Loading...
HomeMy WebLinkAboutPermit PL13-031 - SPENCER JON - STARBUCKS DESIGN REVIEWSTARBUCKS 15848 TUKWILA INTL BLVD PL13-031 L13-033 DESIGN REVIEW L13-034 BSIP BINDING SITE IMPROVEMENT PLAN DESIGN REVIEW '' March 4, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Jon Spencer 2009 W. Littleton Blvd, STE 300 Littleton, CO 80120 RE: Starbucks Land Use Applications Design Review Application (L13-033) BSIP Application (L13-034) Dear Mr. Spencer: On September 10, 2013 the City of Tukwila provided you a comment letter with regards to your pending Starbucks design review application at 15848 Tukwila International Blvd. On that same day, in a separate letter, the City notified you that the pending binding site improvement plan application was on hold until the design review comment letter was addressed. As of today, the City has yet to receive a response to the City's September 10, 2013 comment letter. Pursuant to Tukwila Municipal Code 18.104.130, the City is canceling both applications (L13-033 and L13-034) because you have failed to respond to the City's comment letter. If you wish to continue your project you will need to submit new applications. Please note that any vesting under the previous land use applications has terminated. If you have any questions, please cal 206) 431-3684 or send an email to Brandon.Miles@Tuk .gov. Since raiidon Iles Senior Planner cc. Files (L13-033 and L13-034) COPY 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 September 10, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jon Spencer 2009 W. Littleton Blvd, Ste 300 Littleton, CO 80120 RE: Tukwila International Blvd Starbucks Design Review Application (L13-033) Dear Mr. Spencer: The above design review application was submitted to the City on July 2, 2013. Also, submitted with the application was a binding site plat application. Below is the City's comment letter for the design review application. Until the site plan has been finalized it would seem prudent to hold off on review of the binding site plan. I had hoped to review the City's comments in person, but my emails to Andy Paroline have not been returned. A. Site Circulation The proposed site plan provides challenges for vehicular access to and from the site. As proposed, cars going to the proposed Starbucks will enter via a curb cut on the existing retail building site. Cars will then swing north and drive through the Starbucks site before making a left turn movement and heading north to exit. This presents several issues: 1. A choke point is created where traffic enters the Starbucks site from the retail building site. This is the same point where cars will take a left and head north through the Cendant property. The proposed landscaping in this area would likely prevent vehicles from being able to see one another. This seems problematic for cars entering the site and for those leaving the site. 2. The ADA stalls on the Starbucks site must cross traffic of individuals going to and from the Starbucks. There also appears to be inadequate sight distance for the ADA crossing with regards to the left turn movement from the building. 3. Finally, it is unclear how the proposed Starbucks will impact the vehicular movement on the retail building site. Is it the intent to have the flow of traffic on the retail traffic site be one way? Sheet C201 states that the lane of travel on the retail building site is 20 feet; however, that measurement assumes that there will be no obstructions within the lane width. The parking stalls along the front of the building do not meet code and, according to sheet C201 are only 15 feet in depth. This means that cars parking in these stalls extend into the drive lane. City code requires that the length of these parking stalls be a minimum of 21 feet. One possible solution to consider would be to have all ingress and egress to and from the Starbucks site be from the north. B. Site Design 1. The proposed crosswalks need to have a distinct appearance and not simply be the white crosswalk design. You could choose to install a distinct material or could consider a material that can directly be applied to the asphalt. The walkways should also be slightly raised. C. Building Design Planning staff has no comments on the overall building design. Early in the permit process the City met with Starbucks to discuss concerns about the proposed size of the building. Starbucks concern was that the City's requirement that the building be accessible to pedestrians had driven up the project costs. The City would like to first work with you to address the site design issues above before having a more in-depth discussion regarding pedestrian access. Provide details on the design of the trash enclosure. Staff would recommend split face CMU, painted to be consistent with the colors of the main building. The gate should be metal or other hard durable material. Chain- link is not durable and typically gets easily damaged. D. Signage The proposed wall signs appear to be too large. Please note that the size of wall signs is driven by public entrances to the building. Staff does consider pedestrian walk up windows to be public entrances. If a pedestrian walk up window is provided, the maximum wall sign permitted on that facade would be 20 square feet. All other facades could have wall signs up to ten square feet. Staff is unable to determine if the project Starbucks logo on the front facade meets code. E. Landscaping 1. In order to verify that there is no conflict, show the location of the monument sign on the landscaping plan. 2. Show above and below ground utilities on landscape plan to ensure there are no conflicts. 3. Sheet L101. Remove the note regarding installation of weed barrier — it's not effective in most locations, as weeds seed in on top of it and are impossible to pull out and bark mulch washes off it, leaving it exposed. 4. Sheet L101. In the wider areas of the planting strips (i.e. the NW, SW, and SE corners) substitute a tree species with a broad canopy instead of the Bowhall Maple. Suggestions: Acer miyabei Morton, or Acer freemanii Autumn Blaze or another species altogether, such as a conifer 5. Sheet L101. Bowhall Maple has been found to cause serious pavement buckling in our region where space is insufficient. Substitute another tree species with less invasive roots for the narrow spaces where this maple is specified, or specify installation of a root barrier for these areas. 6. Sheet L102, Landscape Note 8 - Soil Preparation: till in topsoil to a depth of at least 18 inches. Minimum organic content of soil should be 10% to meet Washington State Best Management Practices for landscaped areas. 7. Sheet L102, Landscape Notes: Add detailed specifications for plant quality per ANLA standards, especially those related to root ball size, trunk in the middle of the root ball, branching, etc. Page 2 of 3 8. Sheet L102, Shade Tree planting detail: Delete staking detail. If high quality B&B trees are specified and obtained, no staking is necessary and can be detrimental to the trees. 9. Sheet L102, Shade tree planting detail. Delete tree wrap note. 10. Shade Tree and Shrub planting details: notes regarding planting depth: all plants are to be installed so that the tops of the rootballs are at the same height as surrounding ground level — no higher, no lower. 11. Shade Tree and Shrub planting details: notes regarding bark mulch. Specify that mulch is to be kept 2-3 inches away from trunks and crowns of plants. 12. A plan for irrigated the new plants will need to be provided. F. Miscellaneous 1. Since the building is over 500 square feet it will need to be equipped with fire sprinklers. This comment does not need to be addressed at this time, but will need to be addressed at the time of submission of a building permit. Next Steps Your next step is to address the comments listed in items A-E of this comment letter. City staff is more than happy to meet to discuss this comment letter and to discuss how to move this project forward. Please call or email me to set up a time to meet. I can be reached via phone at (206) 431-3684 or via email Brandon.Miles@Tukwilawa.gov. Sincerel randon J. Miles Senior Planner cc. File (L13-033) Page 3 of 3 I, MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: July 25, 2013 TO: PLANNING DEPT. — Brandon Miles, Senior Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer David. McPherson TukwilaWA.gov SUBJECT: Starbucks 15848 International Blvd. B.S.I.P., Design Review, and Miscellaneous Comments Design Review — L13-030 1. No Traffic Concurrency Test Fee. 2. No Transportation Impact Fee. 3. Project shall comply with Geotechnical Engineering Report, by Terracon Consultants, Inc., dated May 24, 2013, and subsequent geotechnical reports / evaluations. (B.S.I.P.) — L13-034 Prior to (B.S.I.P.), the following comments need to be addressed for Public Works: 1. Provide a `draft' copy of any Private Storm Drainage Easement and Maintenance Agreement for review by Public Works. Document shall be recorded prior to recording of the Final (B.S.I.P.), and the recording number be shown on the (B.S.II.P.) Survey Map. 2. Provide a `draft' copy of any Sanitary Sewer Easement and Maintenance Agreement for review by Public Works. Document shall be recorded prior to recording of the Final (B.S.I.P), and the recording number be shown on the (B.S.I.P.) Survey Map. Coordinate with Valley View Sewer District. 3. Provide a draft copy of any Private Ingress/Egress & Utility Easement and Maintenance Agreement. Within new Lots 1 & 2 for the benefit of new Lots 1 & 2 — as applicable. (1) Document shall be recorded prior to recording of the Final (B.S.I.P.) Survey Map, and the recording number be shown on the (B.S.I.P.) Survey Map. (2) Any Private Ingress/Egress & Utility Easement and Maintenance Agreement should include language stating who will maintain the paved area and utilities, and by what portion. (B.S.I.P.) Survey Map 1. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement (NOTE) on (B.S.I.P.) Survey Map. SAMPLE (for information only) follows — THIS (B.S.I.P.) CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR Page 1 of 2 THE BENEFIT OF THE OWNERS OF LOTS 1 AND 2 OF THIS (B.S.I.P.). OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS (B.S.I.P.) INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 2. Provide a legal description of any Private Ingress, Egress & Utilities Easement on the (B.S.I.P.) Survey Map. Show and label any Private Ingress, Egress & Utilities Easement on the (B.S.I.P.) Survey Map. 3. Provide a legal description of any Private Storm Drainage Easement on the (B.S.I.P.) Survey Map. Show and label any Private Storm Drainage Easement on the (B.S.I.P.) Survey Map. 4. Provide a legal description of any Sanitary Sewer Easement on the (B.S.I.P.) Survey Map. Show and label any Sanitary Sewer Easement on the (B.S.I.P.) Survey Map. Coordinate with Valley View Sewer District. SHT. 1 of 2 — No comment. SHT. 2 of 2 — No comment. Site Development Plan No comments. Miscellaneous Comments 1. Tukwila International Blvd. right-of-way (adjacent to this site) is within the (City of SeaTac). Verify with the (City of SeaTac) if they require any street frontal improvements. 2. Public Works permit information, plan submittal criteria, standards, and specifications; are available on the City's Web -Site. Go to the City Web -Site then click on City Department Directory / Public Works Department / Development & Permits. Then under Public Works Topics click on Customer Assistance Bulletins (CAB) and Development Guidelines and Design & Construction Standards and other topics as applicable. Contact information — Valley View Sewer District, Dana Dick (206) 242-3236 for Sanitary Sewer information. 3460 S. 148th Street, Suite 100, Tukwila, WA 98168 Water District 125, Mark Parsons (206) 242-9547 for Water information. 3460 S. 148th Street, Suite 110, Tukwila, WA 98168 markparsons(a�waterdistrict125.com Page 2 of 2 4 e of g anvil Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Mailing requested by: Brand n Miles Notice of Decision Mailer's signature: 4 ,i ti /( 0 ' } Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _12th day of _July , _2013_ Project Name: Starbucks Project Number: PL13-031 Associated File Number (s): L13-033, L13-034 Mailing requested by: Brand n Miles Mailer's signature: 4 ,i ti /( 0 ' } /� W:\USERS\TERI\TEMPLATES-FORMS\AFFIVIT OF DISTRIBUTION.DOC AGENCY LABELS 4 JA/3 03/ ( ) 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 ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife, MillCreek Office ( ) WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 WASHINGTON STATE AGENCIES ( ) Dept of Social & Health Services ( ) Dept of Ecology NW Regional Office, Shoreland Div. ******* 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 Section 3 KING COON ► AGENCIES p 4, -alth Department �; ort of Seattle ) C Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque Q�KC Public Library System ( ) Foster Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Westfield Mall Library ( ) ukwila School District Highline School District ( ) eattle School District ( ) Renton School District QWEST Communications eattle City Light uget Sound Energy Highline Water District eattle Planning &Dev/Water Dept Comcast Section 5 UTILITIES ) P Olympic Pipeline (al-Vue Sewer District ) ater District # 20 ater District # 125 ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities ( ) Allied Waste Services ( ) Tukwila City Departments ( ) Public Works ( ) Police ( ) Planning ( ) Parks & Rec ( ) City Clerk ( ) Fire ( ) Finance ( ) Building ( ) Mayor Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ity of SeaTac of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce ( ) Muckleshoot Indian Tribe * ( ) Cultural Resources ( ) Fisheries Program ( ) Wildlife Program ( ) Duwamish Indian Tribe * Section 7 OTHER L AGENCIES Puget Sound Clean Air Agency and Transit/SEPA ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( )t�ghline Times City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Mailincis For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (from PermitsPlus) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (printed out from PermitsPlus) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) — Site plan, with mean high water mark & improvements — Cross-sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Notice of Application PROJECT INFORMATION Starbucks Corporation is proposing to demolish the existing 3,218 square foot El Charro Mexican Restaurant at 15848 International Blvd and replace it with a 614 square foot coffee establishment. Other site work includes minor grading, construction of a garbage enclosure, parking, removal of the existing non- conforming sign and other minor site activities. The project is exempt from SEPA review. Projects applied for include: Administrative Design Review (L013-033) Binding Site Plan (L13-034) Other known required permits include: Construction and Demolition Permits Sign Permits Studies required with the applications include: Technical Information Report (TIR) FILES AVAILABLE FOR PUBLIC REVIEW The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at 6300 Southcenter Blvd, Suite 100; Tukwila, WA, 98188 or postmarked no later than 5:00 P.M. on July 26, 2013. Comments may also be emailed to Brandon.Miles@Tukwilawa.gov. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431-3670. For further information on this proposal, contact Brandon Miles at (206) 431-3684, Brandon.Miles@tukwilawa.gov or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: July 3, 2013 Notice of Completeness Issued: July 9, 2013 Notice of Application Issued: July 12, 2013 / / / / / 52.80' s0• LANDSCAPE GS) 3 "$88'3751 "E 185.62\ 00 //,/ LEGEND O / 1111 4—/7777/7/�/T?iT/ /7/777-777)7/7377-777/7/7/777777/7/7/7/7-77- Tj''' )i is AISLE ./,/IN �/ \ / UNCISCAPE AREA O IGHTRGN HYDRANT 1. bH LIGHT /// / i C cUMPACTPARxxq 014'02'29"E 6.74' ENISTINO RETAIL Y PARKING CALCULATION TABLE 1 1 BUILDING 7 IW / 1 / //� SVEHICULAR PARKINS TP'IxNl.ae1RESTAURANT • ASS ( 'SO S OF �IINB 0E N'�ytl �✓ TAL V. AC ii O i if I _ fX 1 088'37'511 N 185.84' II I ""—" / �/ o �� t J,--1---i7-TiT/T777r7T/7i/7r7r!?/r, CONSTRUCTION NOTES CONSTRUCT RLNSEVEMENT IAD OGA AL PRIOR. CONSTRUCTION. CONSTRUCT CONCRETE PAVEMENT IN ACCORDANCE WITH THE GEOTECNN,CAL REPORT PAVEMENT ECOmMENDATIONS INCLUDING. BUT NOT LIMITED TO TNE PAVEMENT SECT., MATER, AND SUEGRADE PREPARATION. COORDINATE MODIFICATIONS PATE TEE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPSOVAL PRIORI° CONSTRUCTION.OCONSTRUCT REPORT CONSTRUCTION.RECOrALENDATIONS INCLUDING. BUT NOT LPATED I'D TIE PAVEMENT SECTION. MATER), ANO SUSGRADE PREPARATION. COORDINATE MOCAF.ATIONS WITH ITIE OVINERVEVELOPIR CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO E.R 0 STRUCTPRIVATE CRBRAMPHYPEASSHOWNRESHEETC3O1AND Cm2,DETARE. 0P .NCH WIDE. WHrtE PARING LOT STRIPES AS SHOWN. ©PINT OR NSTALL WHITE OlOSSWALX BARG a-POOT LONG X rPOOT WOE .3FEET ON CENTER AS SNOW.. ® PAINT HANDICAP SYMBOL. RE SHEET C202. DETAIL a. C> PAINT OR INSTALL WHITE VEHICLE DIRECTIONAL ARROW. RE: SHEET 0202. DETAIL C. 0PAINT ORINSTALL ]2NCEMADE RHRE'STOP MR" ASSHOVE.. pa RHES.2.PEETONEEHreIm RATAVflO4NDHWRRRR0RE ® INSTALL HAND/CAP PAHANG SIGN. Dxlwe NAR PLACARDPLACARDWHERE SHOWN. RE: SHEET CEDE DETAILDETAIL.Ire dnI uHExT scx SHEET crm. DEreaw Q INSTALL PRE -MENU BOARD. RE: SHEET 0701. DETAIL D. ®Insrnu BIKE RACX. RE: SHEET Cmi. DETAIL e pINSTALL MENU BOARD AND ORDER POST. RE: SKEET' Cm,.°ETAILE. 000NSTRUCTMIC.POUREOINELACECONCRETE RETAINING WALL WTNMETAL O CONSTRUCT TRASH EIL CLOSURE. RE: STRUCTURAL S, LING. RE I. p INSTALL CLEARANCE BAR RE: SHEET Cml. DETAILB. 0 CONSTRUCT ASPHALT PAVEMENT PATEN N ACCORDANCE VOW THE ASPHALT PAVEMENT © INSTALL GRA.'HV' DIRECTIONAL =IDNAGEREs0EETCCM. DETAIL J. VEMENTSECION.MATERUL T.AHDSU0GRAEC DEROMMENDATGN5. L^^^EOTOnE O INSTALL "THANK VOU AND EXIT ONLY DIRECTIONAL 01GNAGE. RE: SHEET VOL DETAILS K. ® EXISTING DRIVEWAY TO REMAIN AND BE PROTECTEDTHRRU2002T CONSTRUCTION. EXISTING ASIIIIµT PAVEMENT TOREN). A122 BE CTED HOUT ECTED UT ® EXISTING LL CONCRETE RILED aIEEIPI EmBDLLARDTMRE SWEET 0112. CONSTRUCTION. DETAR O ® CONSTRUCTION. REPLACED CRACKFBRROY.EN ASPHKT AS NECESSARY. 0 INSTALL SITE LIGHTING. RE: PHOTOMEIRICFIANNA,OFTAKB. GB9 ERAL NOTES ::SHEETSEAL EXISTING PAVEMENT T0CONSTRUCT NEW PAVEMENT ANDIORCONCRETE CURE GUTTER. 1. REFER TO SHEET MEMO,. PROJECT GENERAL NOTES. NORTH SCALE: 1,10,0" -tet NED JUL 03 2013 LVLLWJNAF-Nr u Sterling Design Associates, Ilc imIS*18.tem PRELIMINARY NOT FOR CONSTRUCTION Z51.4M12 IA .10.4 - 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA98188 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98130 (20031&1575 SITE PLAN C201 TO: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Public Works Development Review Staff Fire Department Development Review Staff Building Division Development Review Staff FROM: Brandon Miles, Senior Planner DATE: July 3, 2013 RE: Starbucks 1 L13-033 (Design Review) Q)_ 1� L13-034 (BSIP) LOCATION: 15848 TIB Starbucks has submitted a design review and BSIP application to redevelop the El Charro Mexican Restaurant site at 15848 TIB. The project involves the demolition of the existing building and the construction of a new, auto oriented Starbucks. Comments on design review and the BSIP are due no -later than July 17, 2013 Thanks. /(2d 6744,mcopi 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Public Works Development Review Staff Fire Department Development Review Staff Building Division Development Review Staff FROM: Brandon Miles, Senior Planner DATE: July 3, 2013 RE: Starbucks L13-033 (Design Review) L13-034 (BSIP) LOCATION: 15848 TIB Starbucks has submitted a design review and BSIP application to redevelop the El Charro Mexican Restaurant site at 15848 TIB. The project involves the demolition of the existing building and the construction of a new, auto oriented Starbucks. Comments on design review and the BSIP are due no later than July 17, 2013 Thanks. nn �,� 9—`�1'S Y►^�orriC -Cert 0) o� 4144 3`1,0 1 5k , C � -c h; tc..SOsJ- 5o0 VS • \,.,\k\ LA \\ C§N1/4,-%:,,-S ( ►ck . V &c.L.1.,z►-, is AQ,Q, c --k/SAis �y-- \ \ 5c-.ff ( 9<s-} .- `" .r CA - C h3LA D Z.— 0'46 .1?".kvA:kv,0 Rc, Rcov 'AR CtYvuzsacmtf.......1 \k-8-Ait .‘t,5-t-t-ra) r35�ss - 31/N C,ok 1.9-2 Q�. . c _ --tk\x'13 n ( 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: 410) City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Public Works Development Review Staff Fire Department Development Review Staff Building Division Development Review Staff FROM: Brandon Miles, Senior Planner DATE: July 3, 2013 RE: Starbucks L13-033 (Design Review) L13-034 (BSIP) LOCATION: 15848 TIB Starbucks has submitted a design review and BSIP application to redevelop the El Charro Mexican Restaurant site at 15848 TIB. The project involves the demolition of the existing building and the construction of a new, auto oriented Starbucks. Comments on design review and the BSIP are due no later than July 17, 2013 Thanks. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Public Works Development Review Staff (7 Fire Department Development Review Staff Building Division Development Review Staff FROM: Brandon Miles, Senior Planner DATE: July 3, 2013 RE: Starbucks c.)1,11,01)‘ L13-033 (Design Review) L13-034 (BSIP) LOCATION: 15848 TIB RECEIVED JUL' 05 2013 TUKWiLA PUBLIC WORK' Starbucks has submitted a design review and BSIP application to redevelop the EI Charro Mexican Restaurantsite at 15848 TIB. The project involves the demolition of the existing building and the construction of a new, auto oriented Starbucks. Comments on design review and the BSIP are due no later than July 17, 2013 Thanks. SEE CGciEt PvBCtc WDpGCS Cow►,h6Axr5 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SITE SURVEY REPORT - Submittal requirements.pdf x 160th & International, Tukwila WA 7. PERMIT LING A. Describe the permits that apply to this project SCM Solutions. LLC Permit Requirements for submittal Fees Review Time Landlord Review One set NA One week Pre- Application Conference.. 3 sets of site plans, elevations, end floor plen 5462 Three weeks Neighborhood Review 500 it noticing and posting on site S437-41 per address for city to send notices Two weeks Planning ' ".' Bindine Site Plat: Application Checklist, Application, 4 full size and one half size of Civil drawings, public notice material, Title report, ssy$� and water availability, -2 copies of technical information report for surface water, survey, landscape plan, affidavit of ownership. Design Review- 5 full size copies ofplens, one half size, elevations, color board, color rendering, signage plan- Parking Agreement if required: Application Narrative, site plan , and parking stud}, agreements for shared parking. 53637 Binding Site Plan 52130 Design Review 5563 Parking Agreement , Four months -Building Water availability Letter, Sewer availability letter. 2 sets stmetural calculations, 2 sets of constructions specifications, 2 copies of soils report, sets of \[A State energy Compliance forms, Contractors license information, 5 sets of plans Three sets of Fite alarm drawings 5793.25permit feebased on 300 afbuilding 5515.61 plan review fee 5200 plus S1.5 for each device over 10 Four weeks Three weeks •Fire Life. . •" Safety 'Plumbing Included in building permit review Based on valuation of work Included in building permitreview `Sewer One set of site and plumbingplms 5100 One week `ElectricaI , ., - Included in building permit review Based on valuation of work Included in building __permit review Six weeks Health Two sets of plans with cut sbeets 5304 plan review fee Sign Sign pens it application and •si _pawns 5231 Two wecks Page 25 of 63 Standard Site Investigation Report PROPRIETARY AND CONFIDENTIAL - DO NOT COPY 160°1 & International, Tukwila WA B. Descrlbe all other permitting issues Must drawings be stamped, and. Yes; licensed areLiteet er engineer who is authorized to sign? Why permits be obtained No uatbout landowner signature? ":Am concurrent submissions -and ? No applications accepted and under. i. what circumstances? May submittals be mailed to i. Hmd delivered only jurisdiction, or do they need to be band -delivered? Is an,ap'pointment needed for No 'Submittal/ Approximately bow'- r.. emit *leo . n.;n s.ti;,.,:rrt rt *hie SCM Solutions, LLC Page 1 of 2 R ECEIvr !JUL 05 2013 TUKvviun PUBLIC WORK" A https://d1-web.dropbox.com/static/j avascript/external/pdf-j s/viewer.html?withCredentials=t... 6/16/2013 City of Tukwila CERTIFICATE ICATE O WATER ; - AVAILABILITY Department of Community Devefopme 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwiliWA.gov T t\.: !JUL 05 2013 now/ t� PUBLIC WORK'. Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): I VA�C-10.4 ur{ u, Owner Information Name: jIGL/s Address: 4)1itrAt C7 `t� ) i top\ Phone: gip ._.. 51G7 This certificate is for the purposes of: — Residential Building Permit Commercial/lndustrial Building Permit Estimated number of service connections and water meter size(s): C) Nk Vehicular distance from nearest hydrant to the closes: point of structure is 2.0(D R Area is.served by (Water Utility District): Agent/Contact Person "Narne: MA «\&i SI 'f�t /<G 1 Address: 2 (,l9 Le aVL 2.(31 "� 43c( (_.rn r C D". -S. --r-1.4 Phone: " -41 r1 �(, 20 ❑ Preliminary Plat 0 Short Subdivision ❑ Rezone ❑ Other tic. 125 1t% tilarg �.Jailia f U — !(it }`r I i� Owner/Agent Signatu 5 j 29 3 Date [Part 13To be completed by water utility district 2. The proposed project is within No. improvements required. City/Cc,,. 3. The improvements required to upgrade the water system to bring it Into compliance with the utilities' eompreh.:tsivo Mas or to tt UUv minimum flow requirements of the project before connection and to meet the State cross connection control r ,;t::retoents: rk (Use separate sheer If more room ts . ceded) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of O06 tote residual for a duration of 2 hours at a velocity of i 1 fps as documented by the attached calculations. 5. Water vailability: �Acccptable service can be provided to this project ID Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project !hereby certify that the above information is true and correct. K ;Kg,,A toATER. D;5r i2.5 AgcncyI bane 2tstt£ 2W Z "' J.�t 7 eLPc. - By r�-19.13 r;,t� E-xpirz.as (5- z.c.-+�1� 1. c4caoner,I 'of A allaotli r is vain only fort: the real f;i:pperi refer nccd l ere. fel lite s #`e purpose cifSubmission tf, tlke.City of T'Ul l a (C "). rtific,ate issued at the request of the City and is iuot§a'ssi n ble or trartsferah14 to any € ther 1:illy.,Further, no third perSort ,t)r:15arty,Shaftl§alae any rights lh&eunder whether by agency or as a third parry beneff6124 or at'her is 2. T :l istrict- iiaa s , re preeentetionS, eXpretkeed 4r .p1 :ed, the #ale. to r taiga the i ones a y fiergrits; approvals and i tion fi' Ott e C=t D( .. Mkt sr applicel ie lat .i use }irri ticli o; oroovernroe tai agency raec car before applicant can , utilize the tipserOce whict is the t of this O ificat . 3. As of the rste,oftte issuance of Certifiate, the District ties water available to provide .utility service to the real propet ty which is the •sitpject pfth s Certificate, aniTtrie;utility systems exist or may, be extended by"the appticant'to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the. District for such service Applic 4. Application for and the possible provision of District utility service to the real' property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as, all application for utility service, including conservation, water' restrictions, and oilier policies and regulation then in effect. s. Sit a 0.01/14t.11 i`t:,kepree t tali` i?4 t Yt Z Date _ J j2113 to - 2 1 3 Chicago Title Insurance Company COMMITMENT FOR TITLE INSURANCE BY Chicago Title Insurance Company !XL' 05 2013 • TU',r\vY::-.. PUEi(_iC. wrw Chicago Title Insurance Company, a Nebraska corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Pro- posed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Require- ments; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Chicago Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Chicago Title of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104. Chicago Title Insurance Company By: President Secretary FORM 72-83-06 (6/08) ALTA Commitment - 2006 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amounts of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://wwwalta.org/>. FORM 72-83-06 (6/08) ALTA Commitment - 2006 CHICAGO TITLE COMPANY 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 A.L.T.A. COMMITMENT SCHEDULE A SECOND COMMITMENT Order No.: 1359579 Title Unit: U-06 Phone: Fax: Officer: Customer Number: 16 0TH / TUKW I LA - - NBU 713 0 0 3 5 9 (206)628-5610 Buyer(s): STARBUCKS CORPORATION (206)628-9717 SAVIDIS/CAMPBELL/EISENBREY/HARRIS Commitment Effective Date: JUNE 5, 2013 1. Policy or Policies to be issued: ALTA Owner's Policy STANDARD POLICY (6/17/2006) NON-RESIDENTIAL PRIOR POLICY RATE at 8:00 A.M. PREMIUM APPLICABLE BETWEEN $480,001.00 Amount: $ 5 0 0 Premium: Tax: Proposed Insured: STARBUCKS CORPORATION, A WASHINGTON CORPORATION Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Amount: $ 0.0 0 Premium: Tax: Proposed Insured: -$500,1:03.00 ,000.00 $1,421.00 $ 135.00 Amount: $ 0 .00 Premium: Tax: 2 . The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at the effective date hereof vested in: STERLING REALTY ORGANIZATION CO., A WASHINGTON CORPORATION 4 . The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT COMMA805/KL.0/11.1.05 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE A (Continued) Order No.: 1359579 Your No.: 160TH/TUKWILA--NBU 71300359 LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT "H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DIV. NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1, WITH A LINE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88°38'54" EAST ALONG SAID PARALLEL LINE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1°21'06" WEST 232.00 FEET AND NORTH 88°38'54" WEST 353.80 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 17°12'20" EAST.405.10 FEET; THENCE NORTH 18°27'40" WEST TO THE SOUTHEASTERLY LINE OF SOUTH 158TH STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1; THENCE SOUTH 20°05'39" WEST ALONG SAID HIGHWAY LINE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001823. CLTACMA6/RDA/0999 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B Order No.: 1359579 Your No.: 160TH/TUKWILA--NBU 71300359 Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights-of-way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB bk 05/17/07 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 001359579 Your No.: SPECIAL EXCEPTIONS A 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20031027900003, AS FOLLOWS: BUILDING ON PREMISES HEREIN LIES UP TO 0.20 FEET SOUTH AND 0.38 FEET WEST OF BOUNDARY LINES; 6' CONCRETE WALK CROSSES AND STRADDLES WESTERLY BOUNDARY; AND CHAINLINK FENCE NOT CONFORMING WITH NORTHERLY BOUNDARY. 8 2. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20041210900003, AS FOLLOWS: PORTION OF BUILDING ON PREMISES HEREIN LIES SOUTHERLY AND WESTERLY OF BOUNDARY LINES. C 3. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF TUKWILA. PRESENT RATE IS 1.78%. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. (NOTE: A DEED EXEMPT FROM EXCISE TAX IS STILL SUBJECT TO THE $5.00 TECHNOLOGY FEE AND AN ADDITIONAL $5.00 AFFIDAVIT PROCESSING FEE). D 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2013 TAX ACCOUNT NUMBER: 222304-9068-03 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 835,500.00 ASSESSED VALUE -IMPROVEMENTS: $ 402,800.00 GENERAL & SPECIAL TAXES: BILLED: $ 17,566.85 PAID: $ 8,783.43 UNPAID: $ 8,783.43 CLTACMB1/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 13 5 9 5 7 9 Your No.: 160TH/TUKWILA--NBU 71300359 SPECIAL EXCEPTIONS E 5. PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. F 6. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 7. IT IS OUR UNDERSTANDING THAT THE PROPOSED TRANSACTION WILL INVOLVE THE INSURANCE OF A LEASEHOLD ESTATE WHICH HAS NOT YET BEEN ESTABLISHED OF RECORD. DOCUMENTS NECESSARY TO CREATE SAID INTEREST MUST BE SUBMITTED FOR OUR REVIEW AND APPROVAL. IF ONLY A MEMORANDUM OR SHORT FORM OF LEASE IS TO BE RECORDED, THE FULL INSTRUMENT, TOGETHER WITH ALL AMENDMENTS, MUST BE SUBMITTED. N 8. THIS PARAGRAPH HAS BEEN INTENTIONALLY OMITTED. Z 9. THE PROPOSED CONVEYANCE MUST BE AUTHORIZED BY RESOLUTION OF THE DIRECTORS OF THE FOLLOWING NAMED CORPORATION AND A COPY SUBMITTED: STERLING REALTY ORGANIZATION CO., A WASHINGTON CORPORATION J 10. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: ANY MAP FURNISHED WITH THIS COMMITMENT IS FOR CONVENIENCE IN LOCATING THE LAND INDICATED HEREIN WITH REFERENCE TO STREETS AND OTHER LAND. NO LIABILITY IS ASSUMED BY REASON OF RELIANCE THEREON. NOTE 2: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1359579 Your No.: 160TH/TUKWILA--NBU 71300359 SPECIAL EXCEPTIONS FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.RINGCOUNTY.GOV/BUSINESS/RECORDERS.ASPX AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PTN SW 1/4 OF SW 1/4 OF SECTION 22-23-4. END OF SCHEDULE B CLTACMB2/RDA/0999 RECE tr' :D 'JUL 032013 DEVLLOi idIL14I Starbucks 160t" & International Blvd, Tukwila, WA Technical Information Report June 14, 2013 ECEOVEP JUL' 05 2013 TUTA1 PUBLIC WORKS Sterling Design Associates, IIc The information contained in this report was prepared by and under the direct supervision of the undersigned. Jay M. Newell, PE Sterling Design Associates, LLC. 2009 W. Littleton Blvd Suite 300 Littleton, CO 80120 Jay M. Newell, PE . • Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Starbucks Technical Information Report Table of Contents 1. PROJECT OVERVIEW 1 2. CONDITIONS AND REQUIREMENTS SUMMARY 2 3. OFFSITE ANALYSIS 3 4. FLOW CONTROL ND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6 6. SPECIAL REPORTS 6 7. OTHER PERMITS 6 8. CSWPPP ANALYSIS AND DESIGN 6 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 7 10. OPERATIONS AND MAINTENANCE MANUAL 7 Figure 1 Figure 2A Figure 2B Figure 3A Figure 3B Figure 4 Figure 5 Figure 6 Figure 7 Figures Figures are located in the Figures Section of this report which follows Section 7. TIR Worksheet Site Location Map Downstream Flow Path Existing Drainage Basins Proposed Drainage Basins Soils Map Isopluvials of 2 -Year Rain Fall - 24 -Hour Total Precipitation in Inches Isopluvials of 25 -Year Rain Fall - 24 -Hour Total Precipitation in Inches Isopluvials of 100 -Year Rain Fall - 24 -Hour Total Precipitation in Inches Appendices Appendix A — Plans Appendix B — Calculations Appendix C — Special Report I. PROJECT OVERVIEW The proposed project includes a new Starbucks drive-thru with a pedestrian walk-up window at 15848 International Blvd in the City of Tukwila. The total parcel area is 28,242 sf (0.648 ac); much of the parcel will remained untouched for construction of this project. The existing parcel will be divided into two lots through a Binding Site Improvement Plan (BSIP) process. The affected project area is approximately 10,032 sf (0.230 ac). The project entails the demolition of an existing building, construction of a new 614 square - foot building, vehicle parking area, and pedestrian access routes. See Figure 1: TIR Worksheet and Figure 2A: Site Location Map. Predeveloped conditions — The project site is located east of International Blvd (Tukwila International Blvd), south and west of rental car businesses, and north of a hardware business. The project area generally slopes from the northwest to southeast at varying slopes of approximately 2% - 5%. The site is currently developed with a restaurant located near the north side of the site, access from International Blvd, and parking. The runoff from the site sheet flows across the parking area, from northwest to southeast, to an existing catch basin. See Figure 3A: Existing Drainage Basins. Developed conditions — The site is being developed with drive-thru Starbucks, new utilities, and parking. The access driveway on International Blvd will be retained. Various pedestrian and vehicular circulation improvements are proposed along with the building construction. The proposed improvements will not increase the 100 -year peak runoff by more than 0.1- cfs, therefore flow control is not required per the 2009 King County Surface Water Design Manual (KCSWDM). Within the project area, there will be less than 5,000 sf of new and/or replaced pollution generating impervious surface: Therefore water quality is not required per the 2009 KCSWDM. See Figure 3B: Proposed Drainage Basins and Figure 4: Soils Map. Starbucks -160' & International, Tukwila, WA Sterling Design Associates, LLC Page 1 TIR June 14, 2013 2. CONDITIONS AND REQUIREMENTS SUMMARY A. CONDITIONS AND REQUIREMENTS SUMMARY The proposed project includes the development of an area that includes 2,000 sf of new and/or replaced impervious surface or 7,000 sf of land disturbing activity. Therefore a.Fulh Drainage Review is required, which includes Core Requirement #1-#8 and Special Requirement #1-#5. B. FRONTAGE IMPROVEMENTS There will be no frontage improvements included with this project. C. DEVIATION FROM STANDARDS REQUESTS None Starbucks -I 60th & International, Tukwila, WA Sterling Design Associates, LLC Page 2 TIR June 14, 2013 t 3. OFFSITE ANALYSIS A. DOWNSTREAM ANALYSIS AND MAP A Level 1 Analysis, a qualitative survey of the downstream system leaving the project site, has been completed for the project. Drainage from the site is tributary to an existing catch basin, located southeast of the project site. The runoff collected in this existing catch basin flows westerly to the public storm sewer system within International Blvd. This system flows to the south, then west and eventually discharges to the Puget Sound. The piped public storm drain along the east side of International Blvd flows south for approximately 200 if to the public drainage system within S 160th Street. The pipe then changes direction, flowing east for several miles before discharging into the Gilliam Creek. Runoff from the proposed development will sheet flow across the existing parking lot and collected in an existing catch basin, eventually discharging to the public storm drain system. There are no apparent obstructions or limitations to the downstream system within 1/4 mile of the project site. There is not expected to be an adverse impact to the downstream system as a result of the project, since the drainage system will be designed to meet the applicable City of Tukwila drainage design requirements. See Figure 2B: Downstream Flow Path. B. UPSTREAM ANALYSIS AND MAP The project site is located within the Gilliam Creek basin; according to the survey and a site visit, it appears the off-site areas north of the project are upstream of the project. Runoff from this area will continue to be collected in existing storm drainage systems. C. LEVEL 2 ANALYSIS Level Analysis is not expected to be required for this site. Starbucks -I 60th & International, Tukwila, WA Sterling Design Associates, LLC Page 3 TIR June 14, 2013 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. EXISTING SITE HYDROLOGY There are no existing detention systems that will be affected by the project development. The existing drainage system discharges to the public storm sewer system within International Blvd, and eventually discharging to the Gilliam Creek. Existing conditions were modeled as ".forested":in accordance with the requirements of the 2009 KCSWDM. The total effected area modeled as forested conditions was 10,032 sf (0.230 ac). See Figure 3A: Existing Drainage Basins. B. DEVELOPED SITE HYDROLOGY Since the project is only affecting a small portion of the parcel, the affected areas were analyzed. In the developed condition, there is 6,435 SF of affective impervious surface on- site. In the developed condition, there is a total of 4,950 SF of pollution generating impervious surface (PGIS) area on-site. The following is a summary of the developed basin areas: Table 1 -Affected Developed Areas: Surfaces sf acres Pollution Generating Impervious 4,950 0.114 Non -Pollution Generating Impervious 1,485 0.034 Total Impervious .6,435 0.148 Pervious 3,597 0.083 Total Area 10,032 0.230 See Figure 3B: Proposed Drainage Basins. C. PERFORMANCE STANDARDS Based on the City of Tukwila's Infrastructure Design and Construction Standards manual, the project site is within the Level 2 -Conservation to Forested standard. KCRTS stormwater modeling was used to model both the existing and developed conditions. The areas shown under the existing conditions section and in Table 1 above were used in the KCRTS stormwater model. The modeling of all surfaces is consistent with the 2009 KCSWDM. Starbucks -160' & International, Tukwila, WA Sterling Design Associates, LLC Page 4 TIR June 14, 2013 The project does not add/replace more than 5,000 sf of pollution generating impervious surface, therefore water quality treatment will not be required. Per KCSWDM Section 1.2.4.1, new pipe systems shall be designed with sufficient capacity to convey and contain the 25 -year peak flow. D. FLOW CONTROL SYSTEM Table 2 provides a summary of the existing flow rates, modeled as forested, and the developed, unmitigated flow rates. Table 2 — Unmitigated Flow Rates for Affected Area Storm Event Existing (forested) Conditions Developed Conditions (unmitigated) 2 -year Storm Event (cfs) 0.006 0.044 25 -year Storm Event (cfs) 0.015 0.056 100 -year Storm Event (cfs) 0.019 0.087 The increase in the 100 -year peak runoff rate was not more than 0.1-cfs, therefore flow control is not required for the project. KCRTS uses known precipitation quantities from 24- hour isopluvials. See Figures 5, 6 and 7: Isopluvials 2 -year, 24-hour storm 25 -year, 24-hour storm 100 -year, 24-hour storm E. WATER QUALITY SYSTEM 2.00 in/24hr (stream bank protection) 3.40 in/24hr (conveyance) 4.00 in/24hr (runoff control) The contaminant -generating disturbed areas does not exceed 5,000 sf, therefore water quality is not required. Starbucks-I60t & International, Tukwila, WA Sterling Design Associates, LLC Page 5 TIR June 14, 2013 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN No new conveyance systems will be constructed for this project. Existing conveyance systems will receive less runoff due to the reduction in impervious area. 6. SPECIAL REPORTS See Appendix C for the Geotechnical Engineering Report, dated 5/24/2013, prepared by Terracon Consultants, Inc. 7. OTHER PERMITS No other permits are required for this project. 8. CSWPPP ANALYSIS AND DESIGN A. ESC PLAN ANALYSIS AND DESIGN The project plans include a TESC design. The Construction SWPPP requirements defined in The King County Pollution Prevention Manual will be addressed by the TESC Plan and the associated TESC notes. The design will include the TESC measures to be utilized, including the following: • Construction Access Pads • Perimeter Siltation Control Measures (silt fence, straw wattles, triangular silt dikes) The implementation of the TESC plan and construction maintenance, replacement and upgrading of the TESC facilities will be the responsibility of the contractor per the contract documents. The TESC facilities will be constructed prior to and in conjunction with all clearing and grading activity and in a manner in which sediment or sediment laden water does not leave the project site, enter the drainage system, or violate applicable water quality standards. The TESC measures shown on the plan are considered the minimum requirements for anticipated conditions. During construction the contractor shall be responsible for upgrading these facilities as necessary. B. SWPPP PLAN DESIGN (No SWPPP is required for this project. Starbucks- 60' & International, Tukwila, WA Sterling Design Associates, LLC Page 6 TIR June 14, 2013 9. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Project is a private construction project, therefore Bond Quantities and a Declaration of Covenant are not required. 10. OPERATIONS AND MAINTENANCE MANUAL Project is a private construction project, therefore an Operations and Maintenance Manual is not required. Starbucks- I 60th & International, Tukwila, WA Sterling Design Associates, LLC Page 7 TIR June 14, 2013 Figures Figure 1 Figure 2A Figure 2B Figure 3A Figure 3B Figure 4 Figure 5 Figure 6 Figure 7 TIR Worksheet Site Location Map Downstream Flow Path Existing Drainage Basins Proposed Drainage Basins Soils Map Isopluvials of 2 -Year Rain Fall - 24 -Hour Total Precipitation in Inches Isopluvials of 25 -Year Rain Fall - 24 -Hour Total Precipitation in Inches Isopluvials of 100 -Year Rain Fall - 24 -Hour Total Precipitation in Inches KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Phone Address MN. 1,111414- A\Ig S. e5eA1-it WA ci&24 Project Engineer fa rnas-4:1 Company Phone Part 2 PROJECT LOCATION AND DESCRIPTION Project Name e")-kciblide-AS DDES Permit # Location Township a%kl Range Fd Section 0.Q Site Address15,9348 (KsTaNATicivxli_ Part 3 TYPE OF PERMIT APPLICATION Landuse Services Subdivison / Short Subd. / UPD LI Building Services M/F / Commerical / SFR LI Clearing and Grading LI Right -of -Way Use Othertillt) SITe 'L1/41 Part 4 OTHER REVIEWS AND PERMITS DFW HPA LI COE 404 LI DOE Dam Safety FEMA Floodplain Li COE Wetlands Li Other Li Shoreline Management LI Structural RockeryNault/ LI ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (circle): Date (include revision dates): Date of Final: Report CO Targeted - ge Site LeikAIIS / Site Improvement Type (circle one): Date (include revision dates): Date of Final: Plan (Engr. Plans) ill), Modified / c all Site .Q114 1116 Part 6 ADJUSTMENT APPROVALS Type (circle one): tandpO Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2009 Surface Water Design Manual 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Yes No Describe: Completion Date: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : —114,114.A-) (LA. Special District Overlays: Drainage Basin: CA 4rA di,g8ke- Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS CI River/Stream CI Lake LI Steep Slope L:1 Erosion Hazard Li Wetlands LI Landslide Hazard LI Closed Depression LI Coal Mine Hazard 1:1 Floodplain LI Seismic Hazard CI Other LI Habitat Protection U Part 10 SOILS Soil Type Slopes Erosion Potential d7c7 — to Leto CI High Groundwater Table (within 5 feet) LI Sole Source Aquifer GI Other CI Seeps/Springs 1:1 Additional Sheets Attached 2009 Sur -face Water Desien Manual 1/9/2009 2 � TECHNICALKING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL INFORMATION .. _.''.'~.. ..._, .~,.. �.`.~/ .~~..~.°=...-^-. Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT 0 Core 2 — Offsite Analysis U Sensitive/Critical Areas 0SEPA 0 Other U � A�d�m8��aAttacha Part 12 TIR SUMMARY SHEET Summary(provide one TlRSheetThreshold �� per0o��mrgoAroo Threshold Discharge Area: ' (name ordescription) tNi., ~e5141 -14/,F w'/m'�4��~�- /�~A Core Requirements (all 8 apply) Discharge at Natural Location Numbero tural ofNaturaI Discharge Locations: Offsite Analysis Level: . /)2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number ---�~— (ind.facility summary sheet) U �moSihaByWPo Conveyance System Spill containment located at: Erosion and Sediment Contro! ESC Site Supervisor: Contact Phone: After Hours Phon K0ainhanannmand Qpa�dinn ReapmnoibUhy� Public If Private, K8ainbanmnueL quinad: Yw"��mo\ Financial Guarantees and Provided: Yes -- - Liability^~--' Water Quality Type: Basic / Se / EnNancedBmmicm / Bog (include facility summary sheet) or Exemption No. -4V.--1 Landscape Management Plan: Yes Special Requirements (as applicable) Area Specific Drainage i� O i nago Type: CDA / SDO / MDP / BP / LMP / Shared Fac Requirements Name: F|oudplain/F|oodmmyDe|ineadon Type: Major / Minor / Exemption 1 O0 -year Base Ftood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe|anduoe: (comm./industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 3 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes Treatment BMP: Maintenance Agreement: Yes with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION 4 Clearing Limits LI Cover Measures Perimeter Protection U Traffic Area Stabilization L Sediment Retention CI Surface Water Collection LI Dewatering Control LI Dust Control LI Flow Control Type/Description MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION Stabilize Exposed Surfaces 'emove and Restore Temporary ESC Facilities 0 Clean and Remove All Silt Debris, Ensure and Operation of Permanent Facilities LI Flag Limits of SAO and open space preservation areas Li Other Type/Description Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description 13 Detention 0 Infiltration LI Regional Facility L3 Shared Facility U Flow Control BMPs U Other U Biofiltration LI Wetpool D Media Filtration U Oil Control U Spill Control D Flow Control BMPs LI Other 2009 Surface Water Design Manual 4 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS LI Drainage Easement CI Covenant Native Growth Protection Covenant CI Tract CI Other Part 16 STRUCTURAL ANALYSIS CI Cast in Place Vault Retaining Wall ZI Rockery > 4' High CI Structural on Steep Slope Cl Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER 1, or a civil engineer under my supervision, have visited the site.. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report To the best of my knowledge the information provided here is accurate. Signed/Date 2009 Surface Water Design Manual 5 1/9/2009 PROJ ECT LOCATION WASHINGTON MEMORIAL CEMETARY (NOT -TO -SCALE) ODI FIGURE 2A SITE LOCATION MAP STARBU KS TUKWILA, WA SCALE: NTS NORTH DATE 6/14/13 Sterling Design Associates, Ilc FIGURE 2B: DOWNSTREAM FLOW PATH STARBUCKS TUKWILA, WA SCALE NTS NORTH DATE 6/14/13 Sterling Design Associates, llc 9/ 6.'± 61.9'± / /... /Z/ .;.m'4//li///41//7////// II 44 Iia 14.11-1.11-11-04 LOA 1441 1:1.1.1.1 Iia Ilia aia 4 .. •T7i//7777ii777 7//777.7//7ii/yit7>/ii/777/72/77/72/7>i//./ 4i7 ii7 / 1 1 / 2 ////l. 7/7//7/77// 77/ /////l; f f/ ,/,./.7„/..///////////12.//////././//„/////.././/// EXISTING AREA TOTALS i. 11111111 TOTAL AFFECTED AREA* 10,032 SF (0.230 AC) *EXISTING AREA MODELED AS FORESTED RECEIVED JUL 03 2013 COMMUN1 I v DEvtLOPM°NT EF1 FIGURE 3A: EXISTING DRAINAGE BASINS TUKWILA,STARBUCKS WA SCALE: 1"= 30' NORTH DATE 6/14/13 Sterling Design Associates, IIc i7"I rru X711 r*7 rri i/ri/r%7ii i//7777/////7/7/7777///iiri/7/7/7iri///i/277i//7 EXISTING RETAIL BUILD /G DEVELOPED AREA TOTALS IMPERVIOUS AREAS: PGIS NPGIS ROOF (NPGIS) TOTAL IMPERVIOUS PERVIOUS 4,950 SF (0.114 AC) 871 SF (0.020 AC) 614 SF (0.014 AC) 6,435 SF (0.148 AC) 3,597 SF (0.083 AC) 11111111 TOTAL AFFECTED AREA 10,032 SF (0.230 AC) -V77/77777////777//777////77; FIGURE 3B: PROPOSED DRAINAGE BASINS STARBUCKS TUKWILA, WA SCALE: I "= 30' NORTH DATE: 6/ 14/ 13 Sterling Design Associates, IIc , SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.A 2 -YEAR 24-HOUR ISOPLUVIALS 7 SNOHOMISH COUNTY HMG COUNTY t.nowor*, CO CV 0) WESTERN KING COUNTY 2 -Year 24 -Hour Precipitation in Inches .RAC,F1 'KING COUNTY HIERCU- COUNTY N 0 2 4 Miles 3.5 1/9/2009 3-14 LLE 2009 Surface Water Design Manual SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25 -YEAR 24-HOUR ISOPLUVIALS OM SH COUNTY COUNTY . WESTERN KING COUNTY 25 -Year 24 -Hour Precipitation in Inches Cti:G COUNT IERCti COUNTY Q 2 4 Miles 1/9/2009 3-16 ‘c_uRE 2009 Surface Water Design Manual 3.2.1 RATIONAL METHOD FIGURE 3.2.1.D 100 -YEAR 24-HOUR ISOPLUVIALS 3. COUNTY COUNTY 000UNTY 00 COUITY WESTERN KING COUNTY 100 -Year 24 -Hour Precipitation in Inches 6.5 6.0 5.5 0 2 4 Miles 2009 Surface Water Design Manual 3-17 1/9/2009 Appendix A — Plans Appendix B -Calculations KCRTS Peak Runoff Calculations Starbucks -160th & International, Tukwila, WA Area Calculations 6/11/2013 Pre -Developed Forested (till) Developed (effected area) (sf) (ac) 10032 0.230 (sf) (ac) Parking (PGIS) 4950 0.114 Sidewalk 871 0.020 Roof 614 0.014 Total Impervious 6435 0.148 Grass (till) 3597 0.083 Total Area Effected 10032 0.230 RECEIVED JUL 03 2013 • ComMUNI 1 Y DEVELOPMENT Flow Frequency Analysis Time Series File:predev.tsf Project Looatioo:Sea-Tao ---Annual Flow Rate (CFS) 0.015 0.004 0.011 0.001 0.006 0.011 0.010 0.019 Computed Peaks Peak Flow Rates --- Rank Time of Peak 2 ateo--- 2 2/09/01 7 1/06/02 4 3/06/03 8 3/24/04 6 1/05/05 3 1/18/06 5 11/24/06 1 1/09/08 18:00 3:00 18:00 20:00 8:00 20:O0 4:00 9:00 Flow Frequency Analysis------- - Peaks - - Rank Return Prob (CFS) 0.019 0.015 0.011 0.011 0.010 0.006 0.004 0.001 0.017 Period 1 100-00 0.990 2 25'00 0'960 3 10.00 0'900 4 5.00 0.800 5 3.00 0.667 6 2,00 0.500 7 I'30 0'23I 8 1.10 0'091 50'00 0.980 Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rate Rank (CFS) 0.044 6 0.035 8 0.052 3 0.038 7 0.046 4 0.046 5 0.056 2 0.087 1 Computed Peaks Flow Rates --- Time of Peak 2/09/01 1/05/02 2/27/03 8/26/04 10/28/04 1/18/06 10/26/06 1/09/08 2:00 16:00 7:00 2:00 16:00 16:00 0:00 6:00 -----Flow Frequency Analysis------- - - Peaks - (CFS) 0.087 0.056 0.052 0.046 0.046 0.044 0.038 0.035 0.077 - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Appendix C — Special Reports Geotechnical Engineering Report, Terracon Consultants, Inc., dated 5/24/2013 t Geotechnical Engineering Report International & 160th Starbucks Tukwila, Washington RECEIVED riUL 03 2013 • COMMUNI I Y DEVELOPMENT May 24, 2013 Terracon Project No. 81135030 Prepared for: SCM Solutions, LLC Ft. Collins, Colorado Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington Offices Nationwide Employee -Owned Established in 1965 terracon.com Geotechnical ' Environmental lk!rracan Construction Materials Facilities 1 rerracon May 24, 2013 SCM Solutions, LLC 1281 East Magnolia, Unit #186 Fort Collins, CO 80524 Attention: Ms. Lisa Sunderland & Ms. Elizabeth Hughes RE: GEOTECHNICAL ENGINEERING EVALUATION International & 160th Starbucks 15838 International Boulevard Tukwila, Washington Terracon Project No. 81135030 Dear Lisa and Elizabeth, Terracon Consultants, Inc. (Terracon) has completed a geotechnical engineering evaluation for the above -referenced project. Our services were performed in general accordance with our proposal letter (Terracon No. P81130055) dated February 26, 2013. This report presents the results of our evaluation and provides our geotechnical recommendations concerning design and construction issues. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning our report, or if we may be of further service, please don't hesitate to contact us. Sincerely, Terracon Consultants, Inc. David A. Baska, Ph.D., P.E. Geotechnical Department Manager James M. Brisbine, P.E., L.G Senior Project Engineer Copies to: Addressee (1 PDF copy via email) Sara Martin / Sterling Design Associates (1 PDF copy via email) Terracon Consultants, In, 21905 - 64' Avenue W., Suite 100 Mountlake Teuace, Wtngor 93043 P 1425i 771-3304 (4251 771-3549 terracon.corn Geotechnical 11 Environmental Construction Materials Facilities lierracon TABLE OF CONTENTS EXECUTIVE SUMMARY 1.0 INTRODUCTION 1 2.0 PROJECT INFORMATION 1 2.1 Site Delineation 1 2.2 Proposed Site Development 2 2.3 Scope of Work 2 3.0 SITE SETTING 3 3.1 Regional Geography 3 3.2 Regional Geology 4 3.3 Regional Zoning 4 4.0 SITE CONDITIONS 4 4.1 Development and Surface Features 4 4.2 Soil Stratigraphy 5 4.3 Groundwater Levels 6 5.0 CONCLUSIONS AND RECOMMENDATIONS 6 5.1 General Considerations 6 5.2 Site Preparation 7 5.3 Spread Footings 8 5.4 Slab -On -Grade Floors 10 5.5 Backfilled Walls 11 5.6 Drainage Systems 13 5.7 Pavement Sections 14 5.8 Structural Fill 16 6.0 GENERAL COMMENTS 18 FIGURES Figure 1 — Site Location Map Figure 2 — Site & Exploration Plan APPENDIX A – Field Exploration Procedures, General Notes, and Logs APPENDIX B – Laboratory Testing Procedures, Soil Classifications and Results APPENDIX C – Supplemental Information Geotechnical Engineering Report International & 160th Starbucks r; Tukwila, WA May 24, 2013 Ei Terracon Project No. 81135030 EXECUTIVE SUMMARY 11 Ferracon Terracon has completed a geotechnical engineering evaluation for the proposed construction of a new Starbucks coffee shop at the project site. Our scope of work included exploratory borings, limited laboratory soil testing, geotechnical analysis, and preparation of this report. Based on our findings, we have derived the following geotechnical conclusions and recommendations: Subsurface Conditions: The site appears to be mantled by 2'/2 to 6'/2 feet of loose to medium dense, silty, gravelly, sands, which we interpret as old fill material. This fill is underlain by a native glacial deposit comprising stiff to very stiff, sandy silts over medium dense to dense, silty sands. One of our borings revealed groundwater at about 16 feet. Geological Hazards: Based on municipal zoning maps, the site does not appear to be impacted by landslide risks, liquefaction potential, erosion zones, or other geological hazards that would adversely affect site development. Building Support: The proposed building can be supported by conventional spread footings. However, due to the presence of loose and variable fill soils mantling the site, all footings should rest on 18 -inch -thick (minimum) aggregate bearing pads in order to reduce the risk of excessive long-term settlements. This mitigation measure represents a balance between the cost of complete fill soil removal and the risk of leaving all fill in place. Floor Support: A conventional slab -on -grade floor can be used within the proposed building if the floor subgrades are properly prepared. Earthwork Considerations: The on-site soils range from moderately silty to very silty, which renders them sensitive to moisture conditions and difficult to compact when wet. As such, earthwork should be performed during periods of dry weather. Infiltration Considerations: The native glacial silt deposit that underlies the site possesses a relatively low permeability. Therefore, it does not appear feasible to infiltrate any significant amount of the on-site stormwater runoff. This summary should be used only in conjunction with the entire report for design purposes. It should be recognized that geotechnical details were not included or not fully developed in this section; as such, the report must be read in its entirety for a comprehensive understanding of the items presented above. Also, please refer to the GENERAL COMMENTS section for a discussion of the report limitations. lferracon GEOTECHNICAL ENGINEERING REPORT INTERNATIONAL & 160TH STARBUCKS 15838 INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON Terracon Project No. 81135030 May 24, 2013 1.0 INTRODUCTION This report presents the results of our geotechnical engineering evaluation performed for the proposed construction of a Starbucks coffee shop on the subject site. The purpose of our evaluation was to provide geotechnical characterizations, conclusions, and recommendations concerning the following elements of the project: Building foundations Flexible & rigid pavements Slab -on -grade floors Retaining walls Geological hazards Structural fill Seismic criteria General earthwork Infiltration potential Building drains 2.0 PROJECT INFORMATION The following sections present information regarding site delineation, existing site usage, proposed development features, and our geotechnical scope of work. Terracon should be notified if any significant changes are made to the proposed site location, layout, or details. 2.1 Site Delineation The project site comprises a commercial parcel located near the intersection of S. 160th Street and International Boulevard in the southwestern corner of Tukwila, Washington. Table 1, below, summarizes our understanding of the site location and boundaries, as gained from maps, survey plans, aerial photos, team communications, and a site reconnaissance. Figure 1 shows the general site location, and Figure 2 illustrates the approximate site boundaries in relation to surrounding features. Terracon Consultants, Inc. 21905 — 64th Avenue, Suite 100 Mountlake Terrace, Washington 98043 P [425] 771-3304 F [425] 771-3549 terracon.com Geotechnical • Environmental • Construction Materials ■ Facilities Geotechnical Engineering Evaluation International & 160th Starbucks c Tukwila, WA May 24, 2013 ❑ Terracon Project No. 81135030 lFerncon' TABLE 1 SUMMARY OF PROJECT SITE DELINEATION Parameter General Description Township / Range / Section SW 1/4 of SW %, Sect. 22, T23N, R4E Latitude / Longitude Lat = 47.460 deg. Lon = -122.290 deg. Property Address 15838 International Boulevard Tukwila, Washington Geometry Overall Shape: Trapezoidal. Approximate dimensions: 50 feet by 150 feet. Approximate Total Area: 0.17 acres. Visual Boundaries North Side: Commercial parking lot. South Side: Access lane, parking strip, K & S Smoke Shop, & Ace Hardware store. West Side: International Boulevard. East Side: Commercial parking lot. Current Usage El Charro Mexican Restaurant (building & parking lot); restaurant appears to be in full operation. 2.2 Proposed Site Development Development plans call for demolishing the existing restaurant building and then constructing a new Starbucks micro coffee shop on the site. According to a conceptual layout plan, the new development will comprise a small, T-shaped building situated in the western portion of the site. A drive-through lane will extend around the entire site perimeter, and the central area will be landscaped. We anticipate that foundation, floor, and pavement Toads will be relatively low. A short retaining wall might be needed along the northern edge of the site. It has not yet been determined whether stormwater runoff will be infiltrated on site or discharged into a municipal storm drain system. 2.3 Scope of Work We performed all geotechnical services in general accordance with our previously mentioned proposal, except where modifications were warranted by site conditions. It should be noted that our authorized scope of services did not include any environmental characterization or testing of on-site soil samples, but Terracon can provide this service as a separate scope and fee item upon request. We ultimately completed the following geotechnical scope items: Reliable o Responsive a Convenient ❑ Innovative 2 Geotechnical Engineering Evaluation International & 160th Starbucks r. Tukwila, WA May 24, 2013 c: Terracon Project No. 81135030 lierracon ❑ Reviewed topographic maps, geologic maps, municipal hazard maps, aerial photographs, and surface photographs, regarding the site vicinity. ❑ Performed a surface reconnaissance of the site and immediate vicinity. ❑ Advanced three exploratory borings (designated B-1 through B-3) at strategic locations across the site, to depths ranging up to about 161,4 feet below existing grades. ❑ Performed limited geotechnical laboratory testing on representative samples of the near - surface soils. ❑ Analyzed subsurface conditions in relation to the proposed development, and prepared this written report. The functional locations, elevations, and depths associated with our recent on-site explorations are summarized in Table 2, and their relative locations are illustrated on Figure 2. Appendix A describes our field exploration procedures, and Appendix B describes our laboratory testing procedures. TABLE 2 SUMMARY OF SITE EXPLORATION PROGRAM Exploration Functional Location Surface Elevation (feet Termination Depth (feet) B-1 B-2 B-3 Proposed Entry/Exit Area Proposed Building Footprint Proposed Drive -Through Lane 330 330 330 6% 161/2 6% Note: All exploration depths and elevations should be regarded as only approximate values. Elevation datum: 1995 USGS topographic map. 3.0 SITE SETTING We obtained information concerning regional conditions in the site vicinity from a review of topographic maps published by the U.S. Geological Survey (USGS), geologic maps published by GeoMap Northwest, and on-line zoning maps prepared by King County. Our research findings are discussed below, and excerpts from selected maps and photo files are contained in Appendix C. 3.1 Regional Geography The subject site is situated in a commercial area approximately 'A mile east of SeaTac International Airport, approximately 1/4 mile south of Highway 518, and closely northwest of the McMicken Heights residential area. Topographically, the site sits on the northwestern flank of a Reliable o Responsive o Convenient o Innovative 3 Geotechnical Engineering Evaluation International & 160th Starbucks ri Tukwila, WA May 24, 2013 Terracon Project No. 81135030 lFerracon' broad, regional knoll. Regional surface grades descend to the northwest at a gentle gradient and rise to the southeast at a gentle to moderate gradient. Surface elevations range from about 500 feet at the top of the knoll to about 200 feet at the bottom (USGS datum). Judging by local topography, it appears that a moderate amount of cutting and filling might have been performed near the site as part of the original neighborhood development. 3.2 Regional Geology According to the 2007 Geologic Map of King County, the site vicinity is underlain by Vashon-age glacial deposits. The primary soil deposit is glacial till, which tends to form a cap over ridges and other high features, with a typical thickness on the order of 10 to 30 feet. This deposit overlies the regional knoll and much of the adjacent upland areas. The other significant mapped glacial deposit is recessional outwash, which exists in valleys, ravines, and other low- lying areas, typically with a thickness less than 10 feet. It appears that the subject site lies within a zone of recessional outwash but is very close to a contact with glacial till. 3.3 Regional Zoning King County's regional zoning maps show approximate locations where geological hazards and other Environmentally Sensitive Ordinance (SAO) areas are documented or suspected. According to these maps, there are no potential or known landslide areas, liquefaction zones, erosion zones, peat deposits, or abandoned coal mines within the site vicinity. 4.0 SITE CONDITIONS Terracon representatives visited the project site several times during May of 2013 to evaluate surface and subsurface conditions. We were not accompanied by any property owner representatives during our visits, so we did not obtain any anecdotal information regarding existing utilities and past site usage. Our geotechnical observations, measurements, findings, and interpretations are described in the following text sections. 4.1 Development and Surface Features The following paragraphs briefly discuss existing site development and surface features, as observed, obtained, or inferred during our site reconnaissance. Appendix C contains graphical information related to this discussion. Surface Grades: Most of the site is fairly flat, with a very gentle slope downward to the southeast. Surface grades lie at an average surface elevation of about 330 feet (USGS datum) but are slightly lower than some adjacent grades. Along the northern edge of the site, there is a landscape strip that slopes gently upward approximately 1 to 3 feet to Reliable r Responsive Convenient 0 Innovative 4 Geotechnical Engineering Evaluation International & 160th Starbucks z Tukwila, WA May 24, 2013 m Terracon Project No. 81135030 lTerracon reach the higher grades of the adjacent parking lot. International Boulevard is approximately 3 to 4 feet higher than the western side of the site, apparently due to embankment fill placement during road construction. Buildings: A small, single -story, stucco -sided, commercial building currently occupies the western half of the site. This building appears to be on the order of 20 to 40 years old, but we did not observe any obvious indications of settlement, shifting, or other foundation distress around the exterior. Appurtenances: A 3- to 4 -foot -high concrete retaining wall extends along the western edge of the site to support the higher grades of International Boulevard. A sign pole sits at the southwestern corner of the site. Pavements: Most of the site is currently covered by asphaltic pavement, which generally appears to be in fair to good condition. Our exploratory borings revealed that this pavement ranges from about 1% to 3% inches thick. We did not observe a crushed gravel base course below the pavement. Utilities: According to utility locating marks, the site is serviced by underground sewer, water, electrical, and gas. Vegetation: The site is devoid of vegetation, but landscaping shrubs, plants, and small trees are located in a planter strip adjacent to the northern site boundary. 4.2 Soil Stratigraphy Our exploratory borings revealed three main soil types below the site, as described in the following paragraphs. The boring logs contained in Appendix A and the lab sheets contained in Appendix B provide details regarding on-site soil conditions. Although our scope of work did not involve any sampling or testing for possible environmental soil contaminants, it should be noted that we did not see any petroleum sheens or smell any petroleum odors in any of the soil samples that we obtained. Granular Fill Soils: Immediately beneath the pavement, all three of our borings disclosed a surficial layer of silty, gravelly sand with scattered traces of wood debris and asphalt particles. This layer ranged from about 21/2 to 61/2 feet thick. The upper portion was generally medium dense, but it graded to loose at greater depths. Based on the location and composition, we infer this soil to be a layer of imported fill soil that was placed during the original neighborhood grading operations many decades ago. Our grain -size analyses performed on two representative samples revealed a fines (silt and clay) content of about 28 to 32 percent, a sand content of about 49 to 61 percent, and a gravel content of about 11 to 19 percent. Field moisture contents were measured at about 13 to 18 percent. Reliable m Responsive Convenient Innovative 5 Geotechnical Engineering Evaluation International & 160th Starbucks c Tukwila, WA May 24, 2013 a Terracon Project No. 81135030 lTerracon' Native Sandy Silts: Below the granular fill soils, all borings encountered a layer of stiff to very stiff, sandy silt. This layer ranged from about 3 to 7 feet thick. We interpret the sandy silt to be a native recessional outwash deposit, which was shown on regional geologic maps. Native Silty Sands: Beneath the sandy silt layer, at depths ranging from about 51/2 to 13% feet, two of our borings disclosed medium dense to dense, silty sands with gravel. . We interpret this soil to be weathered glacial till or glacial outwash. 4.3 Groundwater Levels Our deepest exploratory boring (B-2) encountered groundwater within the native, silty, sand deposit at a depth of about 16 feet. We infer that this groundwater is perched atop deeper layers of less -permeable glacial soils. Over the entire site, groundwater conditions probably fluctuate with season, precipitation patterns, on-site or off-site usage, and other factors. 5.0 CONCLUSIONS AND RECOMMENDATIONS Based on our surface reconnaissance, subsurface exploration, and document research, we conclude that the proposed site development is feasible from a geotechnical standpoint, contingent on proper design implementation and construction practices. Our geotechnical conclusions and recommendations concerning general considerations, site preparation, spread footings, slab -on -grade floors, retaining walls, site drains, pavement sections, and structural fill are presented in the following text sections. ASTM specification codes cited herein refer to the 2010 manual published by the American Society for Testing & Materials. WSDOT codes refer to the 2012 edition of Standard Specifications for Road, Bridge, and Municipal Construction published by Washington State Department of Transportation. 5.1 General Considerations We offer the following comments, conclusions, and recommendations concerning general geotechnical design and construction issues affecting the overall development. Geological Hazards: King County's on-line regional maps do not show any geological hazard areas, such as landslide zones, erosion areas, liquefaction zones, and abandoned coal mines, at or near the subject site. Our surface reconnaissance and subsurface exploration confirmed this regional mapping. Consequently, the proposed site development does not appear to be constrained by any municipal Sensitive Area Ordinances (SAO). Reliable a Responsive Convenient a Innovative 6 Geotechnical Engineering Evaluation International & 160th Starbucks P, Tukwila, WA May 24, 2013 0 Terracon Project No. 81135030 lierracon Earthwork Considerations: Our borings and laboratory testing disclosed moderately silty to very silty soils underlying the site. Because these soils are moisture -sensitive and easily disturbed when wet, we recommend that earthwork be scheduled for extended periods of dry weather. Foundation Considerations: Our borings disclosed about 2% to 61/2 feet of loose or medium dense fill mantling the site. These surficial fill soils are not well-suited for foundation bearing due to their moderate compressibility, which creates a risk of excessive post -construction settlements. However, given the lightweight nature of the proposed building, we conclude that conventional shallow spread footings can be used to support the building if appropriate subgrade improvements are performed and if the risk of moderate differential settlements can be tolerated. Seismic Site Class: The 2009 International Building Code (IBC) assigns a seismic Site Class on the basis of geological conditions prevailing within a depth of 100 feet below the local ground surface. Although our borings did not extend to a depth of 100 feet, we infer from near -surface soil observations and from available geologic maps that the overall subsurface conditions correspond to Site Class "D" as defined by the IBC. Infiltration Potential: Our scope of work did not include infiltration testing or analysis, but we infer from density and textural properties that the native sandy silt deposit underlying the entire site would likely offer a very low percolation rate (probably less than 0.05 to 0.10 inches per hour before a safety factor is applied). As such, the on-site soil conditions are not well suited for stormwater infiltration. Contaminated Soil Considerations: Our scope of work did not include an assessment of environmental risks or possible soil contaminants. However, the presence of imported fill soils on the site inherently carries the possibility of undesired constituents. If contaminated soils are encountered, it could affect certain geotechnical recommendations presented herein, such as for foundation subgrade preparations and reuse of on-site soils. 5.2 Site Preparation Preparation of the project site will involve tasks such as demolition, temporary drainage, stripping, cutting, filling, erosion control, and subgrade compaction. The paragraphs below present our geotechnical comments and recommendations concerning these various issues. Demolition: The first step in site preparation will likely consist of demolishing all existing structures and appurtenances. Any associated underground structural elements, such as old footings, stemwalls, and sign foundations, should be removed as part of this demolition operation. Also, any abandoned sewerlines, drainpipes, or other underground utilities should be either removed or grouted in place Reliable Responsive a Convenient o Innovative 7 Geotechnical Engineering Evaluation International & 160th Starbucks Tukwila, WA May 24, 2013 R. Terracon Project No. 81135030 lrerracon' Temporary Drainage: Any sources of surface or near -surface water that could potentially enter the construction zone should be intercepted and diverted before stripping or grading activities begin. We tentatively anticipate that a system of temporary curbs or berms placed around the upslope sides of the construction zone will adequately intercept most surface water runoff. However, the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods; therefore, final decisions regarding temporary drainage details are best made in the field at the time of construction. Clearing and Stripping: After surface and near -surface water sources have been controlled, the construction zone should be cleared and stripped of all existing pavements, slabs, sidewalks, and residual topsoils. Our borings revealed about 1% to 31/2 inches of asphalt pavement within the parking lot, but variations could occur. Stripping depths should be adjusted as needed to remove all root mats, muck, and other deleterious materials, if encountered. Weather Considerations: It should be realized that if the stripping or cutting operations proceed during wet weather, greater stripping depths might be necessary to remove disturbed moisture -sensitive subgrade soils. For this reason, site earthwork is best performed during a period of dry weather. 5.3 Spread Footings Conventional spread footings can be used to support the proposed building if the subgrades are properly prepared. We offer the following comments and recommendations concerning design and construction of spread footings. In the event that very unfavorable soil conditions are revealed by future excavations, then we might need to provide supplemental recommendations for subgrade improvements or an alternative foundation system. Footing Depths and Widths: For frost and erosion protection, the bottoms of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bottoms of interior footings need bear only 12 inches below the surrounding slab or crawlspace level. To reduce post -construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. Bearing Provisions: Because the existing surficial layer of loose to medium dense fill soil could lead to excessive total and/or differential settlements of the new building, we recommend that all footings bear on an 18 -inch -thick (minimum) pad of high-strength aggregate fill material. This will involve overexcavating the existing soil downward at least 18 inches and outward at least 12 inches, as indicated in the sketch below (where D = 18 inches). The resulting overexcavations should then be backfilled with a suitable bearing material, as discussed in the following paragraph. Reliable Responsive Fa Convenient ❑ Innovative 8 Geotechnical Engineering Evaluation International & 160th Starbucks r, Tukwila, WA May 24, 2013 Terracon Project No. 81135030 CSC`}Itr(St}1t= su—t�tyT{ 1t Design Footing Level 2/3D w 2/3D (Stt�t}N�(tit�Nt tt Compacted Fill t}� JI1=�t1t-:=5 rttt • i/) lFerracon Bearing Pad Materials: We recommend using 2 -inch -minus crushed rock (commonly called "railroad ballast") for the aggregate bearing pads beneath each footing. This material offers a high shear strength and does not require rigorous compaction to achieve a firm and unyielding condition, but it should be bucket -tamped after placement. Other materials, such as sand and gravel mixtures ("pit run"), are not recommended for bearing pads, due to their inherently lower shear strength and their need for rigorous compaction. Bearing Capacities: Based on the bearing provisions described above, we recommend that all footings be designed for the following maximum allowable soil bearing capacities. These values incorporate static and transient (wind or seismic) safety factors of at least 2.0 and 1.5, respectively. Design Parameter Allowable Value Static Bearing Pressure Seismic Bearing Pressure 2000 psf 2600 psf Footing Settlements: We estimate that total post -construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements between new foundation elements over horizontal spans on the order of 50 feet could approach % inch. In all cases, these settlements would be reduced if the actual design bearing pressures are lower than our recommended maximum allowable pressures. Footing and Stemwall Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported or on-site granular soils can be used for this purpose. All footing and stemwall backfill soil should be compacted to a uniform density of at least 90 percent (based on ASTM: D-1557). Reliable Responsive a Convenient a Innovative 9 Geotechnical Engineering Evaluation International & 160th Starbucks 0 Tukwila, WA May 24, 2013 n Terracon Project No. 81135030 lTerracon' Lateral Resistance: Footings and stemwalls that have been properly backfilled as described above will resist lateral movements by means of both passive earth pressure and base friction. We recommend using the following allowable values, which incorporate static and transient (wind or seismic) safety factors of at least 1.5 and 1.1, respectively. Allowable base friction, which includes a safety factor of 1.5, can be combined with the respective passive pressure to resist static and transient loads. Design Parameter Allowable Value Static Passive Pressure Transient Passive Pressure Base Friction Coefficient 300 pcf 400 pcf 0.4 Subgrade Verification: Footings should never be cast atop loose, soft, organic, or frozen soil, slough, debris, uncompacted fill, or surfaces covered by standing water. We recommend that the condition of all subgrades be verified by a Terracon representative before any bearing pad fill is placed, and then again before any footing concrete is poured. 5.4 Slab -On -Grade Floors In our opinion, a soil -supported slab -on -grade floor can be used in the proposed new building if the subgrade is properly prepared. We offer the following comments and recommendations concerning slab -on -grade floors. Floor Sections: A slab -on -grade floor section typically comprises a concrete slab over a vapor barrier over a base course (capillary break) layer and, where needed, a subbase course. We recommend the following minimum thicknesses for these layers. Our specific recommendations for subgrade preparation and layer materials are discussed below. Floor Layer (top to bottom) Minimum Thickness Concrete Slab Vapor Retarder/Barrier Base Course (Capillary Break) Subbase Course (by others) 10 mil 4 inches 8 inches Subgrade Preparation: After the slab -on -grade floor area has been cut down to an elevation that will accommodate the appropriate layers, the exposed subgrade soils should be compacted to a firm and unyielding condition by means of a vibratory -drum roller. Any localized zones of soft, organic -rich, or debris -laden soils disclosed during compaction should be overexcavated and replaced with structural fill material. If the subgrade is prepared during wet weather, it might be advantageous to cover it with a separation geotextile (such as Mirafi 140N) before the subbase course is placed. Reliable Responsive a Convenient o Innovative 10 Geotechnical Engineering Evaluation International & 160th Starbucks :: Tukwila, WA May 24, 2013 a Terracon Project No. 81135030 lierracon Subbase Course: A subbase course provides structural support for a floor slab and helps to reduce long-term differential settlements. For this purpose, we recommend using imported, well -graded sand and gravel, such as "Ballast" per WSDOT: 9-03.9(1) or "Gravel Borrow" per WSDOT: 9-03.14. Alternatively, an angular material such as "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3) or 2 -inch -minus crushed rock ("railroad ballast") could be used, although . these materials would likely be more expensive. In the interest of using recycled materials, it would also be acceptable to use crushed cement concrete, provided that it meets the same textural criteria as the aforementioned WSDOT materials. Base Course (Capillary Break): A base course, or capillary break, is a layer of relatively porous material placed beneath floor slabs to retard the upward wicking of groundwater, as well as to provide a smooth bearing surface. Ideally, the base course would consist of clean, uniform, well-rounded gravel, such as 5/8 -inch or 7/8 -inch washed rock. It would also be acceptable to use a clean, angular gravel such as "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3) for this purpose. Floor Settlements: If the subgrade and floor layers are properly constructed, we estimate that total post -construction settlements of the slab -on -grade floor will not exceed 1/2 inch. Differential settlements across the length or width of the floor could approach two-thirds of the actual total settlement. Subgrade Verification: Floor slabs should never be cast atop loose, soft, organic, or frozen soil, slough, debris, uncompacted fill, or surfaces covered by standing water. We recommend that the condition of all subgrade areas be verified by a Terracon representative before any underslab fill is placed, and then again before the slab is poured. 5.5 Backfilled Walls We anticipate that a backfilled concrete retaining wall might be needed along the northern side of the site to support the existing soil bank. It is also possible that the existing wall located along the western side of the site might be replaced. Our design and construction recommendations for backfilled concrete walls are presented below. Applied Loads: The overturning and sliding loads typically applied to a retaining wall can be classified as static earth pressures, static surcharge pressures, and seismic surcharge pressures. If an adequate drainage system is included with the retaining wall, hydrostatic pressures can be neglected. Our recommended design pressures, which are derived from measured and inferred properties, are discussed in the following paragraphs and summarized in Table 3. Reliable Responsive ts Convenient c Innovative 11 Geotechnical Engineering Evaluation International & 160th Starbucks c Tukwila, WA May 24, 2013 c Terracon Project No. 81135030 Irerracoi' ❑ Static Earth Pressures: Yielding (cantilever) retaining walls should be designed to withstand an appropriate active lateral earth pressure, whereas non -yielding (restrained) walls should be designed to withstand an appropriate at -rest lateral earth pressure. The at -rest case is applicable where retaining wall movement is confined to less than 0.005 times the wall height. If greater movement is possible, the active case applies. These pressures act over the entire back of the wall and vary with the backslope inclination. For retaining walls with a level or inclined backslope and well -drained conditions, we recommend using the values provided in Table 3. ❑ Static Surcharge Pressures: Any superimposed vertical loading (such as adjacent foundations or traffic loads) located within a 45 -degree plane projected upward from the wall base will apply a lateral surcharge to the wall. For traffic loads, a uniform vertical surcharge of 250 psf can be assumed. The active or at -rest lateral surcharge can be approximated by multiplying the vