MANHOLE ..__.......• E ..._........ ELECTRICAL LINE --- * -- T TELEPHONE LINE --- c-- GAS IINF rP� r POWER VAULT INTERURBAN AVENUE SOUTH -100 - 90.00 -54'I'45'43"W 150.00 = 1 NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR 517E DEVELOPMENT INN CITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) RIM= 22.17 \ IE= -4.38 (36"NW,SE) N. _ 1 1, 1 OVERFLOW EL (0) - tip �-11 - � I SOMH, RIM=19.42 IE. 14.804 EX. SSMH (METRO) RIM= 21._2 IE= 7.22 (I8'E,SE,SW) 12i COFFEE KIOSK FF= 21.50 21 OVERFLOW BEEHIVE GRATE TOP OF SURFACE 11 - �••••••••••••••••••••••••••1 �•••I ,••••••••••••••••••••••••••1 1•••• ��•�•.,,••••••-•-•-•-•.•.. 1 _ :: 11 BIORETENTION SOIL MIX PER NOTES THIS SHEET 1.0' STORAGE DEPTH BOT. OF TREATMENT LAYER (B) • • EX. SSMH, RIM= 19.91 1E= 7.91 (127NE) IE= 7.36 (18"NW) 1E= 7,31 (18-SE) - 6" DIA. "UNDER -GRAIN PIPE" PER NOTES THIS SHEET `- "UNDERDRAIN AGGREGATE FILTER & BEDDING LAYER" PER NOTES THIS SHEET BIO-RETENTION SWALE SCALE: N.T.S. BIORETENTION I!1 TOP OF WALL= 20.50 SURFACE DIM= 6'x30' SURFACE EL= 18,10 IE OU = 15.60 48TH AVENUE SOUTH -------------- TCM BASINS WITHIN 20.6 AREA1RAIN.TO w, Y.SEWFR SYS. INTERSTATE 5 OFF -RAMP TOP OF WALL (TW) 6" DIA. UNDERDRAIN RISER / CLEANOUT WITH CAP. TOP OF RISER AT OVERFLOW ELEVATION. 2° DEPTH, ORGANIC, DECOMPOSED COMPOST CEMENT CONCRETE WALL PERFORATED 4" PVC, 5DR35 FOOTING DRAIN. SURROUND WITH 3/4" WASHED ROCK OR PEA GRAVEL (6" MIN. THICK). OUTLET TO CATCH BASIN. PLANTINGS PER LANDSCAPE SHEETS BIORETENTION 22 TOP OF WALL= 20.00 SURFACE DIM= 7'x16' SURFACE EL= 17.60 IE 0U = 15.10 EX. CB, RIM= 19.62 IE= 15.07 (12"SW) IE= 15.02 (12"NE) PVd20.50 EX. CB, RIM= 18.99 1E= 14.44 (EX. 12"NW) 1E= 14.43 (EX. 12"SW) 1E= 14.39 (EX. 12"SE) 1E= 14,51 (EX. 15°NE) EX. SSMH, RIM= 18.86 IE= 9.02 (12"NE) IE= 8.92 (12"SW) .5771 niem w, N JAN 31 2013 Community Development 1 Inch = 20 ft. S41'45'43"W 1399.73' (MEAS.) N41'45'43"E 2.3.70 1 iMiW I �•�r��o ` 20 MUM= Inn. _IIIIIIIIIIIIIIIIIII1 PARCEL, 000330004 EX. COMMERCIAL FUEL STATION EVISIONS: AMMO BO DATE Aoox. ACED 6217 ADVISED f0 arc mMon3 11111 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 GRADING & DRAINAGE PLAN DRAWING NUMBER: C1.2 LEGEND NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SFC. 14, T23N, R4F, WM., CITY OF TUKWILA, KING COUNTY, WA 76\16018—CMLdrg m 3 5 —Terraforma\1—Projects\160 69 Ul INTERURBAN AVENUE SOUTH EXISTING PROPOSED -- ---- PROPERTY LINE - R.O.W. CENTERLINE — — — EASEMENT --- - 10U ----- — 100 — GRADING CONTOUR .-6130 SPOT ELEVATION SWALE GRADE BREAK --='�- - 8' W WATER MAIN 8"�S_- 8•�S _ SEWER MAIN STORM DRAIN l7 Y FIRE HYDRANT 50 0 WATER METER D0 N GATE VALVE o • SEWER MANHOLE ❑ ■ STORM CB (❑ (. STORM MANHOLE c -- E ELECTRICAL LINE --- r -- T TELEPHONE LINE �- -- -• - C GAS LINE 1u- 1 POWER VAULT -0- t UTILITY POLE STREET LIGHT BOLLARD 0-0 PARKING LIGHT i _ I -S4Y45'43"W 150.00' NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) - RIM= 22.17 \ 1E= -4.38 (36'NW,SE) N. N. 1 _ I EX. SSM (METRO) RIM= 21. 2 IE= 7.22 (18,E,SE,SW) N I\ COFFEE KIOSK FF= 21.50 ,05 20.0' 'w'^ e / EX. SSMH, RIM= 19.91 1E= 7.91 (12"NE) 1E= 7,36 (18"NW) IE= 7.31 (18"SE) 48TH AVENUE SOUTH NEW 3/4' WATER METER S41'45'43"W 200.00' NEW FIRE 12"S HYDRANT -------------7 re v. �5 4-14�M7- , 2\ • • BASINS WITHIN AREA DRAIN TO Y SEWER 5YS. 69C0 SSCO CO INTERSTATE 5 OFF -RAMP. EX. CB. RIM= 19.62 IE= 15.07 (12"SW) 1E= 15.02 (12"NE) OIL/WATER SEPARATOR s52.46.4 / . ‘ / EX. CB, RIM= 18.99 IE= 14.44 (EX. 12"NW) / 1E= 14.43 (EX. 12'SW) - 0 - - — IE= 14.39 (EX. 12'SE) 1E= 14_51 (EX. 15"NE) IRRIG.\ 2') MED�CVA NEW CREASE INTERCEPTOR EW POWER \, TRANSFORMER NEW CONVENIENCE STORE =21.10 '\ 1.5" WATER METER & RPBA e p •.• n c ,1141411 ITV JAN 31 2010 Community Development 1 Inch - 20 ft. t ELOCATE PARKING UGHT PARCE ELOCATE PARKING UGHT I O o • aOCATE TANr • VENT RISERS 1 0Ni0 �BWG EX. SSMH, RIM= 18.86 IE= 9.02 (12"NE) IE= 8.92 (12"SW) 000400045 ra I EX. OIL/WATER SEPARATOR EX. COMMERCIAL FUEL STATION W S41'45'43"W 1399.73' (MEAS.) PROPOSED 250 CAL - GREASE INTERCEPTOR FOR TRASH ENCLOSURE RIM= 19.95 IE= 17.50 EX. UNCOVERED TRASH ENCLOSURE TO BE USED BY C-STORE AND COFFEE SHOP. RECONSTRUCT SLAB TO DRAIN TO NEW CB. N 0 CB R�L 48' REVISIONS: REQUIRED Br: PTW16001.0 PMDG PROJECT #: DATE A REM / 1 � WISED R DM tl 1•003 MIT DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 15' REOD nt 1 1479 5F REOD BUFFER ARE EXCLUDED AT ACCESS POINTS COFFEE KIOSK NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W,M., CITY OF TUKWILA, KING COUNTY, WA (0 48TH AVENUE SOUTH INTEF 15' RE00 TY.1 = 176 SF E=E 15' READ TY.1 _ REQUIRED"tOtALLANDSCAPEAREA INTERURBAN AVE: 15' FRONT YD= 1365 SF 48TH AVENUE: 15' FRONT YD= 3090 SF EAST P/L: 6' SIDE YD= PROV'D BY EX. COMMERCIAL EAST P/L SOUTH P/L (1-5): 6' SIDE YD= 1834 SF PARKING LOT LSC = 23 STALLS FRONT PKG' 15SF/STALL +5 STALL REAR PKG 10 SF/STALL =395SF TOTAL REQD LANDSCAPE AREA= 6684 SF TOTAL PRVD LANDSCAPE AREA= 7583 SF Note: To mitigate for areas without the required landscape buffer width, landscape clustering is proposed with larger planter areas in the interior parking area in order to exceed the required square footage (as allowed by TMC 18.52.100, up to 50% of the required perimeter area). ' -S4i 45 43 W 150.00' P NO1E: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 15' MIN. TYPE LANDSCAPE BUFFER 1834 SF INTERSTATf`5 4 1048 SF 15' REOD TY.1 CONVENIENCE STORE REOD TY.2 REQUIRED LANDSCAPE AREAS 1"=30' S41'45'43'W 200.00' 12.5' — TY. 1 LANDSCAPE BUFFER AVERAGE(15' REQURIED BIORETENTION NITH WALL (LESS THAN 30' DOES NOT REQUIRE FENCING). REFER TO CIVIL DRAWINGS FOR BIORETENTION DETIALS TO INCLUDE BUT NOT UMITEO T0: ELEVATIONS, DRAINAGE, SOILS, WALL INTERSTATE-5 I REM PLANTER I PROVIDED ALONG COMMERCIAL I FUEL EAST P/L 48TH AVENUE SOUTH BIORETENTION W/ WALL OD 1 inch = 20 ft. PLANT SCHEDULE TREES SOENIIMC NAME .140N NAME WAN0TY SIZE (MIN.) 505000 (Max.) NOTES GROUNDCOVER SYMBOL SHRUBS SYMBOL 0 • 0 O 12.5' TY. 1 876 SF LANDSCAPE BUFFER AVERAGE (15' REQUIRED) PROJECT TEAM LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: okemiOterraformadesgngroup.com OWNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE 5., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL: steve®Xminc.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwollaceepmdginc.com GOVERNING AGENCIES PLANNING CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD C100 TUKWILA, WA 98188 CONTACT: MAX BAKER PHONE: (206) 431-3670 JAN Con DevE 31 2010 munl op STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT AKEMI RAE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/18 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: GINGKO NNCOLD GINGKO O0' 'AUTUMN GC6 AAUU UNANCHIER NN IRMIANCEOMIORA SSRNCE B RRi CMNA°AR YWA 'sireclA a COMMON NAME C GEMS PENIAL RTE MIx HYDR.ED LOW WIA REP Ns GIOmNG ORECW CFWE INCRIUM CH.EDRTS WRMAIOEN PFPoYM1NIP &INNS ENSFWUS DAGGER LEAF RUSH mMON NAME IVORY°HL0 VARIEGATED AOO R iF11 RED TmC DWWDOO QUANTITY 2 • CAL (MIN.) A5 WIOWH 2 CAL (MIN.) 20. 6' TALL AS SHOWN SIZE (MIN.) SPACNG (MAX) N01E5 24 ' MINNOW. 24 • ml,LxwvR 24. IMANWIAR 65 I GA11W 24• TRIANGULAR NOM ,CONTRACTORZOLVLRIFLWATITITY. QiWNOCOVEA. GROOM. NOT REWARD IN REE ORAECW ICRAPE COMPACT N "mu .w Y OOM[STICA'WIF STREW GULF STREAM HEAVENLY BAMBOO RHODODENDRON reNH0000E140. ll',7 uvao POLDIALLA AABBOTSWODO CxW6GW°00L RIBES SANCUINWM ROMPING CURRANT UR' CONFIRM[ mlRu OWENS VIBURNUM TANIS SPRING VIBURNUM OAVESI VIBU°BOUQUET VIBURNUM RUMMY SIZE (MN.) 26 1 GALLON 1 GALLON 1 GALLON 5 GAL. 2 GALLON 2 GALLON R GALLON 2 GALLON 2 GAL. l GALLON MATCHING SINGLE LON BRANCHNGT 51RUNN MnmHxc NRM SxGE mwN N . LDN BRANpI HEIGII 5 N. Ml. STRONGLY UPRIGHT ND IRT sm IE WRlxc m 000 2,1,, FULL MULTI 5.14E0, HEALTHY PHUT, MULTI 51EMMES, NEU1Nv NIL, BUSHY, WAR -STEM NIL. BUSHY. MULTI -STEM SPACING (MAX.) N0155 AS SHOWN AS SHOWN AS SHOWN A5 Dom ASS OWN AS SHOWN AS WOW SHOWN AS SHOWN A5 SHOWN AS SHOWN NOTE. - SHRUBS TO BE IB• TALL MINIMUM. INCREASE WNWER SIZE TO MEET REQUIREMENT. EXISTING PLANTER REUSE EXISTING PLANT MATERIAL AT SOUTHERN Il jF�FENCEFEA516LE LINE OF ,n'<128 SF/ 'z, EXISTING LANDSCAPING TO' BE REMOVED: REUSE PLANT MATERIAL IF I FEASIBLE (6 SF EXISTING 1 LANDSCAPINC�R ^I DAMAGED MATERIAL DU( Tb e1NSTRUCTI . 575 SF RILL MATCHING FULL MATCHING FULL MATCHING FULL MAW. FULL. 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The engineer and/or architect must determine the applicability of the layout to existing or future field conditions. This lighting plan represents illumination levels calculated from laboratory data taken under controlled conditions in accordance nith The Illuminating Engineering Society UES4 approved methods. Actualperformance of any m nufocturer's luminaires may vary due to changes in electrical voltage, tolerance in tamps/LSO's and other rioble field conditions. Calculations do not Include obstructions such as buildings, curbs, landscaping. or any other architectural elements unless noted. END VIEW SIDE VIEW XLCW LED Wall Sconce PERSPECTIVE VIEW SIDE VIEW I END VIEW Luminaire Schedule Symbol Oty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts 0 17 A SINGLE CRU-SC-LED-HO-CW MTD @ 15' 1.000 N.A. 18056 139.6 7 B SINGLE XLCS-FT-LED-HO-CW SINGLE -22' MT HGT 1.000 N.A. 15535 138.6 .® 4 C SINGLE XLCW-S-LED-SS-CW-UE MTD @ 14' 1.000 N.A. 3806 41.3 Calculation Summary Label ColcType Units Avg Max Min Avg/Min Max/Min ALL CALCS @ GRADE Illuminance Fc 2.02 41.3 0.0 N.A. N.A. CANOPY Illuminance Fc 27.32 41.3 14.8 1.85 2.79 CANOPY- BACK Illuminance Fc 15.84 28.5 6.1 2.60 4.67 INSIDE CURB- BACK Illuminance Fc 1.84 11.3 0.1 18.40 113.00 INSIDE CURB- FRONT Illuminance Fc 4.56 12.6 0.6 7.60 21.00 otal Protect Watts_1 Total Watts = 3508.601 011 IGHTING PROPOSAL LO-139161-1 76 STATION TUKVILA, WA EXTERIOR SCALE. 1'=20' OF 1 0 20 t nt GENERAL NOTES WALL TYPES KEYNOTES I. ALL INTERIOR DIMENSIONS ARE TO FACE OP GYP 130.D UNLESS NOTED HEFWISE. 2. ALL DENOTED DIMENSIONS ARE TO BE USED. PLANS SHALL NOT BE SCALED. 3. EXTERIOR WALLS ARE WS, INTERIOR WALLS ARE 2C42016'0.C. UNLESS NOTED OTHE32.10E, SCC STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS. 4 SEE PLUMBING DRAWINGS FOR DIMENSIONS TO PLUMBING FIXTURES 5. REFER TO SHEET 011 FOR EQUIPMENT PUN. 6, REFER TO SHEET 021 FOR EQUIPMENTSCHEDULE Z. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS B. ALL OUTSIDE CORNERS AT DRYWALL FINISH LOCATIONS TO RECEIVE ROUNDED BULL NOSE CORNER BEADS,TYPICAL. e. CABINET PLANS PROVIDED BY VENDOR. 10. <' HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. BACKSPLASH TO MATCH COUNTERTOP MATERIAL. 11. FLOOR FINISH TRANSITIONS BETWEEN ROOMS SHALL OCCUR UNDER CENTER OF DOOR WHERE APPLICABLE. 12. DIMENSIONS NOTED AS CL.R'OR'CLR ARE TO FACE OF WALL FINISH. VERIFY WITH ROOM FINISH SCHEDULE. 13 ALL JOINT PENETRATIONS ARE TO BE CAULKED,GASKETE0, WEATHER STRIPPED,0R OTHERWISESE3LED PER 2014 OBBC. 14 TOP OFINTERIOR WALLS TO BE CONNECTEDT0 ROOF TRUSS UNDERSIDE, PROVIDE SLIP TRACK CONNECTION TOALLO ROOF TRUSS DEFLECTION WALK-IN COOLER III WALK IN FREEZER (Im) O MAIN FLOOR PLAN BACKROOM [ 102 ) ELECI1C/�L PANELS 311 10 I/2' PREFAB COOLER/ FREEZER WALLS, BY COOLER MANUFACTURER. SEE DETAIL 161A501 4341u, R 2rt, tx6 WHERE NOTED(G 16' OC. WOOD STUD WILLS W/62' GYP BD EACH SIDE. ABOVE CEILING. SEE STRUCTURAL DETAILS FOR WILL TO TRUSS CONNECTION. SEE DETAIL TA502 28410R 286, 246 WHERE NOTED) ®16. 0.C. W000 STUD WALLS W/SE' GYP BD EA01 SIDE. TERMINATE W.LS6' ABOVE CEILING. WALLS TO HAVE FULL GVITY BATT INSULAR. (FOR SOUND(. SEE DETAIL 4/.2 NEW EXTERIOR WALL:2' X6. (16 16' O.C. WOOD STUD W.L. EXTERIOR TORE 2/6' CEMENT E PL U E lA E 0 OSB STRUCTURAL SHEATHING ON 4 %6 STUDS. INTERIOR FINISH LOBE Le' GYP BOARD OVER 6 MIL. VAPOR RETARDER WI FULL CAVITY FIBERGLASS BATT INSULATION BETWEEN WALL STUD CAVITIES. SEE OETAL 61.2 PARTIAL HEIGHT 26410R 222, 286 WHERE NOTED) ®16' 0.C. W000 STUD WALLS W1616' GYP BD EACH SIDE. TERMINATE WALLS 4, ABOVE FINISH FLOOR. SEE DETAIL 10/A502 0 0 III.IIIp111I1I111TI111101I111111I IIIIul III1III1IIIIIIII1 II1IIIIIIIIIIIIIIIIIII2I 11111.111111IIIII11•4.111110111I111I111111.11 V ALUMINUM 2 IUHLFHON1 SYSIEM AND ENI 1tt UOUH5.NEFLH IUUWN ANO WINDOW SCHEDULE FON MORE INFO O (2(2 UNDERGROUND PVC CONDUITS', III FORELECTRICOL LINES, (1) FOR DATA LINES. O EXIT SIGN, IN RAISEDCH40ACTERS AND BRAILLE SEE ACCESSIBILITY DETAILS. O 3.4 UNDERGROUND ELECTRICAL CONDUIT. O 12' WATER S0UBUP LOCATION © UNDERGROUND4' PVC CONDUIT FORREFRIGERATION UNE WITH LONG SWEEPING ELBOWS (J FIRE EXTINGUISHER 124'. ICBC(WITH 5 LB HOOK WALL BRACKET. BOTTOM OF EXTINGUISHER TO BE MOUNTED4 25'AFF MIN. O R00F 18)0DER AND ACCESS HATCH. OSECTIONOFWALL BEHNOHOTF000 PREP AREA TO RECEIVE 3/4. PLYWOOD BACKING WITH FRP FINISH OVER.SEE FLOOR FIMSH PLAN SHEET AI 3. 10 HEAVY DASHED LINE SURROUNDING WALK. FREEZER REPRESENTS AREA OF RECESSED SI. FOR FLUSH TRANSITION OF THRESHOLD FROM BACK ROOM FLOOR FINISH INTO 18.411 FREEZER FINISHED FLOOR, SEE DETAIL 4'A501. IOI LOGTION OF 3 SHELF PROPANE EXCHANGE CAGE THE CAGE STORES A TOTAL OF(36) TWENTY POUND TANKS, WITH TOTAL OF )ALBS OF LP.GAS TO BE STORED AT A GIVEN TIME. O LOCATION OF(N(KNOXBOX ,VERIFY EXACT LOCATION WITH FIRE MARSHALL PRIOR TO INSTALLING O LOCATION OF EMERGENCY SHUT OFF SWITCH E1YMETR00WTKTRAKNIGHOENSIIYSTORAGESYSTEMTORE INSTALLED INWAL 471COOLERTW05TATR3NAAY 4 INSTR TSPN02MOBILEMETROR4GIE EQUIPMENT SOIEOUL S E SHEETTAI0 PS PER MPNJFACTURERS INSTRIICTIONSAND SPEUFIG4TIONS. SEEEWIPMEM SQIEOULE SHEETAIO3F 291 9 3/41 1 �1111. I 1A. n11u1u1unn11n1 u1nn1 . �� 11111 . 11I 1I1111.1.11111�11 .1..�.11I� 1 M.1111 .1111�I1111� 111.11111111.I 1111 1I1111111 .1 111 1 �� IIIIIIIII B� IIIIII111 IIIIIIIIlI1IIIIIIIIIIII 14r11IB1IIUIIN IIIIIIPIIIII IIIIII.I.IIIIIwIII •1�11111111 I,IIIIII� IIIIIIIIIIIII IIIP IIIIIIIIilIIIIIIIIIIIIIIIIIII NIIIIIIII Iil IIIIIIIIIIIIII IIIIIII )IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III11■IIIIIII III-1111L.BE,II11NN1IH.1IN111I1.11111MMII11II111.11H1M1111 GOOLE 0 0 0 213. 0 1/4' OPEN DISPLAY COOLER (7) LOCATION OF FICIALL COLA BREW COFFEE TAP AREA _ 1 nA1n�Iw1•11i1u1n11111 u1UNI I1111UL•1.1R 1 I IIIIIIIIII1I11I■IIIIIIIIIIIIIIIIIIIIIIIIII11IIIIIIIIII 11IIIIIIII•1111•11K4111 11141I11I11♦111I11IIIIIIIIII1111LLIIIIII111 ?%/%/ • SALES AREA ( 103 ) MOTORCYCLE DISPLAY O 0 O 104 5 I/4' O O O QUICK SERVE RESTAURANT BACKRCOM ( 113 ) ==J 3 RIGOR [ (02 ) QUICK SERVE RESTAURANT WALVIN ( 114 ) OFFICE/ STORAGE O O T O 0 PM DESIGN Architectural Solutions Group Co! Dev 50 m O CD z 5 a co m 0 a0 PETERSON'S 76 STATION 13310 INTERURBAN AVENUE SOUTH. TUKWILA, WA 98168 Project Number PTW 16001.0 Sheet Nome MAIN FLOOR PLAN Sheet Number A100 31 201a nmunity ;lopment SCALE GENERAL NOTES WALL TYPES KEYNOTES 1. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYP BOARD UNLESS NOTED OTHERWISE. 2 ALL DENOTED DIMENSIONS ARE TO BE USED. PLANS SHALL NOT BE SCALED. 3 EXTERIOR WALLS ARE 200, INTERIOR WALLS ARE 2X4@10'OC. UNLESS NOI al 01 HLHWISE SEE STRUCTURAL DRAWINGS FOR FRAMING REQUIREMENTS. 4. SEE PLUMBING DRAWINGS FOR DIMENSIONS TO PLUMBING FIXTURES. 5. REFER TO SHEET A. FOR EQUIPMENT PLAN 6. REFER TO SHEET AM, FOR EQUIPMENT SCHEDULE T. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. B. ALL OUTSIDE CORNERS AT DRYWALL FINISH LOCATIONS TO RECEIVE ROUNDED BILL NOSE CORNER BEADS. TYPICAL. O. CABINET PLANS PROVIDED BY VENDOR. 10. 9' HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. BACKSPLASH TO MATCH COUNTERTOP MATERIAL. 11. FLOOR FINISH TRANSITIONS BETWEEN ROOMS SHALL OCCUR UNDER CENTER OF 000RWHERE APPLICABLE. 12. DIMENSIONS NOTED AS CLEAN OR'CLR ARE TO FACE OF WALL FINISH VERIFY WITH ROOM FINISH SCHEDULE. 13 ALL JOINT PENETRATIONS ARE TO BE CAULKED. GAMETE,. WEATHER STRIPPED, OR OTHERWISE SEALED PER 2014 OSSC. 14. TOP OF INTERIOR WALLS TO PIE CONNECTED TO ROOF TRUSS UNDERSIDE. PROVIDE SLIP TRACK CCNNECTION T0 ALLOW ROOF TRUSS DEFLECTION. PREFAB COOLER/ FREEZER =US, BY COOLER MANUFACTURER. SEE DETAIL 16/A502 244(OR 2*6, P'B WHERE NOTED) @ 1V O.C. WOOD STUD WALLS W/591. GYP W EACH SIDE. TERMINATE WALLS@ ABOVE CEILING. SEE STRUCTURAL BEFALLS FOR WALL TO TRUSS CONNECTION SEE DETAIL 6.02 2x9 (OR 246, 246 WHERE NOTED) @ 16' 0.C. WOOD STUD WALLS WOLF GYP W EACH SIDE. TERMINATE WALLS 6' ABOVE CEILING. WALLS TO HAVE FULL CANTY BATT INSULATION (FOR SOUN0). SEE DETAIL VA502 NEW EXTERIOR WALL 2. X6' @ 16. 0, WOW STIR WALL. EXTERIOR TO BE 716' CEMENT 2 X 6 STUDS. INTERIOR FINISH TO BE SIB' GYP BOARD OVER 6 MIL. VAPOR RETARDER W/ FULL tt FIBERGLASS BATT INSULATION BETWEEN WALL STUD CAVITIES. SEE DUAL 6/A502 PARTIAL HEIGHT d4 (OR MR 26 WHERE NOTED) @ 16.0 C. W000 STUD WPLLS W/ S8' GYP W EACH SIDE TERMINATE WALLS 469ABOVE FINISH FLOOR. SEE DETAL 10/A662 1 U ALUMINUM STOREFRONT SYSTEM AND ENTRY DRS.CO REFER TO DOOR AND WINDOW SCHEDULE FOR MORE INFO. O (2) 2' UNDERGROUND PVC CONDUITS( (1) FOR ELECTRICAL LINES (11 FOR DATA LINES 03 EXIT SIGN, IN RAISED CHARACTERS AND BRAILLE. SEE ACCESSIBILITY DETAILS OM4 UNDERGROUND ELECTRICAL CONDUIT. 0 I? WATER STUBUP LOCATION © UNDERGROUND 4. PVC CONDUIT FOR REFRIGERATION LINE WITH LONG SWEEPING ELBOWS. O FIRE EXTINGUISHER 62I000( WITH 5 LB HOOK WALL BRACKET. BOTTOM OF EXTINGUISHER TO BE MOUNTED@ 25'A.F.F. MIN. 0 ROOF LADDER AND ACCESS HATCH. OSECTIONOFWALIBEWN,HOTF000 PREP AREA TO RECEIVE 3I4' PLYWOOD BACKING WITH FRP FINISH OVER. SEE FLOOR FINISH PLAN SHEET AI 3. 10 HEAVY DASHED LINE SURROUNDINGWAL'(0N FREEZER REPRESENTS AREA OF RECESSED SLAB FOR FLUSH TRANSITION OF THRESHOLD FROM BACK ROOM FLOOR FINISH INTO WALK-IN FREEZER FINISHED FLOOR, SEE DETAL YA501 0 LOCATION OF 2 SHELF PROPANE EXCHANGE CAGE THE CAGE STORES A TOTAL OF(30) TWENTY POUND TANKS, WITH A TOTAL OF 220E BS OF LP.GAS TO BE STORED AT A GIVEN TIME. O LOCATION OF (N) KNOX BOX. VERIFY EXACT LOCATION WITH FIRE MARSHALL PRIOR TO INSTALLING. 0 LOCATION OF EMERGENCY SHUT OFF SWITCH. NEW METR00WIKTRAX HIGH DENSITY STORAGE SYSTEM TO BE INSTALLED IN WALSIN COOLER. TWO STATIONARY 4 END UNITS AND 2 MOBILE METRO RACKS TOLE INSTALLED ON SLIDING TRACK AS PER MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS SEE EQUIPMENT SCHEDULE SHEET AMA. OLOCATION OF FUTURE COLD BREW COFFEE TAP AREA. O 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STORAGE ROOM ( 201 ) J DISPLAY AREA 2' 6 3/4' 30' 6' 127' 4 1/4 DISPLAY AREA \ 4 3/4 OPEN TO BELOW BALCONY o- 30' it I/2' 103' 9' 32' B I/4' 1.21 0,.1, J I I I I I II I I 23 7 I/4/ STCRAGER 36' 4 3/4' 0 0 0 0 0 0 0 0 23�T 1/4\ 0 2 0 8 12 16 PM DESIGN Architectural Solutions Group r'i s ,H •A JAN312 Seal Community DevelT,,pme co m ca Z 2 Z 0 a 00 0 0- m m 0 00 Z 0± Q0 CD LLJ CO N Q Q Q CC pD� CD H H CC Z_ Wo F W 0 Project Number PTW 16001.0 Sheet Name UPPER FLOOR PLAN Sheet Number A101 )13 1t UPPER FLOOR PLAN SCALE PM DESIGN Architectural Solutions Group rl 174 P T;41, 4 • L-467 ;N 31 2010 ;ommunity avelopment SOUTHWEST ELEVATION 1/4" =""'" PLAN KEYNOTES 0 Amor. 0 Hs SF SIGN 0 MECH EOUIPMENI 0 EXTERIOR FINISH LEGEND EXTERIOR: ORD LII 1991 1991 CONCRETE FINISH MIR N/A COLOR NATURAL AWNING FINISH MFR. WEE AWNING COMPANY COLOR BLACK BRICK VENEER MFIL MUTUAL MATERMLS MODEL SLIM. • REDONDO GRAY FASCIA FINISH MFR PINE AWNING COMPANY COLOR SLACK METAL FINISH MFR CORTEN MODEL A.6.4 RUSTED WOOD FINISH MFR NIA COLOR STAINED TO MATCH WO3 WOOD FINISH MFR NATU INTERNATIONAL MOOEL EAT DECKING -GOLD. WOOD FINISH UFR KAYO INTERNATIOAL MODEL EXT. MAHOGANY SIDING NOTE: SEE DOOR AND WINDOW SCHEDULE SHEET FOR DOOR AND WINDOW FRAME FIN. REFERENCES z 0 1.= (r) NOG PROJECT #: REVISIONS: RICKARD Irr: rtt DATE ISSUED: 9.22.16 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX EXTE IOR ELEVATIONS NORTHWEST ELEVATION 1 / 4" = 1 — 0" DRAWING NUMBER: A 2 0 0 NORTHEAST ELEVATION NO SCALE COI ERB PLAN KEYNOTES p SKYLIGHTS O BB SF SIGN ▪ MECH. EQUIPMENT O DISPLAY BOX O EXTERIOR FINISH LEGEND EXTERIOR: CONCRETE FINISH'. COLOR. NATURAL AWNING FINISH: MFG PIKE AWNING COMPANY COLOR. BLACK BRICK VENEER. MFR. MUTUAL MATERIALS MODEL SUMER.. • REDONDO GRAY FASCIA FINISH'. MEM FKE AWNING COMPANY COLOR: BLACK METAL FINISH. MITTEN MODEL ABBBI RUSTED WOOD FINISH. MFR. WA COLOR. STAINED TO MATCH WD3 WOOD FIMSH. • MFR. KAYO INTERNATIONAL MODEL EV DECKING -GOLDEN WOOD FINISH 1=1 MEP KAYO INTERNATIONAL MODEL EXT. MAHOGANY SIDING ECM LAI 101 LICU NOTE SEE DOOR AND WINDOW SCHEDULE SHEET FOR DOOR AND WINDOW FRAME FINISH REFERENCES. PM DESIGN Architectural Solutions croup JA C De ON'S 76 STATION REVISIONS: MIT FILM DATE ISSUED: 9.22.16 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX ELEVATIONS 31 2018 immunity relopment SOTHEAST ELEVATION NO SCALE A DRAWING NUMBER: A201 IPROPOSED KIOSK ELEVATION - WALK-UP SIDE IPROPOSED KIOSK ELEVATION - DRIVE THRU SIDE ° r_'-r1rir' _T ,1r- �J_u-H ry i r J. _. HHHI- ° H , HHr Lr H L '' ryH�_N 1 I i , e e \ h- _ ii" I-i��" ' S O Oj a sl ii 6 o J �,,,, 1 '. a e •ioe'° l i l i P o 9 i 1 li • is ! ' J, . L17 !rl !�!. L.,� NHS ii H' La ': '� 4 O o O' O 5 11 ,-,L,,:J N-i- i-i ,L. JL_ •_ I e v Jac A. � :! Liz i1 ia7._� _Nr ;„L �I- NH S r..!i H F � N N 0 � N II I. n D PROPOSED KIOSK SIDE ELEVATION PROPOSED KIOSK SIDE ELEVATION '!'lIII liigi yl I:' J IO 1, b. ' .! 7 1r 41__ -JLF .' _-tip ' y1_ r Hsi ryN � HH s~ 1 e Jr�� f ii® Q a y yLII 'r 9 o r j c c !® .HI' .rthOl!I II e ✓ a li a I I: \I \1`I i l ;; N N Li /// e 1 . O ; NA {m 73 O ivC x x m 1D ,, N , a PROJECT INFORMATION: 76 13310 INTERURBAN AVE S. TUKWILA, WA 98168 PMDG PROJECT #: PTW 16001.0 STATON P STORE DESIGN 13310 TUKWILA, RSO\'S & CONSTRUCTION INTERURBAN WA AVE 98168 /6 SOUTH 0 » o m N n ei » a, gy 9 mill N `, MINN 4/�' Z .9 0 r z I III IBI TY TY FUEL WEST ELEVATION 12 x II 1- m TYP L O TYP. 0 TYP FUEL NORTH ELEVATION v-- .-.I 90'4• TYP I� HP' 19'E' m TYP FUEL SOUTH ELEVATION 14b• L FUEL WEST ELEVATION I I I 12 C r Y 12' HSS CANOPY COLUMN PER STRUCTURAL CANOPY DOWNSPOUT 3 CANOPY COLUMN (TYP. OF 6) CANOPY ELEVATION HEY NOTES NOTE CONCRETE WAINSCOT BASE. UP TO B'A" ABOVE FINISH GRADE. PROVIDE SLOPED BEVELED TOP FOR DRAINAGE. COLOR, BENJAMIN MOORE/115<6"GARGOYLE' PRE -FINISHED AL TRIM W/ FLAT FRAMED HORIZONTAL FRAMING. SA.WAY CANOPY SIGNAGE SAFEWAY WO SIGNAGE 6" O STEEL GUARD POST. FILLED WITH CONCRETE, SEE DETAIL 6//SO1.l FIRE EXTINGUISHER AT EACH COLUMN POST WITH A .TING OF NOLESS THAN 2A-20E1 C. MOUNT NO HIGHER THAN 51"A.F F.1 PER COLUMN. CANOPY FOOTING FOUNDATION - SEE STRUCTURAL FOR ADDITIONAL INFORMATION. 3' O CANOPY DOWNSPOUT -SEE STRUCTURAL HSS CANOPY COLUMN -SEE STRUCTURAL. FIBER CEMENT BOARD SOFFIT NOT .ED CENTER GL LAR GER THAN PERIMETER GLB. PROVIDE RDIESOFFIT PANEL VENTS FOR EACH SPACE BETWEEN JOISTS AT THE RATE OF 1 SF. PER 150 SF. OF AREA. PROVIDE1/2" GAP BETWEEN WOOD WRAP AND CONCRETE BEVELED CAP DRAINAGE FOR ROTES: ALL FIBER -CEMENT PLANKS AND PANELS ARE PRODUCES FROM THE SAME COMPONENTS AND DIFFER IN SURFACE TREATMENTS AND BOARD CONFIGURATIONS. THEY ARE IDENTIFIED AS HAML4NKS, HARD FLEX, HAMPANELS, HARDISOFFIT, AND HARDISHINGLE. SUB -FLOOR PANELS ARE IDENTIFIED AS COMPRESSED SHEET. THE PLANKS, PANELS, AND SHINGLES ARE MANUFACTURES BY THE HATSCHEK PROCESS AND CURED BY HIGH-PRESSURE STEAM AUTOCLAVING. ALL PRODUCTS ARE CUT AND SHAPE ON -SITE BY THE SCOREANG.AP METHOD USING A TOOL AVAILABLE FROM THE MANUFACTURER, A HAND GUILLOTINE OR HANDSAW UTILIZING A CARBIDE BLADE. CEMENTTHE FIBER PRODUCTS HAVE A FLAME -SPREAD INDEX OF YE AND A SMOKE DEVELOPED INDEX OF.5. WHEN TESTED IN ACCORDANCE WITH ASTM THE PRODUCTS ARE CLASSIFIED AS "NONCOMBUSTIBLE" WHEN TESTED W ACCORDANCE WITH ASTM E136. CANOPY ROOF WITH TPO TPO ROOF SYSTEM MECHANICALLY ATTACHED TO METAL DECK GLASS -MAT ROOF BOARD SCREWED 10 METAL DECK ION ETDDECKING ALPER STRUCTURAL JOEI FRAMING PER STRUCTURAL 2' NOM. STEEL HAT CHANNELS PER STRUCTURAL ON COMBUSTIBLE HARDIPANEIS ATTMARDISONS ACHED TO T. NOM. STEEL HAT CHANNELS PER STRUCTURAL COATS OF SPRAY APPLIED ELASIOMERIC ROOF COATING MIN. CLOSED CELL, SPRAY APPLIED POLYURETHANE FOAM METAL DECKING PER STRUCTURAL JOIST FRAMING PER STRUCTURAL Z. NOM. STEEL HAT CHANNELS PER STRUCTURAL ON COMBUSTIBLE ARDIPANEIS A. HARDBOLLIT ATTACHED TO Z. NOM. STEEL HAT CHANNELS PER STRUCTURAL ALT. CANOPY ROOF WITH SPRAY FOAM 5 SS'STEEL STUD NAMING SO' IZ' HII CANOPY COLUMN. KR STRUCTURAL CANOPY DOWNSPOUT FORMED CONCRETE FWSH OVER VT CEMENT BACKER BOARD AND ATTACHED TO STEEL STUDS WITH I2K3 SINNLESS mETAL SCREWS. 6 CANOPY COLUMN (TYP. OF 6) PM DESIGN Architectural Solutions Group (j) tn ` - . f PROJECT INFORMATION: Lo PMDO PROJECT /: REVISIONS: -01.11.1011 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 9,22.16 CANOPY ELEVATIONS DRAWING NUMBER: CA-2 • .• �31 pia Ommun tY ;Ve(opment i rvP y� CON1 CONCRETE FINISH —MILT- METAL FINISH MFR: N/A MODEL: COLOR: NATURAL AWN1 AWNING FINISH MFR: PIKE AWNING COMPANY MODEL: COLOR: BLACK BR1 BRICK FINISH MFR: MUTUAL MATEIALS MODEL: SLIMBRICK - REDONDO GRAY FAS1 FASCIA FINISH MFR: PIKE AWNIG COMPANY MODEL: COLOR: BLACK MFR: CORTEN A606-4 RUSTED NOTE: WD1 WOOD FINISH MFR: N/A MODEL: STAINED TO MATCH WD3 WD2 WOOD FINISH MFR: KAYU INTERNATIONAL COLOR: EXT. DECKING - GOLDEN WD3 WOOD FINISH MFR: KAYU INTERNATIONAL EXT. MAHOGANY SIDING PM DESIGN Architectu,r-al;� Solutions Group, ror ft .6t N 31 2013 C. ummunity D� per pment z 0 1- co I\ r1) ® z '^ z� I pc W 03 REVISIONS: se wag DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 9.22.16 DRAWING NUMBER: PETERSONS 76 STATION 0003000113 Associated Files: PL17-0048, L18-0009 This File: 117-0055 DESIGN REVIEW/PUBLIC HEARING City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: PETERSONS 76 Project Number: PL17-0048 Associated File Number(s): L17-0055, L18-0009, E17-0011 Date Mailed: 3/15/18 Mailing requested by: MAX BAKER Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet ❑ Determination of Non -Significance ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: Strander Family LLC Seattle City Light Shoreline Mgmt Permit CX Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda City of Tukwila Allan Ekberg, Mayor Department of Community Development- Jack Pace, Director March 14, 2018 NOTICE OF DECISION ZONING VARIANCE & DESIGN REVIEW TO: Duncan Wallace, PM Design Group Inc., Applicant Strander Family LLC, Property Owner Seattle City Light, Property Owner King County Department of Assessments This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Numbers: L17-0055 Design Review - Public Hearing L18-0009 Zoning Variance Applicant: Duncan Wallace, PM Design Group Inc. Type of Permit Applied for: Type 4 Design Review and Zoning Variance Permit Project Description: Design Review approval for development of a 10,021 sq. ft. two-story convenience store, drive -through coffee kiosk, six -island fueling station with associated fuel tanks. Zoning Variance approval to: 1) Consider the front yard setback from Interurban Ave S and second front yard setback from 48th Ave S as the proposed fueling station and existing truck fueling station are an integrated site with Seattle City Light parcel lying in between the subject site and Interurban Ave S; 2) Allow front yard landscaping to be installed on Seattle City Light property (parcel number 0003000032); 3) Allow the drive -through coffee kiosk in the front yard setback as long as it is minimum 25 feet away from the west property line of the SCL parcel (street edge of Interurban Ave), and set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Location: 13310 Interurban Ave S King County Parcels 0003000032, 0003000113, 0003000045 Associated Files: Zone Designation: E17-0011 SEPA Commercial/Light Industrial (C/LI) 2 II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non -Significance (DNS) on February 9, 2018. Decision on Zoning Variance Permit: The City Board of Architectural Review has determined that the Zoning Variance Permit does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to any conditions which are set forth in the Decision. Conditions: • If the agreement between Seattle City Light and Peterson's 76 expires and is not renewed, landscaping on SCL property and the drive -through coffee kiosk will need to be relocated to meet the landscape and setback requirements of the Tukwila Municipal Code at the time of expiration. Decision on Design Review: The City Board of Architectural Review has determined that the Design Review application does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to any conditions which are set forth in the Decision. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 calendar days of the issuance of this Decision, that is by March 29, 2018. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 3 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Max Baker, who may be contacted at 206-431-3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Max Baker, Assistant Planner Department of Community Development City of Tukwila 4 City of Tukwila Allan Ekberg, Mayor Department of Community Development - ,Jack Pace, Director CHAIR, NHAN NGUYEN; VICE -CHAIR, DENNIS MARTINEZ; COMMISSIONERS, MIGUEL MAESTAS, SHARON MANN, MIKE HANSEN, LOUISE STRANDER AND HEIDI WATTERS PLANNING COMMISSION MEETING AGENDA MARCH 8, 2018 - 6:30 PM TUKWILA CITY HALL COUNCIL CHAMBERS I. CALL THE MEETING TO ORDER II. ATTENDANCE III. ADOPTION OF 2-15-18 MINUTES IV. CASE NUMBER: PL 17-0048 APPLICANT: Duncan Wallace, PM Design Group REQUEST: Design Review and Variance approval of a new 10,000 sq. Ft. Two- story convenience store, fuel tanks, permanent drive-thru coffee kiosk, and six island fuel station with canopy. LOCATION: 13310 Interurban Ave S, Parcel 0003000113 V. DIRECTOR'S REPORT Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Planning Commission PLANNING COMMISSION (PC) MINUTES Date: February 15, 2018 Time: 6:30 PM Location: Council Chambers Present: Chair, Nhan Nguyen; Vice Chair, Dennis Martinez; Commissioners, Sharon Mann, Louise Strander, and Heidi Watters Absent: Commissioners Miguel Maestas, and Mike Hansen Staff: Nora Gierloff, Deputy Director; and Wynetta Bivens, Planning Commission Secretary Chair Nguyen called the public hearing to order at 6:35 PM. Adoption Commissioner Strander made a motion to adopt the 1/25/18 minutes. of Minutes: Commissioner Martinez seconded the motion. Motion passed. Chair Nguyen swore in those wishing to provide testimony and opened the public hearing. PLANNING COMMISSION REVIEW CASE NUMBER: L17-0067, Accessory Dwelling Unit Regulation Update (ADU) APPLICANT: City of Tukwila REQUEST: Update of regulations for ADUs including allowing detached ADUs with design and height requirements, lowering the lot size requirement, modifying the parking requirement, removing ADUs as accessory uses in non-residential zones, limiting rental of ADUs to periods of 30 days or more and providing an amnesty period for existing ADUs. LOCATION: Citywide Nora Gierloff, Deputy Director, Department of Community Development gave background on the process for updating the ADU regulations. She said City Council held a series of housing workshops and looked at a variety of options for improving housing supply and affordability in the City. Then, City Council requested staff work on updating ADU regulations, to make them more flexible to encourage this type of housing. Staff currently has a list of 130 interested individuals they are keeping updated as they move through the process. Tonight, staff has returned to the PC with ordinance language to implement the policy choices that the PC made at the October meeting. Also, staff proposed four additional changes: 1) Add the proposed definition in the Zoning Code for ADUs; 2) Restrict ADUs to only residential zones because they are a single-family type use and would be incompatible with the noise and lighting in commercial areas. 3 Page 2 Public Hearing Minutes February 15, 2018 3) Include the following language as a place holder in the short-term rentals policy, 'no rentals for less than 30 days', staff will review this issue in detail and revise later if necessary. 4) Allow ADUs to be built in front of the main house where the house is set back at least 60 feet from the front property line. The PC was in consensus with the proposed changes 1-4. There was no public testimony. Staff addressed clarifying questions for the Commission. Following are some of the noted issues discussed: • Commissioner Watters was opposed to the language in the ADU definition requiring ADUs to be `clearly subordinate' to the primary dwelling unit. • Commissioner Mann said she is against including the garage in the square footage that is used to calculate the maximum size of an attached ADU; Commissioner Nguyen is in favor of including the garage. • Parking concerns were expressed and discussed extensively and re -visited several times. Commissioner Mann said she is against waiver of the second parking space for ADUs over 600 sq. ft. where there is on -street parking and suggested retaining the requirement that ADUs over 600 sq. ft. have two parking spaces. Commissioner Strander agreed. Commissioner Nguyen said he prefers the proposed waiver. • Commissioner Mann discussed the idea that ADUs should have higher side yard setbacks. DEFINITIONS / MOTIONS: Commissioner Mann moved to strike the verbiage `including an attached garage' from section 18.50.220 A 3. Commissioner Martinez seconded the motion. The motion passed with three in favor. Commissioners Nhan and Watters were opposed. Commissioner Mann moved, to add staff's proposed language, to section 18.50.220 A 7, to read, `Detached ADUs must be set back at least as far from the street as the primary single-family dwelling. This does not apply to the second front of a through or corner lot, where the unit is incorporated into an existing structure, or where there is at least 60 feet between the existing single-family dwelling and front property line.' Commissioner Martinez seconded the motion. Motion passed. Commissioner Watters moved to maintain the current parking requirement language, section 18.50.220, B, 1-4. Commissioner Martinez seconded the motion. Motion passed with three in favor. Commissioners Mann and Strander opposed. 4 Page 3 Public Hearing Minutes February 15, 2018 Commissioner Mann moved that the requirement for residential siding materials, section18.50.050 4 be added to the single-family design exceptions. Commissioner Watters seconded the motion. Motion passed. Commissioner Mann moved that the requirement that attached units match the primary residence, section18.50.220 A 4 be added to the single-family design exceptions. Commissioner Strander seconded the motion. Motion passed. MOTION: Commissioner Mann moved to approve and forward the draft ADU updates presented in the staff report as amended by the Planning Commission to the City Council for their review. Commissioner Martinez seconded the motion. Motion passed. DIRECTOR'S REPORT: The next meeting is March 8th, Peterson Design Review — Commissioner Strander will be recusing herself. Staff has already received two absent notifications for March 8th. Therefore, the rest of the Commissioners need to attend to have a quorum. ADJOURNED: 8:40 PM Submitted by: Wynetta Bivens Planning Commission Secretary 5 6 City of Tukwila .Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report Design Review and Variance Peterson's 76 Fueling Station Prepared February 22, 2018 FILE NUMBER: L17-0055 (Design Review), L18-0009 (Variance) ASSOICATED PERMITS: E17-0011 (SEPA) PROJECT NUMBER: PL17-0048 APPLICANT: Duncan Wallace, PM Design Group OWNER: Strander Family LLC REQUEST: Type 4 Public Hearing Design Review approval for construction of a new 10,000+ sq. ft. two-story convenience store, fuel tanks, permanent drive-thru coffee kiosk, and six island fuel station with canopy. Additional Zoning Variance approval to: 1) Consider the front yard setback from Interurban Ave S and second front yard setback from 48th Ave S as the proposed fueling station and existing truck fueling station are an integrated site with Seattle City Light parcel Tying in between the subject site and Interurban Ave S; 2) Allow front yard landscaping to be installed on Seattle City Light property (parcel number 0003000032); 3) Allow the drive -through coffee kiosk in the front yard setback as long as it is minimum 25 feet away from the west property line of the SCL parcel (street edge of Interurban Ave), and set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. LOCATION: 13310 Interurban Ave S ZONING DISTRICT: Commercial Light Industrial ENVIRONMENTAL REVIEW: Determination of Non -Significance issued for SEPA review (E17- 0011) on February 9, 2018. PUBLIC NOTICE: A combined notice of application for design review and SEPA was sent to neighboring residents and businesses and posted on site 7 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • iliebsite: TukwilaWA.gov on September 26, 2017. A combined notice of application and hearing for design review and variance was sent to neighboring residents and businesses and posted on site on February 9, 2018. The notice of public hearing was published in the Seattle Times on February 22, 2018. PUBLIC COMMENT: No comments received. STAFF: Max Baker, Assistant Planner ATTACHMENTS: A. Site and Civil Plan Set B. Building Elevations and Renderings C. Materials/Colors Selection D. Project Description from Applicant E. Zoning Variance Criteria Response from Applicant F. Applicant Lease Agreement with Seattle City Light L17-0055 Design Review SR & L18-0009 Variance 2/22/18 8 FINDINGS Project Description The project seeks to demolish the existing fueling station's four fueling islands, the fueling canopy, the underground fuel tanks and the convenience store. A new fueling station with 6 fueling islands, new canopy, new underground fueling tanks and a 10,021. sf two-story convenience store is proposed. Existing Development The existing site contains four fueling islands covered by a canopy and an associated convenience store that was constructed in 1990. Along the southwestern lot line is a walk-up espresso stand. The site currently contains 25 parking spaces, 8 of which are located adjacent to the fueling islands. Image 1: View of existing fueling station from 48« Ave 5. Image 2: View of existing parking lot from northeast corner of lot (E Marginal Way and S 128r L17-0055 Design Review SR & L18-0009 Variance 2/22/18 9 Surrounding Land Use The project site is bounded to the southwest by Interurban Ave S, to the northwest by 48th Ave S, and to the southeast by the Interstate 5 offramp. Days Inn Seattle South Tukwila, a hotel, is located to the northeast of the site. Across 48th Ave S from the site is a Shell fueling station and associated convenience store, and a truck dealership with an associated truck fueling station. Image 3. Site Vicinity Topography & Vegetation The parcel is mostly level. The site is mostly composed of impervious surfaces and contains little landscaping. Access The site has two vehicular access points, both along 48th Ave S. A 5-foot wide sidewalk is located adjacent to 48th Ave S. at the back of the curb which connects with a sidewalk along Interurban Ave S. Pedestrian access into the site is through the paved parking area. No public comments were received. PUBLIC COMMENTS REPORT ORGANIZATION This staff report is divided into two sections. The first section covers the Variance Permit and the second section covers the Design Review decision.. Staff's conclusions and recommendations follow each section. The Board of Architectural Review is asked to make a decision on both applications. TMC 18.64 addresses conditional use criteria and TMC 18.60 address design review criteria. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 10 SECTION ONE - ZONING VARIANCE PERMIT DECISION CRITERIA — ZONING VARIANCE PERMIT The proposed project must comply with criteria detailed in TMC 18.72.020, (1-6), concerning Zoning Variance Permits. Applicant's response to Zoning Variance criteria is attached to this staff report as Attachment E. The variance request is to: 1) Consider the front yard setback from Interurban Ave S and second front yard setback from 48th Ave S as the proposed fueling station and existing truck fueling station are an integrated site with Seattle City Light parcel lying in between the subject site and Interurban Ave S; 2) allow front yard landscaping to be installed on Seattle City Light property (parcel cumber 0003000032); 3) allow the drive -through coffee kiosk in the front yard setback as long as it is minimum 25 feet away from the west property line of the SCL parcel (street edge of Interurban Ave). Staff makes the following findings under the city's Variance criteria (TMC 18.72.020): Image 4: Site Parcels 1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located. The subject site comprises of parcel 000:3000113 (owned by Strander Family LLC and where the proposed vehicle fueling station, convenience store and coffee kiosk are to be located); and adjacent parcel 0003000045 (owned by Strander Family LLC and leased to the applicant, it contains the recently developed Peterson's 76 truck fueling area). Parcel 0003000032 (which is owned by Seattle City Light and leased to the applicant, see Attachment F) lies between the subject site and Interurban Ave South. Perimeter landscaping and a portion of the access drive is proposed on the SCL parcel. All three parcels are located within the Commercial/Light L17-0055 Design Review SR & L18-0009 Variance 2/22/18 11 Industrial (CLI) district. The proposed use, "Automotive services, gas (outside pumps allowed)" is a permitted use within the CLI district. The vehicle fueling station is proposed on parcel number 0003000113 and SCL parcel lies between the parcel and Interurban Avenue South. Additionally, SCL has entered into an agreement to allow the applicant to install landscaping on SCL property and SCL parcel has limited development potential due to overhead power lines. Additionally, the intent of the front yard and front yard landscaping requirements is to provide appropriate streetscape along the street's edge. Granting this variance does not constitute a grant of special privilege. Properties that have a similar situation also have a right to apply for a variance. 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located. Tukwila Municipal Code 18.06.525 defines lot frontage as "that front portion of a lot nearest the street, except on a corner lot in which case the front yard shall be considered the narrowest part of the lot that abuts a street." If Interurban Ave S were to not be considered the Front yard but instead 48th Ave S were, the 25' required setback along the longer frontage here would have significant impacts upon the layout of the site and the applicant's ability to utilize the property; a 25' Front yard setback along 48th Ave S and a 5' Side yard setback along the 15 offramp would reduce the developable depth of the lot along the storefront facade from 118.5' to 106', significantly reducing the ability to accommodate drive -aisles and parking on the site. By considering the Seattle City Light parcel (APN 0003000032) as part of the project site, the front yard would be oriented to Interurban Ave S, a minor arterial street. A 25' Front yard setback would be applied to Interurban Ave S, while a 12.5' Second Front yard setback would be applied to 48th Ave S. The Peterson's 76 site layout is unique in the area as it is surrounded on three sides by public right-of-way, with site access only available along 48th Ave S. No other sites in the area have such access/layout limitations. Allowing the front yard landscaping to be installed on SCL parcel and allowing the coffee kiosk setback to be measured from the west property line of SCL parcel is necessary due to the location of SCL parcel in between Interurban Ave S and the subject site. In addition to the 25' setback from SCL property line along Interurban Ave, the coffee kiosk will need to be set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. Additionally, neighboring parcels to the north along 48th Ave S contain structures with setbacks from the street varying between 5' and 15'; identifying 48th Ave S for the 12.5' Second Front setback at the Peterson's 76 site would be consistent with the existing built environment here. 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated. No harm, injury, or interference with uses of adjacent and neighboring properties would result from the variance. Traffic, light, and noise will not be affected by the granting of the variance. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 12 Granting of the variance will provide a larger landscaped buffer along Interurban Ave S., providing an improved public realm along the arterial right-of-way. 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan. The granting of the variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; the project will still need to meet the requirements of the Design Review and Landscaping portions of the Tukwila Municipal Code, effectively keeping the project in line with the "Community Image" intent of the Comprehensive Plan. 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. The intent of TMC 18.06.525 is for lot frontage to be "that front portion of a lot nearest the street, except on a corner lot in which case the front yard shall be considered the narrowest part of the lot that abuts a street." Peterson's 76 leases land across three adjacent parcels including the Seattle City Light parcel at the corner of Interurban Ave S. and 48th Ave S. Thus, the variance proposal should work to meet the intent of TMC 18.06.525 by designating Interurban Ave S. as the Front yard for the project. 6. The need for the variance is not the result of deliberate actions of the applicant or property owner. Peterson's 76 has leased the subject properties from Strander Family LLC and Seattle City Light for a number of years. The need for the variance is not the result of any deliberate actions taken by the applicant or the property owners. CONCLUSIONS - ZONING VARIANCE PERMIT • The proposed variance will not constitute a grant of special privilege. The coffee kiosk will need to be set back 25' the from SCL property line along Interurban Ave, and set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. • The layout and site configuration for Peterson's 76 is unique. Interurban Ave S is a more heavily trafficked arterial street than 48th Ave S, making it an appropriate street to be considered for lot frontage. • The variance would not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity or in the Commercial/Light Industrial district. • The variance does not conflict with goals and policies of the Comprehensive Plan. • The proposed use is necessary for the preservation of a substantial property right. • The need for the variance is not the result of any deliberate actions. RECOMMENDATIONS - ZONING VARIANCE PERMIT L17-0055 Design Review SR & L18-0009 Variance 2/22/18 13 Staff recommends approval of the Zoning Variance permit requests: 1) Consider the front yard setback from Interurban Ave S and second front yard setback from 48th Ave S as the proposed fueling station and existing truck fueling station are an integrated site with Seattle City Light parcel Tying in between the subject site and Interurban Ave S; 2) Allow front yard landscaping to be installed on Seattle City Light property (parcel number 0003000032); 3) Allow the drive -through coffee kiosk in the front yard setback as long as it is minimum 25 feet away from the west property line of the SCL parcel (street edge of Interurban Ave), and set back 5' away from the shared property line of SCL parcel 0003000032 and parcel 0003000113 to comply with International Building Code setback requirements. With the following condition: • If the agreement between Seattle City Light and Peterson's 76 expires and is not renewed, landscaping on SCL property and the drive -through coffee kiosk will need to be relocated to meet the landscape and setback requirements of the Tukwila Municipal Code at the time of expiration. SECTION TWO - DESIGN REVIEW This project is subject to Board of Architectural (BAR) design approval under Tukwila Municipal Code (TMC) Section 18.60.030. In the following discussion the Board of Architectural Review criterion is shown below in bold and italics, followed by staff's comments. For the applicant's response to the criteria, see Attachment D. Design Review Criteria TMC 18.60.050.E Commercial and Light Industrial The following criteria shall be considered in all cases, except that multi -family and hotel or motel developments shall use the multi -family, hotel and motel design review criteria: 1. RELATIONSHIP OF STRUCTURE TO SITE. a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement. The proposed project will significantly improve pedestrian movement adjacent to and within the site, with designated walkways providing access to the convenience store from the public right-of-way on 48th Ave S. Landscaping along Interurban Ave S and 48th Ave S will provide an improved transition from the right-of-way as well as improved screening of parking and fueling areas within the site. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. Parking is located along the front of the convenience store and is screened by the landscaping along 48th Ave and Interurban Ave S. Fueling islands area also screened by landscaping along 48th Ave. A loading stall will be located at the rear of the building near the delivery door and lis generally screened from Interurban Ave S by the store itself. c. The height and scale of each building should be considered in relation to the site. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 14 The Commercial/Light Industrial district allows a maximum height of 45'-0". The height of the coffee kiosk is approximately 15'. The height of the fueling canopy is 18'-10" with a 16'-0" clearance under the canopy, which is an appropriate size to allow for customer protection while fueling vehicles. The highest part of the convenience store is 40'-4%". This progression of heights from Interurban Ave S reduces the visual impact of the structures on the public realm by locating the tallest structures further away from the arterial street. 1. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA. a. Harmony of texture, lines and masses is encouraged. The proposed building is approximately 10,021 square feet. The mass and scale of the building is consistent with the surrounding commercial/industrial areas. The proposed siding is somewhat industrial in character, with a combination of wood, metal, and concrete/brick that work to complement one another. Large floor -to -ceiling windows and sunlights provide significant transparency for the convenience store. The texture and lines of the proposed mai;erials are harmonious. b. Appropriate landscape transition to adjoining properties should be provided. 25' of landscaping is proposed along Interurban Ave S., and 12.5' of landscaping is proposed along 48th Ave S. Street trees will help to screen the fueling area while providing an enhanced public realm. Additional infill landscaping along the perimeter and next to the convenience store is proposed to meet the TMC 18.52 requirements. c. Public buildings and structures should be consistent with the established neighborhood character. The proposed buildings will be used to provide services for fueling station customers as well as passing drivers and pedestrians. The convenience store and coffee kiosk have been designed to match one another and to blend in within the surrounding commercial/industrial neighborhood. The two-story convenience store is an appropriate massing in the context of the surrounding Commercial/Light Industrial district, where many structures are one to two stories. d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. The convenience store and its parking are facing the fueling area to allow for customer parking in front of the store or they can easily and safely walk from their cars at the fueling islands into the convenience store. There will also be a rear customer entrance to accommodate the customers from the commercial truck fueling islands. A pedestrian walkway will be provided with a bike rack in front of the convenience store to the offsite sidewalk along 48th Ave. Design includes a coffee kiosk that will be oriented to allow drive up customers to purchase coffee then exit the site. e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. A paved pedestrian pathway from 48th Ave S to the convenience store entrance has been provided. One-way entrance and exit ramps for the vehicle fueling station are offset with driveways across 48th Ave S to reduce potential traffic conflicts. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 15 3. LANDSCAPING AND SITE TREATMENT a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. No changes to site topography are proposed. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety, and provide an inviting and stable appearance. Grades of paved areas are minimal. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. The project meets the design criteria. To accommodate the types of uses found in the Commercial/Light Industrial district, landscaping may be clustered to permit truck movements or to accommodate other uses commonly found in the district if the criteria in TMC Section 18.52.100.D are met: D. Clustering or perimeter averaging of landscaping may be considered if: 1. It does not diminish the quality of the site landscape as a whole; and • The proposal does not diminish the quality of the site landscaping. 2. It does not create a nuisance to adjacent properties; and • It does not create a nuisance to adjacent properties; the project will increase the amount of landscaping onsite and provided increased screening through the use of street trees. 3. If adjacent to residential development, the impacts from clustering are minimized; and • Project is not located adjacent to residential development. 4. One or more of the following criteria are met: a. Clustering or perimeter averaging of plant material allows more effective use of the industrial property; or b. Clustering or perimeter averaging of landscaping enables significant trees to be retained; or c. Clustering or perimeter averaging is used to reduce the number of driveways and curb cuts and/or allow joint use of parking facilities between neighboring businesses; or d. Clustering or perimeter averaging avoids future conflicts with signage. • Clustering of plant material allows for more efficient use of the site relating to activities that are usually accessory to vehicle fueling stations (fuel tank refueling, traffic movement, parking, etc.). d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. The proposed landscaping will be verified to ensure the plantings are done according to City standards, including the species used. Curbs will help to ensure that landscaped areas are not encroached upon. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. Per TMC 18.70.090 (B), design review triggers compliance with the City's adopted landscaping requirements. Additionally, the Board of Architectural Review may modify the standards when in their L17-0055 Design Review SR & L18-0009 Variance 2/22/18 16 judgement strict compliance with the landscaping standards of the code would create substantial practical difficulties. The current proposal meets the landscape requirements of TMC 18.52. f. Screening of service yards and other places that tend to be unsightly should be accomplished by use of walls, fencing, planting or combination. Landscaping along the perimeter is proposed; street trees will provide screening of fueling areas from public rights -of -way. An existing trash enclosure on parcel 0003000045 will screen refuse containers for the site from view. g. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used. No such features are proposed. h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. Lighting will be configured to provide safe vehicular and pedestrian travel through the site. 28 LED lights, ranging in strength from 3,806 lumens to 18,056 lumens, will provide adequate lighting through the parking lot and around pedestrian areas leading into the building. Lights will be shielded down to reduce impact to surrounding properties, and building mounted lights facing northeast toward the Days Inn hotel will be lower strength to reduce offsite impacts. CRU-SC-LED LED CANOPY LIGHT - LEGACY SIDE'AEW BOTTOM,AEx, PERSPEC IE.'! TOP VIE14 XLCS LED Area Light PERSPECTIVE VIEW SOE VIEW ENO VIEW 1� XLCW LED Wall Sconce PERSPECTIVE VIE.'.V SIDE VIEW . M . 5.5* VIEW Image 5: Proposed Lighting Styles 1. BUILDING DESIGN. a. Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surroundings. While freedom was given to the applicant to design a building that would meet the functional needs of the proposed fueling station, convenience store, and coffee kiosk, City staff also worked to ensure that the project's design would be appropriate for the surrounding retail/light industrial built environment. b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 17 This progression of heights from Interurban Ave 5 reduces the visual impact of the structures on the public realm by locating the tallest structures further away from the arterial street. c. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. Windows will utilize same materials throughout. Doors, railings, trim, and gutters will be of similar materials and colors. d. Colors should be harmonious, with bright or brilliant colors used only for accent. The proposed color scheme was selected by the owner and is appropriate for the design of the building. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. Trash and mechanical units will be enclosed. f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design. Site lighting will consist of light poles and new exterior lighting attached to building. Exterior lighting will be LED lights with minimalist, trapezoidal shape that will be in harmony with the overall building design. Lights will be shielded downwards to reduce impact to surrounding properties. g. Monotony of design in single or multiple building projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. Materials are varied between roof, trim, and siding, adding visual interest. The slanted roofs of the convenience store and coffee kiosk provide a modern look to the site's main structures. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 Image 6: Proposed Convenience Store Structure Rendering 18 Image 7: Proposed Coffee Kiosk 5. MISCELLANEOUS STRUCTURES AND STREET FURNITURE. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. The convenience store and coffee kiosk have been designed to resemble one another, utilizing similar design elements, materials, and colors. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. Pole lights on site will provide lighting for drive through coffee kiosk. CONCLUSIONS — DESIGN REVIEW Structure height, length, and setback requirements are in compliance with the Commercial/Light Industrial district standards. Landscaping is in compliance with all Tukwila Municipal Code standards. The City's Urban Environmentalist has reviewed and approved proposed plant species, siting and materials to ensure appropriate spacing. The perimeter landscaping follows a coherent design concept, which will soften the impact of the vehicle fueling station on surrounding properties and create a more pedestrian - friendly atmosphere along the adjacent streets. Changes to vehicular and pedestrian circulation proposed for the site will work to improve safety and provide a more pleasant environment for customers and employees. The renderings demonstrate a cohesive style and quality design with ample modulation, articulation, and attention to detail. Materials are varied between roof, trim, and siding, adding some visual interest. The slanted roofline pitch provides a modern look to an otherwise simple building, while L17-0055 Design Review SR & L18-0009 Variance 2/22/18 19 keeping the visual impact on surrounding properties to a minimum. The color palette is appropriate for the materials proposed. RECOMMENDATIONS — DESIGN REVIEW Staff recommends approval of the Design Review application with the following condition: If the agreement between Seattle City Light and Peterson's 76 expires and is not renewed, landscaping on SCL property and the drive -through coffee kiosk will need to be relocated to meet the landscape and setback requirements of the Tukwila Municipal Code at the time of expiration. INFORMATIONAL ITEMS 1. Any signage that is visible from the right-of-way or adjacent properties shall be reviewed through submittal of a separate sign permit application. 2. Irrigation plans shall be reviewed through submittal of a separate building permit application. 3. As part of the future building permit for this project a Spill Response Plan is required, and the Spill Kit Locations shall be shown and described. 4. At the time of building permit application submit calculations of the total area (private property, City of Seattle and Tukwila right of way) to be disturbed as result of this development. If more than 1 acre of land is being disturbed, project will require a Notice of Intent (NOI) application form - Construction Stormwater General Permit from the WA State Dept. of Ecology, phone number 360- 407-6556. 5. BMPs for all commercial properties and fueling operations shall be implemented. Contact Greg Villanueva, NPDS Coordinator, Public Works Dept. (206) 431-2442 greg.vilolanueva@tukwilawa.gov if you have specific questions regarding these BMPs. 6. Fire and Park impact fees will be assessed for the difference in building square footage from the existing building that will be removed. Please include with the building permit submittal the square footage of the existing building. L17-0055 Design Review SR & L18-0009 Variance 2/22/18 20 ATTACHMENT A VICINITY MAP SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES SITE PLAN • SQUARE FOOTAGE FIRST FLOOR Building Use Occupancy Classification Square Footage Sales Area Convenient Store M VB 3715 Restrooms Convenient Store V8 558 Storage Convenient Store 5-2 VB 494 Coolers Convenient Store M VB 1763 Future Quick Serve Convenient Store M VB 154 Office Convenient Store B VB 160 Cashier Convenient Store M VB 246 FIRST FLOOR TOTAL 7090 SECOND FLOOR Building Use Occupancy Classification Square Footage Office Convenient Store B VB 753 Storage Convenient Store 5-2 VB 1697 Balcony Convenient Store VB 481 SECOND FLOOR TOTAL 2931 TOTAL 10021 COFFE KIOSK 8 VB 200 FUEL CANOPY 5230 r %O®e '21 CANOPY FUELING ISLAND SITE DATA ADDRESS/LOCATION: MUNICIPALITY: PROJECT SITE AREA: TOTAL SITE AREA: LANDSCAPE CALCULATIONS: TOTAL BUILDING AREA: EXISTING ZONING: PARKING 1. PARKING REQUIRED. 13310 INTERURBAN AVE S TUKWia WA 99169 APO 0003004113 APN:000300-0045 CITY OF TUKWILA LOTA-38,612 SF (.84 ACRES) LOT B • 35.575 SF (82 ACRES) APN (LEASED) • 3.627 SF (08 ACRES) •75,814 SF (1.74 ACRES) SEE LANDSCAPE DRAN4NGS 10,021 SF CLI 2.5 STALLS PER 1,000 SQUARE FEET 10,021 51'/ 1000 •2.5 = 25.06 26 STALLS REQUIRED . PARKING PROVIDED: 28 STALLS • ACTUAL AREA SHOWN 151.74 ACRES PER COUNTY PARCEL VIEWER 48TH AVE S 0 O L0000110."E0sT11I01.1 WYEi1rs0Al O LOCATION OF kV/ OCYCLERAct. SEE DEIM 7/50101. O NEW VAH611Yr LOTL4H1 POLE 1Nd0 NM ROW. IY1,10.1.OG POLE 10 eE4. SO.. Ma POLE IC MGM WI109101EFI16N 5 SEE OETM650101 AIL ELECTN.L OMYANGS FCR VANLFACIIRERA101/000.WORMAIDN • EMPLOYEE 060000TED PAW.AFA O E%IS111.G COMNERCY TRUCK iUELM4051,E16ER5 MO UWPY O 10% Il00.01142CHEVW1Hr MIXWNIEREREC100 PINT 003501.5IRIPWG O 14EWOEKRETE54a01% 061LI1DiM1WEN51N8A0AALEIIi SIDEWALK. SLOPE ASNECESSART 706iriAW51NR4402A0 REQUIREMENTS SEE CM. OAAM .S O HEW PUBLIC ACCESS WALKWAY AO 1,11110FiRAVEL FROM ADJACENT PUOUCSR)EWA1./.11Ni 00WAY O 1.WIA DSWe PlA1M. IMOSC PECMS'ANGS O NEIY'ENiM1.0ERA7. NO Car OREm.YLSIGI1AGE O REOURE0111N0IN IEW10SCAPEBUFFER O NEVIADA ACCESs161ERAMPIVNNTRUVGTED 00ME5. SEE 0ETAK 1050101 O N6YII027'%52 FUEL CANOPY. SEE CAFAFY MINIS 0N5IEETCAI O EASrItO iliA511 ENCLOSURE TO REIIAItiumpt E55EO BY 1HE COINENENCE STOLE NO COFnE 10051< O LWEOLSFAT soTYLIGMr U1411Y 6NSEu.00 • EMERGE. 80010FF WW1.. EFIERp7 ELEVATIONS MA NEL SIZE PLAN iS I.I O NEW 6PRO,ECINE GLAD BOLWD. PM a 6. 54E 1E1M2/50101 O NEW 6PROTECTM GIW4WLVPOWIMPIXE601611YSIGN.EA. ACCESSINE 770004 STALL SEE DE. 150101. O LOGIION OF RE0 60%UN1 • LOCA1101.10F NEWK£MERCHAOSER OIOCATIONOF N'EW ICE NERCHWDISEF O AWN,. ONVEWAYENrRY. SEECML 01:./1li5. O NEVI 4R' DRIVEWAY WRY. SEE CIV80MW1145 O NEW IOIOEPI30AO STORAGE TMIKS. SEE UM WFO0M11010N FUEL SHEETS ES NEWA1 Mr. F'%r%.CONCRETE PAWIIN GUIRO POSTS. SEE DEWS 3.4 d 701151.150101 ® NEW130LLAR0L41m FUTURE. SEE ELECTRICAL LAWN. 40141.1.41..11,1,010 NOEL MO.DEr6 rro1CM OG60401015 0 7.5 15 30 60 90 PM DESIGN Architectural Solutions Group f j^ r S 6 r s JAN J .' Seel 0 1 100 0 1 co Project Number PTW16001.0 Sheet Nome SITE PLAN Sheet Number SP101 '0 i3 21 SCALE 1•�15•—U• It? -as:75'4"Ir VICINITY MAP SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES 23 SQUARE FOOTAGE FIRST FLOOR Sales Area Restrooms Storage Coolers Future Quick Serve Office Cashier Building Use Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Occupancy M S-2 M M B M Classification Square Footage VB 3715 VB 558 VB 494 VB 1763 VB 154 VB 160 VB 246 FIRST FLOOR TOTAL 7090 SECOND FLOOR Office Building Use Convenient Store Occupancy B Classification VB Square Footage 753 Storage Balcony Convenient Store Convenient Store S-2 VB VB 1697 481 SECOND FLOOR TOTAL 2931 TOTAL 10021 COFFE KIOSK B VB 200 FUEL CANOPY 5230 SITE DATA ADDRESS/LOCATION: MUNICIPALITY: PROJECT SITE AREA: TOTAL SITE AREA: 133101NTERURBAN AVE S TUKWI1_A, WA 08168 APN: 000300-0113 APN: 000300-0045 CITY OF TUKWILA LOT A • 36.812 SF (.84 ACRES) LOT B • 35,575 5F (.B2 ACRES) APN (LEASED) • 3,627 SF (.06 ACRES) '75.814 SF (1.74 ACRES) LANDSCAPE CALCULATIONS: SEE LANDSCAPE DRAWINGS TOTAL BUILDING AREA: EXISTING ZONING: PARKING: I. PARKING REQUIRED: 10,021 SF CLI 2.5 STALLS PER 1,000 SQUARE FEET 10,02E 01'/ 1000.2.5= 25.06 26 STALLS REQUIRED • PARKING PROVIDED: 26 STALLS • ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER O IMMO.; FXISIRI AIN11MENT SIG! Oi OGTWNO; IEL'I BCYCLE MIX SEE IVAR N5010L O NEwMIW::::::::ELnuvrvloEoorWClrPIwwP1.PaE*oeE1•sa,aE'"V"E.IeNCN"""'nERNSN SEEOEfAA OIiDNIA 9ElECI@GLORAMNOS FOR UIID MNOSKIl4PRM0 M00EL INiOWMOW. pl EMPLOYEE CESIGIAlE0 MUM AREA O FXJSIINGCOMUEN0Al 1RUC% 1UEL1/1GCISPEN5ERSANO LOOPY 0 10 X300050 3 IONE NMI( I11100WWEREELECRVE PLANT NAGM.SIRIPNG O NEWW06ETESgE!VA1%4YNLL15 AICHEYSRGA0.NCnIT 50EWALIISIOPEAS NECESSARY TO 41EErp0ASrW16VI05NID RE WIRENEMS. SEE CNL OMWII$s 00 1l6WPu000ACCESS WlLkw%Y ATOM IMI.'MVEL FIRM AMC., PUBIC SNEWN5RKN1af1YAY O NEWIN1pSCIPE PVNIER. SEEU105GWE MOMS. • NEY/'ENnMNCEONLY '110ENi' O0ECTMIL SWAGE. O REWIRED MWIMIM IS. LMOSCCSPEB1OFER 17 NEN' AM ACCESSWLEMUM. IMNC.ATEO DOMES. SEEOETAL 1050101 • Nf1Y 1LP.T%SIFua CAMPY. SEE G11OPl PETALS CNs1EF1 GI. O E%6010T6A511 ENCLOSURE TORE/40WN1p N:CESSE08Y 1NECCINENENCE 5101E AND COFFEE MOSS IDS LINE Or SGIRE OM LIMIT U1Mn EA5E41FNt O EMERGE,. SINi-0F1 SW1,01 SEE E%1ERp2ELEVAi0115 MO FUEL 0IE PUNFSI I. O NEW 6' P00IECIAE 6AM110 00LW0. TYP 016. SEE DEEMLSD101 tO1 NEW ITP00rECINEGGROFIFUN✓0NINACCESSIeaIIYLWYUEAi NSE551&EPMSINGSINL SEEDE1NL11s0101 O 1OG110N CF RED B0% Mt. O 10GD0N 0P 1E1V ICE MERG W PISFN )OI 1.0CAT10110G rew0E 4E0KMMa5En. O NEW.4: MI/EMT ENIRY, SEE CML°RAMOS O NEWtea ORNEV/AY ENTRY, SEECMS DMMAes t31 NEW CWDERGR0U110STORAGE TANYS SEE 1MM 01F0 0101010115UEL5NEE15 /O� NEW NA UNITCN Y%Y M %I. COMMIE MD MTN GUARD VOSUS. SEE DEIAIIS>4510N 5NEE1 SIMI "✓11 1111E 0 I.1,1 1f. FIYIME..SEE ELECTNGL OMVM%S HIR UAN.RACi7II,Eli 110%l,NMOERS TYPICAL OFeLC110N5. 1 SITE PLAN INTERSTATE 5 (SOUTH BOUND) • 0 15 30 60 90 120 SCA PM DESIGN Architectural Solutions Group t-ave Se0I H 62 m 7 1n 2 K CL 0 z 0 m co in 0 Project Number PTW16001.0 Sheet Nome SITE PLAN Sheel Number SP101A SaM 35 N,^?m Omer BOUNDARY AND TOPOGRAPHIC LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) 2.0 00 O -0- 60 0 0 AAA ED jA Y LUMINAIRE (RUM) YARD LIGHT POWER METER POWER POLE JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CO) STORM MANHOLE (5UI*H) SANITARY SLIVER MANGLE ($SHAH) CLFANOUI (AS NOTED) GAS METER CAS VALVE WATER VALVE (WV) FIRE IRDRAN7(FI) / cONNECNON(rOC) WATER 11441101E WATER METER BLOW -OFF / AINVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (A5 NOTED) STE BENCHMARK SECTON CORNER (AS NOTED) rOUND REAR/GP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT / / / / BUILDING UNE -INO)- CHAIN LINK FENCE 4Y000 FENCE BARBED WIRE FENCE HOGWIRE FENCE WATER LINE GAS UNE OVERHEAD/UNDERGROUND TEL LINE OVERHEAD/UNDERGROUND PYR. LINE STORM UNE SEWER LINE EVERGREEN TREE DECIDUOUS TREE FOUND MONUMENT IN CASE CONC. FILLED 2' PPE W/1ACK (FEBRUARY 2013) 25 • POWER IN/(RAN50R8ER AND VC WIRE TEL. RISER NO PARKING SIGN LOT LIGHT GAS VALVE MD 5/8" NEBAR/CAP&TALI( 'BRIT L596434/18723/22333' (FEBRUARY 2013) CB STD. CRATE WATER VALVE MRf HYDRANT POWER POLE W/0RAN5F0R4EA AND UC WIRE JBOK 1-5 ) GUY ANCHOR 6'K2.5' TEL VAULT UTILITY VAULT DEAD ENO / SIGN / /2T`c'9G \\ 9 � �y s FOUND MONUMENT IN CASE BRASS PIN IN 4'64" CONIC POST INTO INTERURBAN AVE & 52N0/561H AVE 3. (FEBRUARY 2013) O L z' uo HT z' u WP 44' UD GERM SSMH-B MEMO APN 000 3V0-0032 PH LI PHIWPS PSSIGN HEIGNT=2259' EMPLOYEE PARKING SIGN TEL M/H LOT LION SURVEY CB-G CD -II FOUND LEAD & TACK (FEBRUARY 2013) UTILITY VAULT GUARD RAIL (2) WATER FAUCETS 0B-F POWER POLE W/TMN50R0ER, LUMINA0E, AND UC WIRE / CONDITIONER POWER METER CNAWUNK FENCE (4) GAS VENTS JBOK BLDG CDR, 1.2' NW OF PROP. LINE POWER CONDUIT UNE TD ESPRESSO STAND (ABOVE GROUND) CHAINUAN FENCE 2.1' SE OF PROP. UNE GATE CILAN (SUSPENDED) GATE POST FOUND TACK & WASHER (FEBRUARY 201 POWER POLE W/1RANS0ORMER AND UG WINE nun' VAULT 6A1E POST .v CAS ME[EB EDT VALVE LIGHT SITE BENCHMARK: SET MAC NAIL EL=18.36' ENCLOSURFIrn= FOUND 1.10NUMENT IN CASE 2" BRATS 01514 AVE S CLOF481N ME (FEBRUARY 2013) WATER VALVE FIRE HYDRANT POWER 4EIFA' .. CLE NDUT FIRE PROT. STD PIPE WATER UNE (LOST TRACE) GAS LINE (LOST TRACE),. SET 1/2' REWR & CAP 'BCE 40016' (TYP.) 44, CIWNUNK FENCE 2.2' SE OF PROP. UNE TABLE OF INVERT UNARMS: SS4H-A (METRO): RIU.21.22' 18' CONIC LE E= 7.22' 18' CONIC LE W . 7.22' 18' CONIC LE. 5 - 722' SSMH-B (METRO): R4=22I7' 3F GONG LE NW = (-4.28) 36' GONG LE SE = (-4.38') SSMH-C: R60=18.66' 12' CDNC LE HE = 9.02' 12' CONIC LE SW = 892' 12" CONIC I.F. SW = 14.43' II' PINE 15' PINE APN 000300 -0030 LOT WIT 15' PINE 13' PINE 17' DECIDUOUS ." 16' DECIDUOUS 8' DECIDUOUS LOT LIGHT CNNNUNK FENCE 2.1' SE OF PROP. UNE TABLE OF INVERT ELEVATIONS: CB -A (28' DIA): CB-B (28' DIA): RM=19.74' 6' CONIC I.E. NE = 1E24 R64=19,78' 6' CONIC 1.E. N 1036' CB-C (28' DIA): 04.1676' 6' COOK I.E. 554' = 17.26' CB-D (SDI. CRATE): (TYPE i) RA1=17.93' 12' OM I.E. NW = 14.99' 12' OR 0P. TOP • 16.63' CB-E (SDI. GRATE): RW=17A7' (TYPE 1) 12' 01P I.E NW = 15.49' 12' CARP 0.F. TOP . 16.99' CB-F (STD. GATE): RW=7921' (TYPE I) 8' KG LE W • 16,91' 8' ADS I.E. 512 = 1645' CB-G (STD. GATE): R91=18.80' (TYPE 0) 8' ADS LE. NE . 15.00' 12' 03NC LE 5E = 14.60' 12' CONIC LE. N • 14.79' 12' CONIC I.E. YI = I4.B0' CB-H (VANE GATE): 00-0641' (TYPE I) IY CONIC LE. NW a 1966' 12' CONIC IL SE = 14.56' 03-1 (VANE GRATE): CB-J (5000 U0): SDMH-k SSMH-0: BUA=19.91' (CITY OF TUKWILA) 18' COW LE. 5E = 7.51' 18' COW I.E. MY = 7.36' 12' CONIC I.E NE • 791' R111=18.60' 12' CONIC IE. NW = 14.50' 12' GIMP LE SE . 14.40' RN=19.62' 12' CONIC LE. SE = 15.07' 12' CONIC LE. NE = 15.02' RIW1699' 12' NNC I.E. NE = 1451' 12' CARP I.E. NW = 14.44' 12' OW' I.E SE = 14.39' 12" CONIC LE SW = 14.43' OR H 15 L7 30 '*50 7 ". 7NB1P. 11•1199,1 06,4261691662'070*4 60 SCALE: BASIS OF BEARINGS: HAD 83/91 SOUTH 88'35'57' EAST, AS MEASURED BETWEEN MACS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901. ; LEGAL DESCRIPTION: (PER CHICAGO TIRE INSURANCE CD*PANF ORDER IN.: 1357644, DATED FEBRUARY 4, 2013) PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAIM NO 38, AND OF THE CYRUS C LEYAS DONATION LAND CLAIM ND. 37, SECTIONS II, 14 AND 15 TOWNSHIP 23 NORTH, RANGE 4 FAST, WILLWERE MERMAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. COMMENCING AT A CONCRETE MONUMENT AT ME INTERSECTION OF DIE CENTERLINE OF THE CITY OF SEATTLE TRANSMISSION UNE RIGHT OF WAY, WITH THE CENTERLINE OF 48TH AVENUE SOUTH AS RECORDED UNDER AUDITORS PILE N0. 5313596, RECORDS OF KING COUNTY, WASHINGTON, THENCE NORM 41'45'35" EAST ALONG SAID CENTERLINE 270 00 FEET, THENCE SOUTH 4814'25" EAST 25.00 FEET TO THE SOUTHEASTERLY MARGIN OF SAID 48TH AVENUE SOUTH AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 4014'25' EAST 144.98 FEET TO TIE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY N0 1. AS ESTABUSITE0 0Y JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT. CAUSE N0 591370; THENCE NORTH 52.46'36' EAST ALONG SAND NORTHWESTERLY MARGIN 268.85 FEET; THENCE NORTH 4814'25' WEST 196.32 FEET TO THE SAID SOUTHEASTERLY MARGIN OF 48TH AVENUE SOUTH; THENCE SOUTH 41'45'35' 4YF.51 NONC SAID MARGIN 263.70 FEET TO THE PONT OF BEGINNING. PARCEL B: THAT PORTION OF THE 51EPHEN FOSTER DONATION NAND CLAW N0, 38 IN SECTIONS 14 AND 15, TO4MSHW 23 MIRTH, MAKE 4 EAST, IV. U., KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS NORM 81'44'15" EAST A DISTANCE O 199.17 FEET FROM A MONUMENT (NUM AT THE END OF A CURIE ON THE CORER UNE 0f ME WIWAMI0II-REMTON JUNCTION ROAD NOW WO. SAID CURVE BEING APPROMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE WARIER SECTION CORNER BETWEEN STUD SECTIONS 14 AND 15: THENCE NORM 4036' FAST A DISTANCE OF 20000 REE1: THENCE SOUTH 49'24' EAST A DISTANCE OF 183 FEES MORE 0R LESS, TO A POINT ON ME NUROA6ESTERLY RICHE -OF -WAY WRCW OF PRIMARY' STATE HIGHWAY N0. 1 AS 5.41 WON WAS ESTABUSNED BY JUDGMENT AND DECREE OF APPROPRIATION W KING COUNTY SUPERIOR COURT CAUSE NO 591370: MENU SOUTHWESTERLY ALONG SAO N0R0900510RLY MATGW TO A POUT FR01J 04601 THE PONT OF BE0WNINC BEARS NORTH 4424' WEST; THENCE FLORIN 44 24' WEST TO THE POINT OF BEGINNING, VERTICAL DATUM: NAw 88 VERTICAL BENCHMARK: 005 VRTCAL CONTROL PONT N0. 93V-513, BEING ME TOP OF FOUND CONCRETE MONUMENT 0 CASE AT THE INTERSECTION OF S. 144TH ST.. 515T AVE S. AND MACADAM R0. 5. BEY. 160.16 US FEET (Maw 810 DATES OF SURVEY: Fa> SURVEY BY BW0Ny5B4 CONSULTING ENGINEERS: INC. CONDUCTED IN FEBRUARY, 2013. ALL 40NUYEMS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBERS AP.N. 000300-045 090 000300-0113 REFERENCE SURVEYS: 1. R.0.5., REC. N0. 7409230426 2. R.0.5., REC. N0. 8202039010 3. R.O.S., REC. N0. 9803099003 4. ALTA/AC54 SURVEY BY BUSH, ROEO & HITHCINGS, INC., DATED 1-30-89 5. SITE AS -BUILT MAP BY JOHN E. EWING AND ASSOCIATES, DATED 3-11-80 LOT AREAS: PARCEL A 45,0003 S.F. (1.033 ACRES) PARCEL B. 25,1046 S.F. (0.583 ACRES) TOTAL LOT AREA: 70,104 S.F. (1.613 ACRES) PROCEDURE / NARRATIVE A FIELD IMMERSE USING A TRIMBLE 5800 MU A LDCA TCR703 SUPPLEMENTED WITH FELD NOES, WAS PERFORMED, ESTABLISHING DE ANGULAR, VERTICAL AHD DISTANCE RE1A1gN0NP5 BETWEEN THE MONUMENTS, PROPERTY LINES AND BHNI4MENIS. THE RESOLING DATA MEETS OR EXCEEDS 11E STANDARDS FOR LAND 800*40AIW SURVEYS AS SET FORTH IN WAC 332-130-090. SURVEYOR'S CERTIFICATE: T0: THIS IS TO CERTIFY THAT THIS MAP 0R PUT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF 1HE DATE OF THE MELD SURVEY. FEBRUARY 18TH, 2013. 2-ZS-Zot3 OWEN B. HILLE P.LS. DATE WASHINGTON REGISTRATION N0. 40016 w- YJ L4]8� 2 0 U 0 F v LL 5E i. r cc 0 o . 3 y � 3 0 CC 0 0_ 3 o� Z CI F;, H Z a a U 171 n > 'Ion; e cr3 a o L- N N CO N N 03 I I E 40 0 o T 16066AERkl.dwg If 7-'aCc +9 Dale.Ja199,2018 09:01 All 2 LEGEND INTERURBAN AVENUE SOUTH EXISTING PROPOSED '-54i'45'43"W 150.00' NOTE: ACREEMEN1 IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE OEVEIOPUENT CITY OF SEATTI F PARCEL# 0003000032 PROPERTY LINE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE COFFEE RIOSK FF= 21.50 95:-HEW CURB & GUM? 35' NEB DR NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA GOVERNING AGENCIES 48TH AVENUE SOUTH S41'45'43•W 200.00' r 25 71' 3 HER CURB & CURTER GRADING DRAINAGE ROAD WATER. SEWER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD 5100 TUKWILA, WA 98168 CONTACT DAVID MCPHERSON PHONE: (206) 431-2448 POWER PUGET SOUND ENERGY PHONE: (888) 321-7779 PROJECT DATA ZONING: COMMERCIAL LIGHT INDUSTRIAL EX. PROPERTY AREA= 30871 SF (0.71 AC) NEY/ PROPERTY AREA= 35,575 5F (0.82 AC) DISTURBED AREA= 38,008 SF (0.87 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 310 BCY SUBGRADE CUT = 1713 BCY SUBGRADE FILL = 401 BCY • FOR PERMIT USE ONLY EX. ONSITE IMPERVIOUS AREA= 22.990 SF PROP 0NS11E IMPERVIOUS AREA= 29,650 SF NET CHANGE ON51TE IMPERVIOUS AREA= +6660 SE FLOODPLAIN SITE IS NOT WITHIN THE FEMA FLOODPLAIN PER FEMA FIRM 853033C0957E. 14EAREST FLOOD LEVEL IS ELEVATION 14.2 (NGVD29). CONVERSION TO NAND 88: ELEV(PIAV088)= ELEV(NGV029 + 3.23 FEET). �Y® • ' ' NEW CONC, SIDEWALK I1PI��,>1 ..—.. � p ------ i . . - �_� • 1 - L5C INTERSTATE5 OFF -RAMP 52'45 44 k,24.9 PROPERTY INFO PARCEL NO: 000300-0113 I FGAL DESCRIPTION LOT 8 A5 RECORDED UNDER BLA NO. L14-005, KING COUNTY REC. #20140821900001. BASIS OF BEARING SOUTH 88'35T57' EAST, AS MEASURED BETWEEN WGS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901 (NAD 83/91) YFRRCAL DATUM WGS VERTICAL CONTROL POINT NO. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF 5. 144TH ST., 515T AVE. S. AND MACADAM RD. S. ELEV. = 160.18 US FEET (NAND 88) JAN 01 LuiJ 20 I Inch . 20 ft. VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIWL 51ST ENGINEER TERR4A DESIGN CROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98736 CONTACT: PEDRO DECUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro6terraformode4gn9roup.com ()TYNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKYALA, WA,98768 PHONE: (206) 433-0149 EMAIL: stevethminc.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwollaceCpmdginc.com n. S41;45'43"W 1399.73' (MEAS.) l_ 1441 4.5 43"E 2 �r�l1� 20 1•I MEN. REMOVE EX SLAB & BOLLARDS NG LINE iPARCEI0003b0004 i;l I rr i EX. COMMERCIAL FUEL STATION ssz`a64-20 EX UNCOVERED TRASH ENCLOSURE. MIL BE USED BY THE C-STORE AND THE COFFEE SHOP. RECONSTRUCT SLAB AS NECESSARY TO DRAIN TO CATCH BASIN. R_ 0 MOM MEI z 0 W d co Vd z 0 CO CC w wp•y Q REVISIONS: wrt IMO) m m. <cnnnl 1.16 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 6.2.17 PAVING PLAN DRAWING NUMBER: C1H1 LEGEND INTERURBAN AVENUE SOUTH g EXISTING PROPOSED --- PROPERTYUNE R.O.W. CENTERLINE EASEMENT CONCRETE GRADING CONTOUR SPOT ELEVATION - - - -- SWALE GRADE BREAK WATER MAIN ._........................... SEWER MAIN 12' D STORM DRAIN FIRE HYDRANT EB 00 WATER METER 04 >'4 GATE VALVE 0 SEWER MANHOLE O ■ STORM CB O STORM MANHOLE ELECTRICAL LINE TELEPHONE UNE _ - ..........._ _......._.. GAS LINE r-P-1 POWER VAULT -100- 90.00 -541'45'43'W 150.00' I _ 1 NOTE: AGREEMENT IN PLACE FOR USE OF OTT OF SEATTLE PROPERTY FOR SITE DEVELOPMENT INPARCITY OF SEATTLE CEL# 0003000032 EX. SSMH (METRO) RIM= 22.17 ' 1E= -4.313 (36"NW.SE) I 1 - I 1 _ _ EX. SSMH RIM= 21 1E= 7.12 COFFEE KIOSK FF= 21.50 21.3 OVERFLOW EL (0) - 200' 2E 0' NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA OVERFLOW BEEHIVE GRATE TOP OF SURFACE BIORETENTION SOIL MIX PER NOTES THIS SHEET 1.0' STORAGE D •TH 6' DIA. 'UNDER -DRAIN PIPE" PER NOTES THIS SHEET "UNDERDRAIN AGGREGATE FILTER & BEDDING LAYER" PER NOTES THIS SHEET BIO-RETENTION SWALE EX. SSMH, RIM. 19.91 IE= 7.91 (12"NE) 1E= 7.36 (18'NW) IE= 7.31 (18"SE) SCALE: N.T.S. BIORETENTION 61 TOP OF WALL= 20.50 SURFACE DIM= 6k30' SURFACE EL= 18.10 IE OUT). 15.60 48TH AVENUE SOUTH S41'45'43'W 200.00' EX 12"5 TOP OF WALL (TW) 6' DIA. UNDERORAUN RISER / CLEANOUT WITH CAP. TOP OF RISER AT OVERFLOW ELEVATION. 2' DEPTH, ORGANIC, DECOMPOSED COMPOST CEMENT CONCRETE WALL PERFORATED 4" PVC, SDR35 FOOTING DRAIN. SURROUND WITH 3/4' WASHED ROCK OR PEA GRAVEL (6' MIN. THICK). OUTLET TO CATCH BASIN. PLANTINGS PER LANDSCAPE SHEETS BIORETENTION 02 TOP OF WALL= 20.00 SURFACE 064= 7'X16' SURFACE EL= 17.60 IE OU = 15.10 1 I - 1 EX. CB, RIM= 19.62 IE= 15.07 (12'SW) IE= 1502 (12'NE) INTERSTATE 5 OFF-RAMR 52 %,-44 PV 20.45 PV.20.60 AREA 5011H, RII4.19.40 IE. 14.60-1 OVERHEAD DOOR W/ 30'H LIFT M1 EW CONVENIENCE STORE F-= 21.10 EX. CB, RIM= 78.99 IE. 14.44 (EX. 12'N19 IE= 14.43 (EX. 12"SW) - - 0 - - - 1E= 14.39 (EX. 12-SE) IE= 14.51 (EX. 15"NE) EX. SSMH, RDA= 18.86 IE= 9.02 (12"NE) IE= 8.92 (12-SW) PARCEL 0003p0004 1 inch . 20 It. S41'45'43"W 1399.73' (MEAS.) 1441'45'43'E 2.3.70' EX. COMMERCIAL FUEL STATION _I- REVISIONS: rt9YNm fit 1123/18 I10 0 I= DATE Em:M IOW A1.17 TAM B all mluns Ian DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 GRADING & DRAINAGE PLAN DRAWING NUMBER: C1.2 L� 7� Oases P 0 S 13 0 Fix 16018-CMLd90 0oleJm28.20I8 09.02 N1 311 1.4 LEGEND EXISTING PROPOSED PROPERTY LINE R.0.21. CENTERLINE — — EASEMENT — 100 — GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK W WATER MAIN _ a" SEWER MAIN z'oD - - - - - � —'-- STORM DRAIN 17 Y FIRE HYDRANT B3 0 WATER METER D4 04 GATE VALVE • SEWER MANHOLE m STORM CB 1 C:' STORM MANHOLE — E — ELECTRICAL LINE T — TELEPHONE UNE --- G— GAS LINE ru POWER VAULT at UTILITY POLE r--X STREET LIGHT BOLLARD 6-0 PARKING LIGHT I � I INTERURBAN AVENUE SOUTH -S4i'45'43"W 150.00' I _ I EX. 55MN RIM. 21. IE= 7.22 I.CITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) ......... RIM= 22.17 N. IE= -4.38 (36'NW,SE) NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT 1 _ I L 4. COFFEE KIOSK FF= 21.50 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA E%. 55MN, RIM. 19.91 IE. 7.91 (1211E) IE. 7.36 (18'NW) IE= 7.31 (I8"SE) 48TH AVENUE SOUTH 3/4' WATER METER S41'45'43`W 200.00' NEW FIRE _ EX 12.5 HTITRANT ........ .... rot INTERSTATE 5 OFF -RAMP_ _ EX. C8, RIM= 19.62 If= 15.07 (I2'SW) IE= 15.02 (I2"NE) S52 SIB •44 1' IRRC. �1 d TOROCV'�1 NEW CREASE INTERCEPTOR EW' POWER,. TRANSFORMER • EW CONVENIENCE STORE 1.5' WATER METFA & RPBA ELOCATE PARKING UCHT RELOCATE PARKING UGHT ...1E TANI( ONT RISERS . O BLDG EX. CB, RIM= 18.99 IE= 14.44 (EX 12'NW) IE. 14.43 (EX. 12'SW) IE. 14.39 (EX. 12'SE) IE= 14.51 (EX. t5'NE) l 1 r,, :1 '.} .i 1 Inch - 20 It. S41'45'43"W 1399.73' (MEAS.) E%. SSMH, RIM= 18.86 I IE. 9.02 (12'NE) �, IE= 8 92 (12'SW) 000300004 I , , N41'4543 E 2g3.70' \, 48' 20 E%. OIL/WATER SEPARATOR EX. COMMERCIAL FUEL STATION 52'46=— 5 20 EC SSCO 1E- 15.0! POTHOLE 10 CONFLRM E1EV. 44, PROP0SED 250 GAL - GREASE INTERCEPTOR FOR TRASH ENCLOSURE RIM= 19.95 IE. 17.50 EX UNCOVERED TRASH ENCLOSURE TO BE USED BY C-STORE AND COFFEE SLOP. RECONSTRUCT STAB TO DRAIN TO NEW CB. i REVISIONS: 1/23/18 a. a 0.111 oml MTV 11211 110120 b 4m moons 1134. DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 INTEI 33 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W,M„ CITY OF TUKWILA, KING COUNTY, WA w '3/ 48TH AVENUE SOUTH 4-1 1 15 REC1O 15' RECO II L_ _ REQUIRED *OPAL LANDSCAPEAREA INTERURBAN AVE: 15' FRONT YD= 1365 SF 48TH AVENUE: 15' FRONT YD= 3090 SF EAST P/L: 6' SIDE YD= PROV'D BY EX. COMMERCIAL EAST P/L SOUTH P/L (1-5): 6' SIDE YD= 1834 SF PARKING LOT LSC = 23 STALLS FRONT PKG " 15SF/STALL + 5 STALL REAR PKG " 10 SF/STALL =395SF TOTAL REQD LANDSCAPE AREA= 6684 SF TOTAL PRVD LANDSCAPE AREA= 7583 SF Note: To mitigate for areas without the required landscape buffer width, landscape clustering is proposed with larger planter areas in the interior parking area in order to exceed the required square footage (es allowed by TMC 18.52.100, up to 50% of the required perimeter area). P -S4'I.45'43"W 150.00' NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE \P.ARCELf 0003000032 1s' MN. TYPE LANDSCAPE BUFFER 6 KEST, P1.055ER 1 PROVIDED ALONG FCfA5UEL EAST I� 1`s• 48TH AVENUE SOUTH S41'45'43"W 200.00' BIORETENRW W/ WALL 105' •- TT. 1 UFFER AVERAG� 5 BREOURIED . ...I �_r sn 11111 e T IMISTMWAFAVISNIAN ois. q_• to>� 4 ` '` ; y f fie•}4 �Y t • •��, � ''sEyl��• i $ • 711 Cv1�C"' C7 V��i9 i �Yth ♦$,, r +''s a � --- - � s� �� PLANT SCHEDULE TREES GGDUNDCOVER SawmE WYa Eawat Wx V1WIta052.0 10' 00 151.1aa wAxu sawsaowr zmma a%VwW Re anal i�ui sac 0U22If5 SEE 1wN.) 9A601(uut) ROM C10(1 E054 MAE 151004, LW LOU Uw401114, 5' WWO. rant Wall. KK 11211 M. NO. 5' nu S1NC.2 rowan 5/A06100447 1I010 SHRUBS 5.02 0 22.255 1f M.112E 5W 1111350SE10 1 No Earl MK PE2111 . OAP.r W US UEER. 5 rac N. 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As M. 1a1. W .* A5 MOM nu 1141001E .241 W 11/4.140 As 5401444 FULL 11.1.04E AS LpIM 544. 445 SNOW AS SWIM As snwm .005 tO FE la' IHt 0111r1M. WEA.SR 012141 .R 9II 10 ICC REVANENE111. 7g� 1 -EXISTING PLANTER: REUSE EXISTING PLANT MATERIAL AT SOUTHERN FENCE UNE OF ,FEASIBLE - f / 126 SF EX15WN0 LANDSCAPING T01 BE REMOVED: REUSE PLANT MATERIAL IF FEASIBLE 8 SF EXISTING 1 1 LANDSCAPINGaR-I DAMAGED • MATERIAL DUU(( STRUCWUI. N41'45'43"E 253.70' J AKEMI 'AE SAKAIDA CERTIFICATE N0, 794 EXPIRES 06/16/18 PROJECT TEAM IANDSCAPE ARCHITECT TERRAFORI8A DESIGN GROUP, INC. 5027 51ST AVENUE SW. SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL okemiOlerroforrnodesigngroup.com OWNER / DEW' OPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL: sterethminc.corn ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: daallaceepmdg5c.com GOVERNING AGENCIES PLANNING CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD /100 TUKWILA, WA 98188 CONTACT: MAX BAKER PHONE: (206) 431-3670 STATE OF WASHNGT011 REGISTERED LANDSCAPE ARCHITECT DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Lt 7s Qf9 b.o b.o ba b.a b.o to bo b.o b.o 0o bo b.o to b.o b.0 b.o b.o b.o bo b.o b.o bo bo ho b.a b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o bo b.o bo b.o b.o b.o bo bo b.o bo b.o b.o b.a ba to b.o b.a sr oP b.a b.o b.o b.o b.o b.o b.0 bo ho b.o b.o b.o bo bo ho b.o b.o b.a b.o bo b.o B.o b.o b.a b.o b.o b.a b.a b.o b.o b.o b.o ho b.o b.o b.a b.o b.o b.o b.0 b.o bo b.o b.o bo b.o b.o bo b.a b.o bo bo b.o b.o b.o b.o b.o o h.o b.o -bo '. .\. . n b.o b.00 b.o big fio b.o b.l b3 b.1 b.l b.1 6.1 b., b.o b.o CO bin h.o _ Io yo i- bo \b.a b;7L b.l 4 ob.l fl-b.l b.l bo bo 1 ba b.a b.o leo b.o b.o b.o to b.o bo h, b.l b., b.1 b.1 b3 b.2 112 D.2 b.2 b.2 D.2 b.o b.o b.o b.o o h1 b., ba b.l b.; b.l biz ba b.l biz b.2 biz bo b.3 b.3 b.+ ba b,3 41'45'43'W 150.00' to leo b.o b.o b.l b.l b., b.l b.1 b.3 6.3 he b2 b2 133 b.3 5.4 b6 416'45'4b;'W g00.Otb1; bo b.o b.a ova b.l 'Qb.l 32 b.3 b.3 b.7 ) 22 b.a b.o b.o b.o b.o b.o b.I b.o b.o b.o b.o bo b.o b.o b.o b.o b.l b.o b,o b.o b.l b.e b.2 b.6 13.7 5. b., b., b.2 b,+ 3.3 3.9 �.1 62 b.3 1.6 4.5 '4.e 5.. 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The engineer and/or architect must determine the applicabeity of the layout to existing or futureField conditions. XLCS LED Area Light PERSPECTNE VIEW This lighting pion represents illumination levels calculated Cron laboratory dote taken under c rolled conditions inaccordance c ordanceasith The Illuminating Engineering Society DES) approved methods. Actualperformance of any manufacturer's luminaires may Vary due to changes in electrical voltage, tolerance in amps/LED's and other Finable Cield conditions. Calculations do not include obstructions such as bindings, Curb„ landscaping, or any other architectural elements unless noted. END VIEW SIDE VIEW XLCW LED Wail Sconce PERSPECTIVE VIEW SIDE VIEW END VIEW Luminaire Schedule Symbol Oty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts ® 17 A SINGLE CRU-SC-LED-HO-CW MT➢ e 15' 1,000 N.A. 18056 139.6 -IMI 7 B SINGLE XLCS-FT-LED-HO-CW SINGLE -22' MT HGT 1.000 N.A. 15535 138.6 •® 4 C SINGLE XLCW-S-LED-SS-CW-UE MTD 2 14' 1.000 N.A. 3806 41.3 Calculation Summary Label ColcType Units Avg Max Min Avg/Min Max/Min ALL CALCS a GRADE Illuminance Fc 2.02 41.3 0.0 N.A. N.A. CANOPY Illuminance Fc 27.32 41.3 14.8 1.85 2.79 CANOPY- BACK Illuminance Fc 15.84 28.5 6,1 2.60 4.67 INSIDE CURB- BACK Illuminance Fc 1.84 11.3 0.1 18.40 113.00 INSIDE CURB- FRONT Illuminance Fc 4.56 12.6 0.6 7.60 21.00 Dial Protect Vatts_I Total Watts 350E16E1 LIGHTING PROPOSAL LO-139161-I 76 STATION TUKWILA. WA EXTERIOR IlTdrVE x[vam lr 'SHEET 1 j OF I SCALE' 1,20' 20 GENERAL NOTES WALL TYPES KEYNOTES 1 ALL INIER000W0NS101I5IAE TO FACE Of GYP BOARD °KESSNDTED OTIERW4E Z. ALL DENOTED DIMENSIONS ME TO BE USED NAM SHALL NOT RE SCALED D. EXTERIOR WALLS ARE U R INTERIOR WALLS ARE Dt4016.00 UNLESS NOTED OTNERNSFSEE sinUCIURAI DRAWINGS FOR RIMMING REQUIREMENTS. A SEE PLUMING DRAWINGS FOR DIMENSIONS TO PLUMBING NLMiES S. REFER IO SHEET 01. I RCN EQUIPMENT PUN. 6. REFER TO SHEET@.1 FOR ECAPMENI SCHEDULE Z. ALLEOUPMENI SHALL MEET LOCAL ACCESIILOT.0lIREMEMS ALL OITS@E CONNERS Al DRYWALL FNISH LOCATIONS TO ROME ROUNDED DLAL NOSE CORNER BEADS, TYPICAL 9, CABINET PLANS PROVIDED NY VENDOR 10 YHGH RLCRSNASN AT ALL COUNTERTOPS IMT'EMANATE AT WALL...MASH TO MILIH COUNTERTOP MATERIAL. 11 FLOG FINSH TRANSITIONS BETWEEN ROOMS EH..°ON UNDER CENTENO; 000R WHERE APPLICABLE. IZ DIMENSIONS NOTED .CLEAR ORURA. TO RACE OF WALL FNSN VERIFY WON ROWFNISNSOIEDULE. IS MAXIM PENETRATIONS ARE TO BE CAULKED.GASXEIEO, WEATHER STRIPPED, CR OTHERWISE SEALED PER 2014 14. TOP OF INTERIOR WALLS TO BE CONNECTED TO ROOF TRUSSLWDERS@E. PROVIDE SLIP TRADE CONNECI1CIIO ALLOW RODE TRUS50EFLECTON CD MAIN FLOOR PLAN . 14T 37 OPµ cg 31' 10 I/O' PREFAB COOLER/FREEZER WALLS, BY COOLER MNUFACI40EN. SZEUEIAR INAS@ MINON WC Id MERE 1101ED101S OC, WOCDSIUD WALLS WILE• GTO UDFACH SOE TERMINATE WALLS 6' MOW CRAY4G. SEE STRIOIIWAL DETAILS FOR WALL TO TRUSS CONNECTION. SEE OEHAR NAM 0.410RN51rt WHERE IOTED,O 16. GC. WOOD STUD WALLS WY Sb GYP DO EACI WOE. TERMINATEW'ALI.S6A80 ECERWO. WALLS TO RAVE FULL CAVITY RATTDSIAATION Ton SOWOI SEE DETAIL YAM NEW EXTERIOR WALL: T X6.0 LY 0C, WOW STUD WALL, EXTERIOR TO DEIH CEMENT PL SIEA FVBSH SYSTIN ON WALL WOSA AYMEla OIIOSBSTROCIUPAL SNUINNGCI AS SIUDS.INTERION ROSH TORE S. DTP BONG OVER SRL, VAPOR RETARDER W/ FULL CAWT FMEPr11 ARS NAT1 MISMATCH BETWEEN WALL STUD CXWTES. SEE UEIK 6M.s6x PARIDIL HEIGHT 2.4ION TA. Ne WHERE No TO) 016.O.C. V000 WIUD WALLS WISS'OYP RD EA. SIDE TERMINATE WALLS M' ABOVE FYNSN FLOOR. SEE DETAIL 16AI2 0 0 O ALWAUW 510REFR0M SYSTEM MP SIiRYDO)RS. REFER 10 DOORANGWoUD0W 5CHE4UE FOR MORE INTO O (2), UNDERGROUND PVC o0NOWS;10 FOR ELECTRGL LINES. IDF011 DATA LINES O EOI SIGN. W WISED 010070TERSAND&WLLE SEE ACCESOBRIIYOETWLS O YYUMEMi@UWELECIPoGL COWAN. OS IR WATER SUMP LOCADO1 © IIIEERGROING4' PVC CONDUIT FORREFRIf£RADON UIE PAIN LONG SWEEPING ELBOWS O FADE OUINGUSNER OAIDIO WITH SLR NCO WALLBRA01El. BOTTOM OFEXTNGUoIER TORE MOUNTED@ ZS'AFF. YW O ROOF IADOERAND ACCESS MICH O SECOCIORRNWKPUL NDESMHEEOf NAO700D PREP AREA TO RECEIVEY4' PLYWOOO&CU WTN ERR ENH OVER. SEE TOO HEAVY DASHEDLINESURRDBOMG WAUANFREEZER REPRE0ENTSARU OF RECESSED 51.M FDRFWSH TRANSNOH OF 1NIESI000 FROM IRA O ROOM FLOOR ARM INTO W.XY4FREEZERRNS4EDELOdI SEE OETM YA501. O LOUFICNOF S SHELF PROPANE EACMNGECAGE THE5:4GE STORES A TOT. OF ISW TWENTY ROUIO TANKS, WITNA TOTAL OF ISULRS OF LPG STO BE STORED ATA(WEHRL E. O4O0T13N0'iICI NN06 BOX, VERIFY EXACT LOCATION WITH MEW/MALL PRIOR T01HSTALLIN0 IS LOOM/10FEMERGENCi SHUT Off SWITCH O NEW NE1110°VACUUM NM OMIT STORAGE SYSTEM 108E INSTALLED NWALX.N COOLER. TWOSTATNNURY ENO MO AND Z MOILEMEIRO RACKS TO BE INSTALLED ON SWING TRACK AS PER MANEACILRE0S INSTRUCTORS AND SPECIFICATIONS SEE EQUIPMENT SCHEDAE SHEETAI534 SALES AREA 1@ MOTORCYCLE DISPLAY S I/4' 0 0 0 126.-0 I/4' OPEN DISPLAY COOLER I�e10S10,1.001i•101i1RI�meN V II 1l ;ttwAtii.E9uL IItorcmAtimil!NIL Nee COF EE BAR O O ro4 -B AIL O O 0 OrAnaN MURK COLO DREW CYFEE TAP AREA DICA SERVE RESTAURANT CURIoOw 1@ WCN SERVE RESTAUUNI WKAAN MEALS MOM IC 0 0 SCALE: 1/4'=I'-0" PM DESIGN Architectural Solutions Group Seal 0 O EZ co W O m PTOletl NL.mber PTW16001.0 Sheet Nome MAIN FLOOR PLAN sheel Number A100 GENERAL NOTES WALL TYPES KEYNOTES ALL IMEROROIYE3E0NS ARE TO FACEM GYP WARD UNLESS NOTED 011ERI'IISE. 2 Fa 00OTE00MENSOMSME 10 DE LMEO. RALUSHALL POI IE SGLEO S M EROR Wµ13 ARE 2k6,NOE003 WALLS ME 2A1016'O C. UNLESS NOTED 0111FAMSE SEE STRUCTURAL DRAWN. FOR FRAMING REOUIREMEIII3 1. SEE PLUM3N0DRA06NIS FOR 01MENLONS TO PLUMBWGFMTURES 5 REFER TO SNEEI AIDS FOR EQUIPMENT RAD 6 REFER TO SHEET A1032 FOR EQUIPMENT SCHEDULE 2 ALL D0011ME/IT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS 8. ALL OUTSIDE CORNERS AT DRYWALL FINISHLCGTONS TO RECEWEROLWOED BULL FALSE COMER BEADS, TYPICAL 9. GBMEI PLA S PRONGED BYVEIAOR 10 CD. DACYSPUSH AT AU COUNTERTOPS TIV0 TFRM0UIE Al WALL. DACASPLASH 10 DUTCH COUNTERTOP WIERUL 11 FLOOR FINISH TRANSITIONS 11E1WEEN ROODS SHALL OCCULUIOEROEMER OF DOOR WHEREMPLOABLE. 12. DMEHLONS NOTED AS CLEARU2Ci6 ME TO FACE OF WALL FINSN VERIFY WOH ROOM RPM SCHEDULE IS µLMMT PFNETRAIONS ARE LOBE GLUM GA ETFO, WEATHER STRIPPED, 01 OTHERWISE SEALED PER 2011 ODSC. 14 TOP OF 312E3103 WALLS 208200NIECIED1011002 MUSS 6130E13S10E3110210E SLW TRIG CONHERIONIO ALLOW RO03 TRUSSOEFIECTON. 0 0 UPPER FLOOR PLAN 0 0 PREFAB COOLER, FREEZE/MALLS, BY COOL WNUFMOPER BEE DELUL IDA. Do (OR DC WlwHERE 110i60)016 O.C. WOOD i1MO WALLS WWW6' GYP BD EACH SOE. 1381E WNL36AB0VECOLNlo SEE 3121.162113H PETALS FOR WHL 201RUS3 00631E6106. 9EE UETM 80302 04633266 24 WHERE 3ooED1010O,C. MOO ST10 WALLS VP LP GYP 60 EACH SUE. MOAK TE WALLS 'ABOVE MIK1, WALLS TO IWVEMI GVIIY MIT WSUATON(FOR SWNDI SEE DEW-PASCO REM EAMRIOR 61916 00. W0005TLO WNi. EXTERIOR 10 SE TM CEMENT PLASTER FOUR 3333O4 SYSTE11C21 WHL UIOERNWIERT 0110®STRUCTURAL SHEATI.PID 2A11 STUDS. N0E1D011 5H TO BEX'6YPBON OVER 6 ul. VAPOR RETARDER Wi FULL CAM P( FIBERGLASS0 BATT PISMO. BETIVE3H WALL SILO CAVITIES. SEE OE 2 PMTML HMO h4)06 2.0. b WHERE NOMFD101C0.G W0005100wa443.41' OYP 00 EACH 60E TERUMA1E WNLS b'2000E' FWISN F100R. SEE DETAIL 10N502 O ALUNwJI STOREFRONT SYSTEM AND ENTRY DCOR3. REFER TO ODOR ANDMNO0N3300UE FOR MORE INFO O 121? LMOERGRWNO PVC COM1,UItt; (1)FOR ELECTREAL ONES,111FGR DATA UNES OS EAIT51Ci1,WRINSED CHARACTERS AND (WALE SEE AOCE3L&CITY OEINIS. 01 LI'UNOERCAWIOEIECTOCµOd10UIT 0 42WAIER2OEIP LOCATION SO UI0E0GR0LWD4' PVC WMJ03003EHUGERA310N1UELW0H)O2p MEER0O ELBOWS 0 FIREFA11SU214211 'Mg WIMSl81O00WALL 8RACAEI.130T101.10FFJOINGU3NER T0BEMWME00 7-5 Y.UN O ROOF LAMER AND ACCESS HA0C1 OB 3EC10NO0WALLOENND1101F000 PREP AREA TO RECEIVEYI' PLYWOOD 3ACO10WOHMPRM3H OVLR, SEE FLOORFW3HPLw5HEE1A1,5 TOO HEAVY DASHED LWE SIM90N004 WAIAANFR UER REPRESENTS AREAOF RECESSED RAS FM FLASH MANRI10M OF TNRf30300 FROM 2023 ROODµ00R 0N5HR00 W011231 RE3ER F0651E000GR. SEE DETM02601 101 l0GTION OF 3 SHELF PROPANE E11CIMN0E GAGE. TIE CAGE STORES A TOTAL OF (3WW O 1 11Y PO W ID TAMS, WM. TOTAL OF PADS a VS.AT TO BE STOMA, A WEN TIME O LOCATION OF (1116No0 BOA, VERIFY EXACT jOGoOHMIH FUME MMSHALL PRIOR TO WSTµL06 O 1.0CA60NO3E316RGE363 SHUTOFF SWTICN O NEW MEM00200060RHONOE1611Y STORAGE SYSIEMTO BE MULLED IN WHJFIN COOLER. IRO STATOHMY E20 UNITS A110 2 NOME METRO RA0M IO BE INSTALLED ON SL O W O TRACK AS PER MANIPARUIER S INSTRUCTORS AND SPECIFICATIONS SFF EGUPMEM SCHEDULE SHEET AON LOCADOP OF FUTURE COLO DREW COFFEE TAPAREA 00 0 0 00 0 0 32' 6 i/4. 2' 0' STORAGE P00u ( 201 ) 41 4- i DISPLAY AREA 0 36' 4 3/4' Qy AREA 30 6' 2 -4 1/4' 0 © © 0 3T a 1/4' 231 T I/4' DISPLAY AREA OPEN TO BELOW Q�P BALCONY ( ) 30' II 1/2. 36' 4 3/4' I I I _ .-. 1 1 0 OD 0 0 0 0 0 0 0 TORA6ER 12 O 0 2 4 e 12 13 PM DESIGN Architectural Solutions Group 0 5 0 0 1- 3DD m 0 In Z 0 Q O w ID (0(13zo N Q3 ¢d Zr3 � wcc W o W 0 Project Number PTW 16001.0 Sheet Name UPPER FLOOR PLAN Sheet Number A101 39 SCALE: 1/4"..1'-0" L./7`oaf • t ATTACHMENT B PROPOSED KIOSK ELEVATION — DRIVE THRU SIDE PROPOSED KIOSK ELEVATION — WALK—UP SIDE 1/2" = 1'-0 PROPOSED KIOSK SIDE ELEVATION PROPOSED KIOSK SIDE ELEVATION 1/2" 1 PM DESIGN Architectural Solutions Group z 0 U) N O .T Cr) F. WF. w3 u 3 a_ REVISIONS: DATE ISDESIGNSUED: 9.22.16 DRAWN �B1?�'IERIOR ,' 0( cMOROFg1JATIONS x)a IDRAWING NUMBER: A202 41 4/7- Q' 53 SOUTHWEST ELEVATION PLAN KEYNOTES p SRN.. p NNSSF SIGN O 0 EXTERIOR FINISH LEGEND EXTERIOR' CONWETE MICR ® WR VENEER YODEL SIRiYaL,RE1p.DpGMv wYUE © w.GR CM,. KIETAL ;pox CORTEN WOK MOH RUSTED VOCMFlRrsR Wit MO0. STAY. TO MAT. WM RFa MISR ® tICOEL RECIIM • GOLDEN °° EMIT RAMWIFRIYtIOAL MOREL En Nwwrw.snxo NOTE FEE DOOR AND w+ma.SCNEnue sir FOR ooCnryaWIDOW FRAME EuawREFERENCES. PM DESIGN Architectural Solutions Group PROJECT INFORMATION: REVISIONS, 111+RirNIN EiM NORTHWEST ELEVATION 1/4.. = 1._0" DATE ISSUED: 9.22.16 DESIGNED BY: XX( DRAWN BY: XXX CHECKED BY: mac EXTERIOR ELEVATIONS DRAWING NUMBER: A A200 43 400. L NORTHEAST ELEVATION NO SCALE .112Am c> _ .. 4.1 ETZ— 22117a E .T.�RrAtiYX�-!1- � "Z- ailVi`V18YiJY%L'�r' t - - 1_.11 � _ _z = ter- - --_----�.= � .aRwinFQ i Bona. o.*WOW AWE OF SECONDFLOOR PLAN KEYNOTES 0 SICIUGMS BBSFGwM OMEC{ EOUF,®rt 0 DISGUY60x EXTERIOR FINISH LEGEND EXTERIOR COMM. FiNISII LOVA NM. WING AM.' PIKE •M MO COMPANY RUCS SRER VENEER Mflt MOO. &IMMO • RECOVW GMY 4ASWFB1SN PIFCOLOR OTALFwSetORE COMPANY ® MOOE RUSTED LOA COLOR STAREOTO MOM.) WOOD MESH WrawAmFu MODELEZF. OE«xG. GOMM ® KAN wD�D RB R , OMAL MGOEL E%F.LOHOWNY SONG SEEOCORAiD nvOOw tn.!. R SIEFI FOR DOOR AM WROON RAFE FINISH RUENBEES, PM DESIGN Architectural Solutions Group l0 REVISIONS: MINIM NI SOTHEAST ELEVATION NO SCALE DATE ISSUED: 9.22.16 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX EXTERIOR ELEVATIONS DRAWING NUMBER: A A201 45 L A'7-aos s"- 47 4./7-oat 49 51 53 i CON1 CONCRETE FINISH MFR: N/A MODEL: COLOR: NATURAL AWN 1 AWNING FINISH MFR: PIKE AWNING COMPANY MODEL: COLOR: BLACK BR1 BRICK FINISH MFR: MUTUAL MATEIALS MODEL: SLIMBRICK - REDONDO GRAY FAS1 FASCIA FINISH MFR: PIKE AWNIG COMPANY MODEL: COLOR: BLACK -MTL1 METAL FINISH MFR: CORTEN A606-4 RUSTED NOTE: WD1 WOOD FINISH MFR: N/A MODEL: STAINED TO MATCH WD3 ATTACHMENT C WD2 WOOD FINISH MFR: KAYU INTERNATIONAL COLOR: EXT. DECKING - GOLDEN WD3 WOOD FINISH MFR: KAYU INTERNATIONAL EXT. MAHOGANY SIDING 7- aacr PM DESIGN Architectural Solutions Group for z 0 1- ea — co 0 a m cc w W H w �3 a REVISIONS: raw r Nanss+a yy DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 9.22.16 DRAWING NUMBER: • ATTACHMENT D DESIGN Architectural Solutions Group August 1, 2017 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Design Review Narrative Peterson's 76 Station Project Description Mr. Peterson proposes to redevelop the existing site by islands, the fueling canopy, the underground fuel tanks will remain in place as is. He will then construct a new new underground fueling tanks and a 10,021 sf 2-story northwest and across I-5 from the Duwamish River. Compliance with Approval Criteria PM Design Group, Inc. 19401 40th Avenue West, Suite 300 Lynnwood, WA. 98036 P. 425.405.7747 demolishing the existing 76 stations 4 fueling and convenience store. The existing freeway sign 76 station with 6 fueling islands, new canopy, convenience store. This site is roughly 600' 1. Relationship of Structure and Landscape to Site: a. The new fueling islands with canopy are oriented to be parallel to 48th Ave and between the 2 approaches. A new 12.5' landscape setback/buffer area is proposed along 48th Ave. The convenience store and its parking are facing the fueling area to allow for customer parking in front of the store or they can easily and safely walk from their cars at the fueling islands into the convenience store. There will also be a rear customer entrance to accommodate the customers from the commercial truck fueling islands. A pedestrian walkway will be provided with a bike rack in front of the convenience store from the front of the convenience store to the offsite sidewalk along 48th Ave. Design includes a coffee kiosk that will be oriented to allow drive up customers to purchase coffee then exit the site. b. Parking is located along the front of the convenience store and is screened by the landscaping along 48th Ave. Fueling islands area also screened by landscaping along 48th Ave. A loading stall will be located at the rear of the building near the delivery door and is generally screened by the store itself c. The height of the fueling canopy is 18'-10" with a 16'-0" clearance under the canopy. It is sized appropriately to allow for customer protection while they are fueling their cars. A corner of the canopy does overhang into the 5' building setback by 1'-1 1". Per the Tukwila Zoning Code 18.06.740 eaves may intrude a maximum of 24" into the setback. The convenience store is sized to maximize the square footage for sales area and storage. This is achieved with 2-stories and the building will be landmark Gateway building into the City of Tukwila from the I-5 corridor. The Northern and Southern sides of the buildings eaves will overhang the building setback no more than 24" to allow for modulation. The highest part of the convenience store is 40'-4 ''A". This zone allows a maximum height of 45'-0". Office Locations n:di:t. • vr:mo:.. www.pmdginc.com 55 4 d. Landscaping for the overall development including the commercial truck fueling area will be achieved by using the new landscape Order #2523. Under Section 18.52.100 Request for Landscape Modification Item A 2. Clustering and /or averaging of required landscaping. Due to the needed maneuvering of the fueling truck on the site, the Southern 5' landscape setback/buffer along the I-5 off ramp will be averaged out in other areas of the property. e. A Photometric Study of the proposed lighting on site shows minimal off site impact of our proposed light locations. 2. Relationship of Structure, Site and Building Design to Adjoining Area: a. The design of the fueling canopy will be consistent with the 76 brand and matches the uses both behind the convenience store as well as across 48th Ave. The design of the convenience store and the materials proposed go well beyond the standard fueling station convenience store look. From the different finish materials being used, the modulation of the building facades to the roof and eave overhangs, the building will be aesthetically appealing to the surrounding area as well as the people exiting I-5. The coffee kiosk will also have this same building look and materials. Pedro McCracken DESIGN GROUP, INC. Duncan Wallace, Regional Manager 56 ATTACHMENT E Petersons 76 Variance Narrative CRITERIA FOR ZONING CODE VARIANCE (TMC 18.72.020) 1 j (1)The variance shall not constitute a grant of special privilege inconsistent with the limitation upon.uses of other properties in the vicinity and in the zone in which the property on behalf of which the application was filed is located; The variance we are requesting is to identify Interurban Avenue as the frontage. The full development is made up of three parcels, 2 parcels are leased by Mr. Peterson and include the existing truck fueling lot and the proposed Retail Fuel and Store lot, the third lot is owned by Seattle City Tight and a portion has been leased to Mr. Peterson. The full development has two frontages including Interurban Avenue and 48" Avenue. The development would not receive any special privilege as we will meet all the code requirements associated with lot frontage, secondary frontage, side yard and rear yard. Interurban is a minor arterial and it is reasonable to treat this as the lot frontage as the higher classification street, additionally the Tukwila Zoning Code defines the lot frontage on a corner lot as the narrowest frontage abutting a street. The Interurban frontage is considerable narrower than the 48th Avenue frontage. 48thAvenue is a dead end street that does not benefit from the level of buffering and that is needed on Interurban Avenue. This has not resulted in any inconsistencies with limitation for other properties. 2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in the vicinity and in the zone in which the subject property is located; Due to the very long, narrow and triangular shape of the property it would be difficult to develop the property if 48th Avenue was to be considered the main frontage. The original intent of the three lot development was to place the front yard on Interurban. If the 25 foot setback was fronted on 48th Avenue it would result in much higher lot percentage of unbuildable area than would a more typical square or rectangular lot. That is not the intent of the code as described in Definitions 18.06.525 Lot Frontage, where the narrowest frontage is the designated front yard. The 25 foot setback along with the 5 foot setback along 1-5 would leave a very thin strip of property that would be difficult to develop for our allowed use. Currently the depth of the lot is 136 feet along the storefront facade. If this is reduced by a 25 foot setback along 48th Avenue and a 5 foot setback along 1-5 the usable depth is only 106 feet, thus preventing us from using the property in the manner of adjacent properties or other like -zoned properties. Originally when the Truck Fueling parcel was developed just NE of the subject property it was planned to be a phased project. The design intent was that the convenience store would be centralized and the retail fuel would be on the Interurban (SW) side of the lot. Mr. Peterson has held a lease agreement with Seattle City Light for many years that includes the monument sign. That was recently updated to include additional property that allows for a 15' landscape buffer in addition to providing more than 25' of setback as well as shared access, landscaping and a portion of the drive through lane for the coffee kiosk. 3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and in the zone in which the subject property is situated; 57 Granting the request would not cause any harm, injury, or interference with uses of adjacent and neighboring properties. The proposed variance actually meets the intent of the code by placing the front yard on Interurban Avenue and was recommended and is supported by staff. The proposed request would not have a negative impact neighboring properties. Our neighbor to the southeast, Seattle City Light is in favor of the development and has agreed to lease Mr. Peterson property in order to develop per our design as well as meet code requirements. We border the 1-5 off ramp so there is no view impact to neighboring properties. Traffic and light will not be impacted by the granting of the variance. The project will be enhanced by an improved buffer from the majority of traffic and higher street classification, which is along Interurban Avenue. 4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use Policy Plan; The proposed development will enhance the "Community Image" with a Retail Store that is architecturally unique and visible. The building far exceeds the number and extent of required Design Review elements as the developer wants to create a one of a kind destination for retail convenience, thus surpassing the Plan's goals and objectives for this type of project. There is no adverse impact to the granting of this variance. 5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the applicant possessed by the owners of other properties in the same zone or vicinity. The logical choice and the intended frontage per code is the most heavily trafficked and higher classification street which is Interurban Ave S. As described in response number 2 above the unique shape of the lot lends itself to be developed as we have designed it. Identifying 48th as the frontage does not improve the development; it shifts the buffer focus to a less used street. Utilizing 48th Avenue as the frontage further restricts the depth of the already narrow property which is not the intent of Lot Frontage and makes the property much less attractive for development; and impedes the opportunity to provide a unique structure. Developing the property with 48th as the frontage it is not in the best interest of the citizens of Tukwila or its visitors not does it enhance the "Community image" as specified in the Comprehensive Plan. 6. The need for the variance is not the result of deliberate actions of the applicant or property owner. The need for the variance is to optimize the property in the way the code intended by orientating the front yard setback to the higher Classification Street and the narrowest frontage as defined by code. The project was always intended to function as one site including the existing truck fueling, the new retail store in the middle serving both truck and retail customers, new retail fueling to the west and the Seattle City Light property to create a development fronting Interurban Avenue. Sincerely, Duncan Wallace Pedro McCracken Design Group, Inc. 58 J ATTACHMENT F CITY OF SEATTLE - CITY LIGHT DEPARTMENT TEMPORARY PERMIT P.M. #230415-1-417 THIS PERMIT is issued by THE CITY OF SEATTLE, a Washington Municipal Corporation acting through its CITY LIGHT DEPARTMENT ("City"), to STEVE PETERSON (PETERSON 76) ("Permittee"), for temporary use of a portion of the City's fee -owned transmission line corridor property ("Premises") described as follows: Permitted Area: That portion of the City of Seattle, City Light Department Fee Owned Property located in the Northeast quarter of Section 15, Township 23-North, Range 4-East, W.M., as described on "Exhibit A" and generally depicted on "Exhibit B" attached hereto and by this reference incorporated herein. Total of approximately 3,740 square feet. TERMS AND CONDITIONS 1. Use. Permittee's temporary use of the Premises shall be as follows: Drive aisle, one 12 foot by 5 foot sign not to exceed 18 feet in height, and landscaping. Improvements not to exceed the approved construction plans "Peterson's 76 Station" dated 09/22/2016. 2. Term. The term of this Permit shall begin on January I, 2018, and shall continue on a month -to -month basis until December 31„ 2020, or until cancelled by either party as provided in Section 23 herein, whichever occurs first. The term may be extended by mutual written agreement of the Parties through amendment to this Permit. 3. Rent. The Permittee agrees to pay the following fees for its temporary use of the Premises as above stated: a. Initial Base Rent. The initial base rent for the Premises shall be Four Thousand Four Hundred Eighty -Eight Dollars ($4,488.00) per year, payable in advance. b. Leasehold Excise Tax. Permittee shall pay leasehold excise tax, levied by the State of Washington in the amount of 12.84% of the monthly base rent, or at any revised rate as may be established by law, with the rent. At the initial rent of $4,488.00, the leasehold excise tax amounts to Five Hundred Seventy -Six Dollars and Twenty -Six Cents ($576.26) per year. The total initial annual rent including leasehold excise tax is Five Thousand Sixty -Four Dollars and Twenty -Six Cents ($677.04). c. Base Rent Review and Adiustment. The base rent shall be reviewed and adjusted on December 31, 2020 and every three (3) years on December 1S` thereafter should the term be extended by written amendment to this Permit. Adjustments to the base rent will be based on the fair market value of the underlying land and the City's expected rate of return. Under no circumstances will the base rent be decreased. d. Base Rent Annual Escalation. The Base Rent for this Permit shall increase 3% per year beginning January 1, 2019 and every January IS` thereafter. For example, base rent plus leasehold excise tax for the years 2019 and 2020 is calculated as follows: January 2019 $4,622.64 + $593.55 = $5,216.19 (Rent + Excise Tax) January 2020 $4,761.32 + $611.35 = $5,372.67 (Rent + Excise Tax) e. To assure proper posting of payments, Permittee shall note on its checks "City Light Permit P.M. #230415-1-417, and include the payment stub from the invoice. f. Permittee hereby agrees that, in case of an increase in rent or other fees, all other provisions of this Pennit shall remain in full force, changed only by such alterations in amount of rent or other fees and not otherwise. Permittee further agrees to pay the correct amount of total rent due irrespective of any billing statement Permittee may receive from the City, and without prompting from the City. 4. Taxes and Other Fees. Permittee shall pay all license, excise and occupation taxes in connection with Permittee's business conducted on the Premises, and all taxes on the Permittee's interest created by this Temporary Permit. 5. Buildings or Structures. No building or permanent structure shall be constructed, placed, or allowed to remain upon the Premises. No ponds, ditches or open water retention fanilities of any kind shall be constructed, created, or allowed to remain on the Premises. 6. Cuts or Fills. Permittee agrees to submit plans furnishing details of any new blacktopping, grading, cuts, or fills for approval by the CEO and General Manager of City Light, or his representative, prior to the undertaking of any such blacktopping, grading, cut or fill operation on the Premises. Other than those included in already approved plans. The City reserves the right to prohibit grading or filling on the Premises. 7. Damage to Permittee's Property. Permittee agrees that the City shall not be liable for any damage to Permittee's personal property by reason of any construction, alterations, maintenance or improvements made or performed within the Premises by the City, its agents or representatives. 8. Other Uses. Permittee agrees not to use the Premises for any other purpose whatsoever than as set forth above and agrees that the CEO and General Manager of Seattle City Light shall be the sole judge of any conflict or violation of such use as above stated. 9. Permit for Use of Premises Only. This Permit is for use of the Premises only and shall not be construed to replace or be used in lieu of any permits or licenses which may be required, granted, or supervised by any other subdivision of government charged with licensing, policing, or supervising the operations of the Permittee. 10. Zonin2. Permittee agrees that use of the Premises must be consistent with applicable zoning laws and regulations; where the proposed use is not consistent with said laws and regulations, said use is made conditional upon the Permittee obtaining conditional zoning or a zoning variance if necessary. 11. Property Condition. Permittee agrees to maintain the Premises occupied or used in an orderly, fit and sanitary condition. At the termination of this Permit, Permittee shall restore the Premises to as good a condition or better than that which existed prior to issuance of this Permit. 12. City's Access. The Permittee shall not at any time interfere with the City's access to, over, or through the Premises. 13. Non -Exclusivity. Where this permit is issued for access, it shall not be deemed or held to be an exclusive permit, or prohibit City Light from granting other permits of like or other nature, or interfere with the City's use of the Premises, or affect the City's jurisdiction over all or any part thereof. 14. Access Road Maintenance. To avoid damage to Permittee's access road, if any, the City recommends that the Permittee maintain all access roads to American Association of State Highway and Transportation Officials H-93 loading standards (heavy loading). 15. Vehicles. Eauipment. Signs. The Permittee agrees to not to allow vehicles or other equipment within five (5) feet of any pole or within ten (10) feet of any tower within the 60 Premises and to maintain at least a 15 foot vertical clearance from power lines. Permittee further agrees not to place signs or any material or objects whatsoever against any transmission line, tower, or pole. 16. Protection of City Facilities. Permittee agrees to install and maintain protection such as guard posts or ecology blocks for the protection of electrical transmission line poles/towers located on said property in a manner approved by the CEO and General Manager of Seattle City Light or his/her representative. 17. Warning Signs. The City reserves the right to require the Permittee to place signs or other warning devices of hazards if any governmental agency or the City determines such hazards exist. 18. Laws and Regulations. The Permittee agrees to comply with all Federal, State and local electrical safety laws and regulations. 19. Indemnification and Insurance. a) Permittee agrees to indemnify and hold harmless The City of Seattle from all claims, actions or damages of every kind and description, including all claims, actions or damages brought by Permittee's employees, contractors, agents, representatives, tenants, or invitees, which may accrue from or be suffered by reason of Permittee's use of the Premises, the performance of any work in connection with such use, or Permittee's breach of any of its obligations under this Permit. In case of any suit or action brought against the City arising out of or by reason of any of the above causes, Permittee shall, upon notice to Permittee of the commencement of such action, defend the same at no cost or expense to the City, and Permittee will fully satisfy any judgment rendered in said action adversely to the City, except to the extent of the negligence or willful misconduct of the City, its agents or representatives. By this indemnity provision, the Permittee expressly waives any immunity its businesses may have from claims by its businesses' employees under any workers' compensation or industrial insurance law arising out of workplace injuries, as defined under RCW 51.24.030, in connection with Permittee's use of the Premises. b. The Permittee shall obtain and maintain continuously for the term of this Permit, at its own expense, an occurrence form Commercial General Liability insurance policy covering the use of the property by the Permittee. Minimum limit of liability shall be $2,000,000 each occurrence combined single limit bodily injury and property damage. Such insurance shall include "the City of Seattle" as an additional insured for primary and non-contributory limits of liability , and shall not canceled unless no less than thirty (30) days prior written notice is provided to the City, except ten (10) days notice with respect to cancellation for non-payment of premium. Failure to maintain required insurance shall be considered a material breach of contract, subject to the remedies laid out in Paragraph 25 below. The permittee shall send certification of insurance meeting the minimum coverages, limits and terms as specified above to: Seattle City Light, Real Estate Services 700 Fifth Avenue, Room 3325 P.O. Box 34023 Seattle, Washington 98124-4023 Such certification shall include an actual copy of the policy provision(s) documenting that "The City of Seattle" is an additional insured for primary and non- contributory limits of liability. 20. Inspection. The CEO and General Manager of City Light, or his representatives, shall have the right at all times to inspect said Premises for the purpose of observing the conditions thereof, and the manner of compliance by the Permittee with the terms and conditions of this Permit. 61 21. Right to Suspend. The CEO and General Manager of City Light shall have the right at all times to suspend any or all operations on the Premises which he deems to be detrimental to the best interest of the City or the public. 22. Hazardous Materials. Permittee covenants and agrees that neither they, nor their employees, contractors, agents, or invitees will store, dump, bury or transfer any hazardous substances, flammable materials, inoperable vehicles, chemicals, oils, fuels, or containers for said substances, chemicals, oils, fuels, etc., on the Premises, and shall comply with all Federal, State and local environmental laws and regulations. 23. Cancellation. This Permit may be cancelled at any time upon 180-day written notice by either party to the other party, mailed to the other parry's last known address. 24. Temporary Nature of Permit. Permittee understands and agrees that Pertnittee's status under this Permit is only that of temporary licensee, with term permitted temporary use of the Premises limited by the terms of this Permit and the City's need to use the Premises and Permittee also understands and agrees that cancellation or non -renewal of this Permit for any reason whatsoever shall not place any obligation on the City to provide Permittee any alternative rental property or facilities. This Permit vests no permanent property rights in the Permittee and cancellation or non -renewal thereof does not render Permittee a "displaced person" as defined under RCW 8.26.020 or Chapter 20.84 Seattle Municipal Code. 25. Violation of Terms. Should the Permittee violate, breach or fail to keep or perform any covenant, agreement, term or condition of this Permit, Permittee shall forfeit any and all rights herein Permitted, and the City shall have the right to immediately cancel and terminate said Permit and all of the Permittee's rights hereunder without liability for loss or damage that the Permittee may thereby sustain; and upon termination of this Permit, the Permittee will vacate the Premises and remove its personal property therefrom. 26. Removal of Personal Property. Permittee shall remove all of its personal property from the Premises on or before the termination date of this Permit. If Permittee fails to remove such personal property on or before the termination of this Permit, the same shall, at the City's option, become a part of the realty and the property of The City of Seattle, or the City may, at its election, remove the same without liability to the Permittee for Ioss, injury or damage thereto, and the cost of such removal and restoration of said premises to their former condition shall be paid by the Permittee to the City upon demand. 27. Survival. All of the licensing, Permitting, tax and other legal requirements or obligations incurred by the Permittee hereunder shall survive the cancellation or termination date of this Permit. All of the indemnification and hold harmless provisions, as well as the hazardous substance covenant, of this Permit shall survive the cancellation or termination date hereof. 28. Assignment. This Permit is not transferable or assignable, in whole or in part, nor may any portion of the rented premises be sublet, without the express written approval of the CEO and General Manager of City Light, or his representative. This space intentionally left blank, signature page follows. 62 GRANTED this day of , 2018. FOR THE CITY OF SEATTLE CITY LIGHT DEPARTMENT: By: Maureen L. Barnes Real Estate Manager ACCEPTED: PERMITTEE: PETERSON 76 By: Steve Peterson Title: • 63 64 Exhibit A 230LII5-- r- yi7 LEASE AREA DESCRIPTION THE NORTHEAST 39.3 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND: THAT PORTION OF THE SEATTLE CITY LIGHT FEE OWNED PROPERTY KNOWN AS KING COUNTY TAX PARCEL NO. 000300-0032, LYING IN THE SE QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., TOTALING APPROXIMATELY 7,405 SQUARE FEET, AS GENERALLY DEPICTED ON EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE INCORPORATED HEREIN. CONTAINING 3,628 SQUARE FEET MORE OR LESS; TOGETHER WITH THAT PORTION OF SAID TRACT DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTHEASTERLY RIGHT OF WAY MARGIN OF 48TH AVENUE SOUTH WITH THE NORTHEASTERLY RIGHT OF WAY MARGIN OF INTERURBAN AVENUE SOUTH; THENCE NORTH 41 °45'43" EAST ALONG SAID RIGHT OF WAY MARGIN OF 48TH AVENUE SOUTH, A DISTANCE OF 24.60 FEET; THENCE LEAVING SAID MARGIN, SOUTH 48°14'17" EAST A DISTANCE OF 11.45 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 44°15'06" EAST A DISTANCE OF 14.00 FEET; THENCE SOUTH 45°44'54" EAST A DISTANCE OF 8.00 FEET; THENCE SOUTH 44°15'06" WEST A DISTANCE OF 14.00 FEET; THENCE NORTH 45°44'54" WEST A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING; CONTAINING 112 SQUARE FEET MORE OR LESS SITUATE IN CITY OF TUKWILA, KING COUNTY, WASHINGTON. 65 66 Exhibit B zloyir- /-V/7 LINE TABLE SEGMENT LENGTH BEARING L1 24.60' N41'45'43"E L2 11.45 S48'14'17"E L3 14.00' N44'15'06"E L4 8.00' 545'44'54"E L5 14.00' S44'15'06"W L6 8.00' N45'44'54'W S.3nN3A V NVB&fla P.O.B. 30' 50 25 0 50 100 SCALE IN FEET L1 W O - PORTION OF SCL PARCEL NO. 000300- 0032 961 EiaTO yy .VAL 11Nti� /ol //-/7 4877-( AVENUE 8. N U LOT B BLA NO. L14-0004 AFN 20140821900001 LEASE EXHIBIT DWN BY: KDB CHK. SCALE: 1" = 50' RGH DATE: 12/11/17 JOB NUMBER SHEET 17-066-01 1 OF 1 pGS PACIFIC GEOMATIC SERVICES, INC. INC LAND SURVEYING & MAPPING SERVICES QUALITY SERVICE - CREATIVE SOLUTIONS 6608 216TH STREET SW, STE. 304 MOUNTLAKE TERRACE, WA 98043 PHONE:(425) 778-5620 FAX:(425) 775-2849 WEB: www.PacGeolnc.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: PETERSON'S 76 STATION Project Number: PL17-0048 Associated File Number (s): L17-0055, E17-0011, L18-0009 Date Mailed: 2/9/18 Mailing requested by: MAX BAKER Mailer's signature: ❑ Board of AdjuTment Agenda Packet ❑ Notice of Appliication for ❑ Board of Appeals Agenda Packet ❑ Determination of Non -Significance ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action CX Notice of Application ❑ Short Subdivision Agenda Parties of Record: Shoreline Mgmt Permit ❑ Notice of Decision ❑X Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit AGENCY LABELS ❑ Clerk Office — Ana Le PUBLIC HEARINGS/MEETINGS need to go to Ana to include in Digital Records Center O US Corps of Engineers O Federal HWY Admin ❑ Federal Transit Admin, Region 10 O Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ❑ US Environmental Protection Agency (E.P.A.) ❑ US Dept of HUD O National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ❑ Office of Archaeology 0 Dept of Social & Health Services ❑ Transportation Department (WSDOT NW) ❑ Dept of Ecology NW Regional Office, Shoreland Div. ❑ Dept of Natural Resources SHORELINE NOD REQUIIitES RETURN RECEIPT ❑ Office of the Governor ® Dept of Ecology, SEPA **Send Electronically ❑ WA State Department of Commerce (formerly Community Dev) 0 Office of Attorney General ❑ WA Fisheries & Wildlife, MiiICreek Office 0 Office of Hearing Examiner ❑ WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 Section 3 ❑ KC Boundary Review Board O Fire District # 11 O Fire District # 2 El KC Wastewater Treatment Div ❑ KC Dept of Parks & Recreation ® KC Assessor's Office O KC Watershed Coordination WRIA 9 KING COUNTY AGENCIES ❑ Health Department ❑ Port of Seattle ® KC Dev & Environmental Services-SEPA Info Center • KC Metro Transit Div-SEPA Official, Environmental Planning ❑ KC Dept of Natural Resources ❑ KC Dept of Natural Resources, Andy Levesque O KC Public Library System ❑ Foster Library O Renton Library O Kent Library O Seattle Library Section 4 SCHOOLS/LIBRARIES 0 Westfield Mall Library ❑ Tukwila School District ❑ Highline School District ❑ Seattle School District ❑ Renton School District ❑ Century Link ® Seattle City Light O Puget Sound Energy ❑ Highline Water District ❑ Seattle Planning &Dev/Water Dept ❑ Comcast Section 5 UTILITIES ❑ BP Olympic Pipeline ❑ Val-Vue Sewer District ❑ Water District # 20 ❑ Water District # 125 ❑ City of Renton Public Works ❑ Bryn Mawr-Lakeridge Sewer/Water Dist ❑ Seattle Public Utilities ❑ Waste Management ❑ Cascade Water Alliance ❑ Tukwila City Departments O Public Works ❑ Police ❑ Planning ❑ Parks & Rec ❑ City Clerk (PUBLIC HEARINGS/MEETINGS) Section 6 CITY AGENCIES ❑ Kent Planning Dept ❑ Fire ['Renton Planning Dept O Finance 0 City of SeaTac ❑ Building ❑ City of Burien ❑ Mayor 0 City of Seattle 0 Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER * send notice of all applications on Green/Duwamish River ❑ Duwamish River Clean Up Coalition * ❑ Muckleshoot Indian Tribe * ❑ Cultural Resources O Fisheries Program ❑ Wildlife Program ❑ Duwamish Indian Tribe * O People for Puget Sound * LOCAL AGENCIES ❑ Puget Sound Clean Air Agency ❑ Sound Transit/SEPA ❑ Puget Sound Regional Council) ❑ Washington Environmental Council ❑ Futurewise O Puget SoundKeeper 0 SW KC Chamber of Commerce O Tukwila Historical Society** ** send notices for all Tukwila projects which require public notice — via email to: tukwilahistsociety@ltukwilahistory.orq and rcwieseracomcast.net 0 Seattle Times ❑ Highline Times Section 8 MEDIA ❑ South County Journal 0 City of Tukwila Website pies of Record / Additional Cont°s • Write in here. ParcelNum ToLine 3000116 3000115 3000110 3000112 3000030 3000045 3000046 3000106 3000108 3000110 3000110 3000110 3000110 3000113 3000115 4800013 3000108 3000045 4800013 3000046 3000032 3000113 3000053 DEMLLC HIC I LLC INTERURBAN 13038 LLC JACK IN THE BOX Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant PACWEST ENERGY LLC PETERSONS PROLOGIS USLV REALLAB LLC SEATTLE CITY OF SCL STRANDER FAMILY LLC I WA STATE DOT AttnLine ATTN: MCDEVITT M D C/O KIDDER MATHEWS C/O EPROPERTY TAX DEPT 401 C/O PROLOGIS TAX COORDINATOR 700 5TH AVE STE 3200-AP R/E SERVICES M/S 118 AddrLine 13123 48TH AVE S PO BOX 700 1201 PACIFIC AVE #1400 PO BOX 4900 13050 48TH AVE S 13100 48TH AVE S 13001 48TH AVE S 13050 INTERURBAN AVE S 13138 INTERURBAN AVE S 13038 INTERURBAN AVE S 110 13038 INTERURBAN AVE S 120 13038 INTERURBAN AVE S 130 13038 INTERURBAN AVE S 140 13310 INTERURBAN AVE S 13400 INTERURBAN AVE S 12855 48TH AVE S 3450 COMMERCIAL COURT 13310 INTRURBAN AVE S 60 STATE ST #2200 3213 W WHEELER ST PO BOX 34023 PO BOX 88636 PO BOX 330310 CityState SEATTLE WA MERCER ISLAND TACOMA WA SCOTTSDALE AZ TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA MERIDIAN ID TUKWILA WA BOSTON MA SEATTLE WA SEATTLE WA TUKWILA WA SEATTLE WA ZipCode AddrSource 98168 KCA Table 98040 KCA Table 98402 KCA Table 85261 KCA Table 98168 KC-AdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 KC-AdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 83642 KCA Table 98168 KCA Table 2109 KCA Table 98199 KCA Table 98124 KCA Table 98138 KCA Table 98133 KCA Table CRWAddresslD NA NA NA NA NA ADDR-05460 ADDR-05454 NA ADDR-05294 ADDR-05286 ADDR-05287 ADDR-05288 ADDR-05289 ADDR-12244 ADDR-05548 ADDR-05451 NA NA NA NA NA NA NA e City of Tukwila Notice Of Application and Hearing Design Review & Zoning Variance, Peterson's 76 Station Project # PL17-0048, Associated File Ws E17-0011 (SEPA), L17-0055 (Design Review), L18-0009 (Variance) Project Planner: Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov Project # PL17-0048 Applicant: Duncan Wallace, PM Design Group, Inc. Property Owner: Steve Peterson Project Location: 13310 Interurban Ave S. Project Description: Zoning Variance application and Design Review permit hearing for construction of new six island fuel station with canopy, fuel tanks, 10,000+ square foot convenience store and freestanding coffee kiosk. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on February 23, 2018. You are also welcome to provide comments on the project before the Board of Architectural Review at a public hearing scheduled on March 8, 2018 at 6:30 pm in Council Chambers located at Tukwila City Hall, 6200 Southcenter Blvd., Tukwila, WA 98188. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila, WA. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CORRECTION LETTER #1 November 7, 2017 Duncan Wallace PM Design Group, Inc. 19401 40th Ave W, Suite 200 Lynwood, WA 98036 RE: Peterson's 76 Fueling Station Project #: PL17-0048 File #: E17-0011 (SEPA), L17-0055 (Design Review) Dear Mr. Wallace, The city has completed a review of plans submitted for the Peterson's 76 Fueling Station permit applications. Comments from departments are listed below. A resubmittal of four updated site plans addressing the comments below is required for our continued review. The Revision Submittal form can be found at http://www.tukwilawa.gov/wp-content/uploads/DCD-Permits-Revision-Submittal.pdf. Public Works 1) Applicant shall submit copies of all the easement documents. The critical issue is placement of the coffee kiosk over the sanitary sewer easement. The sewer easement might need to be modified. 2) The 2/28/13 site survey shows numerous monitoring wells on site. What is their status? Are they still on site or were they removed already? 3) A trash enclosure is required for the convenience store coffee kiosk. It shall have a drain structure on the bottom and tie into the sanitary sewer via the grease interceptor. If the store and kiosk is to use the adjacent parcel's trash enclosure, a use agreement will need to be provided granting continued access for convenience store and coffee kiosk tenants. 4) BMPs for all commercial properties and fueling operations shall be implemented. Contact Greg Villanueva, NPDS Coordinator, Public Works Dept. at (206) 431-2442 or greg.vilolanueva@tukwilawa.gov if you have specific questions regarding these BMPs. 5) As part of the future building permit for this project a Spill Response Plan is required and the Spill Kit Locations shall be shown and described. 6) At the time of building permit application submit calculations of the total area (private property, City of Seattle and Tukwila right of way) to be disturbed as result of this development. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov F Peterson's 76 Fueling Station Correction Letter #1 Planning Site Plan/Setbacks 1) Site plan shows location of drive aisle and required landscaping within adjacent Seattle City Light parcel (APN 0003000032). Applicant will need to provide documentation showing use agreement between Seattle City Light and the applicant allowing for development of parcel 0003000032 for the life of the proposed development on the applicant's property. Parcel 0003000032 will be considered as part of the 25' front yard setback only if such a use agreement is provided. Required landscaping must remain in place for the life of the development project as well (see next section). Landscaping 1) Current zoning requirements for Commercial Light Industrial zones require the following landscape areas along the perimeter of a property, measured in linear feet (TMC 18.52.030): a. Front Yard and Second Front Yard: 15 ft., Type I Landscaping b. Side Yard: 6 ft., Type II Landscaping c. Rear Yard: 0 ft., Type II Landscaping d. Landscaping for parking lots: 15 sq. ft. per stall; 10 per stall for parking placed behind building 2) The landscape perimeter may be clustered if the total required square footage is achieved. In addition, up to 50% of the perimeter landscaping may be relocated to the interior parking to provide more flexibility for site organization (TMC 18.52.100). 3) Current landscaping proposal shows 12.5' of landscaping along front and second front yards, 2.5' less than the 15' front/second front landscaping requirements. A landscaped area adjacent to the south edge of the convenience store is shown, but it is not clear what the square footage of this area is. No landscaping is provided for the eastern parcel boundary, which requires 6' of Type II landscaping. No calculations are provided showing how the site plan will provide the 420 sq. ft. of required parking lot landscaping (15 sq. ft. * 28 proposed stalls). If applicant is planning to cluster landscaping as permitted by TMC 18.52.100, relocated landscaping locations with area calculations need to be provided for review. 4) Two bioretention areas with walled enclosures are shown within the front yard setback; it is not clear as the intent of the wall enclosure. Additionally, fences must be placed on the interior side of any required perimeter landscaping and not within the landscape area itself. Bioretention areas may be counted up to 100% towards required Type I and Type II landscaping if they meet the following criteria (TMC 18.50.100.E): a. The bioretention facility has been designed by a professional trained or certified in low impact development techniques; and b. The landscaping meets the screening requirements of the specified landscape type; and c. Public safety concerns have been addressed; and d. The number of trees required by the landscape type are provided. 5) Indicated street trees (Carpinus Betulus and Malus 'Red Barron') are not approved trees for use in the City of Tukwila (TMC 18.52.060). Please see attached tree list for approved street trees. 2 Peterson's 76 Fueling Station Correction Letter #1 Design 1) No elevations have been provided for the fueling canopy. Please include elevations/renderings for review. Fuel canopy should be harmonious with other proposed structures. Next Steps Please submit (4) revised survey site maps and elevations incorporating the aforementioned conditions to the Department of Community Development at 6300 Southcenter Blvd, Tukwilla, WA 98188. These documents must be rolled, not folded. Upon receipt of these items, the City will route them to pertinent departments for review. This application will expire if we do not receive the additional information within .ninety days of the date of this letter, unless an extension is granted pursuant to Tukwila Municipal Code 18.104.070(E). If you have any questions with this matter you may call the project Planner, Max Baker, at (206) 431- 3683 or Max.Baker@TukwilaWA.gov. Sincerely, / Max Baker Assistant Planner 3 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: Peterson's 76 Station Project Number: PL17-0048 Associated File Number(s): L17-0055, E17-0011 Date Mailed: September 26, 2017 Mailing requested by: Max Baker Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance ❑ Notice of Decision ❑ Determination of Significance & ❑ Notice of Public Hearing Scoping Notice ❑ Notice of Public Meeting ❑ Mitigated Determination of Non- ❑ Official Notice Significance ❑ Other ❑ Notice of Action ❑ Shoreline Mgmt Permit ❑x Notice of Application Parties of Record: ❑ Short Subdivision Agenda AGENCY LABELS ❑ Clerk Office — Ana Le PUBLIC HEARINGS/MEETINGS need to go to Ana to in,_ _de in Digital Records Center ❑ Duwamish River Clean Up Coalition * ❑ Muckleshoot Indian Tribe * O Cultural Resources ❑ Fisheries Program ❑ Wildlife Program ❑ Duwamish Indian Tribe * ❑ People for Puget Sound * O US Corps of Engineers ❑ Federal HWY Admin O Federal Transit Admin, Region 10 O Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ❑ US Environmental Protection Agency (E.P.A.) ❑ US Dept of HUD ❑ National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES 0 Office of Archaeology ❑ Dept of Social & Health Services O Transportation Department (WSDOT NW) 0 Dept of Ecology NW Regional Office, Shoreland Div. ❑ Dept of Natural Resources SHORELINE NOD REQUIRES RETURN RECEIPT 0 Office of the Governor ® Dept of Ecology, SEPA **Send Electronically ❑ WA State Department of Commerce (formerly Community Dev) 0 Office of Attorney General ❑ WA Fisheries & Wildlife, MillCreek Office 0 Office of Hearing Examiner O WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 Section 3 ❑ KC Boundary Review Board O Fire District # 11 0 Fire District # 2 ❑ KC Wastewater Treatment Div O KC Dept of Parks & Recreation ® KC Assessor's Office ❑ KC Watershed Coordination WRIA 9 KING COUNTY AGENCIES ❑ Health Department ❑ Port of Seattle ® KC Dev & Environmental Services-SEPA Info Center ® KC Metro Transit Div-SEPA Official, Environmental Planning ❑ KC Dept of Natural Resources ❑ KC Dept of Natural Resources, Andy Levesque O KC Public Library System O Foster Library ❑ Renton Library ❑ Kent Library ❑ Seattle Library Section 4 SCHOOLS/LIBRARIES ❑ Westfield Mall Library O Tukwila School District ❑ Highline School District 0 Seattle School District ❑ Renton School District 0 Century Link ® Seattle City Light ❑ Puget Sound Energy ❑ Highline Water District ❑ Seattle Planning &Dev/Water Dept ❑ Comcast Section 5 UTILITIES ❑ BP Olympic Pipeline ❑ Val-Vue Sewer District ❑ Water District # 20 0 Water District # 125 O City of Renton Public Works ❑ Bryn Mawr-Lakeridge Sewer/Water Dist 0 Seattle Public Utilities 0 Waste Management ❑ Cascade Water Alliance ❑ Tukwila City Departments ❑ Public Works O Police ❑ Planning ❑ Parks & Rec 0 Mayor ❑ City Clerk (PUBLIC HEARINGS/MEETINGS) ❑ Fire ❑ Finance ❑ Building Section 6 CITY AGENCIES O Kent Planning Dept ❑ Renton Planning Dept ❑ City of SeaTac ❑ City of Burien ❑ City of Seattle ❑ Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER LOCAL AGENCIES * send notice of all applications on Green/Duwamish River 0 Puget Sound Clean Air Agency ❑ Sound Transit/SEPA ❑ Puget Sound Regional Council ❑ Washington Environmental Council ❑ Futurewise ❑ Puget SoundKeeper ❑ SW KC Chamber of Commerce ❑ Tukwila Historical Society** notices for all Tukwila projects which require public notice — via email to: tukwilahistsociety(catukwilahistorv.orq and rcwileserOcomcast.net ** send ❑ Seattle Times ❑ Highline Times Section 8 MEDIA ❑ South County Journal 0 City of Tukwila Website Parties of Record / Additional Contests • Write in here. 1 ParcelNumber ToLine 3000030 STRANDER FAMILY LLC I 3000030 Occupant 3000030 Occupant 3000032 SEATTLE CITY OF SCL 3000045 PETERSONS 3000045 Occupant 3000046 REALLAB LLC 3000046 Occupant 3000053 WA STATE DOT 3000106 JACK IN THE BOX 3000106 Occupant 3000108 PACWEST ENERGY LLC 3000108 Occupant 3000109 DEM L L C 3000110 INTERURBAN 13038 LLC 3000110 Occupant 3000110 Occupant 3000110 Occupant 3000110 Occupant 3000112 JACK IN THE BOX 3000112 Occupant 3000113 STRANDER FAMILY LLC I 3000113 Occupant 3000113 Occupant 3000115 HIC I LLC 3000115 Occupant 3000116 DEM L L C 4800013 PROLOGIS USLV 4800013 Occupant 142304HYDR NA AttnLine 700 5TH AVE STE 3200-AP R/E SERVICES M/S 118 C/O EPROPERTY TAX DEPT 401 ATTN: MCDEVITT M D C/O KIDDER MATHEWS C/O EPROPERTY TAX DEPT 401 ATTN: MCDEVITT M D C/O PROLOGIS TAX COORDINATOR NA Addrline PO BOX 88636 13050 48TH AVE S 13050 48TH AVE S PO BOX 34023 13310 INTRURBAN AVE S 13100 48TH AVE 5 3213 W WHEELER ST 13001 48TH AVE 5 PO BOX 330310 PO BOX 4900 13050 INTERURBAN AVE S 3450 COMMERCIAL COURT 13138 INTERURBAN AVE S 13123 48TH AVE S 1201 PACIFIC AVE #1400 13038 INTERURBAN AVE 5 110 13038 INTERURBAN AVE S 120 13038 INTERURBAN AVE S 130 13038 INTERURBAN AVE S 140 PO BOX 4900 13050 INTERURBAN AVE S PO BOX 88636 13310 INTERURBAN AVE S 13310 INTERURBAN AVE S PO BOX 700 13400 INTERURBAN AVE S 13123 48TH AVE S 60 STATE ST #2200 12855 48TH AVE S NA CityState TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA SEATTLE WA SCOTTSDALE AZ TUKWILA WA MERIDIAN ID TUKWILA WA SEATTLE WA TACOMA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SCOTTSDALE AZ TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA MERCER ISLAND WA TUKWILA WA SEATTLE WA BOSTON MA TUKWILA WA NA ZipCode AddrSource 98138 KCA Table 98168 KC-AdddressPoints 98168 KC-AdddressPoints 98124 KCATable 98168 KCA Table 98168 TukwilaAdddressPoints 98199 KCATable 98168 TukwilaAdddressPoints 98133 KCA Table 85261 KCA Table 98168 KC-AdddressPoints 83642 KCATable 98168 TukwilaAdddressPoints 98168 KCA Table 98402 KCA Table 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 85261 KCA Table 98168 TukwilaAdddressPoints 98138 KCATable 98168 TukwilaAdddressPoints 98168 TukwilaAdddressPoints 98040 KCATable 98168 TukwilaAdddressPoints 98168 KCATable 2109 KCA Table 98168 TukwilaAdddressPoints no match NA CRWAddresslD TukStatus PropUse NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA ADDR-05460 ACTIVE-ML None NA NA NA ADDR-05454 ACTIVE-ML None NA NA NA NA NA NA NA NA NA NA NA NA ADDR-05294 ACTIVE-ML None NA NA NA NA NA NA ADDR-05286 ACTIVE-ML None ADDR-05287 ACTIVE-ML None ADDR-05288 ACTIVE-ML None ADDR-05289 ACTIVE-ML None NA NA NA ADDR-05292 ACTIVE-ML None NA NA NA ADDR-12244 ACTIVE-ML None ADDR-05295 ACTIVE-ML None NA NA NA ADDR-05548 ACTIVE-ML None NA NA NA NA NA NA ADDR-05451 ACTIVE-ML None NA NA City of Tukwila Notice Of Application Design Review & SEPA Peterson's 76 Station, File #L17-0055 Project Planner: Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov 13138.4`"`: File# L17-0055 Applicant: Duncan Wallace, PM Design Group, Inc. Property Owner: Steve Peterson Project Location: 13310 Interurban Ave S. Project Description: Design Review permit application for construction of new six island fuel station with canopy, fuel tanks, 10,000+ square foot convenience store and freestanding coffee kiosk. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on October 10, 2017. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE WATER For all development except one single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 13310 Interurban Ave S 98168 PARCEL #: 000300-0113 Contact's Name: Richard Dugie Contact Phone #: 425 482 0208 Contact e-mail: richard@dugiedesigngroup.com Contact Address: _19820 32"d Ave SE Bothell, Wa 98012 PROJECT ADDRESS: 415 Baker Blvd. PARCEL #: 0223 1000 80 s test notice is valid for one-year from signature date. the concurrency facilities with addition of capacity of the proposed development is equal to or better than capacity required to maintain the established level of service standard. By: `t, 7 Date Print Name: Michael Cusick PE Sr. Utility Eneineer Approved 01.01.2006 RECEIVED AU6 16 2017 Community Development Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE SEWER For all development except a single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, or a non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 13310 Interurban Ave S 98168 PARCEL #: 000300-0113 Contact's Name: Richard Dugie Contact Phone #: 425 482 0208 Contact e-mail: richard@dugiedesigngroup.com _ Con t-ass: _19820 32m1 Ave SE Bothell, Wa 98012 PASSED s test notice is valid for one-year from signature date. of the concurrency facilities with addition of capacity of the proposed development is equal to or better than capacity required to maintain the established level of service standard. DOES NOT PASS 1. Sewer service will require the following improvement(s) to pass the concurrency test: a) Installation of and/or feet of -inch sewer main to reach the site; b) Construction of a distribution system on the site; and/or C) Other: 2. The sewer system improvement will require an amendment to the Comprehensive Sewer System Plan. By 7 Date Print Name: Michael Cusick. PE Sr. Utility Engineer Approved 01.01.2006 RECEIVED AUG 16 2017 Community DevE i prric:nt Public Works Department 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206.433.0179 CONCURRENCY TEST NOTICE SURFACE WATER For all development except one single-family residence, 2-9 lot short plats, four-plex or smaller multi -family residence, or non-residential development that is categorically exempt from SEPA. Submit a detailed project description including location, existing facilities, and proposed facilities. PROJECT ADDRESS: 13310 Interurban Ave S 98168 PARCEL #: 000300-0113 Contact's Name: Richard Dugie Contact Phone #: 425 482 0208 Contact e-mail: richard@dugiedesigngroup.com _ Contact Address: _19820 32"d Ave SE Bothell, Wa 98012 YES/' PASSED This test notice is valid for 90-days from signature date. Capacity of the concurrency facilities combined with the addition of any detention (if required) for the proposed development is equal to or better than capacity required to maintain the established level of service standard. Compliance with the City's adopted Surface Water Manual ensures concurrency and any additional items noted below. Additional items: By: Print Name: Approved 01.20.2006 / e:4>- .4( Sr. Engineer Date ly y} ' IVED ■ 1 Ylu�a �9 romps AUG 16 2017 Community Development p7 r, DESIGN Architectural Solutions Group PM Design Group, Inc. 19401 40th Avenue West, Suite 300 Lynnwood, WA. 98036 P. 425.405.7747 August 1, 2017 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Design Review Narrative Peterson's 76 Station CEfvED AUG 162017 Community Development Project Description Mr. Peterson proposes to redevelop the existing site by demolishing the existing 76 stations 4 fueling islands, the fueling canopy, the underground fuel tanks and convenience store. The existing freeway sign will remain in place as is. He will then construct a new 76 station with 6 fueling islands, new canopy, new underground fueling tanks and a 10,021 sf 2-story convenience store. This site is roughly 600' northwest and across I-5 from the Duwamish River. Compliance with Approval Criteria 1. Relationship of Structure and Landscape to Site: a. The new fueling islands with canopy are oriented to be parallel to 48th Ave and between the 2 approaches. A new 12.5' landscape setback/buffer area is proposed along 48th Ave. The convenience store and its parking are facing the fueling area to allow for customer parking in front of the store or they can easily and safely walk from their cars at the fueling islands into the convenience store. There will also be a rear customer entrance to accommodate the customers from the commercial truck fueling islands. A pedestrian walkway will be provided with a bike rack in front of the convenience store from the front of the convenience store to the offsite sidewalk along 48th Ave. Design includes a coffee kiosk that will be oriented to allow drive up customers to purchase coffee then exit the site. b. Parking is located along the front of the convenience store and is screened by the landscaping along 48th Ave. Fueling islands area also screened by landscaping along 48th Ave. A loading stall will be located at the rear of the building near the delivery door and is generally screened by the store itself c. The height of the fueling canopy is 18'-10" with a 16'-0" clearance under the canopy. It is sized appropriately to allow for customer protection while they are fueling their cars. A corner of the canopy does overhang into the 5' building setback by 1'-11". Per the Tukwila Zoning Code 18.06.740 eaves may intrude a maximum of 24" into the setback. The convenience store is sized to maximize the square footage for sales area and storage. This is achieved with 2-stories and the building will be landmark Gateway building into the City of Tukwila from the I-5 corridor. The Northern and Southern sides of the buildings eaves will overhang the building setback no more than 24' to allow for modulation. The highest part of the convenience store is 40'-4 /2". This zone allows a maximum height of 45'-0". Office Locations Sacramento Portland Phoenix • Dallas • San Francisco • Denver Los Angeles • Seattle www.pmdginc.com j d. Landscaping for the overall development including the commercial truck fueling area will be achieved by using the new landscape Order #2523. Under Section 18.52.100 Request for Landscape Modification Item A 2. Clustering and /or averaging of required landscaping. Due to the needed maneuvering of the fueling truck on the site, the Southern 5' landscape setback/buffer along the 1-5 off ramp will be averaged out in other areas of the property. e. A Photometric Study of the proposed lighting on site shows minimal off site impact of our proposed light locations. 2. Relationship of Structure, Site and Building Design to Adjoining Area: a. The design of the fueling canopy will be consistent with the 76 brand and matches the uses both behind the convenience store as well as across 48t" Ave. The design of the convenience store and the materials proposed go well beyond the standard fueling station convenience store look. From the different finish materials being used, the modulation of the building facades to the roof and eave overhangs, the building will be aesthetically appealing to the surrounding area as well as the people exiting I-5. The coffee kiosk will also have this same building look and materials. Pedro McCracken DESIGN GROUP, INC. Duncan Wallace, Regional Manager The Board's approval will expire unless construction begins within three years of Board action. Modifications to the approved design at the time of building permit may require additional review of the project. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete.. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (5 copies). ✓ 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". ✓ 4. Application Fee: See Land Use Fee Schedule. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). ✓ ✓ 6. SEPA Environmental Checklist if required (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 7. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks -- must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 -, " i- l'"Lit t,L—a_,tziV PLEASE NOTE: Regardless of whether you pay the City to generate the mailingAlre11 o, rovide� them, there is an additional fee for postage and material as listed under Public N $tltt�V77 a�']]i ee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decBtispnrnfIiyu will receive a separate bill for this fee. Development 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016 Applications\ Design Review -Public Hearing -March 2016.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: 10. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). ✓ 11. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. ✓ 12. A written discussion of project consistency with decision criteria, see application. This is your opportunity to highlight the design features of your project. ✓ 13. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive 1 Area Special Study Guidelines for additional information. SURVEY: 14. (a) The survey must include a graphic scale and north arrow. It shall be drawn with black ink in record of survey format. This shall be stamped by the surveyor. ✓ (b) An existing and proposed boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, easements, encumbrances and right-of-way width. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. ✓ 1 (c) Existing and proposed building footprints. (d) Fire access lanes and turn-arounds per Fire Department standards. (e) Dash in required setback distances from all parcel lot lines. SITE PLAN: 15. (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". ✓ 1 (b) Existing and proposed building footprints. ✓ (c) Vicinity Map with site location, does not have to be to scale. 1 (d) Fire access lanes and turn-arounds per Fire Department standards. 1 (e) Parking lots with dimensioned stalls and drive aisles. ✓ (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors, height and materials. ✓ (h) Street furniture such as benches and bike racks. 1 (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50%). LANDSCAPE PLAN: 16. (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect; or if located in the TUC districts see TMC 18.28). One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". ✓ (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). ✓ \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Public Hearing -March 2016.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning SENSITIVE PLAN: AREAS 17. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". U (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. CIVIL PLANS: 18. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". ✓ Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD NGVD 1929, if in a flood zone or flood -prone area. See PERMIT CENTER for further information. ./ ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals. ✓ (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT / CENTER. ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. ✓ (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. n (i) Plan, profile and cross-section for any right-of-way improvements. ✓ (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: 19. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. ✓ ✓ 20. Color and materials board accurately representing the proposed project. A rendering or photo montage showing the project in context is recommended. If submitted it must accurately accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). ./ 22. Luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. ✓ ✓ 23. All existing and proposed signage with sign designs and locations. \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Public Hearing -March 2016.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 DESIGN REVIEW - PUBLIC HEARING APPLICATION FOR STAFF USE ONLY Permits Plus Ty e: P-DR Planner: File Number: J\ OC:ICS"." Application Complete Date: Project File Number: Al- - 00 Application Incomplete Date: Other File Numbers: nq� EI__--:__60 * This application requires public notification. Please refer to section 8 of application checklist NAME OF PROJECT/DEVELOPMENT: Peterson's 76 Station BRIEF DESCRIPTION OF PROJECT: Demo site and build 6 island fuel station with 2 story convenience store LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13310 Interurban Ave. S. Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0003000113 & 0003000045 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: PM Design Group, Inc. / Duncan Wallace Address: 19401 40th Ave. West, Suite 200, Lynnwood, WA 98036 Phone: 425-405-7746 E-mail: dwalla ; • p' .gigic.co Signature: / FAX: Date: August 16, 2017 \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016 Applications\ Design Review -Public Hearing-M arch 2016.docx AUG 16 2017 Community Development FUEL NORT TARKINY FUEL WEST ELEVATION It 11 R 4 Il i A . �I}�,I1,0. a �� s • I s p. .6 A I O VP. n ,l ID H ELEVATION V 1 �- I i !K FUEL WEST ELEVATION • Die• WET SW GI I 0 , Ir rill - -H- II FUEL SOUTH ELEVATION TY CANOPY ELEVATION KEY NOTES KEr NOTE 10 13 Is CONCRETE WAINSCOT BASE UP TO BV ABOVE FINISH GRADE PROVIDE SLOPED BEVELED TOP FOR DRAINAGE COLOR-1; BENJAMN MOORE NSLB'GMOOYLE' PRE -FINISHED METAL TRIM W FLAT FRAMED HORQONTAL FRAMNO. SAFEWAY CANOPY SIGNAGE SAFEWAY NATO SIGNAGE W O STEEL GUARD POST. FLIED NRH CONCRETE SEE DETAIL B5D1.1 FIRE EXTINGUISHER AT EACH COLMN POST WITH A RATING OF NOLESS TLNN RA-iNBC. MOUNT NO HIGHER THAN Se AF F.1 PER COLUMN_ CANOPY FOOING FOUNDATION -SEE STRUCTURAL FOR ADDITIONAL INFORMATION 3' 0 CANOPY DOWNSPOUT - SEE STRUCTURAL 1T HSS CANOPY COLUMN -SEE STRUCTURAL FILER CEMENT BOARD SOFFIT. NOT USED CENTER GLB T LARGER THAN PERIMETER GM PROVIDE HARDESOENT PANEL VENTS FOR EACH SPACE Bt1NE:tN JOISTS AT THE RATE OF 1 SF. PER ISO SF_ OF AREA PROVIDE 1 W' GAP BETWEEN WOOD WRAP AND CONCRETE BEVELED CAP FCR DRAINAGE RA SISORFTTS NDIES: ALL FIBER -CEMENT PLANKS ANDRFACE TARE PRODUCES FROM THE SAME COMPONENTS AND DIFFER IN SURFACE TREATMENTS AND BOARD COHFIGUHTDNS. THEY ARE IOENDPEO AS .RDIPLANKS 0RDI FLEX, NARDI PANELS LSH HARSOFFIT. AND HARONGLE SUS-PEUBFLOOR PANELS ARE IDENTIFIED • VPRESSED SKEET. THE PLANKS, PANELS. AND SHINGLES ARE MANUFACTURES ENTRE RATS.. PROCESS AND CURED BY HIGH-PRESSURE STEAM AUTOCLAVING. ALL PRODUCTS ARE CUT AND SHAPE ON -SITE BY THE SCORE -AND -SNAP METHOD USING A TOOL AVAILABLE FROM THE WWI.FACTURER A RANO GLBLLOTTNE OR HANDSAW LI—nun GA CARBIDE BLADE THE FIBER CEMENT PRODUCTS NAVE A FLAMESPREAD IMDEX OF'P AND A ...DEVELOPED INDEX OF'S WHEN TESTED IN ACCORDANCE NtT11 ASTM EA. THE PRODUCTS ARE CLASSIFIED AS'NORCOMB.T., wHEN TESTED IN ACCORDANCE ANN ASTN E. ITNSS CANOPY COLUMN PER STRUCTURAL CANOPY DOWNSPOUT 3CANOPY COLUMN (TYP. OF 6) 1VTR 1.a GALVANIZED SHEET ETAL HUSHING CANOPY ROOF WITH TPO GAL...ED SHEET METAL FLASHING TPO ROOF SYSTEM MECHANK_'ALLY ATTACHED TO METAL NCR GLASS -MAT ROOF BOARD SCREWED TO METAL DECK I• RIGID INSULATION METAL DECKING PER STRUCTURAL JO'ST FRAMING PER STRUCTURAL MOM. STEEL HAT CHANNELS PER STRUCURAL ON COMBUA sLE HAiDPANHS AND HARDSOFER ATTACHED TO T NCM. SRN. HAT CHANNELS PER STRUCTURAL ] COATS OF SPRAY AFPIEp ELASTOMERIC RC. COMING N. CLOSED CELL SPRAY APPLIED POLYURETHANE FOAM At CECNG PER STRJCURAL RAKING PER STRUM.L T NONE STEEL HAT CHANNELS PER STRUCTURAL N COMBUSTIBLE HARDIPANELS AND HARDISORIT ACTED TO THY.M. STEEL HAT CHANNELS PER STRUCTURAL ALT. CANOPY ROOF WITH SPRAY FOAM Tr, INT ]5 STEE MD FRAMING 4 IT HSS CANOPY COLUMN. PER STRUCTURAL FORMED CONCRETE FLNSH OVER 1? CEMENT BACKER BOARD A. ANA CLEO 'O D.5 STEEL STUBS W. 12C, STMNL. META L SCRIPS. 6 CANOPY COLUMN (TYP. OF 6) 1 lrs•=r-0' LIyJ ra [� PC T PM DESIGN Architectural Solutions Group ) PROJECT INFORMATION: Z L0 LQL V/ CO Z 0 L W W a REVISION MOM S 1E15 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: PTW1600k.0 9.22.16 CANOPY ELEVATIONS DRAWING NUMBER: CA-2 VICINITY MAP SITE PLAN SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES FIRST FLOOR Sales Area Restrooms Storage Coolers Future Quick Serve Office Cashier SECOND FLOOR Office Storage Balcony COFFE KIOSK FUEL CANOPY SQUARE FOOTAGE Building Use Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Convenient Store Building Use Convenient Store Convenient Store Convenient Store a 23 G _ Noe ® MI \J G CANOPY Occupancy M S-2 M M B M Classification VB VB VB VB VB VB VB FIRST FLOOR TOTAL Occupancy B S-2 B Classification VB VB VB SECOND FLOOR TOTAL TOTAL V8 Square Footage 3715 558 494 1763 154 160 246 7090 Square Footage IN7EFISTA SiOFF RAMP 753 1697 481 2931 10021 200 5230 SITE DATA ADDRESSLOCATION I MUNICIPALITY: PROJECT SITE AREA TOTAL SITE AREA, LANDSCAPE CALCULATIONS: TOTAL BUILDING AREA: EXISTING ZONING: PARKING: 1. PARKING REQUIRED 13310 INTERURBAN AVE S TUKWILA, WA 913168 APN:000300-0113 APN:000300-0045 CITY OF TUKWILA LOT A • 36,612 SF (.84 ACRES) LOT 6- 35,575 SF (.82 ACRES) APN (LEASED) - 3,627 SF (.O8 ACRES) '75,814 SF (1.74 ACRES) SEE LANDSCAPE DRAWINGS 10,021 SE cu 2.5 STALLS PER 1,000 SQUARE FEET 10,021 SF 11000.2.5 = 25.06 26 STALLS REQUIRED - PARKING PROVIDED: 28 STALLS ' ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VEWER 48TH AVE S O...TNT.; 000TNGMOWi6EMSION. LOG1Nl10FXEWBICY0E PACK SEED-TAL750101, O NEWPARISG LOT LIGHT POLE..I1PANDFOOTNG.IYPICALF£;6N POLE TO BEt•SOOARE STEEL POLE. It 1000WITI1 MItEFEl511. SEE OETAA650101 AIp EIFCIRICALOMWINGS FOR LAMP W0070L JRERAND WAR NYORLNTI0R. O EMPLOYEE DESIGNATED PAWING AREA OS EASING CCNNERCML1RUat FUELM6DI5PEN5ER5ATA GNOR' O I0%Yr WA0001ONE MI F 1HICIMNRE REFLECTNEPA0R05AL143TRP01G. O NEW CONCRETE SEEwAIILNRI TON.AI:N EMT. ALAWCEM£pEWALK SLOPE AS NECESSARY TO MEET ADA STAMMOOAA0 RECUREAENTS. SEE Mil DRAWINGS. OE NEW PUBLIC ACCE55wMANMY AND PATH OF TRAVEL fRGM ADJACEM,PIpLM. SEEWALA MGM OF VW, OS NEWLANOSCAPE PUNIER SEE WIOSCAPEUMWNG. OD NEW'FHTRANCE ON Y-NOE 'DRECTIXNLM GE. tOi REWREDNNININ10uX05GPE 01Fml. 12 NEW AG ACCESSIBLE RAID NOH TRUNCATED DOI.ES.SEE WWI. 10.50101. O IEw 100, A5Z FUEL CANOPY SEE CANOPY DETAILS ON SHEET CAI. O EASING TRA£HENCLOSURE TORE MO ACCE£SEDBYTIE CONVENIENCE STORE OM COFFEE MOM IS LNFOPSEATTLECOYU..MUTILi1T FASEMEM. O EMERGENCY SMR-00F SWITCH. SEE EYTEAOREIEVAT0M5 MO NEL SITEPLW F51.1. t] NEwc PROTECTIVE MUM BOLLARD. TV. OF 6. SEE OETML&SD101. NOB NEW C PROTECTIVE 01.0 MAIM WITH ACCE551BLT'Ai ACCESSIBLE PMIING STILL SEE 0 0AL150101. 0 1CAILIN UV NEU WS NMI LOCAOGI Or NEW 1f. MERCHANDISER O LOCATION OF NOVICE MERCIMNOMER O NRYI.U'-r ORNEwAY any. SEE Oa PUWNG9. O NEWl1'd ORNEWAY ENTRY. SEE UM ORAVINGS. ON NEW UM. GROOM) STOPM:E TAWS.SEE 0ANNNFORAWTII:N ON FUEL SHEETS. 0 NEW AR mar ON TPP B 1,100S1E Pn0WEN GUARD POSTS. SEE OVALS O48ION SHEET S0101. ONEWBGL000000 FIXTURE. SEE ELECTRICALCAAWN53 FOR MANUFACTURER MO MCOEL MASERS TYPICAL OF 6 LOCATRNS. 0 7.5 15 SCALE: 30 60 90 PM DESIGN Architectural Solutions Group Seal 0 1 rc PLANNING DEPT. SUBMITTAL BUILDING PERMIT SUBMITTAL ID m 0 z 05 Qo ~ wc0 � W f�• a mg O�3 cc wo 2 a_ Project Number PTW 16001.0 Sheet Name SITE PLAN Sheet Number SP101 VICINITY MAP SQUARE FOOTAGE CALCULATIONS SITE INFORMATION KEYNOTES • • SQUARE FOOTAGE FIRST FLOOR Sales Area Restrooms Building Use Convenient Store Convenient Store Occupancy M Classification VB VB Square Footage 3715 558 Storage Convenient Store S-2 VB 494 Coolers Convenient Store M VB 1763 Future Quick Serve Convenient Store M VB 154 Office Convenient Store B VB 160 Cashier Convenient Store M VB 246 FIRST FLOOR TOTAL 7090 SECOND FLOOR Office Building Use Convenient Store Occupancy B Classification VB Square Footage 753 Storage Convenient Store S-2 VB 1697 Balcony Convenient Store VB SECOND FLOOR TOTAL 481 2931 TOTAL 10021 COFFE KIOSK B VB 200 FUEL CANOPY 5230 SITE DATA ADDRESS/LOCATION: 13310 INTERURBAN AYE S TUKWILA, WA 98168 APR 0003600113 APN:0003000045 MUNICIPALITY: CRY OF TUKWILA PROJECT SITE AREA LOT A- 36,812 SF (84 ACRES) LOT B - 35,575 SF (.82 ACRES) APN (I FA.SFD) -3,627 SF (NACRES) TOTAL SITE AREA: •75,814 SF (1.74 ACRES) LANDSCAPE CALCULATIONS: SEE LANDSCAPE DRAWINGS TOTAL BUILDING AREA: 10,021 SF EXISTING ZONING: CLI PARKING: 1. PARKING REQUIRED: 25 STALLS PER 1,000 SQUARE FEET 10,021 96/1000.2.5=25.06 26 STALLS REQUIRED - PARKING PROVIDED: 28 STALLS • ACTUAL AREA SHOWN IS 1.74 ACRES PER COUNTY PARCEL VIEWER O teem W OF ammoMJwIMENT SIGN. • LOCATNIN OF NEW 9oVOERMA SEE MINN NU3101. O NEWPARKBIG LOT LIGHT ?OLE. LPW MD FOOTWG. TWIG, Or 16 10r TONEA'SWARE STEEL POLE, It MGXWI1H 9%fE MASH. SEE OETNL fiM010: AND ELECTRIGI. gUP1WGG FOR WA' 1.40FACTURER AND MOOR INFORMATION. O EMPLOYEE DESIGNATED PA9(INGAREA SO E1WrING COMMERCIAL TRUCKFUELNG INSFENSERS AND CANOPY © INXSOLOANING ZONE em4- lgt'MIDE 9ERELTwE NWT OIAGONN. STRRNG O NEW COMaLETE SIOEWALI(OMFlLLIOTMTCH EXIsnNG ADMCEMff$c€W'MK. SLaPE AS NECESSMY 10 MFET AOA Srfl RpS AND REINWENEN'TS. SEE WI ORANINGS. O NEW Mar. ACCESS RUNWAY MP PATH OF TRAVEL MOM AWAL£HTPUEUC MENA. NIGHT OF WAY. O NEWLOOSGPE PLANTER SEEIMOSGPE DRAWINGS.. 0 NEWMANN. OM, to Ear DOIEO1IOMNL.SOW. ® REDNREOMNNUM 15'LANDSCAPE OUR O NEWAWACC65eLERAMP WNHTRUNGTED DOMES. SEE NETAL 1050101. 13 NEW 1Le.%X SY EEL GNtF. SEE CANOPY DUALS UN SWUM. O EXISTINGr4ASN ENCLOSER TO REW9i MO ACCESSEDOY TIE CONVENIENCE STORE AHD COME KIOSK. • LPE Of SEATTLE arcuQ4T UM EASEMENr. • EMERFENOI SMUT.O fSWLFCN, NEE EX1ER10R ELEVATIONS AMo 1J8 NNEP1ANF51.:. ® MEW6'PPOTICTNE GUARp BOUARO,TYP. Cf A 5EEoETALDSOr01. JOB HEW CPR0TECINE GUAPDBWARO WIIHACCESSeIIf1Y SI. .s AT AGCE55e1EPARNOLSTALL. SEE DEFAL IF.O10f. OOP LOGIONOFREO BOXUMr. O LOGloNOFe WCE MERGMR®SEP. O LOGTOHOFNEWLEAIERCtW1rASER. O NEW3N-Z DRIVEWAY ENTRY.SEECMt CRAWRLs. • env aPORWE'IAYENTRY, SEE CIA murexes. O NEW LWDERmwNDar0.UCEt AaLs. sEE ruac RRDRrwrpNGN FLELSNEErs. 25 NEW AIR UNN Rl S'XO%<'COHCREYE pAo WRHGUI.RO pos1ssEEUETARS S,AB 20N SHEETSG101. ® NEW BMLMO(I6Hr FOOUPE. sEE E4ECTMGI IXUWNG9 FORM IW.$48EURq PMI NCOELNUMBERs,TYPICAL OF LOCATIONS. 48TH AVE S INTERSTATE 5 (SOUTH BOUND) SITE PLAN =SOY L / 1- #5''..c. 0 15 30 60 90 120 PM DESIGN Architectural Solutions Group Seal 0 O n m m 0 c0 5 Project Number PTW 16001.0 Sheet Name SITE PLAN Sheet Number SP101A SCALE: crraforma\l—Projects\16018—PETERSON-76\16018—CMLdwg modified by Pedro al LEGEND EXIS11NG INTERURBAN AVENUE SOUTH PROPOSED S41'45'43'W " 50.00" PROPERTY UNE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY. WA GOVERNING AGENCIES 48TH AVENUE SOUTH ? GRADING. DRAINAGE ROAD. WATER. SEWER CITY OF RMWILA 6300 SOIJTHCENTER BOULEVARD #100 TUKWILA. WA 98188 CONTACT: DAVID MCPIERSON PHONE: (206) 431-2448 PER PUGET SOUND ENERGY PHONE: (888) 321-7779 PROJECT DATA ZONING: COMMERCIAL LIGHT INDUSTRIAL EX. PROPERTY AREA= 30,871 SF (0.71 AC) NEW PROPERTY AREA= 35,575 SF (0.82 AC) DISTURBED AREA= 38,008 Si (0.87 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 310 BCY SIJBGRADE CUT = 1713 BCY SUBGRADE FILL = 401 BCY • FOR PERMIT USE ONLY EX. ON511E IMPERVIOUS AREA= 22,990 SF PROP. 0NS1E IMPERVIOUS AREA= 29650 SF NET CHANGE ON0TE IMPERVIOUS AREA= +6660 SF FI OOOPLAIN SITE IS NOT 11THN THE FEMA FLOODPLAIN PER FDA FIRM /53033C09571 NEAREST ROOD LEVEL IS ELEVATION 14.2 (NGV029). CONVERSION TO NAND 88: ELEV'(NAV088)= ELEV(NGV029 + 3.23 FEET). PROPERTY INFO PARCEL NO 000300-0113 LEGAL DESCRIPDON LOT B AS RECORDED UNDER B1A N0. L14-005, KING COUNTY REC. #20140821900001. BASIS OF BEARING SOUTH 8835'57- EAST, AS MEASURED BETWEEN 9450 HORIZONTAL CONTROL PORWTS 93H-902 AND 93H-901 (NAD 83/91) VERTICAL DATUM KS VERTICAL CONTROL POINT N0 93V-513, BONG THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF S. 144111 ST., 51ST AVE. S. AND MACADAM RD. S. ELEV. = 160.18 US FEE1 (NAND 88) I✓ 1 inch = 20 ft. NOT A(RIELMEN" IA I PLAU FOR US cc CTTY OF SEATTLE PRKKEPIY -04 SITE DEIE,OPI/f4t CITY OF SEATTLE.PARCEL 0003030032 v N 95± NEM CARO d GLITTER COFFEE KIOSK FF=2130 J 35. S41'45'13"W 2C0.00' 25; NEW *11Y. 74' : NEN aAm & GETIER i, V YINCcAEW _ Z tiG pNVPr>G L5C 4, ?F` INTERSTATE 5 OFF -RAMP LSC LSC to BUAJING ROOF UNE S52.46'44(, 249. 63' NEW CONVENIENCE STORE 1 FF..21.10 M, EX LARGE P910N SCAN TO REMAIN fi I "V '9 iFA) NO R LINE 1 II 1 I II 1 REMOVE EX SUB & BOLLARDS 20 PARCEL 0003000045 S 52"_46.44 W VICINITY MAP 1 seed F: N.T.S. PROJECT TEAM OM ENGNEER TERRAFCRMA DESIGN GROUP. INC. 5027 51ST AVENUE 5W, SEATTLE, WA 98136 CONTACT: PEDRO DECIUZMAN, PE PHONE: (206) 923-0590 ELIAL pedroOterreformodesigrgoup.com OWNER / DE`'LCPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL steveOuninc.com ARCHITECT PM DESIGN GROUP, NC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL dwa0oceOpmdginc.com S41.45'4.3"W 1399.73' (MEAS.) N 41'45'43"E 2 3.10' C 70 EX. COMMERCIAL FUEL STATION EX UNCOVERED TRASH ENCLOSURE. WILL BE USED BY THE C-STORE AND THE COFFEE 910P. RECONSTRUCT SLAB AS NECESSARY TO ORAN I \\ 10 CATCH BASIN. 268,65 INL ENGINEERING At LANDSCAPE ARCHITECTURE PROJECT INFORMATION: z 0 co cn 0 co Ii 1- a Uri Q CO 2 3.0 COC CO0)CO �w W il 1— PMDG PROJECT #: REVISIONS: HPro •0103,r,ITSw DATE LOA 4s0 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 PAVING PLAN DRAWING NUMBER: CIA NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA —U 1LEw9 Da cJan29.2018 09:02 AM i LEGEND EXISTING PROPOSED --- ---- PROPERTY UNE - R.O.W. CENTERUNE EASEMENT - I CONCRETE -100- GRADING CONTOUR 90.00 SPOT ELEVATION _.._.. _.._ SWALE GRADE BREAK 11 WATER MAIN -- = s'-- SEWER MAIN - _ 1 0 STORM DRAIN L7 FIRE HYDRANT B3 WATER METER DG GATE VALVE O SEWER MANHOLE ❑ ■ STORM CB Q ) STORM MANHOLE ELECTRICAL UNE *-- TELEPHONE UNE - - - p - - GAS LINE POWER VAULT INTERURBAN AVENUE SOUTH 541�543A 150.00' 20 '.X SSNF (NETRO)- RINI- 21. '2 IE. 7.22 (18'E, il.SW) C-J 140TE: AGREENENT IN PLACE FOR USE OF 019 OF SEATTLE PROPERT7 FOR SITE DEVELCPMENT II.CITY CE1 OF SEATT L 00030000 PAHCCL D .;7 LX. 9SM I (N'"R0) -./ RIM. 22.17 \.\ If= -138 (.I6"0W.9f) COFFEE KIOSK FF. 21.50 21.35 OVERFLOW EL (0) - OVERFLOW BEEHIVE (,RATE TOP OF SURFACE) 8ORETENTION SOIL MIX PER NOTES THIS SHEET 0' STORAGE DEPTH 6' 01A. "UNDER -DRAIN PIPE" PER NOTES THIS SHEET 'UNDERDRAIN AGGREGATE FILTER & BEDDING LAYER' PER NOTES THIS SHEET BID -RETENTION SWALE TOP OF WALL (TWO 9-EX. SSMII, RIM- 19.91 ( IE= 791 (12'VE) IE= 7.21 (18"77) SCALE: N.T.S. BIORETENIION 61 TOP OF WA11= 20.50 SURFACE DIM- 6'630' SURFACE EL- 1&10 IE(W1). 15.60 48TH AVENUE SOUTH i41'45'43"W 70000' i ---- LX12 3 ---- , 19.298, 20. CATCH BASINS W1NN FUEUN0 AREA'ORAN.T0 SANITARY.SEAFR SYS 493 .20 • .ate,., , �m. 4®:o- •�21.00. 20.10- `20.60 INTERSTATE 5 OFF -RAMP 6' DIA. UNDFRDRAIN RISER / CLEANOUT WITH CAP. TOP CF RISER AT OVERFLOW ELEVATION. 2' DEPTH, ORGANIC. DECOMPOSED COMPOST CEMENT CONCRETE WALL PERFORATED 4. PVC. SDR35 FOOTING DRAIN. 9JRR011t0 WITH 3/4' WASHED ROCK OR PEA GRAVEL (6' MN. THICK). OUTLET TO CATCH RASN. PLANTINGS PER LANDSCAPE SHEETS BIOREfENTION 62 TOP OF WALL= 20.00 SURFACE DIM- 7'06' SURFACE EL. 17.60 E(WT)= 15.10 EX. CB, RIM= 19.62 IF.. 1511/ (12'SW) IE= 15.02 (12'NE) SOMA R11.19.41 1C 2070 PV=2010 10420.95 PV=20.45 IC.20.95 PV.20.45 TC=21.10 PV=20.60 AREA DRAM 552'46'44"W 24 9.63, =4 OVERHEAD Doan W/ NfH UFT NEW CONVENIENCE STORE PF= 21.10 03NC. WALL & LANDING 21,10� -EX. CB, RIM= 18.99 IE= 14.44(EX 12 NW; 1E 1 . 4 3 X 12 SW) IE= 14.39 /EX 12 5E) 1E _ 14.51 (EX 15 NE) f/ IE 9.02 ;12 NO2) IE= 8.91 ;12124) 2C TN\ PARCEL0503)0004` / iv 541'45 43'W 1399.73' (MEAS.) N47'45'43"E Z'E3.70' EX. COMMERCIAL FUEL STATION i2'4f;-44""W 268.F.5'"' (./7 00fr fj PROJECT INFORMATION: 0 a uu) W Vl y N co ` w Oa co Z 0 m a0 W 3 M Y 0 PTW16001.0 PMDC PROJECT #: a19�,.w REVISIONS: 9191AIM IUWR RR CM COMM anlf DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 GRADING & DRAINAGE PLAN DRAWING NUMBER: C 1.2 -Terroforow\1-Projects \16018-PEtER80N-76\16018-CML.dwg modified by Pedro of 'FBe: 16018-CMldfg Dole:Jen29,2018 0402 AM LEGEND EXISTING PROPOSED — — — — ---- PROPERTY LINE — R.O.W. CENTERLINE -- — — — — EASEMENT 10C GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK — — — — 8 W WATER MAIN — _ SEWER MAIN — R — STORM DRAIN L7 ' FIRE HYDRANT 8T 0 WATER METER pd N GATE VALVE 0 • SEWER MANHOLE 0 STORM CB ® STORM MANHOLE — E — ELECTRICAL LINE T — TELEPHONE LINE — G — GAS UNE EF POWER VAULT • UTILITY POLE Q --# STREET LIGHT BOLLARD PARKING LIGHT 38 INTERURBAN AVENUE SOUTH 541'45'4.3"W 150.00' 4O1E- A02LC4EN1 IN 8LACL FOR USE OF CIT1' W SEATLE PROPERTY FOR VI- DEVEOPMCNT I CITY OF SEATTLE `\PARCEL# 0003000032 EA- SSMH (METRO) - • RIM= 2217 ,\ IE= -4 38 (3o'NW,SF) LX. SSMi R144- 21. IE 7.22 (Ut. IY.U) (18'F SESW) COFFEE KIOSK FF= 21.50 f%. SSMH, RIM= 19.91 / IF-r r.91 (12'14L) / K i.36 (18"NW) I IL 7.31 18'S1') NEW 3/4' WATER NETER NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA 48TH AVENUE SOUTH 7, r 541'4-5'43"W 200.00' NEW FIRE s EKI2'SH19RANT Rot INTERSTATE 5 OFF -RAMP EX. CB, RIM= 19.62 IL= 15.07 (12'5W) IE- 15,02 (12"NE) 352.46'44 w 249.53 1.5' WATER 11E1ER & RPOA rEX. CB, RN. 18.99 IL. 14.44 (EX :2'NW) IE- 14.43 (EX. 12'SW) IE= 1439 (EX- 12'SE) 1E= 14.51 (EX. 15"NL) OCAIE PARKING LIRIT ELOCATE PARIR1G LIGHT it TANK VENT RISERS ONTO BLDG L8. 55101, RIM- 1886 // 1,'_ 9.02 (12'NE) E 2 12"5 4) - •___ - - -_� ..f N41'45'43"I 2b3.70' o 10 1 inch - 20 1L 541'45'43"W 1599.73' (M AS.) PARCFI fV 0103 ET. SSOA 1E= 15.0E POTHOLE TO CONFIRM ELEV. EX OIL/WATER \ SENRAT01 4, i EX. COMMERCIAL FUEL STATION PROPOSED 250 GAL - GREASE INTERCEPTOR FOR TRASH ENCLOSURE RIM- 19.95 IE- 17.50 EX UNCOVERED TRASH ENCLOSURE TO BE USED BY C-STORE AND COFFEE SHOP. RECONSTRUCT SLAB TO DRAIN TO NEW CB. 2 q` 2c l\�� 48 z O H I-/� C) W V/ Z 0 1- a 110 4400 vi PMDG PROJECT #: BYREVISIONS: PE0IMED UR 11010 M. nAlr (MO MA OW 011110R3 1.80 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY. WA INTERURBAN AVENUE SOUTH t'Q 48TH AVENUE SOUTH INTERURBAN AVENUE SOUTH E_ 15' REOD TY.1 REOUIRED0OTALLANDSCAPEAREA 15' REDD TY.1 = 176 SF 3 ♦ ( 15' RECD 05.1 I INTERURBAN AVE: 15' FRONT YD= 1365 SF 48TH AVENUE: 15' FRONT YD= 3090 SF EAST P/L: 6' SIDE YD= PROV'D BY EX. COMMERCIAL EAST PIL SOUTH P/L (65): 6' SIDE YD= 1834 SF PARKING LOT LSC = 23 STALLS FRONT PKG * 15SF/STALL + 5 STALL REAR PKG * 10 SF/STALL = 395 SF TOTAL REQD LANDSCAPE AREA= 6684 SF TOTAL PRVD LANDSCAPE AREA= 7583 SF Note: To mitigate for areas without the required landscape buffer width, landscape clustering is proposed with larger planter areas in the interior parking area in order to exceed the required square footage (as alowed by TMC 18.52.100, up to 50% of the required perimeter area). sr 1. 479 SF 1 RE0'08UFFER ARE EXCLUDED Al' ACCESS POINTS 0 0 0 I1]" B =®I 1834 SF INTERSTATE-5 _ i 8 v 3B75F ' 1048 SF � l5' RECTO CONVENIENCE STORE Ea PRAM 010 JO Mow REDD TY2 REQUIRED LANDSCAPE AREAS 1" = 30' r�. NY REDD PLANTER I PROVIDED ALONG ICOMMERCWL FUEL EAST PI PLANT SCHEDULE TREES slue.. MwmY Ma (r.l) SPA. (.A0) YZITS GROUNDCOVER s1Ewu SHRUBS AUTMiI .0 mIN can' 0000 ROL 0mur , M. 10OULMA ASfANOMMPI 'ME 0Aawu MACFA' M.MAR YEW SC011111C .0 GRASS POIabN. RTE W N1111.09. Laams Ga»a a¢wl MPE .001111 wAMMORTS GERLIMER —A 14111. FENWN4E D.ER LEAF RISK MAIM SAME 240 200 b I MUM 1 1 GALLON AS WOW A5 MOM svnnc flux) m wwY GIMEMY. KRGAOMwA, GROMEGOMM . PUMPED N TREE RUMMY 92E (*.) M. Fm20K , 9E TRU woac . Nov swm+ rcr. s' LLIMING FARM SWGE ,PUNK MN. LOW .(011 NOM1 31 FULL SIR. Y LAM. I01ES MST.. PER 41110. REGOM.M.S. NO LET SWIF Cw.w. MILER MA11 SPA. (.All NOTES 0 O O • WMwS Men War 102.0 ADRr NALO wNEGAIED MO GAD 00411000 Y. ORE. GMPE .¢GWMJs SN.IY SA. COW. MO M.. MIMI. Mr SREAG MU SHAM ..LY sum, NlmDooaLa va x.Prc PIPES MU. APoem RMum'A 00.10D. a00,Em Y MEN w9 M DAMDAMMS SARNO a113,01110, 1.Er wARW 3 GMLM AS SRO. FULL 11ARMIC II 1 coon As soli NIL w1G.14 a I GALL. AS sow) F. LIATG.Ic 10 300.LM AS Mawr FULL RAM. 42 2 GALLON AS 9431111 FULLMER-STEM 2 CMLM AS SR. NLLMA11-3101 21 2 GALL. AS WWI MAL.MM-St& 33 2 GALL. AS SHIN FULL .11 BMW. .0 3 MUMAS MOWN FULL M1 . NOM - 911105 10 PE 1r TALL. IMMO.I, WE.... 00 19 MEET MOU Ndr. PROJECT TEAM LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: akemi®lerrafamadesigngrauo.com OWNER / DEVELOPER SIEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL: ste.eOorsinc.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE (425) 405-7746 EMAIL: dwallace®pmdginc.com GOVERNING AGENCIES PLANNING,, CITY OF 1UKWILA 6300 SWTHCENTER BOULEVARD #100 TUKWILA, WA 98188 CONTACT: MAX BAKER PHONE: (206) 431-3670 48TH AVENUE SOUTH -54)'45'43"W 150.00' NOTE: AGREEMENT IN PLACE FOR USE OF MY OF SEATTLE PROPERTY FOR STE DEVELOPMENT CITY OF SEATTLE PARCELi 0003000032 15' MIN. TYPE LANDSCAPE UtTTER X 4 81ORETEN00N WITH WALL (LESS THAN 30 DOES NOT REQUIRE FENCING) REFER TO CML DRAWINGS FOR B0RETENRON DUALS TO INCLUDE BUT NOT UNITED TO ELEVATIONS. DRAINAGE, SOILS, WALL COFFEE KIOSK 0 S41'45'43'W 200.00' 125' -' TY. I LANDSCAPE BUFFER AVERAGE(15' REOURIED S.61tO O O10 rO 1 )�:° A� w�4,` M�4 IAQOO 3fri09y�, /1 1169 SF frRl_ IG • INTERSTATE 5 428 SF 10 111 NORETENTION W/ WALL 46'44 1 Inch - 20 ft. 49.6 12.5' - TY. 1 876 SF LANDSCAPE BUFFER A3RAGE (15' REQUIRED) CONVENIENCE STORE 734 SF Ex PMLON SIGN TO RENA4 S41 45'43"W 1399.73' (MEAS.) 48TH irk `yr!i 39 EXISTING PUNTER REUSE EXISTING PLANT MATERIAL AT SOUTHERN FENCE LINE OF �1 FE,FEASIIRE n I1 12BsF W z Io LANDSCAPING T01 BE REMOVED: REUSE PUNT 1 MATERIAL IF I FEASIBLE 2e SF EXISTING 1 1 LANDSCAPNCiR(QLACE DAMAGED MATERIAL D1UU1�{{ TD Riven I. 1 I 5755F PARCEU# 0003b000451 // PRO D .N41'45'43"E 263.70' ST \G 3IRTY -1/=_OD-D S52'4644.w 268.65'J� LANDSCAPE PLANTING PLAN /C / 7• VMS` Cc. m cn N STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT attni,�WW1 AKEMI RAE SAKAIDA CERTIFICATE N0. 794 EXPIRES 06/16/18 PROJECT INFORMATION: PMDG PROJECT A: REVISIONS: RE00WED IY: DATE ROVED CITY COMM, DATE ISSUED: DESIGNED 8Y: DRAWN 8Y: CHECKED BY: 8.2.17 PLANTING PLAN DRAWING NUMBER: L1.1 PETERSONS 76 STATION 0003000113 Associated Files: PL17-0048 This File: E17-0011 SEPA/CHECKLIST City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director DETERMINATION OF NON -SIGNIFICANCE (DNS) File Numbers: E17-0011 Applied: June 6, 2017 Issue Date: February 9, 2018 Applicant: Duncan Wallace, PM Design Group Inc. Lead Agency: City of Tukwila Description of Proposal: Demolish existing fuel station and construct new six island fuel station with new canopy, fuel tanks, and 10,000 sf two story convenience store. Address: 13310 Interurban Ave S, Tukwila, WA 98168 Parcel Numbers: 0003000113, 0003000032, 0003000030 This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Project materials including the application, any staff reports, and other studies related to the permits are available Monday through Friday 8:30 a.m. - 5:00 p.m. for inspection at Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188. The project planner is Max Baker, who may be contacted at (206) 431-3683 for further information. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by February 23, 2018. The lead agency will not act on this proposal for 14 days from the date below. Jack P e, Responsible Official City oiukwila 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 431-3670 g 0961g Date Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) Cc: Duncan Wallace, PM Design Group Inc. Strander Family LLC, Owner State Department of Ecology, SEPA Division King County Assessor E17-0011 DNS 2/8/2018 2 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST Prepared February 7, 2018 File No: E17-0011 I. SUMMARY OF PROPOSED ACTION The current proposal is to demolish an existing fuel station and to construct a new 6 island fuel station with new canopy, fuel tanks and 10,000+ sq. ft. 2 story convenience store at 13310 Interurban Ave S (APN# 0003000113). II. GENERAL INFORMATION Project Name: Peterson's 76 Station Applicant: Duncan Wallace, PM Design Group, Inc. Location: 13310 Interurban Ave S. Zoning: Commercial Light Industrial (CLI) Comprehensive Plan Designation: Commercial Light Industrial (CLI) The following information was considered as part of review of this application. 1. ESA Screening Checklist and SEPA Checklist dated August 16, 2017. 2. Preliminary Technical Information Report, Geotechnical Investigation and Drain Details, prepared by TerraForma Design Group. 3. Site Plan and Design Proposal prepared by PM Design Group, Inc. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Max Baker, Assistant Planner, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, by phone at 206-431-3683. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov III. BACKGROUND/PROPOSAL The proposed project is to demolish an existing fuel station and to construct a new 6 island fuel station with new canopy, fuel tanks and 10,000+ sq. ft. 2 story convenience store at 13310 Interurban Ave S (APN# 0003000113). The entire project site is outside of any shoreline or wetland buffers. The parcel is generally flat and not leveed. The project will receive a SEPA (State Environmental Policy Act) determination. IV. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. SEPA CHECKLIST A. BACKGROUND: 1-4—Concur with checklist. 5—The construction will follow issuance of SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 6-10—Concur with checklist. 11—Project will take place on three parcels in total: APNs 0003000113 & 0003000045 (owned by Strander Family LLC and leased to the applicant) and APN 0003000032 (owned by Seattle City Light and leased to the applicant). 12— Applicant did not provide response. Parcel does not lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a-b—Concur with checklist. c—The site is underlain with soft to very soft silt with variable amounts of sand. Detailed soils information is contained in the Geotechnical Investigation prepared by Stantec Consulting Services. d—Concur with checklist. e—There is approximately 1,713 cubic yards of cut and 410 yards of fill proposed. E17-0011 Staff Report 2/8/2018 2 f-h—Concur with checklist. 2. Air: a-c—Concur with checklist. 3. Water: a(1)—(6)—Concur with checklist. b(1) and (2)—Concur with checklist. c(1)—The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated to drainage will be mitigated as part of the construction permit. c(2)—Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the demolition permit and construction permit. d—Concur with checklist. 4. Plants: a-e—Concur with checklist. 5. Animals: a-b—Concur with checklist. c—This area is part of the Pacific Flyway, a primary corridor for migratory bird species. d-e—Concur with checklist. 6. Energy and Natural Resources: a-c—Concur with checklist. 7. Environmental Health: a —Concur with checklist. a(1)-(5)—Concur with checklist. b(1)—Concur with checklist. b(2)-(3)—The project shall be subject to the City's noise ordinance and any construction related noise shall be subject the city's noise ordinance. Compliance with applicable local, state and federal noise reguiations will mitigate any potential adverse noise impacts, associated with the project. 8. Land and Shoreline Use: a-f—Concur with checklist. g—Commercial/Light Industrial h-m—Concur with checklist. E17-0011 Staff Report 2/8/2018 3 9. Nousiing: a-c—Concur with checklist. 10. Aesthetics: a-b—Concur with checklist. c—The project is subject to design review and is required to comply with the design review criteria. 11. Light and Glare: a-d—Concur with checklist. 12. Recreation: a-c—Concur with checklist. 13. Historic and Cultural Preservation: a-c—Concur with checklist. d—Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a —Concur with checklist. b—Served by Metro Transit. c-25 parking spaces will be provided on parcel 0003000113, and an additional 3 employee parking spaces will be provided on parcel 0003000045. 25 parking spaces currently exist on parcel 0003000113. d-i—Concur with checklist. 15. Public Services: a-b—Concur with checklist. 16. Utilities: a-b—Concur with checklist. VI. PUBLIC COMMENTS Notice was sent to property owners and tenants within 500' of the site and agencies with jurisdiction. No comments were received from the general public regarding the proposed work. E17-0011 Staff Report 2/8/2018 4 Stantec PROPOSED CONVENIENCE STORE & FUEL STATION TUKWILA, WA Geotechnical Investigation fiECEI ED AUG 16 2017 Community Development Prepared for: Mr. Steven Peterson XMR, Inc. 30540 SE 84w Street, Suite 4 Preston, Washington 98050 Prepared by: Stantec Consulting Services 11130 NE 33rd Place, Suite 200 Bellevue, Washington 98004 Tel: (425) 869-9448 Fax: (425) 869-1190 Project No.: 185750173 December 5, 2013 Tukwila, WA Geotechnical Investigation Section 1: Introduction Table of Contents 1 Introduction 1 2 Project Description 1 3 Site Description 1 4 Geotechnical Subsurface Investigation 2 4.1 Site Investigation Program 2 5 Soil and Groundwater Conditions 2 5.1 Area Geology 2 5.2 Soil Conditions 3 6 Geological Hazards 4 6.1 Erosion Hazard 4 6.2 Seismic Hazard 4 7 Discussion 6 7.1 General 6 8 Recommendations 7 8.1 Site Preparation 7 8.2 Temporary Excavations 7 8.3 Erosion and Sediment Control 8 8.4 Foundation Design 8 8.5 Slab -on -Grade 14 8.6 Utilities 14 8.7 Groundwater Influence on Construction 15 8.8 Pavement Design 15 9 Construction Field Reviews 17 10 Closure 17 List of Appendices Appendix A Statement of General Conditions Appendix B Site Maps Appendix C Borehole Log Records December 5, 2013 Stantec Project No, 185750173 1 Tukwila, WA Geotechnical Investigation Section 1: Introduction 1 INTRODUCTION In accordance with your authorization, Stantec has completed a geotechnical investigation for the proposed convenience store and fuel station located at 13310 Interurban Avenue South in Tukwila, Washington (Figure 1). The purpose of the geotechnical investigation was to identify subsurface conditions and to provide geotechnical recommendations for design and construction of the proposed structure and fuel island canopies. The scope of work for the geotechnical investigation consisted of a site investigation followed by engineering analyses to prepare this report. Recommendations presented herein pertain to various geotechnical aspects of the proposed development, including foundation design and pavement recommendations. 2 PROJECT DESCRIPTION The currently proposed development includes a single storey commercial building and associated asphalt paved parking areas and landscaped regions. Two fuel islands with canopies will be constructed north and south of the new building. We anticipate that the structure will be of masonry construction and supported on continuous perimeter footings and that the proposed canopies will be supported by pole -type foundations. We anticipate that foundation loads will be generally Tight and that site grading will include cuts and fills on the order of 3 feet or less for general site development and excavations up to 14 feet below grade for removal of existing underground storage tanks (USTs) and placement of new USTs near the two fuel islands. 3 SITE DESCRIPTION The site is located at 13310 Interurban Avenue South and includes the connecting property located at 13100 48th Avenue South in Tukwila, Washington. The general location of the site is shown on Figure 1 (Vicinity Map). The site extends generally northeast to southwest along the southeast side of 48th Avenue South. For the purposes of this report, northeast will be referred to as project north. The site consists of two irregularly shaped parcels (0003000113 and 0003000045) with a combined area of 72,500 square feet. The south parcel is currently developed as a fuel station with convenience store. The north parcel is currently developed with a commercial building (former restaurant). Both properties have asphalt pavement access drives and parking Tots. Small landscaped regions within the site are vegetated with grasses, blackberry vines, and sparse deciduous and evergreen trees. The site is generally level; however, an easement between the two parcels slopes gently to the north at magnitudes of Tess than 30 percent with a topographic relief of approximately 4 feet. The east margins of both properties slope gently to the east and into a ditch/swale located between the site and an off ramp from 1-5. December 5, 2013 Stantec Project No. 185750173 Tukwila, WA Geotechnical Investigation Section 4: Geotechnical Subsurface Investigation The site is bordered to the north by a hotel, to the west by 48th Avenue South and commercial developments, to the south by Interurban Avenue South, and to the east by 1-5. 4 GEOTECHNICAL SUBSURFACE INVESTIGATION 4.1 Site Investigation Program The geotechnical field investigation program was completed on November 19, 2013 and included drilling and sampling two hollow stem auger borings drilled by Davies Drilling, a Stantec subcontractor, using a track mounted drill rig. The borings were located strategically to provide a soil profile of the entire site. Two additional hand borings were advanced to confirm the soil conditions of the other two borings and a previous boring by Converse Consultants. The soils encountered were logged in the field during the exploration and are described in accordance with the Unified Soil Classification System (USCS). Disturbed soil samples were obtained by using the Standard Penetration Test (SPT) as described in ASTM D-1586. The Standard Penetration Test and sampling method consists of driving a standard 2-inch outside - diameter, split barrel sampler into the subsoil with a 140-pound hammer free falling a vertical distance of 30 inches. The summation of hammer -blows required to drive the sampler the final 12- inches of an 18-inch sample interval is defined as the Standard Penetration Resistance, or N-value. The blow count is presented graphically on the boring logs in this appendix. The resistance, or "N" value, provides a measure of the relative density of granular soils or of the relative consistency of cohesive soils. —A Stantec field representative directed the drilling program, collected -disturbed -soil samples -from — split spoon sampler tubes, classified the encountered soils, kept a detailed log of each auger hole, and observed and recorded pertinent site features. The results of the drilling and sampling are presented on the boring logs enclosed in Appendix C. The results of select laboratory testing can also be found in this appendix. 5 SOIL AND GROUNDWATER CONDITIONS 5.1 Area Geology The site lies within the Puget Lowland. The lowland is part of a regional north -south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia, Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advances/retreats. The Puget Lowland is bounded to the west by the Olympic Mountains and to the east by the Cascade Range. The lowland is filled with glacial and nonglacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. December 5, 2013 Stantec Project No. 185750173 2 Geotechnical Investigation Section 5: Soil and Groundwater Conditions The Geologic Map of the Des Moines Quadrangle, indicates that the site is underlain by Alluvium. Alluvium in the Puget Lowland generally consists of varying mixtures of silt, sand, clay, gravel, and organic debris deposited in fluvial environments within the last several thousand years. Alluvium deposited by the Duwamish River is variable in composition and density, and typically consists of soft to stiff silt with areas of peat overlying loose to dense fine grained volcanic derived sand. In this area, the alluvium is underlain at variable depths by bedrock. Bedrock in this area includes sandstone, siltstone, and shale with local seams of coal. 5.2 Soil Conditions Details of the encountered soil conditions are presented on the boring logs in Appendix C. The detailed soil description on these logs should be referred to in preference to the generalized description provided below. Boring B-1 The soils encountered in Boring B-1 included approximately 6 inches of grass and topsoil underlain by approximately 5 feet of very soft to soft silt with variable amounts of sand (Alluvium). This layer was underlain by approximately 10 feet of very soft to soft silt with areas/interbeds of peat (Alluvium). This layer was underlain by medium dense to dense, fine to medium grained sand with variable amounts of silt (Alluvium), which continued to the termination depth of the boring. Boring B-2 The soils encountered in Boring B-2 included approximately 6 inches of grass and topsoil underlain by approximately 2.5 feet of loose, silty -fine to medium grained sand with variable amounts of gravel (Fill). This layer was underlain by approximately 7.5 feet of very soft to soft silt with areas/interbeds -of peat (Alluvium). This layer was underlain by approximately 5-feet of soft silt with -variable -amounts -- of sand (Alluvium). This layer was underlain by medium dense (to dense), fine to medium grained sand with variable amounts of silt (Alluvium), which continued to the termination depth of the boring. Hand Borings HB-1 and HB-2 The soils encountered in Hand Borings HB-1 and HB-2 included approximately 6 inches of grass and topsoil underlain by approximately 4.5 to 5.5 feet of very soft to soft silt with variable amounts of sand (Alluvium). This layer was underlain by approximately 9 feet of very soft to soft silt with areas/interbeds of peat (Alluvium). This layer was underlain by medium dense to dense, fine to medium grained sand with variable amounts of silt (Alluvium), which continued to the termination depth of the hand borings. Previous Explorations A geotechnical investigation was conducted by Converse Consultants in 1991 to 1992 for a sewer tunneling project located along the north side of Interurban Avenue South. One of their borings, B- 101, was located in the right of way just south of the site and extended to a depth of 38 feet below existing grade. Several other borings were located east and west of B-101 and were drilled to similar depths. Boring B-101 encountered approximately 17 feet of silt, silt with peat, and silty -sand underlain by fine grained sand. Bedrock was encountered at approximately 35 feet below grade. The materials encountered in this boring were very similar to those encountered in our borings (soil types and relative density or consistency). Stantec December 5, 2013 Project No. 185750173 Tukwila, WA Geotechnical Investigation Section 6: Geological Hazards Groundwater At the time of our investigation, groundwater was observed in Boring B-1 at 16 feet below grade, in B-2 at 13 feet below grade, HB-1 at 14 feet below grade and HB-2 at 15 feet below grade. Very moist mottled soils and possible perched groundwater were encountered within the upper 15 feet of the ground surface. The groundwater beneath the site does not readily correlate to a consistent interbed or common soil material contact within the alluvial deposits. We anticipate that a seasonal perched zone develops within the upper silt and peat materials during the general period between October and June. The lower groundwater level is generally consistent with the elevation of the nearby Duwamish River and is located within the poorly graded sand materials below the silt. Water table elevations often fluctuate over time. The groundwater level will depend on a variety of factors that may include seasonal precipitation, irrigation, land use, climatic conditions and soil permeability. Water levels at the time of the field investigation may be different from those encountered during the construction phase of the project. Groundwater monitoring wells were not installed as part of this investigation, therefore determining long term groundwater fluctuations is beyond the scope of this report. 6 GEOLOGICAL HAZARDS 6.1 Erosion Hazard The Natural Resources Conservation Services (NRCS) maps for King County do not include -information within the City -of Seattle -and adjacent areas, -of which this -site -is -included:- From our experience with similar silt loam soils, we anticipate that the near surface site soils would have a "Slight" erosion potential in a disturbed state. It is our opinion that soil erosion potential at this project site can be reduced through landscaping and surface water runoff control. Typically erosion of exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of normal temporary erosion control measures, such as silt fences, hay bales, mulching, control ditches and diversion trenches. The typical wet weather season, with regard to site grading, is from October 31st to April 1st. Erosion control measures should be in place before the onset of wet weather. 6.2 Seismic Hazard We encountered loose/soft to dense/stiff soils at the project site. Below the upper zone of soft silt, the soils were generally medium dense to dense. Based on previous borings and the relative density of the underlying bedrock, the overall subsurface profile corresponds to a Site Class D as defined by Table 1613.5.2 of the 2009 International Building Code (2009 IBC). A Site Class D applies to an overall profile consisting of medium dense/stiff to very dense/hard materials within the upper 100 feet. December 5, 2013 StanteC Project No. 185750173 4 Tukwila, WA Geotechnical Investigation Section 5: Geological Hazards We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website to obtain values for Ss, Si, Fa, and F. The USGS website includes the most updated published data on seismic conditions. The site specific seismic design parameters and adjusted maximum spectral response acceleration parameters are as follows: PGA (Peak Ground Acceleration, in percent of g) 33.03 (10% Probability of Exceedence in 50 years) 65.27 (2% Probability of Exceedence in 50 years) Ss 146.90% of g S, 50.50% of g FA 1.00 Fv 1.50 Additional seismic considerations include liquefaction potential and amplification of ground motions by soft/loose soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. Soil liquefaction is a state where soil particles lose contact with each other and become suspended in a viscous fluid. This suspension of the soil grains results in a complete loss of strength as the effective stress drops to zero as a result of increased pore pressures. Liquefaction normally occurs under saturated conditions in soils such as sand in which the strength is purely frictional. However, liquefaction has occurred in soils other than clean sand, such as low plasticity silt. Liquefaction usually occurs under vibratory conditions such as those induced by seismic events. We utilized the soil composition and blow count data from our borings in order to analyze the liquefaction potential under varying levels of seismic activity. To evaluate the liquefaction potential of the site, we analyzed the following factors: 1) Soil type and plasticity 2) Groundwater depth 3) Relative soil density 4) Initial confining pressure 5) Maximum anticipated intensity and duration of ground shaking December 5, 2013 Stantec Project No. 185750173 5 Tukwila, WA Geotechnical Investigation Section 7: Discussion The commercially available LigiT V.4.7.7.1 software was used to evaluate the liquefaction potential and the possible liquefaction induced settlement for the existing site soil and groundwater conditions. The Maximum Considered Earthquake (MCE) was selected in accordance with the 2009 International Building Code (2009 IBC) Chapter 16 and the U.S. Geological Survey (USGS) Earthquake Hazards Program website. The probabilistic maximum considered earthquake is a one in 2,500 year event which has a 2 percent probability of being exceeded in 50 years. For this area, the one in 2,500 year event has a peak horizontal ground acceleration of 0.6527g (per U.S. Geological Survey) and a 8.0 magnitude. For the one in 2,500 year event, the analyses reveal that there is moderate potential for liquefaction at the site with the current soil and groundwater conditions; on the order of 2.65 inches, with differential settlements on the order of 1 to 1.5 inches. 7 DISCUSSION 7.1 General The results of the site investigation completed for the proposed development indicate that the site is underlain by approximately 16 feet of very soft to soft silt with areas of peat and some lose sands. These materials have a moderate to high potential for consolidation and settlement following static loading and some potential for liquefaction during/after certain seismic events. Medium dense to dense sand underlies these materials and is generally suitable for structural support. The liquefaction hazard at the site is moderate due to the presence of very soft to soft silt with peat and loose sands. The very soft to soft silt and silt with peat have a moderate to high probability of static settlement over time. Due to these factors, we recommend that a foundation system bearing on driven steel pipe piles or helical anchors be utilized for support of the proposed building. Alternative foundation systems and ground improvement options are presented in this report, and we recommend that feasible foundation options be evaluated based on a cost versus risk basis. The proposed fuel island canopy structure may be supported on drilled shaft foundations extending to at least 20 feet below the existing site grades or on isolated foundation elements supported by driven pipe piles or helical piers. The existing asphalt parking lots are moderately cracked in most areas. Our explorations encountered fill and/or soft native soils within the upper 2 feet which became softer with depth. We recommend replacement of the upper 2 feet of existing soil materials with imported suitable gravelly structural fill compacted to at least 95 percent of the modified proctor (ASTM D1557 Test Method). All of the existing near surface soil materials should be considered highly moisture sensitive and proper compaction will be difficult if not impossible to achieve if the moisture levels are greater than 3 percent of optimum. The use of imported gravelly structural fill should be expected. December 5, 2013 Stantec Project No. 185750173 Tukwila, WA Geotechn ica l Investigation Section 8: Recommendations 8 RECOMMENDATIONS 8.1 Site Preparation The existing asphalt within the development area should be removed prior to grading and excavation work. It will be necessary to construct site access roads using a geotextile such as Mirafi 500x and 2 to 3 feet of 2 to 4 inch quarry rock. We recommend that earthwork activities take place during the drier months of the year (typically July through September). The underlying native soils within the site generally consist of silt with variable amounts of sand and are not suitable for use as structural fill due to high fines content, high moisture content, and locally high organic content. Imported structural fill should consist of a sand and gravel mixture with a maximum grain size of 3 inches and less than 5 percent fines (material passing the U.S. Standard No. 200 Sieve). Structural fill should be placed in maximum lift thicknesses of 12 inches and should be compacted to a minimum of 95 percent of the modified proctor maximum dry density, as determined by the ASTM D 1557 test method. 8.2 Temporary Excavations Based on our understanding of the project, we anticipate that the grading will include local cuts on the order of approximately 3 feet for development of the building and parking lot/drive areas, and cuts on the order of 14 feet for removal and placement of USTs. For any temporary cuts that will extend deeper than 4 feet, the temporary excavations should be sloped no steeper than 2H:1V (Horizontal:Vertical) in soft to medium stiff native soils and 3H:1V in soils below the groundwater table. We anticipate that temporary shoring, such as driving sheet piles or slide -rail shoring will be used to minimize excavation areas. If an excavation is subject to heavy vibration or surcharge loads, we recommend that the excavation be sloped no steeper than 3H:1V and 3.5H:1V respectively as above, where room permits. Shallow groundwater and very fine sand and/or silt soils may lead to a high susceptibility for soils to cave in excavations, therefore Stantec should observe excavations to determine if gentler slope angles or temporary shoring are needed. All temporary cuts should be in accordance with the Washington Administrative Code (WAC) Part N, Excavation, Trenching, and Shoring. The temporary slopes should be visually inspected daily by a qualified person during construction activities and the inspections should be documented in daily reports. The contractor is responsible for maintaining the stability of the temporary cut slopes and reducing slope erosion during construction. The temporary cut slopes should be covered with visqueen to help reduce erosion during wet weather, and the slopes should be closely monitored until the permanent retaining systems or slope configurations are complete. Materials should not be stored or equipment operated within 10 feet of the top of any temporary cut slope. Soil conditions may not be completely known from the geotechnical investigation. In the case of temporary cuts, the existing soil conditions may not be completely revealed until the excavation work exposes the soil. Typically, as excavation work progresses the maximum inclination of the temporary slopes will need to be re-evaluated by the geotechnical engineer so that supplemental recommendations can be made. Soil and groundwater conditions can be highly variable. December 5, 2013 Stantec Project No. 185750173 Tukwila, WA Geotechnical Investigation Section 8: Recommendations Scheduling for soil work will need to be adjustable, to deal with unanticipated conditions, so that the project can proceed and required deadlines can be met. if any variations or undesirable conditions are encountered during construction, Stantec should be notified so that supplemental recommendations can be made. If room constraints or groundwater conditions do not permit temporary slopes to be cut to the maximum angles allowed by the WAC, temporary shoring systems may be required. The contractor should be responsible for developing temporary shoring systems, if needed. We recommend that Stantec and the project structural engineer review temporary shoring designs prior to installation, to verify the suitability of the proposed systems. 8.3 Erosion and Sediment Control Erosion and sediment control (ESC) is used to reduce the transportation of eroded sediment to wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should be implemented and these measures should be in general accordance with local regulations. At a minimum, the following basic recommendations should be incorporated into the design of the erosion and sediment control features for the site: • Schedule the soil, foundation, utility, and other work requiring excavation or the disturbance of the site soils, to take place during the dry season (generally May through September). However, provided precautions are taken using Best Management Practices (BMP's), grading activities can be completed during the wet season (generally October through April). Given the relatively high fines content and moisture sensitivity of some of the shallow subsurface soils at this site, we _expect that wet seasongrading would_ add significant cost to the project construction. • All site work should be completed and stabilized as quickly as possible. • Additional perimeter erosion and sediment control features may be required to reduce the possibility of sediment entering the surface water. This may include additional silt fences, silt fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems. • Any runoff generated by dewatering discharge should be treated through construction of a sediment trap if there is sufficient space. If space is limited other filtration methods will need to be incorporated. 8.4 Foundation Design Due to the presence of soft/loose soils that may consolidate over time, one of the following foundation options for the proposed structure may be considered: • Driven steel pipe (pin) piles or helical anchors (vertical and battered) ranging from 25 to 30 feet in depth with friction and end bearing capacities suitable for foundation support Stantec December 5, 2013 Project No. 185750173 Tukwila, WA Geotechnical Investigation Section 8: Recommendations • Complete overexcavation of soft silt and silt with peat soils to an approximate depth of 16 feet below grade beneath the entire proposed convenience store footprint followed by replacement with imported structural fill and strip and pad shallow foundation construction • Partial overexcavation of soft silt and silt with peat soils to an approximate depth of 16 feet below grade only beneath the proposed convenience store foundation followed by replacement with CDF or lean mix concrete and shallow strip and pad foundation construction • Augercast reinforced concrete piles ranging in depth from 25 to 30 feet with grade beams supporting the structure • A foundation system bearing on a series of rock columns consisting of open or cased augered holes ranging in depth from approximately 20 to 25 feet; backfilled and compacted with angular rock up to building subgrade elevations. Typically speciality contractors perform this service. Shallow foundation options with ground improvement by replacement may be a viable cost-effective solution. Deep foundation options are generally less cost effective; however, higher allowable bearing pressures can often be used and they are generally reliable. Overall, we anticipate that 3 inch diameter driven galvanized steel pipe (pin) piles or helical anchors with appropriate pile caps will be the most cost effective means of providing foundation support for the proposed structure. Additional foundation options and/or additional recommendations for the above listed options can be provided upon request. Driven Pipe Piles and Helical Anchors To effectively eliminate the effects of differential and total settlement due to consolidation of the underlying soft silt and silt with peat soils, we recommend that 3 inch diameter steel pipe or helical anchors piles be driven/advanced beneath foundation elements for the proposed building. The pile or anchor spacing will be determined by the project structural engineer during their design work. We anticipate a pile or anchor depth on the order of 25 to 30 feet; however, the final depths will be dependent on the loads required and soil conditions during pile driving. Pipe piles should consist of Schedule 80 galvanized steel with mechanical couplers for splices. Battered piles will be necessary to provide lateral support to the structure. A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind and seismic events. Exterior pile caps should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior pile caps should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. If constructed as recommended, the total static foundation settlement is not expected to exceed 1 inch. Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings, should be Tess than 0.5 inches. Most settlement is expected to occur during construction, as the loads are applied. December 5, 2013 Stdr11tec Project No. 185750173 9 Tukwila, WA Geotechnical Investigation Section 8: Recommendations Allowable Pile Compression Capacities (Driven Steel Pipe (Pin) Pilesi Pipe (Pin) Piles Diameter (inches) Hammer Sizes (pounds) Total Allowable Axial Compression Capacity (Subject to Buckling Capacity by Structural Engineer) (kips) 2 (Schedule 80) 90, 140 or 400 4 3 650 or 850 12 4 1,500 20 The pipe piles should be driven to refusal and to completely penetrate the loose/soft soils and adequately embedded (minimum 10 feet) in suitable bearing materials (dense sands). Refusal criteria will be provided based on the driving equipment during construction. We recommend that the piles be designed to have additional sacrificial steel to account for corrosion during design life or will be provided with adequate corrosion protection such as galvanization. A structural engineer shall perform the structural design of the pile including spacing and reinforcing steel. The structural engineer also should determine the buckling load for the slender piles and make sure that is not exceeded. It is recommended that the structural engineer design a structural slab that is suspended across piles in order to minimize slab settlement problems. Helical Piers® Helical Pier® foundation system may be employed for existing or new foundations. The Helical Piers® could be installed using portable rotary tools, truck mounted rotary tools, backhoe mounted rotary tools, caisson drills, or skid -steer loaders. It is important that the torque output, rotational speed, down pressure capability, and angle control of the installation equipment is compatible with the required foundation system. The pile installation equipment should have adequate torque capacity to prevent refusal conditions at relatively shallower depths that are well above recommended bearing depths or layers. A Helical Pier® consists of an anchor (lead section) with 1, 2, 3 or more helical flights on a shaft. The number and diameter of the helices on the anchor are dependent on the soil characteristics of the site and the design loads to be applied to the pier. Based on these parameters the anchor helix configuration is chosen to best fit the site conditions. As the anchor is advanced into the soil extension sections (shaft) are placed on the lead section. The shaft configuration is based on the design loads and anticipated installation torque. December 5, 2013 StanteC Project No. 185750173 10 Tukwila, WA Geotechnical Investigation Section 8: Recommendations Based on Boring B-1 data, the upper 25 feet of soils are liquefiable and therefore cannot be relied for any support. The static compression load capacity of a Helical Pier® is the sum of all individual helix capacities below liquefiable soils and in bearing layer. Individual helix static compression capacity is the result of the projected area of the helix, and its bearing pressure. It is recommended that the piers penetrate into the dense native soils a minimum of 10 feet, or until refusal whichever is shallower. We anticipate the bearing layer to be at variable depths below the existing ground surface. However, based on the Boring B-1 data, the bearing layer is present at approximately 25 feet depth below ground surface. However, this depth is subject to verification in the field during construction. Increased capacity can be obtained with increased penetration, and additional helical flights on the lead section. Since variations in the depth of the bearing layer are anticipated, we recommend that the Helical Piers® have a minimum overall length capability of 35 feet. It should be recognized that the importance of seating the piers on bearing soils since critical conditions occur during seismic events that result in reduction or loss of soil strength and support in the upper loose to medium dense soils due to liquefaction. Helical Pier® installation should be monitored to verify installation torque, and proper embedment into the presumed bearing layer. The Helical Pier® lengths may need to be modified during construction if it is determined that the depth to the bearing layer varies. Helical Pier® anchors are well suited to field adjustments as length can be varied by merely adding or deleting extension sections (shafts) during installation. Monitoring installation torque in the field is used to estimate the anchor compression capacity, and also as a quality control during anchor installation, provided that the anchor is bearing in dense or hard soils. Dependent on the pile size and the equipment used to install the anchors, an empirical factor is multiplied by the average -torque -over the final-3 feet of installation to estimate -ultimate -- capacity. Allowable Helical Pier Compression Capacity Pa may be estimated from the following equation provided that the pier is in the recommended bearing soils: Pa = Kt x T/FoS, Where T is the applied torque, Kt is the empirical ratio factor. The following industry standards apply to shafts with blades spaced along the shaft at 2.5 to 3.5 times the average blade diameter on -center and meeting the manufacturer's specifications. 1.5"and 1.75"Square Shafts Kt=9ft_1 2.875" O.D. Round Shafts - Kt = 9 ft_1 3.0" O.D. Round Shafts Kt = 8 ff1 3.5" O.D. Round Shafts Kt = 7 ff1 Stantec December 5, 2013 Project No. 185750173 11 Tukwila, WA Geotechnical Investigation Section 8: Recommendations FoS is Factor of Safety (minimum 3), using any set of consistent units. It should be recognized that higher torque than the above equation estimates may be needed to penetrate gravels and cobbles and to achieve the bearing soils or depths. It is recommended that the equipment is capable of applying minimum torques on the order of 10,000 ft-Ibs. Helical piers shall also be installed per manufacturer's recommendations. The allowable axial compression capacity of helical pier may be assumed as 20 kips for design purposes and it is subject to field verification by testing. We recommend that the piles be designed to have additional sacrificial steel to account for corrosion during design life or be provided with adequate corrosion protection. If lateral capacity is needed, battered pin piles may be employed. A representative of Stantec should be present at the site during the Helical Pier Installation to verify general conformance with our recommendations. A structural engineer shall perform the structural design of the pile including reinforcing steel and concrete strength required. It is recommended that the structural engineer design a structural slab that is suspended across piles in order to minimize slab settlement problems. Overexcavation and Fill Replacement for Conventional Spread Footings To effectively eliminate the effects of differential and total settlement due to consolidaion of the underlying soft silt and silt with peat soils, we recommend that all foundation elements be overexcavated to the level of the medium dense to dense sand, approximately 16 feet below grade, and extending at least 10 feet laterally from the edges of all footings. In effect, the overexcavation and replacement work should include the entire interior of the proposed -structure- and extend -beyond the building in all directions by 10 feet. This should be performed under the supervision of Stantec geotechnical staff to ensure removal of all compressible soils and to verify the lateral extents of the overexcavations. Following the overexcavation work, we recommend placement of a filter fabric (Mirafi 140N or equivalent) and structural fill up to footing subgrade elevations per the recommendations in Section 8.1 of this report. Alternatively, the excavation work could be limited to the areas below the footings only; however, trench boxes would be necessary to keep the excavations open. For this option, backfill of the excavations should consist of a 1.5 to 2 sack lean mixed concrete, also known as controlled density fill (CDF) up to foundation subgrade elevations. These excavations should extend below all building footings and extend laterally at least 2 feet beyond the footing edges. The overexcavation depth required is the same as above, approximately 16 feet below grade. For shallow foundation support, we recommend minimum widths of 18 and 24 inches, respectively, for continuous wail and isolated column footings supporting the proposed building. All footings should have a maximum width of 3.5 feet. Provided that the footings are supported as recommended above, a net allowable bearing pressure of 3,000 pounds per square foot (psf) may be used for design. December 5, 2013 Stantec Project No. 185750173 12 Tukwila, WA Geotechnical Investigation Section 8: Recommendations A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind and seismic events. Footing excavations should be inspected by Stantec to verify that the foundations will bear on suitable material. Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. If constructed as recommended, the total static foundation settlement is not expected to exceed 1 inch. Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings, should be less than 0.5 inches. Most settlement is expected to occur during construction, as the loads are applied. Resistance to lateral footing displacement can be determined using an allowable friction factor of 0.35 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can also be developed using an allowable equivalent fluid passive pressure of 200 pounds per cubic foot (pcf) acting against the appropriate vertical footing faces (neglect the upper 12 inches below grade in exterior areas). The allowable friction factor and allowable equivalent fluid passive pressure values include a factor of safety of 1.5. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 1/3 increase in the above values may be used for short duration transient loads. Canopy Foundations The proposed Canopy structures may be supported on reinforced concrete drilled shafts extending into the medium dense native sandy soils. We recommend that the foundation elements extend at least-20 feet below existing grades. However, the foundation should be designed to -resist all vertical and lateral forces as well as associated moments. Temporary casing will be needed to prevent caving of augured holes. If the pole foundations need to be backfilled, suitable structural fill material should be used and it should be placed in 12-inch thick layers and compacted to at least 95% of modified proctor density as determined according to ASTM D1557 Test Method. If the lateral space is limited, we recommend placement of % inch clean angular rock or lean mixed concrete (1.5 sack minimum) around the foundation elements. A net allowable compression end bearing pressure of 4,000 pounds per square foot (psf) and an allowable lateral bearing pressure of 500 psf and 1,500 psf , ignoring the upper 10 feet, for a depth from 10 to 15 feet and below 15 feet, respectively, may be used for design of the pole foundations. The allowable skin friction of 250 psf and 500 psf for a depth from 10 feet to 15 feet and below 15 feet, respectively, could also be used, if needed. We estimate that the in -situ unit weight of existing soils within the uppermost 15 feet to be 125 pounds per cubic foot (pcf), with a soil friction angle of 26 degrees and no cohesion. Alternatively, the canopy structures may be supported on shallow foundation elements supported by driven steel pipe piles or helical anchors (as described in the Foundation section). These systems would need to include battered piles to adequately provide lateral capacity against seismic and wind loads and moments. Stantec December 5, 2013 Project No. 185750173 13 Tukwila, WA Geotechnical Investigation Section 8: Recommendations A 1/3 increase in the above value may be used for short duration Toads, such as those imposed by wind and seismic events. Footing excavations should be inspected to verify that the foundations will bear on suitable material. 8.5 Slab -on -Grade If the entire slab area for the proposed building is not replaced with structural fill to a depth of approximately 16 feet during foundation placement, we recommend that the upper 3 feet of the existing subgrade be removed underlying the building floor slab sections in areas where the existing soils are above proposed grades. The over -excavated areas should be compacted and backfilled to the planned floor slab subgrade level with structural fill. Some settlement of the floor slabs with time is likely. I order to avoid it, a structural slab may be considered instead where the structural slab will transfer the loads to the foundation elements. Often, a vapor barrier is considered below concrete slab areas. However, the usage of a vapor barrier could result in curling of the concrete slab at joints. Floor covers sensitive to moisture typically requires the usage of a vapor barrier. A materials or structural engineer should be consulted regarding the detailing of the vapor barrier below concrete slabs. The American Concrete Institutes ACI 360R-06 Design of Slabs on Grade and ACI 302.1 R-04 Guide for Concrete Floor and Slab Construction are recommended references for vapor barrier selection and floor slab detailing. Slabs on grade may be designed using a coefficient of subgrade reaction of 190 pounds per cubic inch (pci) assuming the slab -on -grade base course is underlain by structural fill placed and compacted as outlined in Section 8.1. A perimeter drainage system is recommended unless interior slab areas are elevated a minimum of 12_inches_above adjacent exterior grades._ If installed, a perimeter drainage system should consist of a 4 inch diameter perforated drain pipe surrounded by a minimum 6 inches of drain rock wrapped in a non -woven geosynthetic filter fabric to reduce migration of soil particles into the drainage system. The perimeter drainage system should discharge by gravity flow to a suitable stormwater system. Exterior grades surrounding buildings should be sloped at a minimum of one percent to facilitate surface water flow away from these buildings and preferably with a relatively impermeable surface cover immediately adjacent to the buildings. 8.6 Utilities Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The contractor is responsible for the safety of open trenches. Traffic and vibration adjacent to trench walls should be reduced; cyclic wetting and drying of excavation side slopes should be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. In general, silty and sandy soils were encountered at shallow depths in the explorations at this site. At this site, these soils have very low cohesion and density and will have a tendency to severely cave or slough in excavations. Shoring or sloping back trench sidewalls is required within these soils. Stantec December 5, 2013 Project No. 185750173 14 Tukwila, WA Geotechnical Investigation Section 8: Recommendations All utility trench backfill should consist of imported structural fill or suitable on site soils (sand and gravel mixtures with less than 5 percent fines). Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The contractor is responsible for removing all water -sensitive soils from the trenches regardless of the backfill location and compaction requirements. Depending on the depth of the proposed utilities, we anticipate the need to overexcavate below utility structures and potentially, utility lines to a depth of 1 to 2 feet below proposed elevations in order to construct suitable bearing strata for support. The overexcavated materials should be replaced with a clean angular rock, 1 to 4 inches in size; bucket compacted into the underlying native soils. The contractor should use appropriate equipment and methods to avoid damage to the utilities and/or structures during fill placement and compaction procedures. 8.7 Groundwater Influence on Construction At the time of our investigation, groundwater was observed in Boring B-1 at 16 feet below grade, in B-2 at 13 feet below grade, in HB-1 at 14 feet below grade, and in HB-2 at 15 feet below grade. Very moist mottled soils and possible perched groundwater were encountered within the upper 15 feet of the ground surface. The groundwater beneath the site does not readily correlate to a consistent interbed or common soil - —material contact within the -alluvial deposits. --We anticipate that a seasonal perched zone develops within the upper silt and peat materials during the general period between October and June. The lower groundwater level is generally consistent with the elevation of the nearby Duwamish River and is located within the poorly graded sand materials below the silt. Light to moderate perched groundwater should be anticipated to be encountered in excavations deeper than 4 feet. Heavy regional groundwater should be expected in excavations greater than approximately 12 feet below existing site grades. If temporary dewatering systems to remove groundwater are used, their design should be the responsibility of the contractor. We should review any dewatering design prior to their use on site. 8.8 Pavement Design We observed moderate cracking of the existing asphalt within the site area, indicating the presence of soft soils at variable depths below the ground surface. The near surface soils encountered in our borings included very soft to soft silt and loose silty sand. The following section provides recommendations for pavement design and subgrade preparation if the existing asphalt is going to be replaced as part of the development. Stantec December 5, 2013 Project No. 185750173 15 Tukwila, WA Geotechnical Investigation Section 8: Recommendations The near surface subgrade soils generally consist of soft silt, sandy silt and loose silty -sand. These soils are rated as poor for pavement subgrade material. We estimate that the subgrade will have a California Bearing Ratio (CBR) value of 5 and a modulus of subgrade reaction value of k = 125 pci, provided the subgrade is prepared in general accordance with our recommendations. We recommend that at a minimum, 24 inches of the existing subgrade material be moisture conditioned (as necessary) and recompacted to prepare for the construction of pavement sections. Deeper levels of recompaction may be necessary in areas where existing utilities are present. The subgrade should be compacted to at least 95 percent of the maximum dry density as determined by ASTM Test Method D1557. In place density tests should be performed to verify proper moisture content and adequate compaction. The recommended flexible and rigid pavement sections are based on design CBR and modulus of subgrade reaction (k) values that are achieved, only following proper subgrade preparation. It should be noted that subgrade soils that have relatively high silt contents may be highly sensitive to moisture conditions. The subgrade strength and performance characteristics of a silty subgrade material may be dramatically reduced if this material becomes wet. Based on our knowledge of the proposed project, we expect the traffic to range from Tight duty (passenger automobiles) to heavy duty (delivery trucks). The following tables show the recommended pavement sections for light duty and heavy duty use. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT LIGHT DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 3 in. 6.0 in. 24.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests HEAVY DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 4 in. 6.0 in. 24.0 in, * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in Lieu of in place density tests December 5, 2013 Stantec Project No. 185750173 Tukwila, WA Geotechnical Investigation Section 9: Construction Field Reviews PORTLAND CEMENT CONCRETE (RIGID) PAVEMENT Min. PCC Depth Aggregate Base* Compacted Subgrade* ** 6.0 in, 6.0 in. 24.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests The asphaltic concrete depth in the flexible pavement tables should be a surface course type asphalt, such as Washington Department of Transportation (WSDOT)1/2 inch HMA. The rigid pavement design is based on a Portland Cement Concrete (PCC) mix that has a 28 day compressive strength of 4,000 pounds per square inch (psi). The design is also based on a concrete flexural strength or modulus of rupture of 550 psi. Aggregate base should generally consist of 4 to 6 inches of WSDOT Base Course overlain by 2 inches of WSDOT Top Course (1-1/4" crushed and 5/8" crushed respectively). 9 CONSTRUCTION FIELD REVIEWS Stantec should be retained to provide part time field review during construction in order to verify that the soil conditions encountered are consistent with our design assumptions and that the intent of our recommendations is being met. This will require field and engineering review to: - ■- -Monitor and test structural -fill placement and -compaction--- • Verify footing drain placement • Observe overexcavation work for foundation elements • Verify the soil bearing at foundation locations for the building and vault • Verify slab subgrade and capillary break material below slab -on -grade • Inspection of roadway subgrade areas prior to fill placement • Inspection of proof -roll testing Geotechnical design services should also be anticipated during the subsequent final design phase to support the structural design and address specific issues arising during this phase. Field and engineering review services will also be required during the construction phase in order to provide a Final Letter for the project. 10 CLOSURE This report was prepared for the exclusive use of XMR, Inc. and their appointed consultants. Any use of this report or the material contained herein by third parties, or for other than the intended purpose, should first be approved in writing by Stantec. December 5, 2013 Stantec Project No. 185750173 17 Tukwila, WA Geotechnical Investigation Section 10: Closure The recommendations contained in this report are based on assumed continuity of soils with those of our test holes, and assumed structural loads. Stantec should be provided with final architectural and structural drawings when they become available in order that we may review our design recommendations and advise of any revisions, if necessary. Use of this report is subject to the Statement of General Conditions provided in Appendix A. It is the responsibility of XMR, Inc. who is identified as "the Client" within the Statement of General Conditions, and its agents to review the conditions and to notify Stantec should any of these not be satisfied. Respectfully submitted, Stantec Consulting Services, Inc. Original signed by: Original signed by: Phil Haberman, P.G., P.E.G. Gopal A. Singam, P.E. -Senior-Engineering-Geologist - Senior Geotechnical Engineer PH/gs December 5, 2013 Stantec Project No. 185750173 18 Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions Stallttec APPENDIX A Statement of General Conditions One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions STATEMENT OF GENERAL CONDITIONS USE OF THIS REPORT: This report has been prepared for the sole benefit of the Client or its agent and may not be used by any third party without the express written consent of Stantec Consulting Services, Inc. and the Client. Any use which a third party makes of this report is the responsibility of such third party. BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this report are in accordance with Stantec Consulting Services' present understanding of the site specific project as described by the Client. The applicability of these is restricted to the site conditions encountered at the time of the investigation or study. If the proposed site specific project differs or is modified from what is described in this report or if the site conditions are altered, this report is no longer valid unless Stantec Consulting Services, Inc. is requested by the Client to review and revise the report to reflect the differing or modified project specifics and/or the altered site conditions. STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in accordance with the normally accepted standard of care in the state of execution for the specific professional service provided to the Client. No other warranty is made. INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and statements regarding their condition, made in this report are based on site conditions encountered by Stantec Consulting Services, Inc. at the time of the work and at the specific testing and/or sampling locations. Classifications and statements of condition have been made in accordance with normally accepted practices which are judgmental in nature; no specific description should be considered exact, but rather reflective of the anticipated material behavior. Extrapolation of in situ conditions can only be -made to some limited -extent beyond the- sampling - or test points- The extent depends -on - variability of the soil, rock and groundwater conditions as influenced by geological processes, construction activity, and site use. VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be encountered that are different from those described in this report or encountered at the test locations, Stantec Consulting Services, Inc. must be notified immediately to assess if the varying or unexpected conditions are substantial and if reassessments of the report conclusions or recommendations are required. Stantec Consulting Services, Inc. will not be responsible to any party for damages incurred as a result of failing to notify Stantec Consulting Services, Inc. that differing site or sub -surface conditions are present upon becoming aware of such conditions. PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and specifications should be reviewed by Stantec Consulting Services, Inc., sufficiently ahead of initiating the next project stage (property acquisition, tender, construction, etc), to confirm that this report completely addresses the elaborated project specifics and that the contents of this report have been properly interpreted. Specialty quality assurance services (field observations and testing) during construction are a necessary part of the evaluation of sub -subsurface conditions and site preparation works. Site work relating to the recommendations included in this report should only be carried out in the presence of a qualified geotechnical engineer; Stantec Consulting Services, Inc. cannot be responsible for site work carried out without being present. One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix B — Figures: Site and Vicinity Maps Stantec APPENDIX B Figures: Site and Vicinity Maps One Team. Infinite Solutions. B-1 Approximate Boring Location --6- HB-1 Approximate Hand Boring Location B-101 Approximate Boring Location (HDR) B-404 All Locations Approximate Proposed Convenience Store and Fuel Station, 13310 Interurban Ave. S., Tukwila, WA Figure 2 Site Plan Dec. 2, 2013 Drawn By: PAH Checked By: GS Client: XMR, Inc. Tukwila, WA Geotechnical Investigation Appendix C — Borehole Log Records APPENDIX C Borehole Log Records One Team. Infinite Solutions. PROJECT: Proposed Fuel Station and Convenience Store LOCATION: 13310 Interurban Avenue South, Tukwila, WA PROJECT NUMBER: 185750173 WELL / PROBEHOLE / BOREHOLE NO: B-1 PAGE 1 OF 1 lits DRILLING / INSTALLATION: NORTHING (ft): EASTING (ft): STARTED 11/19/13 COMPLETED; 11/19/13 LAT: LONG: DRILLING COMPANY: Davies GROUND ELEV (ft): INITIAL DTW (ft): 16 TOC ELEV (ft): WELL DEPTH (ft): --- DRILLING EQUIPMENT: Track Rig STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 26.5 DRILLING METHOD: HSA WELL CASING DIA. (in): --- BOREHOLE DIA. (in): 8 SAMPLING EQUIPMENT: Split Spoon LOGGED BY: PH CHECKED BY: GS °tl E ^ 't S' Fp.� 0 D Description ra . Time co Sample ID ( ' w 2_ 34. m v p m a` a) a^ oag x Grass/Topsoil 1 MLS MLS; Very soft, silt with fine sand, dark yellowish brown to yellowish X 1.5 1 brown, moist to very moist. (Alluvium) 2 5 1 5— ML—ML; Very soft to soft, silt layered with organics/peat and sand, yellowish brown to olive gray, moist to very moist. (Alluvium) X 1 0 1 10— 1 10— x 1 0 1 15— 1 15— / SP SP; Medium dense to dense, fine to medium grained sand with variable \ X 1.5 6 a i amounts of silt, gray to dark gray, wet. (Alluvium) \ 8 i _ ? 20 4 20— X 1.5 10 16 i .. i - ° 25 5 25-- X 1.5 14 20 s Borehole terminated at 26.5 feet. J u PROJECT: Proposed Fuel Station and Convenience Store LOCATION: 13310 Interurban Avenue South, Tukwila, WA PROJECT NUMBER:185750173 WELL / PROBEHOLE / BOREHOLE NO: r� B-2 PAGE 1 OF 1 St+i c DRILLING / INSTALLATION: NORTHING (ft): EASTING (ft): STARTED 11/19/13 COMPLETED: 11/19/13 LAT: LONG: DRILLING COMPANY: DaviesGROUND ELEV (ft): INITIAL DTW (ft): 13 TOC ELEV (ft): WELL DEPTH (ft): --- DRILLING EQUIPMENT: Track Rig STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 21.5 DRILLING METHOD: HSA WELL CASING DIA. (in): --- BOREHOLE DIA. (in): 8 SAMPLING EQUIPMENT: Split Spoon LOGGED BY: PH CHECKED BY: GS ash.. _ c ) ' > 3 c w d 81 a U g Description Time tg a s o 5_- 0, g F o- 0 j g Sample ID af3 o! ro U ro a. °' s o SM—SM; Grassiiopsoil Loose, silty sand with gravel, yellowish brown, moist. (Fill) ' 1.5 2 42 ML ML; Very soft to soft, silt layered with organics/peat and sand, yellowish brown to olive gray, moist to very moist. (Alluvium) 5- 5- 1.5 1 0 0 10 10- 2 ML— ML; Soft, silt with variable amounts of sand, grayish brown to olive gray, 1.5 1 moist to very moist. (Alluvium) 1 V i - 15 15- i _ 1 SP SP; Medium dense, fine to medium grained sand, gray to dark gray, wet. 1 5 i 20 (Alluvium) 4 - - 20- 4 1 11 15 Borehole terminated at 21.5 feet. J PROJECT: Proposed Fuel Station and Convenience Store LOCATION: 13310 Interurban Avenue South, Tukwila, WA PROJECT NUMBER:18575O173 WELL / PROBEHOLE / BOREHOLE NO: HB-1 PAGE 1 OF 1 StrAx DRILLING / INSTALLATION: STARTED 11/19/13 COMPLETED: 11/19/13 DRILLING COMPANY: StanteC DRILLING EQUIPMENT: Augers DRILLING METHOD: Augers SAMPLING EQUIPMENT: Grab NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): TOC ELEV (ft): INITIAL DTW (ft): 14 WELL DEPTH (ft): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 17.0 WELL CASING DIA. (in): --- BOREHOLE DIA. (in): 3 LOGGED BY: PH CHECKED BY: GS c'dU m a" a $' U o, 0 D Description p d IL Time Sample ID C R Blow Count Headspace PID. (units) Q o . 5— 10 i 1 15 MES NIL— S )—SP; Grass/Topsoil MLS; Very soft, silt with fine sand, dark yellowish brown to yellowish brown, moist to very moist. (Alluvium) ML; Very soft to soft, silt layered with organics/peat and sand, yellowish brown to olive gray, moist to very moist. (Alluvium) 1Z 5— 10— 15— _ \ 7 tt Medium dense to dense, fine to medium grained sand with variable amounts of silt, gray to dark gray, wet. (Alluvium) i Borehole terminated at 17 feet. PROJECT: Proposed Fuel Station and Convenience StoreWELL LOCATION: 13310 Interurban Avenue South, Tukwila, W PROJECT NUMBER:185750173 / PROBEHOLE / BOREHOLE NO: eg H B-2 PAGE 1 OF 1 9t>erk� DRILLING / INSTALLATION: STARTED 11/19/13 COMPLETED: 11/19/13 DRILLING COMPANY: StariteC DRILLING EQUIPMENT: Augers DRILLING METHOD: Augers SAMPLING EQUIPMENT: Grab NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): TOC ELEV (ft): INITIAL DTW (ft): 15 WELL DEPTH (ft): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 16.0 WELL CASING DIA. (in): --- BOREHOLE DIA. (in): 3 LOGGED BY: PH CHECKED BY: GS °Gg^ St? rSU Ea= PI oO Description a Time Sample ID i li Blow Count xo . t o MLS 5 Ni'L� 10 Grass/Topsoil MLS; Very soft, silt with fine sand, dark yellowish brown to yellowish brown, moist to very moist. (Alluvium) ML; Very soft to soft, silt layered with organics/peat and sand, yellowish brown to olive gray, moist to very moist. (Alluvium) Medium dense to dense, fine to medium grained sand with variable amounts of silt, gray to dark gray, wet. (Alluvium) 5 10_ V 15— 15 i SPSP; i Borehole terminated at 16 feet. C L 0 Date drilled 11/1/91 LOG OF BORING NO. B--101 Driving Weight and Drop 140 Ih / 30" Sheet 1 of 3 Elevation (ft) 116 Depth, ft t G 4- el > _ t" to — O. E N Blows/6" Graphic Symbol R IdISS rts. n 7p tr 'rn C I]ppgti 06gfion trf " ."d n5rt6x gg a><.ov n j (1 p fMM n 17 g p.pU IliA E5.ov °rg3 s� _: rFQa-•zrr Observation Well Dry density pcf Moisture Content, % Other tests Fill - 115- SANDY GRAVEL; brown, fine to coarse, fine to coarse gravel, some crushed, little silt, trace organic, very moist, loose - Recent Alluvium 1R _ 5 7 • •'. . SILTY SAND; mottled gray, brown, and rust, trace fine gravel, trace wood fragments, very moist, very loose 23 P 3 (OVA=3.8 ppm) • _ SILT AND PEAT; gray and dark brown, peat in beds - 110- up to 2" thick, wet, soft mac - 2R --(OVA=1.7 ppm) 76 A - 24c 2 mac - 3 za. 10- 3R _ 3 1 l ORGANIC SILT; gray to brown, few fine sand some - peat laminae up to 1/4" thick, wet, soft 96 A - 105 ~ 2 3 i t 1 1 1 (OVA=0.3 ppm) 2/5/92 — 1 f 1 L - 12=2=91 4R 2 2 SILT; gray to brown, with organic matter, few fine sand, wet, soft 63 P,A 4 • 11-18-91 - - (OVA=0.3 ppm) 15- 5R 2 2 --gray, little organic matter, fine to medium sand partings 1/16" to 1/4" thick, few wood fragments 37 - 100- 6 (OVA=0.3 ppm) SAND; black, fine to medium, few silt, indistinct -• lamination, wet, dense 6R 11 --(OVA=0.3 ppm) - 20 30 : Continued Next Page TASK 219 INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Project No. 92-35115 Converse Consultants NW Geotechnical Engineering and Applied, Earth Sciences Figure No. A-1 Date drilled 11/1/91 LOG OF NO. B-3% LOG OF BORING NO. B-101 Driving Weight and Drop 140 lh / 30" Sheet 2 of 3 Elevation (ft) 116 Depth, ft 0 b W — ins y a E tn Blo s 6" Graphic Symbol ƒ§ 0tr / i&a g. § Ropfar o • aFr90 g .1‘16_ §�\ ; to 4 m ,o- 22iA&a � g•¢."3 krg st k • �22 . s0 t; • § 0. •o o ;;e. ,r.gE. Observation Well Dry density pcf Moisture Content,% Other tests 95- <: c N 7 - 13 --black to dark gray, trace wood fragments, laminated I- 19 with fine sand 25 25- SILT; gray to brown, wet, stiff - 90- SANDY GRAVEL and SILT; interbedded, no sample 8 5 iILL recovered, occasional cobbles '` `. _ 4 kIE -•; _ 30- 9 9 19 P" IS t��" SILTY CLAY; mottled grayand brown, with interbeds .�:; of sandy gravel, wet, very stiff to hard 17 - 85- 20 Estuarine Deposits _ I i IS; GRAVELLY SAND; gray, with silt, some shell fragments, dense . . IS; 35 - 10 DO/6 y- Bedrock - 80- „ sie COAL; black, with interbeds of dark brown siltstone, moderately soft 11 I00/4' ; J _ Bottom of boring at 38.0 feet depth Piezometer installed in boring, screen section from 28.0 Y to 30.0 feet P=Petroleum fuel hydrocarbon testing Continued Next Page TASK 219 - INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Project No. 92-35115 1w Converse Consultants NW Geotechnical Engineering and Applied Earth Sciences Figure Ito. -A-1 B 0 • r], 8 CLL., r. .. L zl. r L Date drilled 11/1/91 LOG OF BORING NO. B-101 Driving Weight and Drop 140 lb / 30" Sheet 3 of 3 Elevation (ft) 116 4- .0 4- 0. W ci C — 4- cti > — tu Samples Blows/S" Graphic I Symbol This log is part of the report prepared by Converse Consultants NWfor the named project IVId should be read together with that report for complete mterpretistion. This sumraary applies only at the location of this bormg and at the time of drilling. Subsurface conditions may differ at other locations end may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. DESCRIPTION .0 C — 4- ea_Co.1- > ol L3 0,1 VI .o 31 4- in 0.1 0 13 31 L 0 I Moisture I Content, % Other tests R = 3-inch O.D. Ring Sampler OVA = Organic vapor concentration in parts per 75- million (ppm) 45— _ - 70- - 50— — - 65- - 55— — - 60- TASK 219 - INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Converse Consultants NW Geotechnical Engineering and Applied Earth Sciences Project No. 92-35115 figure No. A-1 r 1 A 0 Date drilled 6/16/92 LOG OF BORING NO. B-404 Driving Weight and Drop 140 ih / 30" Sheet 1 of 3 Elevation (ft) 119 Depth, ftl C + j? > Samples BIous/6" Graphic Symbol NFL; g '�~O 07 •n wC ww 7 fA 4 Ts e. —a � aoai�$ C) xm- 6ti" b Y w»p rip 1--] verg Ho p Zq xe gg 2 wg ! g� C O ;F._ tel > w d2 is 7► + w C4- Or u V a 31 Moisture Cohtent, % Other tests Fill SILTY SAND; dark brown, fine to coarse, few fine to coarse gravel, with wood mulch; loose, moist SAND; brown, fine to coarse, few silt; very loose to - 115- loose, moist 1 1 — 2 1 1 1 Recent Alluvium t 1 ORGANIC SILT; finely laminated gray and brown, - 110- i t 1 i with fibrous peat; firm, very moist 1 I0— 2 - 1 3 1 — 3 1 i 4 i 1 1 11 111 i11 t ! 111 - 105- 1 1 1 ' iiI I5, 3 0 2 SILT; gray -brown, finely laminated, trace to little fibrous organic matter; soft, very moist 2 - - 100- 4TW ORGANIC SILT; gray and brown, finely laminated, some fibrous organics; soft, very moist GRAVELLY SAND; medium dense 7 , ` f Continued Next Page TASK 219 - INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Converse Consultants NW GeotechnicaI Engineering and Applied Earth Sciences Project No. 92-35115 Figure No. A-14 Date drilled 6/16/92 LOG OF BORING NO. 13404 Driving Weight and Drop 140 lh ; ?0" Sheet 2 of 3 Elevation (ft) 119 Depth, ft e G ;.• A > 01 w y o. B _ ao 3 p — v— tm a a h T m This log is part of the Converse prepared by Convee Consultants NW for the named project and should be road together with that report for complete interpretation. This sum applies only at the location of this boring and at the tune of drilling. Subsurface conditions may differ at other locations and may change at this Iocation with the passage of time. The data presented is a simplification of actual conditions encountered. DESCRIPTION Observation Well Dry density pcf Moisture Content, Other tests - 6 6 • • 6 32 r,—; Highly Weathered Bedrock (Tukwila Formation) GRAYWACKE SANDSTONE; gray, fine to coarse _ 50/ .. - 95_ 5" angular sand grains; highly weathered to a very dense silty fine to medium sand consistency m 0 .=.=, T- 25- 50/ r.°i 5" R-1 — Run 1 (27.5 to 32.5 feet) -,-_- Recovery = 096, RQD = 0 - 90� 30- - 8 - 20 Run 2 (32.5 to 37.5 feet) - - -- R-2 50/ Recovery = 80%, RQD = 68 3" =�.. 33.0 to 34.8 ft, little recovery, very closely spaced - 85- '= fractures, possibly mechanical • , 35� 34.6 to 35.8 ft, very closely spaced fractures, 20 to 40 degrees T _ 34.8 to 38.0 ft, moderately spaced fractures, probably echanical PL •__ SANDY SILTSTONE; brown, with organic matter and 1 thin peat lamina, bedding 40-degrees from horizontal, ;highly weathered, very soft rock; highly weathered to a 1 s —' •- - 80-, R-3 !very stiff sandy silt soil consistency , ''36.6 ft, fracture, 40 degree, irregular GRAYWACKE SANDSTONE; gray, fine to coarse sand PL — '-`� • Continued Next Page TASK 219 - INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Project No. 92-35115 15;i4 v Converse Consultants NW Geotechnical Engineering and Applied Earth Sciences Figure lie. A-14 a a g A ,r • r. L 4,1 0 Date drilled 6/16/92 LOG OF BORING NO. ft.404 Driving Weight and Drop , 140 1h / 30" Sheet 3 of 3 Elevation (ft) 119 1 Depth, ft Elevation y o. E to s to 3 o — m V— t o al L T co This log is part of the sport prepared by Converse Consultants NW for the named project and should be reed together with that report for .co lete interpretation. This cumin applies only at the location of this boring and at the time of driilling. Subsurface conditions may differ at other locations and may ehsnge et this • location with the passage of time. The data presented s a simplification of actual conditions encountered. DESCRIPTIONo C #.— b > 01 L_ N 'Dry density' ( pcf Moisture Content, Other tests _ 45 - - - - 50- - 55- - 75_ 70, 65- 60- R-4 -' •W with few fine to coarse gravel, finely laminated with fine black organic matter, highly weathered, very soft; rock is highly weathered to a very dense silty sand sail consistency 37.1 ft, mechanical fracture, 25 degree, irregular 37.9 ft, mechanical fracture 38.0 to 39.0 ft, closely spaced mechanical fractures 39.7 ft, mechanical fracture, 25 degree, irregular 40.4 ft, joint fractures, 15 and 50 degrees 41.0 ft, mechanical, 10 degrees 42.8 ft, mechanical, 10 degrees 43.0 ft, mechanical - _ PL PL PL • :=-2- _= =. • . -= -= ,;_,= .==. -= — - •• Run 4 (43.0 TO 46.0 feet) Widely spaced mechanical fractures 43.2 to 43.3 ft, joint fractures, 10 degrees 3.4 to 43.8 ft, mechanical fractures I 6.0 ft, mechanical fracture Bottom of borehole at depth 46.0 feet. Borehole backfilled with bentonite chips. • TASK 219 - INTERURBAN PROJECT Tukwila, Washington for HDR Engineering, Inc. Project No. 92-35115 Geotechnical Engineering Converse Consultants NW and Applied Earth Sciences figure No. A-I4 TERRAFORMA DESIGN GROUP AUG 16 2017 Community Development PRELIMINARY TECHNICAL INFORMATION REPORT PETERSON'S 76 STATION LOCATION: 13310 Interurban Avenue South Tukwila, WA 98168 ISSUE DATE: August 4, 2017 PREPARED FOR: Steve Peterson 13310 Interurban Avenue South Tukwila, WA 98168 PREPARED BY: Terraforma Design Group, Inc. 5027 51st Avenue SW Seattle, WA 98136 TDG No. 16018 8/4/17 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5027 51" Avenue SW, Seattle, WA 98136 phone 206.923.0590 website www.terraformadesigngroup.com PROJECT: PETERSON'S 76 STATION TABLE OF CONTENTS Project Overview 1 II. Conditions and Requirements Summary 5 III. Off -Site Analysis 7 IV. Flow Control and Water Quality Facility Design 7 V. Conveyance System Design 16 VI. Special Reports & Studies 17 VII. Other Permits 17 VIII. Erosion/Sedimentation Control Design 17 IX. Bond Quantities, Facilities Summaries, 17 and Declaration of Covenant X. Operation and Maintenance Manual 17 Appendix A — Preliminary Civil Plans Terraforma Design Group, Inc. PROJECT: PETERSON'S 76 STATION I. PROJECT OVERVIEW The proposed development consists of the removal of an existing convenience store, 4 dispenser fuel station and coffee kiosk and construction of a new convenience store, 6 dispenser fuel station and new drive-thru coffee kiosk. The property is located at 13310 Interurban Avenue South, in Tukwila, Washington. The County parcel number is 000300-0113 and encompasses the entire 0.71 acre parcel. The development includes minor reconstruction to the neighboring commercial fuel station to the northeast (also owned by Scott Peterson). The development includes development into the existing City of Seattle property (parcel #0003000032) to the southwest per prior agreement. This Preliminary Technical Information Report will be submitted with the Design Review Application for the project. The proposed commercial construction requires Design Review and ultimately a sitework permit from the City of Tukwila and compliance with the 2010 City of Tukwila Infrastructure Design and Construction Standards (CTIDCS). The project will also include a boundary line adjustment with the neighboring property to the northeast (also owned by the developer). The property consists of an existing convenience store, 4 dispenser fuel station, coffee kiosk, drive aisle, parking and landscaping. The site is predominately impervious, with the exception of a grass strip along the northeast property line. Site topography is generally flat. The parking lot drains to three existing catch basins which outlet to the existing 12-inch public storm drain near the back of sidewalk along 48th Avenue South. Existing soils are classified as glacial till. No drainage enters our property from adjacent parcels. We do not know of any existing drainage problems on -site or downstream. The site is part of the Duwamish River Basin, upstream of Mile 6. Since the development will result in greater than 2000 sf of new or replaced impervious surface, Full Drainage Review will be required. Per Figure 5.9.1 Drainage Basins and Flow Control Standards of the CTIDCS, our flow control standard will be "Level 2 Conservation to Existing". Water quality treatment will also be required. Due to the existing structure and paving, this project is classified as Redevelopment for the purposes of drainage criteria review. Terraforma Design Group, Inc. Page 1 PROJECT: PETERSON'S 76 STATION Gateway " Corporate Center American Q Medical Response Washington Labor Q & Indus -Ives Sttrbtrk1 0 !ackinthe Box Q 11 m Workers Linton Q Sf Days Inn Seattle South Tukw.d /13310 Inbturbsn Avenue Borth Tukwila Park & Ridv Lot 0 Pacific Pride Q VICINITY MAP Fo e,.. foci 1f Terraforma Design Group, Inc. Page 2 PROJECT: PETERSON'S 76 STATION EXISTING SITE AERIAL Terraforma Design Group, Inc. Page 3 PROJECT: PETERSON'S 76 STATION SECTION 5.9 SURFACE WATER MAPS 5.9.1 Drainage Basins and glow Control Standards King County Sudan r r' Des Moine? L Riverton Creek ,Basin I Southga Creek - Basin Se aTac Tukwila SoutIL,Basin Seattle Mercer Island King County c ---I ti Renton on Place A g Acres Bath Strander Pump Station Basin he ast D Basin Kent Lower Mill Creek Basin r 1346.440333 is%stir; b! My 11a13.4R4401 Ifs( Neighboring Jurisdictions Water BodyMetland nBasin Boundary Tukwila 0 0 1 • Pump Station rot] U^ 07 0 T[w.111(Illi RUQ LICiI.f.,lalo[J.x Y+dr-N.hblliv I u� Io[I[ Level 2 - Conservation to Existing Level 2 - Conservation to Forested Basic - Peak Rate to Existing Per Tukwila South Development Agreement Drainage 9aans and Row Contool Slaidard€ Crib? % VI nfahuum EMT old Corby:6m Stadadc Terraforma Design Group, Inc. Page 4 PROJECT: PETERSON'S 76 STATION II. CONDITIONS AND REQUIREMENTS SUMMARY This Technical Information Report will provide a preliminary review of the 8 core and 5 special requirements of the CTIDCS, including a Level 1 downstream analysis. Core Requirement #1 - Discharge at the Natural Location The parking lot drains to three existing catch basins which outlet to the existng 12-inch public storm drain near the back of sidewalk along 48th Avenue South. The proposed storm system will connect to the existing storm main along the back of sidewalk of 48th Avenue South. Core Requirement #2 - Off -site Analysis The site is part of the Duwamish River Basin, upstream of Mile 6. Drainage enters the existing 12" storm drainage within 48th Avenue South. The storm drains continues eastward and upsizes to at least a 24" storm drain until it outfalls to the Duwamish River at approximately 1900 feet northeast of our connection point. We do not know of any drainage problems associated with the existing downstream drainage system. Core Requirement #3 - Flow Control Per Figure 5.9.1 Drainage Basins and Flow Control Standards of the CTIDCS, our flow control standard will be "Level 2 Conservation to Existing". The proposed redevelopment will involve an increase in impervious area of approximately 6700 sf. As allowed by the drainage standards, Flow Control will not be required since the Redevelopment project will not result in greater than a 0.10 cfs increase in the 100 year peak discharge versus the Existing Condiitions. See Section 4 of this Report. Core Requirement #4 - Conveyance System The storm drainage system will be designed to accommodate the 25yr/24hr storm event. Sizing calculations will be provided with the building permit submittal. Scc Scction 5 of this report Core Requirement #5 - Erosion and Sediment Control Erosion and Sedimentation Control measures will be provided during construction to prevent silt -laden runoff from discharging off -site. An Erosion Control Plan will be provided with our building permit submittal. Scc Scction 8 of this report. Terraforma Design Group, Inc. Page 5 PROJECT: PETERSON'S 76 STATION Core Requirement #6 - Maintenance and Operations An Operations and Maintenance Manual for Storm Drainage Facilities will be provided to the property owner use after site construction. The O&M Manual will be provided with the building permit submittal. See Section 10 of this report. Core Requirement #7 - Financial Guarantees and Liability See Section 9 of this report. Core Requirement #8 - Water Quality Water quality treatment will be required for the project. Since this is a commercial project, the Enhance Water Quality Menu should be used for selecting a method for treatment. The standard treatment measures provided by the King County Surface Water Design Manual are not feasible due the existing shallow storm system. We are proposing use of a Bioretention Swale to meet our water quality standards. Bioretention swales are an approved Enhanced Treatment measure per the 2014 Washington State Department of Ecology Surface Water Design Manual for Western Washington. Furthermore, this Low Impact Development measure also meets required Stormwater Management requirements. Two (2) bioretention swales are proposed to serve the west and east parking Tots. The swales are located within the north landscape buffer. The facilities will be surrounding by a concrete retaining wall and will be sized to treat up the 91 % storm event using the Western Washington Hydrologic Method. Special Requirement #1 - Other Adopted Area Specific Requirements We do not know of any area specific requirements for our immediate vicinity. Special Requirement #2 - Floodplain/Floodway Delineation Not applicable. Site is not within a floodplain or floodway. Terraforma Design Group, Inc. Page 6 PROJECT: PETERSON'S 76 STATION Special Requirement #3 - Flood Protection Facilities Not applicable. Site is not within a floodplain or floodway. Special Requirement #4 - Source Control See Section 10 of this report. Special Requirement #5 - Oil Control The proposed fuel station and coffee kiosk uses both trigger Oil Control. The proposed bioretention swales are a Low Impact Development measures that is commonly approved as an Oil Control Measure. See Core Requirement #8 for additional information. III. OFF -SITE ANALYSIS The site is part of the Duwamish River Basin, upstream of Mile 6. Drainage enters the existing 15" storm drainage within 48th Avenue South. The storm drains continues eastward and upsizes to at least a 24" storm drain until it outfalls to the Duwamish River at approximately 1900 feet northeast of our connection point. We do not know of any drainage problems associated with the existing downstream drainage system. IV. FLOW CONTROL AND WATER QUALITY FACILITY DESIGN Per Figure 5.9.1 Drainage Basins and Flow Control Standards of the CTIDCS, our flow control standard will be "Level 2 Conservation to Existing". The proposed redevelopment will involve an increase in impervious area of approximately 6700 sf. As allowed by the City drainage standards, a Flow Control Exception is allowed since this Redevelopment project will not result in greater than a 0.10 cfs increase in the 100 year peak discharge versus the Existing Conditions (using 1 hr time steps; WWHM methodology). We are proposing use of a Bioretention Swale to meet our water quality standards. Bioretention swales are an approved Enhanced Treatment measure per the 2014 Washington State Department of Ecology Surface Water Design Manual for Western Washington. Furthermore, this Low Impact Development measure also meets required Stormwater Management requirements and is generally accepted measures for Oil Control. Two (2) bioretention swales are proposed to serve the west and east parking lots. The swales are located within the north landscape buffer. The facilities will be surrounding by a concrete retaining wall and will be sized to treat up the 91 % storm event using the Western Washington Hydrologic Method. See attached calculations. Terraforma Design Group, Inc. Page 7 D 48TH AVENUE SOUTH NEW BIA) 0 / / / / ! / / / / / / / / ! / / 1 inch = 40 ft. PETERSONS 76 13310 INTERURBAN AVE. S., TUKWILA DRAINAGE BASIN MAP — EXISTING CONDITIONS by. Pedro DeGuzman, PE Terraforma Design Group, Inc. DATE: 8/4/17 age 8 1 inch = 40 ft. o PETERSONS 76 13310 INTERURBAN AVE. S., TUKWILA DRAINAGE BASIN MAP — DEVELOPED CONDITIONS by. Pedro DeGuzman, PE Terraforma Design Group, Inc. DATE: 8/4/17 N age 9 PROJECT: PETERSON'S 76 STATION STORMWATER DATA AND CALCULATIONS STORMWATER DATA Project Name: PETERSON TRUCK FUEL STATION By: P.AD. Project Number: 13035 Date: 8/4/17 DRAINAGE CRITERIA: TUKWILA RAINFALL METHOD: KCRTS Step 1) Site Data 1) General characteristics: Basin Development type Size (ac.) Detention/Retention Treatment Criteria 2) Rainfall Scale Factor: Mean Annual Storm: A commercial 0.76 Detention Enhanced 1.0 0.039 3) Existing onsite characteristics: Pervious acres grass Impervious acres roof pavement Soil type Soil Group Existing surface Predev Cover Oil Control ft 0.23 acres 0.23 acres 0.53 acres 0.08 0.45 3) Developed onsite characteristics: Pervious acres landscape Impervious acres: roof paving Step 2) Peak Discharge Rates 2 year 10 year 100 year acres acres 0.07 acres 0.07 acres 0.69 acres 0.28 0.41 acres acres Existing Developed silt 0.149 0.172 0.179 0.208 0.299 0.338 Step 3) Developed stormwater discharge criteria C roof, paving Existing (Duwamish River) yes 1. Flow control not required. Developed 100yr Peak Flow vs. Existing 100yr Peak Flow is less than 0.10 cfs difference 2. Enhanced Treatment & Oil Control Required --> Provide Bioretention Swales Terraforma Design Group, Inc. Page 10 PROJECT: PETERSON'S 76 STATION KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea-Tac Computing Series : ex.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series Till Grass 0.23 acres Loading Time Series File:C:\KC SWDM\KC_DATA\STEI60R.rnf Impervious 0.53 acres File:C:\KC SWDM\KC DATA\STTG60R.rnf Total Area : 0.76 acres Peak Discharge: 0.299 CFS at 6:00 on Jan 9 in Year 8 Storing Time Time Series Computed Flow Frequency Analysis Time Series File:ex.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.149 6 2/09/01 2:00 0.124 8 1/05/02 16:00 0.179 3 2/27/03 7:00 0.136 7 8/26/04 2:00 0.164 4 10/28/04 16:00 0.159 5 1/18/06 16:00 0.198 2 10/26/06 0:00 0.299 1 1/09/08 6:00 Computed Peaks Series File::ex.tsf Flow Frequency Analysis - - Peaks - - Rank Return (CFS) 0.299 0.198 0.179 0.164 0.159 0.149 0.136 0.124 0.265 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Terraforma Design Group, Inc. Page 11 PROJECT: PETERSON'S 76 STATION Production of Runoff Time Series Project Location : Sea-Tac Computing Series : dev.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 0.08 acres Loading Time Series File:C:\KC_SWDM\KC_DATA\STEI60R.rnf Impervious 0.68 acres Total Area : 0.76 acres Peak Discharge: 0.338 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:dev.tsf Time Series Computed Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.172 6 2/09/01 2:00 0.338 1 100.00 0.990 0.149 8 1/05/02 16:00 0.249 2 25.00 0.960 0.208 3 12/08/02 18:00 0.208 3 10.00 0.900 0.171 7 8/26/04 2:00 0.203 4 5.00 0.800 0.203 4 10/28/04 16:00 0.184 5 3.00 0.667 0.184 5 1/18/06 16:00 0.172 6 2.00 0.500 0.249 2 10/26/06 0:00 0.171 7 1.30 0.231 0.338 1 1/09/08 6:00 0.149 8 1.10 0.091 Computed Peaks 0.308 50.00 0.980 Terraforma Design Group, Inc. Page 12 WWHM SCREENSHOTS f3. Basin 1 Mitigated Subbasin Name: Flows To : Basin 1 Surface Surface retention 1 Area in Basin Available Pervious Acres Basin 2 Mitigated Subbasin Name: Flows To : r Designate as Bypass for POC: Interflow Groundwater Surface retention 1 Surface Surface retention 2 Area in Basin Available Pervious Acres r Show Only Selected Available Impervious Acres r PARKING/FLAT .22 I— Designate as Bypass for POC: Interflow Surface retention 2 Groundwater J Show Only Selected Available Impervious Acres r PARKING/FLAT .15 Page 13 q' 1 Bioretention 1 Mitigated Facility Name Downstream Connection Facility Type i7 Use simple Bioretention Underdrain Used Bioretention Bottom Elevatior Bioretention Dimensions Bioretention Length (ft) Bioretention Bottom Width (ft) Freeboard (ft) Over -road Flooding (ft) Effective Total Depth (ft) Bottom slope of bioretention.(0-1) Bioretention 1 Outlet 1 0 Outlet 2 Bioretention Swale Outlet 3 0 Sat Quick Swale I Size Water Quality ! Size Facility 1 0 30.000 6.000 1.000 0.000 4.5 0.000 r Sidewall Invert Location Front and Back side slope (HN) Left Side Slope (HN) Right Side Slope (HN) Material Layers for Layer 1 Layer 2 Layer 3 Depth (ft) Soil Layer 1 Soil Layer 2 Soil Layer 3 0.000 0.000 0.000 1.700 0.800 0.000 ISMMWW 12 inihr [GRAVEL [,GRAVEL Edit Soil Types I • KS at Safety Factor C• None C 2 C 4 j Show Bioretention (Open Table Underdrain Diameter(ft) 0.5 HOffset(in) Orifice Diameter(in) 11 Flow Through Underdrain (ac-ft) 32.377 Total outflow (ac-ft) 34.856 Percent Through Underdrain 92.89 WO Percent Filtered 92.89 Facility Dimension Diagram I 'Riser Outlet Structure ^' Outlet Structure Data Riser Height Above bioretention surface (ft) Riser Diameter (in) IT - Riser Type 'Flat ", Orifice Number Diameter Height (in) (ft) 2 Bioretention Volume at Riser Head (ac-ft) .013 Native Infiltration NO -1 Page 14 1:9,4 Bioretention 2 Mitigated Facility Name Downstream Connection Facility Type r Use simple Bioretention Underdrain Used Bioretention Bottom Elevatior Bioretention Dimensions Bioretention Length (ft) Bioretention Bottom Width (ft) Freeboard (ft) Over -road Flooding (ft) Effective Total Depth (ft) Bottom slope of bioretention.(0-1) r Sidewall Invert Location Front and Back side slope (HN) Left Side Slope (HN) Right Side Slope (HN) Material Layers for Layer 1 Layer 2 Layer 3 Bioretention 2 Outlet 1 Outlet 2 0 Bioretention Swale Outlet 3 Quick Swale I Size Water Quality 1 Size Facility 1 0 116:000- 7.000 1.000 0.000 4.5 0.000 Depth (ft) Soil Layer 1 Soil Layer 2 Soil Layer 3 0.000 0.000 0.000 1.700 0.800 StMItMMWW 12 inlhr GRAVEL GRAVEL Edit Soil Types I - KSat Safety Factor 0.000 r None C 2 ( 4 Underdrain Diameter(ft) 0.5Offset(in) Orifice Diameter(in) Flow Through Underdrain (ac-ft) 21.669 Total Outflow (ac-ft) 23.736 Percent Through Underdrain 91.29 WQ Percent Filtered 91.29 Facility Dimension Diagram I !Riser Outlet Structure Outlet Structure Data Riser Height Above bioretention surface (ft) Riser Diameter (in) Riser Type 'Flat Orifice Number Diameter Height (in) (ft) 3l— Show Bioretention !Open Table Bioretention Volume at Riser Head (ac-ft) .008 Native Infiltration NO -- Page 15 PROJECT: PETERSON'S 76 STATION V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN The storm drainage systcm is designed to accommodate the 25yr/24hr storm event. A conveyance design will be provided with the building permit submittal. Terraforma Design Group, Inc. Page 16 PROJECT: PETERSON'S 76 STATION VI. SPECIAL REPORTS AND STUDIES Our Geotechnical Investigation will be provided with the Building Permit application. VII. OTHER PERMITS Not Applicable. VIII. EROSION/SEDIMENTATION CONTROL DESIGN Erosion Control BMP's will consist of a rock construction entrance, silt fencing, sediment pond, temporary swales and soil stabilization measures. Additional erosion control measures will be required as necessary to ensure that sediment -laden runoff is not discharged to adjacent properties. An Erosion Control Plan will be provided with our building permit submittal IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT Bond Quantities: to be provided with the building permit application. Facility Summaries: See Appendix B for the Civil Plans Declaration of Covenant shall be provided immediately prior to permit approval upon request from the City. X. OPERATIONS AND MAINTENANCE MANUAL Sec Appendix A Operations and Maintenance Manual. The O&M Manual will be provided with the building permit submittal. Terraforma Design Group, Inc. Page 17 PROJECT: PETERSON'S 76 STATION APPENDIX A - PRELIMINARY CIVIL PLANS SHEETS C1.1, C1.2, C1.3 Terraforma Design Group, Inc. LEGEND EXISTING PROPOSED - - - PRESENT, UNE RO.W. C011ER136E EASEMENT AC. PAVING COEAETE INTERURBAN AVENUE SOUTH a 5-5. 335'131V 150.00' WIN RACEAOEF9pFOR USE �x PROPERTY FOR 91E DeflOrair CITY OF SFATTIF PARCEL 0003000032 LSG COFFEE KIOSK 6447150 NEC 8 SEC OF NEC OF SEC. 15 8 NWC 8 SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA 48TH AVENUE SOUTH 541'45'6371e 200.00' INTERSTATE 5 OFF -RAMP. 4419 249.63 PROPERTY INFO PARE. N9 00000-0113 LOT B AS RECORDED ORDER BEA N0. L14-005. NINO COUNTY REC. 920140921900001. 9695 DE BEARING WON WSS SY EAST. A5 NEA5UI60 3E19E01 11115 �'ONTAL COMM POMS 9➢1-902 AID 9M-901 (MID ) IKRIICAL 061Ie1. RGS 5131100E C0013. PORT Na 939-511 BONG RE TOR Or FOUND CONCRETE 1/04111IENT 9 CASE AT 11E 91E75EC9GN 6 9 144114 5E. 5151 ARC 6 AND MACADAM RD. 5. ELEV. • sale US FEET (W') 19) a 70 I VICINITY MAP su•,E. PROJECT TEAM EOELEro3 TERIIAEORM4 CES0>N CROUP. 9K 5027 5151 AVENUE 5111. 90. 9FA6 S 96 CONTACT: PENN) DEOLRMAN, PEE PROW: (NO) 923-0500 EMAIL ReM1eManalxmo9xl9aRrecoe9m 095I®/ D1K10149 STEVE PE1ERS:01 10310 MIED116.149 MOUE S. 1W.9EA 16596166 NOE: (206) 03 -0149 DAM 41909mMcoxe 6N319 ELE. N OE9P1 MOUE. DC=TA. 8010 (: 03) LAN445 WALLACE MOW: (425) 405-7746 DIAL 41.1444.9.72337,79 GOVERNING AGENCIES CPADEG. m OTT Q RRMA 6300 FOC NIW BOATYARD MR.11 A 90 M WM CONTACT: WVD 116136011 NNE (206) 431-2449 eve0E POST MOO ENERGY ROME: (669) 521-7E9 PROJECT DATA ER. PROPER19 AREA. Ap71 Sr 9191 AC) P•i 760301Y AREA. 15.575 St (a62 AC) 0611/1610 AREA. 361.00e 9 (167 AC) ENI1N90RN 61AN51(S 91E STRIPPING • 310 BCY MGRA0E OJT • ITS BCY SUBORN ILL. • 401 BEY • FOR PERMO 16E MY ER. 0/191C 699ER1005 AREA. 04.990 SE PREP (MR 96NR796 AREA. 79 659 G NET 04ANDE 9297E 99707199E AREA- 46660 9 991 99R66 PSIMN DC PEW 111100PEAx PER FEW NFL 945159-6.57f NEAREST i100D LEVI 6 ELEVA1041 11.2 (NCVD29) COIKRNEN TO NM B N9 EMV14(M905ANIEe)• EFS(.1229 P 123 FEET). PROJECT INFORMATION: Z 0 1- co ,_ I10 CO 8 O UM) Li late W w ; E LU 2t a :2z REVISIONSOM) In DATE ISSUED: D9'9MN60 BY: DRAWN BY: CHECKED 8Y: 8.2.17 PAVING PLAN DRAWING NUMBER: C1.1 LEGEND EXISTING PROPOSED 17 Pa • ('ser) st srorol 3.ZCSLBeS INTERURBAN AVENUE SOUTH PRNERrt UNE ROM CENTMLOCE EASEMENT I` •.. .:� WNCREIE —Im— MAO. CONTOUR ▪ SPOT ELEV.. DUCE BREAK • - WATER MAN SEVER MAIN Ii D SIWIN GRAN • ENE NVMANT Vf NKTER NE. M MR VALVE • SENOR MANHOLE • STONN Cfi • STORM MANNOE - ELECTRICAL ME 1EldTIENE UNE GAS UNE PON. VAULT C 1 8 1-z.,—,:i1.5.4311V 15000 IT7 O PLACE NOTE `ON D4 PROPERTY On Cr SEATTLE T CITY OF SEATTLE PARCEL/ 0003000032 (1(5 (NE1RD) RI. 22 E. -4SO (.1,1W.S0 C.— D OwIEOW a (0) — 1 owl (woo) E. 7.22 0n'ESE(O COFFEE 2.1 .11111IIII, NEC 8 SEC OF NEC OF SEC. 15 8 NWC 8 SWC OF NWC OF SEC. 14,123N, R4E, W.M., CITY OF TUKWILA KING COUNTY, WA 40 MIN M K. FENCE ON TOP Of WALLS NENE EXPOSED IEINN EXCEEDS 30.MES ORSM. GRAZEATE TOP Of 91RMCE TOP Cr RA. MR) 0111.113/DaR sm. PER 045 SMUT III MNN CAD. TEO 0f FWIAT Ov EUR. 2' DEPTH, UMW. CECNFDSED COMPOST GE ENT COMMIE WALL rommuip fi' pA 1N4ER-GRAN PPE' PM 001E5 DOS 9EE7 'NDERORAIN AGGREGATE MIER BFDONIG LAYER' PER NOTES TM SHEET BIO-RETENTION SWALE RI (12'NE) ;;`„10 MALE: N.T.S. IIOREIENIN)N XI to M WAu- 11110 S. 6. IS EOM OU fi.RO ,----PERTMATED .• Pa SOUS MO... / NAM wu a MO CURET TO CAMBASAL 1 PLANTINGS voyR AN.W'vE MEETS ROJO •. » } INTERSTATE 5 OFF -RAMP. Tor BAR 6. 1740 OU IWO S52'46. 4 • E. 1.43 (Ei 1YSq E. I. (u.. nYl / . E. eInes u(10 *01 - na Yee vo PROJECT INFORMATION: Z 0 co (O N. U) co Ce LU a z I I WOWED wREVISIONS: oPe my ATM DATE ISSUED: 8.2.17 DESIGNED BY: DRAWN BY: CHECKED BY: GRADING & DRAINAGE PLAN DRAWING NUMBER: C1.2 ,ZC'TZfl 3,Z[,flJ14S LEGEND OWING PROPOSED ---- ---- PROPERIVU4 R0.u. 601ERINE — — — EASEY01t —100 — 0*0OYlGtarOuR spot OEVARu smur RR. BREAK - W_ — E.• RA. IRY RD. um . ____. slow MIA 07 00 FIRE MONT TB Y wATER KIER Y Y G.l VAL* 0 • SE\W Y.WgIE O • s10Ru FP ® : STORM uANNOLE — E — ELECTRICAL EM - --'-- —1— 1EIEP0ONEU2t —0— GAS ME u PORW VAY1 INTERURBAN AVENUE SOUTH C341'454311/ 150.00 O AISEEYENT PLACE R 415E OF ore cr SEAMS PROPERTY FOR 9E CITY OF SFATTI F PARCEL 0003000032 E-wsow110F1R0) E - . (sw..s1 = r--1 EC SUN (YEMO) E. 2.220553E COFFEE RI0 NEC & SEC OF NEC OF SEC. 15 8 NWC 8 SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWIL A KING COUNTY, WA CC 591.1,R.1R,1 E. 010.0 4- 131 airs) 48TH AVENUE SOUTH l/V' urn YrW S41'45'43W 200.00' INTERSTATE 5 OFF -RAMP Et co. mu- 10.62 E. 15.00 10*q yr Ia. EW CONVENIENCE STORE Et E. (P 6YRW2 E• 92 CR. 0 03 (IX 1Y51p E. 4.10 (Et 12"SE) SSW R. 1606 / 4- 602 (OYsl PARCEL 20 ft. ETERSON'S 76 STATION 40 REVISIONS: IID I I PMCC PROJECT /: salt DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 City of Tukwila Endangered Species Act Screening Checklist Date: August 16, 2017 Applicant Name: PM Design Group, Inc. RECEIVED AUG 162017 Community Development Street Address: 19401 40th Ave. West, Suite 200 City, State, Zip: Lynnwood, WA 98036 Telephone: 425-405-7746 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in adverse effects to salmonids - Chinook, Coho, Cutthroat trout or char - as defined by Section 9 of the Endangered Species Act (ESA). If potential effects are identified, the project may need further evaluation. Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if additional action is indicated. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Enviromnental Review Application FINAL 5-9-16.doc If ESA listed species are present or ever were present in the watershed where your project will be located, your project has the potential to affect them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. For more information on potential salmonid presence in your project area contact the Washington Department of Fish and Wildlife Habitat Biologist for your region, Washington Department of Fish and Wildlife or use the SalmonScape tool, WDFW SalmonScape. 1. Are ESA listed salmonids currently present in the watershed within which your project will be located? YesU No❑ Please describe. Salmon are present. 2. Has there ever been an ESA listed salmonid stock present in this watershed? Yes n Non Uncertain Please describe. Salmon are present. If you answered "yes" to either of the above questions you should complete the remainder of this checklist. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part A - PROJECT SPECIFICS: Project and Vicinity 1. Name of watershed: Duwamish 2. Name of nearest water body: Duwamish River 3. What is the distance from this project to the nearest body of water? 600 feet 4. What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc)? Interstate 5 on and off ramps. Interstate 5 north and south bound lanes 5. Is the project above a: • Natural permanent barrier (waterfall) YesQ Nolid • Natural temporary barrier (beaver pond) Yes No0✓ • Man-made barrier (culvert, dam) Yes L No�]✓ • Other (explain): 6. If answered Yes in #5, are there any resident salmonid populations above the blockage? Yesl J No ✓ Don't known \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part B - Project Specifics: Grading and Land Alteration 1. Does the project involve grading or land alteration of any kind? Yes ✓ No If your project DOES NOT involve grading please skip to Part C. 2. Will the project involve the modification of a watercourse bank between Ordinary High Water (OHW) and the top of the bank? If yes, which water course? This includes any grading on any slope leading to a river or stream, but does not require work below OHW. Yes No 3. Will the project involve the modification of a watercourse bank or bottom below OHW? If yes, please explain. Yes No I 4. Could the construction, operation, or maintenance of equipment for the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses? If no, please explain. Most projects involving grading have the potential to result in increased erosion and/or sedimentation as a result of land disturbance. Yes No 5. If the project involves grading, have you prepared a Temporary Erosion and Sedimentation Control Plan? Yes ✓ No If no, are you exempt under TMC 16.54.90? Yes No 0 6. Will the project result in new impervious services? Include all hard surface are such as rooftops, asphalt or concrete pavin , compacted surfaces, etc. Yes ✓ No 7. What percent of the project will be impervious surface (including pavement & roof area)? 88.4% W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part C — Project Specifics: Water Quality 1. Will the project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? Please explain. For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into the ground. Yes (✓ J No 2. Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include fuel properly stored in a vehicle fuel tank, but does include fuel or other chemicals stored on -site during construction. Yes U No 3. Will the project require long-term or re -occurring maintenance requiring the use of fertilizers, pesticides, or other chemicals? This may include landscape maintenance, bridge or parking lot cleaning, ice removal/melt, repeated chemical vegetation clearing, etc. Yes No I ✓I 4. Will turbidity be increased during construction or operation of the project? Please explain any measures to be taken to ensure turbidity is not increased. Construction near the water or below OHW often will increase turbidity, both on -site and downstream. Yes No 5. Will the project either reduce or increase shade along or over a water body? Removal of trees/vegetation or the building of over -water structures (docks or floats) will often result in a change to shade. Yes U No L✓ 6. Will the project require debris removal from below OHW of a water course? Debris includes, but is not limited to, fallen trees, logs, shrubs, rocks, piles, riprap, submerged metal, broken concrete, pipes, or other construction material. Yes U No W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part D — Project Specifics: Flow Alterations and Fish Migration 1. Will the project involve the direct alteration of the channel or bed of a water course? This includes both temporar and .ermanent modifications. If yes, please explain. Yes INo j 2. Will the project involve any physical alteration to a wetland which is connected to a water course? Few wetlands are isolated, most contain either surface or subsurface connection to aflowing water course. Yes I I No 3. Will water be rerouted, either temporarily or permanently as a result of the project? If yes, please explain. Yes No 0 4. Will a culvert be installed or removed as part of this project? Yes No 0 5. Will the project require withdrawal of surface water? If yes, please include amount and name or water body. Yes No 0 6. Will the project result in the withdrawal, injection, or interception or groundwater? Examples ofprojects that might affect groundwater include, but are not limited to, construction of a new well, changes in withdrawal from an existing well, projects involving prolonged dewatering, installation of French drains, swales, or sewer lines. Projects that require a geotechnical report ursuant to TMC 18.45.060 should answer Yes. Yes Li No ri 7. Will topography changes on the site affect the duration/direction of surface runoff flows? If yes, please describe chan ems. Yes No I J I 8. Will the project include bank stabilization? If yes, explain. Bank stabilization includes, but is not limited to, riprap, rock logs, soil, vegetated revetments, concrete structures, or similar. Yes No J ✓I 9. Will there be retention or detention ponds? If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface water body? Yes ✓ No L 1 10. Will the project involve any reduction of the floodplain or floodway by filling or other partial blockage of flows? If yes, how will the loss of flood storage be mitigated by your project? Yes No I 11. Will project include the construction of a new wetland or waterway that is connected by surface flow to an existing waterway that contains salmonids? Yes NoEl. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Enviromnental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part E — Project Specifics: Vegetation 1. Will the project involve the removal of any vegetation? If yes, please describe existing conditions and the amount and type of vegetation to be removed. Yes No I 2. Will the project involve the removal of any vegetation within 200 feet of OHW of a water course? If yes, please describe type, size, method, and amount of vegetation to be removed. A tree is defined by TMC 18.06.845 as any self-supporting woody plant, generally characterized by one main trunk, with a potential diameter of 2inches or more at breast height and a minimum height of 10 feet. Yes No 3. If ve etation is to be removed, do you plan to mitigate by replanting? Please explain. Yes No ✓ W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc A. Background 1. Name of proposed project, if applicable: Peterson's 76 Station 2. Name of applicant: PM Design Group, Inc. 3. Address and phone number of applicant and contact person: 13310 Interurban Ave. S, Tukwila, WA98168 Applicant Phone Number: 425-405-7746 Contact Person: Duncan Wallace 4. Date checklist prepared: August 16 2017 5. Agency requesting checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): the site development is scheduled to begin upon the issuance of site and building permits. It is anticipated that Construction could begin as early as February of 2018 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No plans 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. The environmental information that will be prepared directly related to this proposal includes the following: * Geotechnical Report * Traffic Report * Drainage Report * Asbestos Inspection of Existing Stuctures 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None SEPA CHECKLIST —Peterson's 76 Station 08/17 Page 2 of 18 10. List any government approvals or permits that will be needed for your proposal, if known. The applicant may be required to obtain some or all of the following approvlas and permits: • Land use plan approval • Planned Action Certification • Civil engineering plan approval for all site improvements • National Pollutant Discharge Elimination System General Permit • Storm Water Pollution Prevention Plan • Joint Aquatic Resource Permits Application for Hydraulic Project Approval • Asbestos removal permit • Demolition permit • Grading permit • Building permits • Right of Way access permit • Plumbing permit • Electric permit • Mechanical permit • Right -of -Way Use permit • Lane closure permit • Road closure permit • Haul route permit • Traffic control plan • Rockery permits • Sign permits • Puget Sound Air Pollution Control Agency Permit • Department of Ecology License for Gas Pump Installation • Fire Department permit for Gas Pump Operation 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The property is a rectangular parcel. The dimensions are as follows; Southwest Boundary: Frontage on Interurban Ave. S 102.14' Northwest Boundary: Fronatage on 48th Ave. S. 245.00' Northeast Boundary: 149.85' Southeast Boundary: 249.63' The proposed development will include new 6 island fuel area with a canopy, +/-10,000 sf 2-story convenience store and a coffee kiosk. A copy of the site plan is attached to this SEPA check list. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 3 of 18 of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Location: The subject project is located in the SE corner of Interurban Ave. S. & 48th Ave. S. in the City of Tukwila, King County Washington. Address: 13310 Interurban Ave. S., Tukwila, Washington 98168 Tax Parcel ID No.: 0003000113 & 0003000045 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (Circle one): Flat, rolling, hilly, steep slopes, mountainous, other: The site topography consists of a light slope that descends from the southeast to the northwest with an overall relief of approximately 3 feet. b. What is the steepest slope on the site (approximate percent slope)? 8% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. The Geologic Map of the Des Moines Quadrangle indicates that the site is underlain by Alluvium. Alluvium deposits by the Duwamish River is variable in composition and density, and typically consists of soft to stiff silt with areas of peat overlying loose to dense fine grained volcanic derived sand. A soils report has been completed by Stantec dated December 5th, 2013 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. The proposed purpose, filling, Excavation and grading proposed are as follows: Purpose: to construct project in a manner that allows for traffic flow, building construction and drainage. Type: cut to remove unsuitable soil and import of fill to bring project to grade per approved plans. SEPA CHECKLIST— Peterson's 76 Station 08/17 Page 4 of 18 Approximate quantities: volumes of cut and fill are currently estimated at 1,713 yards of cut and 410 yards of fill. Import Material for fill: to be obtained from County Approved gravel pit and or other sources that can provide suitable fill material for the site. Purpose For Cut and Fill: The purpose for the cut and fill is to create a commercial site that provided street visibility of the sturctures, good traffic circulation and parking, and suitable site material for the construction of the proposed buildings. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes. During rain events erosion of disturbed area could occur. g. 2. Air Yes. On -site construction will utilize City of Tukwila Best Management Practices (BMP). Following construction, erosion potential would decrease when drainage is controlled and cleared areas are constructed and/or re -vegetated. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Upon completion of the development and building improvements, approximately 88+/-% of the site will be covered with impervious surface. Temporary measures to control erosion could include sedimentation ponds, filter fences, diversion swales, chemical treatment and/or other Best Management Practices (BMP). a. What types of emissions to the air would result from the proposal during construction., operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. During construction activities there would be increased exhaust and dust particle emissions to the ambient air. Objectionable odors could be caused by the roofing of the commercial buildings or the paving of streets and site. After construction, the principle source of pollution would be exhaust from vehicle traffic. The increase in automobiles associated with the development would contribute emissions, typical to automobiles, to the ambient air. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Vehicular emissions from traffic on nearby roadways would be the primary off - site source of air pollution that could affect the proposal. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Should construction activities be undertaken during the dry season, periodic watering, if deemed necessary, could be used to control dust? Automobile SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 5 of 18 emissions should be negligible because of the standards regulated by the Washington State Department of Ecology. Operation and installation of the fueling station will comply with all federal, state and local air quality regulations. Stage 11 vapor recovery, which is collection of gasoline vapors from the vehicles being fueled, will be used at all dispensers. These vapors are returned to the underground storage tanks. Stage I vapor recovery, which is collection of all gasoline vapors in the underground storage tanks displaced during tanker truck filling of tanks. These vapors are transferred to the tanker truck. Vent risers have pressure caps to prevent unnecessary release of vapors to the atmosphere. 3. Water a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River is located Southeast of the site on the other side of 1-5 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. There is no proposal for extraction or fill in the wetlands. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No surface water withdrawal or diversion is anticipated with this project. Some minor localized drainage basin diversion may occur but it will be limited to the immediate site area. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan No. SEPA CHECKLIST— Peterson's 76 Station 08/17 Page 6 of 18 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. Post development storm water runoff containing some pollutants (primarily oil and debris washed from the road system and commercial site), along with water- soluble cleaning products, would be collected by the storm drainage system. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. Any alteration to the direction or rate of flow of ground water due to grading operations should be localized on -site. Release of groundwater on to adjoining properties would not vary from the present condition. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The development will be served by Public Sewer provided by the City of Tukwila Sewer District. c. Water runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Through the construction of site improvements and building. The existing runoff pattern would be locally modified. Runoff generated as a result of this development would be generated by building roofs, parking lots, sidewalks, roadways and other impervious surfaces. This water wound be collected by the storm drainage system and directed to one or more on site storm retention/detention facilities. The site drains to one primary basin which is located on North and Northeastern portions of the site. The drive slab where cars park during fueling is covered with a canopy to minimize exposure to rain and the resulting impact to the storm system. The proposed design isolates the drive slabs from the overall site drainage and directs all drive slab drainage through an oil/water separator and into the sewer system or system of choice by the City of Tukwila. 2) Could waste materials enter ground or surface waters? If so, generally describe. Refer to Surface Water response 3.a.6 and Ground Water response 3.b.2. SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 7 of 18 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. No 4) Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Temporary erosion control devices would be installed during construction. After construction, storm water runoff will be collected via the storm water collection system and directed to detention/retention facilities. Routing of drive slab drainage to oil/water separator then sanitary sewer or system of choice by the City of Tukwila. 4. Plants a. Check the types of vegetation found on the site: _x deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other x shrubs _x_ grass pasture crop or grain Orchards, vineyards or other permanent crops. wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Existing vegetation will be removed as necessary for the site development improvements. The site development area will be cleared with retention of vegetation in the undeveloped areas. c. List threatened and endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Development would reduce existing vegetation. Cleared and graded areas would be revegetated with some native species and species common to urban areas. e. List all noxious weeds and invasive species known to be on or near the site. None known 5. Animals SEPA CHECKLIST— Peterson's 76 Station 08/17 Page 8 of 18 a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other Songbirds b. List any threatened and endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None e. List any invasive animal species known to be on or near the site. None known 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and Gas would be the primary sources of energy for the proposal and would be used for heating, lighting and other miscellaneous purposes for the commercial use of the property. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The inclusion of energy conservation measures will be provided in accordance with the Washington State Energy Code. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 9 of 18 Yes, Environmental health risks would include exposure to gasoline during fueling of automobiles, risk of fire and a unlikely potential for contamination of environment by petroleum products in the remote event of a spill or release of fuel. This would be greatly reduced by proposed measures described in 7(a)(2) 1) Describe any known or possible contamination at the site from present or past uses. None to our knowledge 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. None Known. There is the the possiblity of asbestos and lead paint in the existing structures which are to be demolished as part of the development of the site. If hazardous materials are discovered, they will be diposed of per Federal, State and local regulations. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. During construction, oil and fuel for construction equipment will be used on site. Following the completion of the project underground storage tanks for fuel will be stored on site for sale to customers. Grease traps will be installed underground at the convenience store to collect grease that may be generated from food preparation. 4) Describe special emergency services that might be required. In the event of an explosion or spill, the City of Tukwila has emergency fire trucks and EMT's would respond to any emergency. 5) Proposed measures to reduce or control environmental health hazards, if any: State regulations regarding safety and the handling of hazardous materials would be enforced during the construction process. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risk of hazardous material entering surface water is minimized. Hazardous material containment equipment will be located onsite. Following completion of the convenience store fueling facilities the equipment would be monitored maintained and inspected per the State of Washington regulations. Fuel is stored in double walled underground storage tanks with electronic sensors in the annular space between the tank walls. Fuel is routed through double wall piping with electronic sensors monitoring the annular space. Piping is sloped back to the tank where any product in the annular space would be collected and contained in a sump with an electronic sensor. The main product line is connected a pressure sensing detector that will automatically shut off the pumps if a drop in pressure is detected. All sensors other than the pressure detector are hooked to a main console with visual and audible alarms inside the kiosk. SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 10 of 18 Dispensers are equipped with automatic shut off devices in the event that a dispenser is run over or a hose is inadvertently left in a cars fill tube when it drives off. Dispensers are equipped with sumps underneath to contain potential leaks of piping or connectors within dispensers. The tanks are equipped with spill buckets around the fill tube to prevent spills during refueling. Tanks are equipped with overfill protection devices that positively shut off tank refueling prior to the tanks being overfilled. The complete underground storage tanks system exceeds the strictest federal, Washington State ecology and Puget Sound Clean Air Authority requirements. The site is equipped with fire extinguishers and emergency shut off devices for use by the public and one located at the cashier's counter. Employees and drivers are trained in emergency procedures. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise from traffic on surrounding roadways would have a minimal impact on the project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. Noise levels would be intermittently high throughout construction. Construction would be done in accordance with any City of Tukwila Ordinance. After construction, commercial activity and traffic noise created by daily vehicular trips would increase ambient noise levels in the vicinity. 3) Proposed measures to reduce or control noise impacts, if any: Standard construction procedures would be used in the site development and construction of the commercial buildings. Construction would be done in accordance with any City of Tukwila Noise Ordinance. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The property is currently a fueling station with a convenience store. The property is fronted by Interurban Ave. S. which is heavily traveled by vehicles since it is a connector to the on/off ramps to 1-5. The adjoining property uses are as follows: o To the Southwest, the property is fronted by Interurban Ave. S. Across the street is vacant property up to the interchange of 1-5 and WA 599. o To the Southeast, the property is fronted by 1-5 off ramp. o To the Northwest, the property is fronted by 48th Ave. S. Across the street is a Shell station. o To the Northeast is a truck fueling station owned by the developer of this proposed project. SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 11 of 18 b. Has the project site been used as working farmlands or working forest lands? No If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? Not applicable If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? Not applicable c. Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No d. Describe any structures on the site. The property is currently developed as a fueling station with a convenience store. e. Will any structures be demolished? If so, what? All existing buildings will be demolished as a part of the development of the new fueling station and convenience store. f. What is the current zoning classification of the site? CLI g. What is the current comprehensive plan designation of the site? Unknown h. If applicable, what is the current shoreline master program designation of the site? Not applicable i. Has any part of the site been classified as a critical area by the city or county? If so, specify. No j. Approximately how many people would reside or work in the completed project? Approximately 3-4 k. Approximately how many people would the completed project displace? SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 12 of 18 None I. Proposed measures to avoid or reduce displacement impacts, if any: None m. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Project is compatible and applicable with the current zoning n. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: None 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None c. Proposed measures to reduce or control housing impacts, if any: None 10. Aesthetics. a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height of any structure would be +/-40'. Exterior building materials are expected to be comprised of a combination of wood, brick veneer, metal, glass and composite, materials. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: The observance of building setbacks, retention of native vegetation during construction where possible and the provision of ornamental and native landscaping would reduce aesthetic impacts of the project. 11. Light and glare SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 13 of 18 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The proposal would produce light from automobile headlights, street lighting and commercial use lighting, primarily at night. One source of light will be from the under canopy lights which will be illuminated during evening hours. Lenses will be flush mounted instead of dropped to reduce glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not to our knowledge. Night lighting would actually promote safety in the area. c. What existing off -site sources of light or glare may affect your proposal? Surrounding existing uses which are minimal based on current development. d. Proposed measures to reduce or control light and glare impacts, if any: Shielding and lenses will be used to reduce horizontal glare. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None known b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. Historic and cultural preservation a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. None to our knowledge b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? None known SEPA CHECKLIST— Peterson's 76 Station 08/17 Page 14 of 18 This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? None known Please list any professional studies conducted at the site to identify such resources. None c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. None. No study was done as this area has not been an area where studies are required. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. None 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. The site has frontage on 48th Ave. S. with two existing accesses which one will remain in place. The other will be moved SW towards Interurban to allow for smooth onsite flow to the new site amenities. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? The site is served by Sound Transit with a bus stop across Interurban Ave S. from the site. c. How many additional parking spaces would the completed project or non -project proposal have? 15 vehicles stalls, 13 standard stalls and 2 handicap stalls along with a bike rack for 5 bikes. Also there are 17 vehicle parking spaces counted at the fueling island positions. d. How many would the project or proposal eliminate? None e. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). The project will require some improvements on 48th Ave. S. as part of the approach relocation. f. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 15 of 18 g. How many vehicular trips per day would be generated by the completed project or proposal? The existing fueling station has 4 islands. The new fueling station will have 6 islands with a net icrease of 286 trips. If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? Unknown h. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No i. Proposed measures to reduce or control transportation impacts, if any: None 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally No. The current use and the proposed use are the same. b. Proposed measures to reduce or control direct impacts on public services, if any. None. The current use and the proposed use are the same. 16. Utilities a. Circle utilities currently available at the site: Electricity, natural gas, water, refuse service, telephone, sanitary sewer, Other: internet and cable. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Utilities that will service the site are as follows; Sewer: Tukwila Sewer District Water: Tukwila Water District Gas: Puget Sound Energy Electric: Puget Sound Energy Cable: Comcast Internet: Comcast SEPA CHECKLIST— Peterson's 76 Station 08/17 Page 16 of 18 Telephone: Verizon All of the services above are currently available to the property. The construction of the project development improvements will result in the use of each of the above services. Each of the providers may have specific construction requirements in order to service the site. Those specific requirements are not fully known at this time. C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. PM Design Group, Inc. Signature: By: Duncanallace Name of signee Duncan Wallace Position and Agency/Organization Applicant Date Submitted: August 16, 2017 ATTACHMENTS: • SITE PLAN • VICINTY MAP SEPA CHECKLIST — Peterson's 76 Station 08/17 Page 17 of 18 City of Tukwila Allan Ekberg, Mayor Department of Community Development — Jack Pace, Director NOTICE OF COMPLETE APPLICATION September 11, 2017 Duncan Wallace PM Design Group, Inc. 19401 40th Ave W, Suite 200 Lynnwood, WA 98036 Subject: SEPA Environmental Review, Peterson's 76 Station (E17-0011) Dear Mr. Wallace, Your application for a SEPA Environmental Review permit is considered complete on September 11, 2017 for the purposes of meeting state mandated time requirements. Following receipt of this letter, you will have 14 days to install a public notice board at the site for the City to post Notices of Application/Hearing, or to pay FastSigns a public notice board fee for installation of a public notice board (see the City of Tukwila 2017 Land Use Fee Schedule for current rate). This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at 206-431-3683 or Max.Baker@TukwilaWA.gov. Sincerely, Max Baker Assistant Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1 VI. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340, a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E17-0017", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Max Baker Date: February 8, 2018 E17-0011 Staff Report 2/8/2018 5 CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION...;: Site Address: 13310 Interurban Ave. S. Tenant Name: Peterson's 76 Station King Co. Assessor's Tax No.: 0003000113, 0003000045 Suite Number: PROPERTY OWNER Name: Steven Peterson Address: 13310 Interurban Ave. S. City: Tukwila State: WA Zip:98168 Scope of Work (please provide detailed information): CONTACT PERSON = person receiving all project, communication Name: PM Design Group, inc. / Duncan Wallace Address: 19401 40th Ave. W., Suite 200 City: Lynnwood State: WA Zip:98036 Phone: 425-405-7746 Fax: Email: dwallace@pmdginc.com Demo existing 4 island gas station w/convenience store and build new 6 island gas station w/convenience store Type of Existing Use: Gas Station w/Convenience Store Is existing building vacant? No Type of work: ❑ New ❑ Addition ❑ Change of use Type of Proposed Use: Gas Station w/Convenience Store PERMIT APPLICATION NOTES Size of Existing Use: For how long? ® Remodel ❑ Tenant Improvement Size of Proposed Use: Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is nott transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. 1. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Date: August 16, 2017 Print Name: Duncan Wallace Mailing Address: Same as above Day Telephone: 425-405-7746 W:\PW Eng\OTHERVreurie W: rle\Forms\Traffic Concurrency Application 2-9- 12.docx Page I of 2 bh City State Zip CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone. (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 13310 Interurban Ave South, Tukwila, WA 98168 application review, for the limited time necessary to complete that purpose, for the purpose of 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 1I6.1/l)t c� (city), OR"- (state), on / ,g; } 2!'274 (P >I 4 4C7 /'� C' ✓ S r� �.r✓ , 20 Iq' v 6 xr / z c le �'/., ,, a✓,� r fj (Address) (Phone Number) ignature) On this day personally appeared before meSi-an It k,i to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS Notary Public State of Washington AUTUM PASCHICH My Appointment Expires Nov 17, 2018 NOTAR1 j.,IC in and for the State of'ashing'g on residing at TiOuv j �'a t/� j th DAY OF alutgikSt— , 20 My Commission expires on r \\cilysture\City Common\Teri - DCD\Kirby12016 Applications\Design Review -Public Hearing -March 2016,dacx Nbv 1-412.d‘' RECEIVED AUG 16 2011 Community Development • COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: i 1. Application Checklist (1 copy) indicating items submitted with application. 1 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". 1 4. Application Fee: See Land Use Fee Schedule. 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: 6. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). ✓ 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. RECEIVED AUG 16 2011 Community Development \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx Check items submitted with application Information Required. May be waived in unusual cases, upon aayroval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: 1 9. Vicinity Map with site location. 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area S secial Study Guidelines for additional information. ✓ 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". \\citystore\City Common\Teri - DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Ste 100 Tukwila, WA 98188 Telephone: (206) 431-3670 SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: File Numbe • Application Complete Date: V -QM L Project File Number: Application Incomplete Date: Other File Numbers: CBZ l I--OM' NAME OF PROJECT/DEVELOPMENT: Peterson's 76 Station BRIEF DESCRIPTION OF SCOPE OF WORK: Demo existing fuel station and construct new 6 island fuel station with new canopy, fuel tanks and 10,000+ sf 2 story convenience store. This application requires public notice. Please see section 7of the application checklist. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13310 Interurban Ave. South Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0003000113 & 0003000045 DEVELOPMENT COORDINATOR/ PROJECT CONTACT: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. RECEIVED • PLEASE PRINT CLEARLY Name: PM Design Group, Inc. / Duncan Wallace Address: 19401 40th Ave. West, Suite 200 AUG 16 2017 Community Develnpmpnt CITY, ST, ZIP Lynnwood, WA 98036 E-mail: dwallace@gmdginc.c fm Signature: Phone: (425) 405-7746 Date: August 16, 2017 \\citystore\City Common\Tdsi- DCD\Kirby\SEPA to fix\SEPA Environmental Review Application FINAL 5-9-16.docx • s.....n=d = SQUARE FOOTAGE 517E DATA PROJECT INFORMATION: _ U' m .zcm 13A PETERSON'S 76 STATION PTSO\ ' S /6 m iti c' --0 0 13310 INTERURBAN AVE S. M STORE DESIGN & CONSTRUCTION g N A n N TUKWILA, WA 98168 y C) O m D 3:. 13310 INTERURBAN AVE SOUTH c� -� A 7 N 0� C i TUKWILA, WA 98168 c= C) o_ °' Z x x x m , , . , , . , E. a NOG PROJECT #: PTW16001.0 I SD 3 FIRST FLOOR Building Use Occupancy Classification Square Footage ADDRESS/LOCA110N: 13310 INTERURBAN AVE 5 ':A.�•'""emu' - goSales Area Convenient 5tore M VB 3715 TUKWILA, WA 98168 Restrooms Convenient St ore VB 558 APN: 000300-0113 •$ c..a"'""." ' . Storage Convenient St ore S-2 VB 494 AN: 000300-0045 ‘‘.44....444. Coolers Convenient Store M VB 1763 v«z-+.a 9 u,� �• _+ � Future Quick Serve Convenient Store M VB 154 MUNICIPAI IT' CITY OF TUKWILA r . wrM.«, Office Convenient Store B VB 160 ACRES) -may mg*�£ @8. 'Y Cashier Convenient Store M VB 246 PROJECT SITE AREA' 30,818 SF (.71 41,315 SF (.95 ACRES) « ..• , e'"� v..nn. :t FIRST FLOOR TOTAL 7090 TOTAL SITE AREA' F72,133 SF (1.66 ACRES):. . "n . .,w.i n.ONenx.. • SECOND FLOOR Building Use Occupancy Classification Square Footage 1 ANDSCAPE AREA REQUIRED: 7,754 SF Pne • B �, Office Convenient Store B VB 753 PROVIDED: 7,876 SF Storage Convenient Store 5-2 VB 1697 10,021 }: -•° Balcony Convenient Store VB 481 TOTAL HUH DING AREA; SF SECOND FLOOR TOTAL 2931 EXISTING TONING: CU TOTAL 10021 e...,^,. ,� PARKING' s,� -, ,- COFFE KIOSK 8 VB 200 1. PARKING REQUIRED: 2.5 STALLS PER 1,000 SQUARE FEET • v, FUELCANOPY 5230 10,242 SF / 1000 • 2.5 = 25.06 26 STALLS REQUIRED -PARKING PROVIDED: 28 STALLS IAA s• - �,, sin.-' �.",4. ' * ACTUAL AREA SHOWN IS 1.66 ACRES PER COUNTY PARCEL VIEWER NO SCALE NO SCALE VICINITY MAP B SITE INFORMATION C STOP I * I ACu I f NEC LANDSCAPE, NEW PEDESTRIAN I IB 43'W 150.00='� ... �� ( TYP. ACCESS FROM N 48TH AVE S S41'45'43'W 1399.73' (MEAS.) PUBLIC s1q€w�K i NTRANCE ONLY ' AP�1]-65' \NO EXIT" SIGN NEW LANDSCAPE,— TYP. S41'45 4 .00' 4 D' 1 cn °^ NEW CONCRETE— '* D NEW CONCRETE 1N _ — to. •N41:45:43"E:2,45:00 • �..� i._.—.—.—.—.—.—.�, _ .—.—.—. 0 N1� a , T i i 5 i _ i,.�. 25 ... O rile gni y • • •.j \ '� 22 NEW O I / l/�/,,. ., ,! / .. ;/' I it ■ In �� CANOPY BIC CLE FAGK gg 1 % /,/ ^ FUELING / Hy X _'•6 co 22•-4" /• ���i ® 0 :''"- LOADING ZONE EXISTING TRUCK - N / ISLAND , ;,;,! ! �-,.:,.;:;,,,,: ,,,,;,: -. / 1 FUELING CANOPY I '. SETBACK . 1. ,Y.� 0 *- ® ^ 7 ! iL .«J / K. I a• I lik ::"1,e-i-74 : I'- s,'I, ©. u o. /.,..:,:-;=::==_'-' III I • m,.?1''>%= is Al Irgiiii - []o op ,,,}�: :;> l ret°- VNDERCTANKS _ - - L _ .: %.!:% i om W N .'o I 16iI %fix ' . �_-I O z EMPLOYEE _z_ .MC O PARKING x - -_- •_ 0 10 20 40 60 80 O x_x SCALE 1'_20'-0" 1 1 41 a I — 1 1" = 30'-0" A SITE PLAN !V E 62011 unity pment . VICINITY MAP (NOT-TO-SCALE),�.I (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) //// -X _ //_ LUMINAIRE (CUM.) YARD LIGHT POWER METER POWER POLE JUNCTION PDX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SUMO SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS N01ED) GAS METER GAS VALVE WATER VALVE (WV) FIRE N1'ORANT(01) / CONNECTION(FDC) WATER MANHOLE WATER METER BLOW -OFF / AINVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) SITE BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING UNE CHAIN LINK FENCE W000 FENCE BARBED WIRE FENCE HOGWIRE FENCE WATER LINE GAS LINE OVERHEAD/UNDERGROUND TEL LINE OVERHEAD/UNDERGROUND PWR. LINE STORM LINE SEWER LINE EVERGREEN TREE DECIDUOUS TREE FOUND MONUMENT IN CASE CONC. FILLED 2' PIPE W/TACK (FEBRUARY 2013) MO 5/8' REBAR/CAP&TACK •BRH LS#6434/18723/22333" (FEBRUARY 2013) FIRE HYDRANT POWER POLE W/TRANSFORMER AND UG WIRE JBOX GUY ANCHOR 6'X2.5' TEL VAULT (7 UTILITY VAULT Jp. WATER VALVE 4 / 4= 'fl64+ • 46 \ ` cif •'"��,, 9L� FOUND MONUMENT IN CASE BRASS PIN IN 4-X4" CONC P05T MIX INTERURBAN AVE & 52ND/56TH AVE S. (FEBRUARY 2013) CB STD. GRATE 15 MINUTE PARKING SIGN ROUND ONC. TABLE / APN 76 CON0C0- PHILUPS SIGN HEIGHT=22.59' RAIL BOUNDARY AND TOPOGRAPHIC SURVEY NO PARKING SIGN LOT LIGHT GAS VALVE ESPRESS. STAND kMET 'OW' 0003''0-0032 /KEMPLOYEE PARKING SIGN POWER POLE W/TRANSORMER AND UC WRE TEL. RISER TEL M/H LOT LIGHT CB-F CB-G CB-H FOUND LEAD & TACK (FEBRUARY 201 RA KING •=SIGN UTILITY VAULT ,•• RAMP BLOC. •, BLDG AREA= 1,542* S.F. LOT LIGHT GUARD RAIL (2) WATER FAUCETS JBOX POWER POLE W/TRANSORMER, LUMINAIRE, AND UG WIRE GATE CHAIN (SUSPENDED) GATE POST FOUND TACK & WASHER (FEBRUARY 2013) O BOB0 L`l BOLLARD ,GtIT iA BOLLARD AIR CONDITIONER POWER METER CIWNUNK FENCE (4) GAS VENTS BLDG CDR. 1.2' NW OF PROP. UNE POWER CONDUIT LINE TO ESPRESSO STAND (ABOVE GROUND) CHANLINK FENCE 2.1' SE OF PROP. UNE POWER POLE W/TRANSFORMER AND UG WIRE UTILITY VAULT GATE POST BLDG AREA=5,6222 S.F. PARCEL A HAM 000300-0, I FOUND MONUMENT IN CASE 2" BRASS DISK 2/01' CL OF 481H AVE S i (FEBRUARY 2013) 4J. •'dk WATER VALVE FIRE HYDRANT POWER METER.' e.0 CLEANOUT FIRE PROT. STD PIPE WATER LINE (LOST TRACE) GAS LINE LOT & VALVE (LOST TRACE),,, - LIGHT SITE BENCHMARK: SET MAO NAIL EL=18.36' TRASH ENCLOSURE,G., SET I/O" REBAR & CAP 'BCE 40016' (TYP.) TABLE OF INVERT ELEVATIONS: 11" PINE 15" PINE CHAINLINK FENCE 2.2' SE OF PROP. LINE SSMH-A (METRO): RIM=21.22' 18" GONG I.E. E 7.22' 18' CONC I.E. W = 7.22' 18' CONC I.E. 5 = 7.22' SSMH-B (METRO): RIM=22.17' 36" CONC I.E. NW = (-4.28) 36' GONG I.E. 5E = (-4.38) SSMH-C: RIM=18.86' 12" CONC 10 NE = 9.02' 12' CONC I.E. SW = 8,92' 12' CONC I.E. SW = 14.43' APN 000300-0030 LOT LIGHT 5' PINE 13' PINE 17" DECIDUOUS 16' DECIDUOUS 8" DECIDUOUS LOT LIGHT CHAINUNK FENCE 2.1' SE OF PROP. UNE TABLE OF INVERT ELEVATIONS: CB -A (28' DIA): RIM=19.74' 8" CONC I.E. NE = 18.24' CB-B (28' DIA): RIM=19.78' 6" CONC I.E. N - 18.38' CB-C (28" DA): RIM=18.76' 6' CONC I.E. SW = 17.26' CB-D (STD. GRATE): RIM=17.93' (TYPE i) 12' GNP I.E. NW T. 14.99' 12' CMP O.F. TOP T. 16.63' CB-E (STD. GRATE): RIM=17.47' (TYPE I) 12• CMP I.E. NW = 15.49' 12" CMP O.F. TOP = 16.99' CB-F (STD. GRATE): RIM=19.21' (TYPE I) 8' AOS I.E. W - 16.91' 8' ADS I.E. SW = 16.46' CB-G (STD. GRATE): RI14=18.80' (TYPE II) 8" ADS I.E. NE = 15.00' 12' CONC I.E. SE = 14.80' 12' CONC I.E. N = 14.70' 12' CONC I.E. W = 14.80' CB-H (VANE GRATE): RIM=18.41' (TYPE I) 12" CONC I.E. NW = 14.66' 12" CONC I.E. SE = 14.56' CB -I (VANE GRATE): RIM=18.60' 12' CONC I.E. NW = 14.60' 12' CMP I.E. SE = 14.40' CB-J (SOLID LID): RIM=19.62' 12" CONC I.E. SE = 15.07' 12' CONC I.E. NE = 15.02' SDMH-A: RIM=16.99' SSMH-D: RIM=19.91' (CITY OF TUKWILA) 12" GCMG I.E. NE = 14.51' 18" CONC I.E. 5E = 7.31' 12' CMP I.E. NW = 14.44' 18' CONC I.E. NW = 7.36' 12' CMP I.E. SE = 14.39' 12' CONC I.E. NE = 7.91' 12" CONC I.E. SW = 14.43' 8' FIR 0 15 30 60 Dram SCALE: 7=-30' BASIS OF BEARINGS: NAD 83/91 SOUTH 8035"57" EAST, AS MEASURED BETWEEN :NOS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901. LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY ORDER NO.: 1357644, DATED FEBRUARY 4, 2013) PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION LAND CLAIM NO 38, AND OF THE CYRUS C LEWIS DONATION LAND CLAIM N0. 37, SECTIONS 11, 14 AND 15 TOWNSHIP 23 NORTH, RANCE 4 EAST, WIL AMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A CONCRETE MONUMENT AT THE INTERSECTION OF THE CENTERLINE OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY, WITH THE CENTERLINE OF 48TH AVENUE SOUTH AS RECORDED UNDER AUDITORS FILE N0. 6313596, RECORDS OF KING COUNTY, WASHINGTON. THENCE NORTH 41'45'35" EAST ALONG SAID CENTERLINE 270 00 FEET, THENCE SOUTH 4814'25" EAST 25.00 FEET TO THE SOUTHEASTERLY MARGIN OF SAID 48TH AVENUE SOUTH AND THE POINT OF BEGINNING: THENCE CONTINUING SOUTH 48'14'25- EAST 194.98 FEET TO THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY N0 1. AS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT, CAUSE N0 591370; THENCE NORTH 52'46'36" EAST ALONG SAID NORTHWESTERLY MARGIN 268.65 FEET; THENCE NORTH 413'14'25" WEST 196.32 FEET TO THE SAID SOUTHEASTERLY MARGIN OF 48TH AVENUE SOUTH; THENCE SOUTH 41'45'35" WEST ALONG SAID MARGIN 263.70 FEET TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF THE STEPHEN FOSTER 00NATION LAND CLAIM N0. 38 IN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH. RANCE 4 FAST, W. M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A P01NT WHICH BEARS NORTH 81'44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE ON THE CENTER UNE OF THE DUWAMISH-RENTON JUNCTION ROAD NOW PAVED, SAID CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER SECTION CORNER BETWEEN SIJO SECTIONS 14 AND 15; THENCE NORTH 4036' EAST A DISTANCE OF 20000 FEET; THENCE SOUTH 49'24' EAST A DISTANCE OF 163 FEET, MORE 0R LESS, TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 A5 SAID MARGIN WAS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE N0. 591370; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO A P01NT FROM WHICH 111E POINT OF BEGINNING BEARS NORTH 49'24' WEST; THENCE NORTH 49' 24' WEST TO THE POINT OF BEGINNING. VERTICAL DATUM: NAVD 88 VERTICAL BENCHMARK: WGS VERTICAL CONTROL POINT N0. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AI THE INTERSECTION OF S. I44TH ST., 51ST AVE. 5. ANO MACADAM RD. 5. ELEV. = 160.16 US FEET (NOD 88) DATES OF SURVEY: FIELD SURVEY BY BARGHAUSM CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBERS: AP,N, 000300-045 AND 000300-0113 REFERENCE SURVEYS: 1. R.0.5., REC. NO. 7409230426 2. R.O.S., REC. NO. 8202039010 3. R.0.5., REC. N0. 9803099003 4. ALTA/AGSM SURVEY BY BUSH, ROED & HITHCINGS, INC., DATED 1-30-89 5. SITE AS -BUILT MAP BY JOHN E. EWING AND ASSOCIATES, DATED 3-11-80 LOT AREAS: PARCEL A: 45,000E S.F. (1.032 ACRES) PARCEL B: 25,1040 S.F. (0584 ACRES) TOTAL LOT AREA: 70,104 S.F. (1.61± ACRES) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TRIMB_E 5800 AND A LEICA TCR703 SUPPLEMENTED WM1 FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY UNES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LOUD BOUNDARY SURVEYS AS SET FORTH IN RAC 332-130-090. RECEIVED AUG 16 2017 e 17-001! CoDem unity SURVEYOR'S CERTIFICATE: T0: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER TAY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SRE AS OF THE DATE OF THE FIELD SURVEY, FEBRUARY 18TH. 2013. OWEN B. HILLE P.LS. WASHINGTON REGISTRATION N0. 40016 -28-Ze, DATE 50 TOPOGRAPHIC SURVEY CC Q 0 CO m f NE1/4 OF SEC. Z O G) co a LL O i- a H co PETERSON'S 76 0 U 13310 INTERURBAN AVE S. TUKWILA, WA 98168 II of pl 0 o u $ o O VT LJ Li n CM CM W N CT CM CO CO N 01 ,0 OD n In 13 TT- W Y �� (10 File: P:\16000s\I 6066\survey\7 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA F-.'11—Te�forma\I—Projects\16018—PEFERSON-76\16018—CMLd,g modified by Pedw at Aug 09, LEGEND EXISTING PROPOSED ---- PROPERTY UNE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE zrcn�/a�c /xm INTERURBAN AVENUE SOUTH I I I : f• • S411'45'43”W 150.00' , NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPFRTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARC EL# 0003000032 1' LSC • - - COFFEE KIOSK FFN21.50 • \- I 1 , 451NEW CURB & OMER 48TH AVENUE SOUTH S41' 45'43''W 200.00' NEW.0ONC4SIDEWAU1. r 25 NEW ORro. ANTERSJATE 5 OFF -RAMP- - - ------------ 74' ± NEW CURB & CUTTER PROPERTY INFO PARCEL NO: 000300-0113 LEGAL DESCRIPTION LOT B AS RECORDED UNDER BLA NO. L14-005, KING COUNTY REC. #20140821900001. BASIS OF BEARING SOUTH 88'35T57T EAST, AS MEASURED BETWEEN WGS HORIZONTAL CONTROL POINTS 93H-902 AND 93H-901 (NAD 83/91) VERTICAL DATUM WGS VERTICAL CONTROL POINT NO. 93V-513, BEING THE TOP OF FOUND CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF S. 144TH ST., 51ST AVE. S. AND MACADAM RD. S. ELEV. = 160.18 US FEET (NAVD 88) <3 I I a t- ING UNE PARCEL 00031000045 00 VICINITY MAP I SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedroOterroformadesigngroup.corn OWNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,98168 PHONE: (206) 433-0149 EMAIL: steve@xmine.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwalloceElOoldginc.com GOVERNING AGENCIES gRADING. DRAINAGE ROAD WATFR. SEWER. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD #100 TUKY6LA, WA 98188 CONTACT: DAVID MCPHERSON PHONE. (206) 431-2448 EMS. PUGET SOUND ENERGY PHONE: (888) 321-7779 PROJECT DATA EX. PROPERTY AREA= 30,871 SF (0.71 AC) NEW PROPERTY AREA= 35,575 SF (0.82 AC) DISTURBED AREA= 38,008 SF (0.87 AC) EARTHWORK QUANTITIES: SITE STRIPPING = 310 BCY SUBGRADE CUT = 1713 BCY SUBGRADE FILL = 401 BCY I' FOR PERMIT USE ONLY EX. ONSITE IMPERVIOUS AREA= 22,990 SF PROP ONSITE IMPERVIOUS AREA= 79 650 SF NEC CHANGE ONSITE IMPERVIOUS AREA= +6660 SF FLOODPLAIN SITE IS NOT WITHIN THE FEMA FLOODPLAIN PER FEMA FIRM #53033C0957F. NEAREST FLOOD LEVEL IS ELEVATION 14.2 (NG1929). CONVERSION TO NAVD 88! ELEV(NAVD88)= ELEV(NGVD29 + 3.23 FEET). REC 10 1VED AUG 16 2017 Community Development 20 I 1 Inch 20 11. AN PROJECT INFORMATION: cf) Z Cr) < .— 00 CO CC 01 < LLI z UJ VI SC •-• F- I 0 40 0 REVISIONS: REQUIRED Dor A061:11 NEM .17 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 PAVING PLAN DRAWING NUMBER: C 1 . 1 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA LEGEND EXISTING PROPOSED ---- PROPERTY UNE R.O.W. CENTERLINE EASEMENT CONCRETE .AI• -100 - GRADING CONTOUR 90.00 SPOT ELEVATION I : • SWALE GRADE BREAK 8" # WATER MAIN _ SEWER MAIN - _ oD_ 12" D STORM DRAIN • FIRE HYDRANT • WATER METER • GATE VALVE o 1 SEWER MANHOLE 0 ▪ STORM CB • STORM MANHOLE ELECTRICAL UNE TELEPHONE UNE GAS LINE 1-p-1 POWER VAULT HrC,3,.ZC,�/om INTERURBAN AVENUE SOUTH e. I .4V4543"W 20. EX. SSMH (METRO) RIM= 21.22 \ 1E= 7.22 (110E,SE.SW) L=3 NOTE AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) RIM= 22.17 IE= -4.38 (36'NW,SE) 4.- - _ COFFEE KIOSK FF. 21.50 21.40 "Q. OVERFLOW EL (0)- • OVERFLOW BEEHIVE GRATE Am. TOP OF SURFACE BIORETENTION SOIL MIX PER NOTES THIS SHEET 1.0' STORAGE DEPTH EX. SSMH, RIM= 19.91 1E= 7.91 (12"NE) 1E= 7.36 (113.61W) 1E= 7.31 (18'SE) • 6" DIA. "UNDER -DRAIN PIPE" PER NOTES THIS SHEET "UNDERDRAIN AGGREGATE FILTER & BEDDING LAYER" PER NOTES THIS SHEET BIO-RETENTION SWALE SCALE: N.T.S. BIORETENTION #1 TCP OF WALL= 20.50 SURFACE DIM= OW SURFACE EL= 18.10 IE OUT 15 60 48TH AVENUE SOUTH S41'45'43"W 200.00 _ _ EX._12'S _ 42' HIGH CHAINUNK FENCE ON TOP OF WALLS WHERE EXPOSED HEIGHT EXCEEDS 30-INCHES. TOP OF WALL (TW) 6" DIA. UNDERORAIN RISER / CLEANOUT MN CAP. TOP OF RISER AT OVERFLOW ELEVATION. 2' DEPTH, ORGANIC, DECOMPOSED COMPOST CEMENT CONCRETE WALL PERFORATED 4' PVC, S0R35 FOOTING DRAIN. SURROUND 9119 3/4' WASHED ROCK OR PEA GRAVEL (6' MIN. THICK). OUTLET TO CATCH BASIN. PLANTINGS PER LANDSCAPE SHEETS BIORETENTION #2 TOP Of WALL= 20.00 SURFACE DIM= 7'x16' SURFACE EL= 17.60 IE(OUT)= 15.10 EX CB, RIM= 19.62 lE= 15.07 (12"SW) lE= 15.02 (12"NE) 1011): ,.!1•.,.724MT:/,' 27 • r0 02620 " 1 *?' TCHIBASTIS 161111N 20. AREA'DRAIN .70 .SENER SYS 2 4- 20.25- TP122110 • TV' -INTERSTATE 5 OFF -RAMP- 3 2'46. • •- EX. CB, RIM= 18.99 IE= 14.44 (EX. 12'NW) 1E= 14.43 (EX. 12'SW) 1E= 14.39 (EX. 12'SE) IE= 14.51 (EX 15"NE) 159> EX. SSMH, RIM= 18.86 1E- 9.02 (1230E) 1E= 8.92 (12"SW) PARCEL _ J._4. _ SOW, R1M-19.4± 1E- 14.80* a 'D ri L,J6T611,'r I_ -1 7 .1 RECEIVED AUG 16 2017 Community Development 10 I 11 1 Inch = 20 ft. C. 7.- oall PROJECT mmRMmm. REVISIONS: REOUIRED NOE A061:111 NEVE" 41.11 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 GRADING & DRAINAGE PLAN DRAWING NUMBER: C 1 .2 erraforma\1—Projects\15018—PETERSON-76\I6018—CMLdwg modified by Pedro at Aug 14, 2017 — 7:53am LEGEND EXISTING PROPOSED PROPERTY UNE R.O.W. CENTERLINE EASEMENT 1P' ----- 100 GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK B"•W WATER MAIN SEWER MAIN - _ 12 0 - - STORM DRAIN YI Y FIRE HYDRANT ® ♦a WATER METER 54 H GATE VALVE i • SEWER MANHOLE ❑ ■ STORM CB STORM MANHOLE --c-- -E— ELECTRICAL UNE --- *-- T TELEPHONE LINE ----- G- GAS LINE rP, POWER VAULT -0- UTILITY POLE STREET LIGHT BOLLARD OH' PARKING LIGHT INTERURBAN AVENUE SOUTH r 1 -541'45'43"W 150.00' _ 1 NOTE. AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL# 0003000032 EX. SSMH (METRO) RIM= 22.17 E= -4.38 (36°NW,SE) EX. SSMH, RIM= 19.91 IE= 7.91 (12'NE) IE= 7.36 (18"NW) X .«IE= 7.31 (18"SE) se 7-7- EW CONVENIENCE STORE = 21.10 1.5' WATER METER & RPBA - 0- PARCEL W' 0003 00045 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA EX. SSMH (METRO) RIM= 21.22\ IE= 7.22 (187E.SE.SW) COFFEE KIOSK FF.21.50 NEW 3/4" WATER METER 48TH AVENUE SOUTH S41'45'43"W 200.00' ---- ` NEW FIRE EX. 12°S HYDRANT ,CAT BASINS MITHIN FU FU AREA BRAY TO 'SANIT Y SENER SYS 1 EX. CB, RIM= 19.62 IE= 15.07 (12"SW) IE=15.02 (12"51E) INTERSTATE 5 OFF -RAMP. ..I S52 46,44• '1" IRRIG. - �- X. i4 4EU VA - NEW GREASE INTERCEPTOR EW POWER, .......'� TRANSFORMER 9:63'- NH— EX. CB, RIM= 18.99 IE= 14.44 (EX. 12'NW) 1E= 14.43 (EX. 12'SW) IE= 14.39 (EX. 12-SE) 1E= 1451 (EX. 15"NE) EX. SSMH, RIM= 18.86 IE= 9.02 (12"1,1E) IE= 8.92 (12"SW) 4 I 1 ELOCATE PARKING LIGHT ELOCATE PARKING UGHT RELOCATE TANK 1 VENT RISERS ONTO BLDG RECEIVED AU6 16 2017 Community Development 11 1 1 Inch = 20 R. 1:1NL ENGINEERING & LANDSCAPE ARCHITECTURE g PROJECT INFORMATION 0 117-7 /V W co) 03 CO O1 6 V K Q `~wLLI (9ar ZJ M Y I I 0 0 a PMDG PROJECT #: REVISIONS: REQUIRED DT: DATE Ancv.l REMY 63.IY DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 8.2.17 UTILITY PLAN DRAWING NUMBER: C1.3 NEC & SEC OF NEC OF SEC. 15 & NWC & SWC OF NWC OF SEC. 14, T23N, R4E, W.M., CITY OF TUKWILA, KING COUNTY, WA INTERURBAN AVENUE SOUTH PLANT SCHEDULE TREES SYMBOL SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES GROUNDCOVER SYMBOL CARPINUS BETULUS 'FRANS FONTAINE' FRANS FONTAINE HORNBEAM MALUS 'RED BARRON' RED BARRON CRABAPPLE SCIENTIFIC NAME COMMON NAME 4 2 " CAL (MIN.) 2" CAL (MIN.) QUANTITY SIZE (MIN.) AS SHOWN 20' MATCHING FORM, SINGLE TRUNK, MIN, BRANCHING HOT. 5' MATCHING FORM, SINGLE TRUNK, MIN. BRANCH HEIGHT 5' SPACING (MAX.) NOTES �r'1'rrrH !l//jj// ❑ C-T CRASS PERENNIAL RYE MIX HYDROSEED MAHONIA REPENS LOW GROWING 0REGON GRAPE IEUCRIUM CHAMAEORYS GERMANDER 1'0118NKLEVINCA MINOR, JUNCUS ENSIFOLIUS DAGGER LEAF RUSH Icr -S4i'45'43"W 150.00' NOTE: AGREEMENT IN PLACE FOR USE OF CITY OF SEATTLE PROPERTY FOR SITE DEVELOPMENT CITY OF SEATTLE PARCEL( 0003000032 12.5' - TY. 1 LANDSCAPE BUFFER NOTE: PORTON OF CITY OF EATTLE PROPERTY TO BE U DEVELOPMENT USE. EX. UN VELOPED AREA USED A5 PAR FRONT BUFFER ALONG INTERU AN AVE. 2400 5F - 115 150 50 ZO 1 GALLON 1 GALLON I GALLON 1 GALLON 24 ' TRIANGULAR 24 " TRIANGULAR 24" TRIANGULAR 24' TRIANGULAR NOTE: - CONTRACTOR TO VERIFY QUANTITY FOR GROUNDCOVER. GROUNDCOVER NOT REQUIRED IN TREE WEELLS OR UNDERNEATH SHRUBS. INSTALL PER MFG. RECOMMENDATIONS. N0 NET SOD IF DURING WINTER SEASON FULL MULTI STEMMED, HEALTHY FULL MULTI STEMMED. HEALTHY FULL BUSHY. MULTI -STEM FULL BUSHY, MULTI -STEM SHRUBS SYMBOL SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES CORNUS ALBA IVORY HALO' IVORY HALO VARIEGATED RED TWIG DOGWOOD MISCANTHUS SIN. 'YAKU .AMA' COMPACT MAIDEN GRASS RHODODENDRON 'DREAMLAND' DREAMLAND RHODODENDRON PINUS MUGHO MUCHD PINE POTENSLLA 'ABBO1SW00D' AB80TSW000 CINQUIFOL V ._.. • • ;-2--- ._..- 48TH AVENUE SOUTH 541'45'43"W 200.00' r BIORETENTION W/ WALL 12.5'- TY. 1 LANDSCAPE EUFFER a. SPIREA 'COLDFLAME' GOLOFLAME SPIREA VIBURNUM DAN011 DAVIO'S VIBURNUM VIBURNUM 11NUS SPRING BOUQUET VIBURNUM —i�®IL.L1I.1/i,i Ic ��. / °d1�� hd \ �5 eta : tt Nt � r 4 ,r+ R 71 N �M ,'n N{F9�f rariP �� .1 * ,>% z0 +A'4 J.L . !:- 5 36 3 12 16 20 21 10 3 GALLON 1 GALLON 5 GALLON 2 GALLON 2 GALLON 2 GALLON 2 GALLON 3 GALLON AS SHOWN AS SHOWN A5 SHOWN AS SHOWN A5 SHOWN A5 SHOWN AS SHOWN AS SHOWN FULL. MATCHING FULL MATCHING FULL MATCHING FULL MATCHING FULLMULTI-STEM FULL.MULI1-STEM FULL MULTI BRANCHED FULL MATCHING NOTE: - SHRUBS TO BE la^ TALL MINIMUM, INCREASE CONTAINER SIZE TO MEET REQUIREMENT. 12.5' TY. 1 EXISTING LANDSCAPE BUFFER E_ LANDSCAPING 1 BE REMOVED: — REUSE PLANT MATERIAL IF SIBLE y o , FFl%6A CONVENIENCE STORE LANDSCAPE PLANTING PLAN I I I EXISTING LANDSCAPING TOI BE REMOVED: 1 REUSEFEASIBLE PLANT MATERIAL IF I ©© I o V EXISTING 1 LANDSCAPING REELACEI 1 DAMAGED MATERIAL ITI.� 1)3 CONSTRUCTC4.1 • i 1 PROJECT TEAM LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW, SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: akemi®terraformodesigngroup.com OWNER / DEVELOPER STEVE PETERSON 13310 INTERURBAN AVENUE S., TUKWILA, WA,96168 PHONE: (206) 433-0149 EMAIL: stWMN©lminc.com ARCHITECT PM DESIGN GROUP, INC. CONTACT: DUNCAN WALLACE PHONE: (425) 405-7746 EMAIL: dwallace&pmdginc.com GOVERNING AGENCIES PP AL NNING CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD #100 TUKWILA, WA 98188 CONTACT: MAX BAKER PHONE: (206) 431-3670 h X ST C PROP- D-V- OFFI SSzgs'44"W 268.65F20 10 I — 1 inch = 20 ft. 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The engineer and/or architect must determine the applicability of the layout to existing or future veld conditions. This lighting plan represents illumination levels cafated from laboratory data c taken under controlled conditions in accordance with The Illuminating Engineering Society (ICS/ approved methods. ActuActualpert ormance of any n nufacturer's Luminaires may vary due to changes in electrical Voltage, tolerance In lamps/LEO's and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. ENO VIEW SIDE VIEW XLCW LED Wall Sconce PERSPECTIVE VIEW SIDE VIEW I END VIEW Luminaire Schedule Symbol Sty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts IM 17 A SINGLE CRU-SC-LED-HO-CW MTD @ 15' 1,000 N.A. 18056 139,6 -M 7 B SINGLE XLCS-FT-LED-HD-CW SINGLE -22' MT HGT 1.000 N.A. 15535 138.6 41 4 C SINGLE XLCW-S-LED-SS-CW-UE MTD @ 14' 1.000 N.A. 3806 41.3 Calculation Summary Label Calc Type Units Avg Max Mln Avg/Min Max/Min ALL CALCS @ GRADE Illuminance Fc 2,02 41.3 0.0 N.A. N.A. CANOPY Illuminance Fc 27.32 41.3 14.8 1.85 2,79 CANOPY- BACK Illuminance Fc 15.84 28.5 6.1 2,60 4,67 INSIDE CURB- BACK Illuminance Fc 1.84 11.3 0.1 18.40 113.00 INSIDE CURB- FRONT Illuminance Fc 4,56 12.6 0.6 7.60 21.00 RECEIVED AUG 16 2017 Community Development Total Protect Wotts_1 Total Watts = 3508,601 1 • LIGHTING PROPOSAL .m.>. LO-139161-1 76 STATION TUKWILA, WA EXTERIOR SHEET 1 er,Mvc DATE, 7/31/17 12EVe_03_17 OF 1 SCALE: 1'=20' 0 20 �'-4 1/9. ELECTRICAL PANELS STORAGE ■' MIT mcWCALKOOL—IN ER ■II ■II MI! _.III Ell \1. III �= I WALK—IN MI/ FREEZER ■II 29'-U 1/4' 31'-19 1/2' ,{'✓ 8 I/41 29' 9 3/4' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111110111111111111illllllllllllllllllllllllllllllllllllllllllllllltllllllllllllllllllllllllllll IIII 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIII I I I 1 I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII191IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 __ nlnnnlllnnlmmlllllnmmlnllnnlllnnoounounnoonun nlnnnnllunlllllnnlnummnll911nlnnmm�lolllnwwlnllll911nuIIlnelnlnmm�mnmm�mnonnllwnnlllnlnullnmll nllnn Inlnlnnnlllnnlo nmm�nlnnnnlllullllunllnnlnllnlnnmmu 1111�111111111I1111111,1111I111111111111111I11I�111I1I1111�1I11I1�1111111111I111111�1111111�1I11,111111�1111111111111111111,111�111�11111�11111�1111111IIIIIIII(11111111I111�111111�1111111I1111I1111I1I11II�11�1I11I1,1�111111IIIIIIIIIIIIIIIIIII111111 IololnnNl9unllluunlllllnlllo111111119111111111uIIIIIIn111119111nIIIIInIIIIIn1911nINullnlllllnlllnlnnnnlnnlnnnn-1 WALK—IN COOLER MOTORCYCLE DISPLAY MAIN FLOOR PLAN 31'-5 1/4' 104.-5 1/4' i 8 1/41 IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ( I I I I I I I I1111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIII1111111111111111111 IIIIIIIII I IIII II I III II II IIII I I II III II I I IIII IIIIIIIIIIII IIIIIIIII f • lido I ! `dII 11.1! — i COFFEE BAR OPEN DISPLAY COOLER FUTURE QUICK SERVE • o 3Y-17 5 1/4' CASHIER QUICK SERVE WALK—IN OFFICE/ STORAGE WOMEN'S RESTROOM IT 23' 1' Git-ovi/ I A PM DESIGN Architectural Solutions Group Z 0 F U � D o L00 ~i1 al >,— c Z <m OU • « m� ce < Z Y o REVISIONS: DATE ISSUES DESIGNED BY: DRAWN BY: CHECKED BY: 9.22.16 XXX xxx xxx MAIN FLOOR PLAN DRAWING NUMBER: A 1 0 0 Y 2 32-6 3/4' STORAGE DISPLAY AREA 127' 4 1/4' { AREA O`�e DISPLAY AREA OPEN TO BELOW BALCONY 2 0 Lf 2' 6 1/4' 36' 4 3/4" ti' Xf-II 1/Y ,' 36' 4 3/4' 03' 9' OFFICES UPPER BALCONY 23' 71/4" STORAGE RECEIVED AUG 16 2017 Community Development 2 23' 7 1/4' e/7-00// NCio PM DESIGN Architectural Solutions Group Z 0 C� o 1 mco to > m Z am O CD oUo m3 ( /1 Z �a WZY 0 O� 0 IN n Log z 0 co z 0 LLJ f— zg uJ 3 0 lio REVISIONS: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 9.22.16 XXX XXX XXX UPPER FLOOR PLAN DRAWING NUMBER: A101 UPPER FLOOR PLAN 1/4" = I._O" A S'DU THWEST ELEVATION 1/4 PLAN KEYNOTES OI SKYLIGHTS Ot 115SF51GN O3 MECH Eourvenrr EXTERIOR FINISH LEGEND EXTERIOR: CONCRETE FINISH: Cpl1 MFR. NIA COLOR NATURAL AWNING FIMER A(= MFR. PONE AWNING MIRAW COLOR BLACK BRICK VENEER ®i MFR ram. MATERIALS MODEL SLIMBRCK • REDONOO GRAY FASCIA FINISH MFR. FINE AMR/GCE/PAW COLOR BLACK METAL FINISH: MM. CORI. MODEL MO. RUSTED WOOD KNISH MFR: WA COLOR STAINED TO MATCH WM WOOD RNSR ® Mr/RITE@NRONAL MODEL FM. 0E00140 CROWD! MAI 11� O M RNSHIX� S1 S .0 lD MODEL Zwx 6 AUG 16 2017 Community' Development LaE SEE DOOR AND WINDOW SLFEWIESHEET FOR GOORMD WINDOW FRAME FINISH REFERENCES. Ee r—Qvi/ PM DESIGN Architectural Solutions Group z 0 ▪ _ % • r V • OG0 ▪ Lu • U)) >CO Z <o5 OCC m3 \/ / WJ W ZY W� o I IN n I I O to PROJECT INFORMATION: REVISIONS: 1600,11, 1.4011.011111 Nielt AW�1e DATE ISSUED: 9.22.16 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX EXTERIOR ELEVATIONS DRAWING NUMBER: A200 NORTHWEST ELEVATION 1/4" = 1'-0" .Wu®iilllllllll(III;1 NORTHEAST ELEVATION NO SCALE PLAN KEYNOTES OSKYLIGHTS O BO SF SIGN O MECH EWI%AEM ODISPLAY LOX O EXTERIOR FINISH LEGEND EXTERIOR: CONCRETE FWSH. CONI KM: WA COLOR HAMM AWNING AN. MFR'. PIKE AWNING COMPANY COLOR. BLACK BRCKVENEER ®1 MFR, MUIWL ROVER. MODEL SLIMRRIC • RE00N000RAY ;AMA MISR MFR. PIKE AIMING COMPANY COLOR BACK METAL FINISH: MFR'. CORTEN MODEL MO. RUSTED WOOD FIMIT APR WA COLOR STAPLED TO MATCH WPC WDODRNSR I= MAR KAYO INTERNATIONAL MODEL IXT. DECKING GOLDEN WOOD R6H MFR. KAYO INTHDNTOIML MODEL MT. MAHOGANY MI. MCD LLB c.CE/ =1 AUG 1 6 2017 OVC FRFW7B 0 M nt 6/7-wOON PM DESIGN Architectural Solutions Group PROJECT INFORMATION: REVISIONS: FORM irn F vM DATE ISSUED: 9.22.t6 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX EXTERIOR ELEVATIONS DRAWING NUMBER: A201 SOTHEAST ELEVATION NO SCALE A ILIrL I:Ili-L.r2. ..'.LIT -I LI r, T :L: 1:: is ::a::. -I I 7.1 PROPOSED KIOSK ELEVATION — DRIVE THRU SIDE 1/2 PROPOSED KIOSK SIDE ELEVATION 1 /2" = 1'-0 4f L: ::I...I...I...1...I._I:::1: 11 In (DjNE — — — .m NMI MNNM nil N :I:::::::I: 4 RECEIVED AUG 16 2017 Community Development C/? -ooi/ PM DESIGN Architectural Solutions Group 76 STATION REVISIONS: OAR DATE ISSUED: 9.22.16 DESIGNED IERIOR xxx DRAWN�6 I XXX CHEF4Di81ti/ATI°Ns xxx PROPOSED KIOSK ELEVATION — WALK—UP SIDE 1/2'� = 1-p� PROPOSED KIOSK SIDE ELEVATION 1/2" = 1'-0" DRAWING NUMBER: A202 Owocv/ AUG 16 2017 Community Development e.‘ AUG 1 6 2017 Community Development e7.049 AUG 16 2017 Community Development CON1 CONCRETE FINISH MTL1- METAL FINISH MFR: N/A MODEL: COLOR: NATURAL AWN1 AWNING FINISH MFR: PIKE AWNING COMPANY MODEL: COLOR: BLACK BR1 BRICK FINISH MFR: MUTUAL MATEIALS MODEL: SLIMBRICK - REDONDO GRAY FAS1 FASCIA FINISH MFR: PIKE AWNIG COMPANY MODEL: COLOR: BLACK MFR: CORTEN A606-4 RUSTED NOTE: WD1 WOOD FINISH MFR: N/A MODEL: STAINED TO MATCH WD3 WD2 WOOD FINISH MFR: KAYU INTERNATIONAL COLOR: EXT. DECKING - GOLDEN WD3 WOOD FINISH MFR: KAYU INTERNATIONAL EXT. MAHOGANY SIDING AUG 16 2017 Community Development PM DESIGN Architectural Solutions Group REVISIONS: 1771, DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 9.22.16 DRAWING NUMBER: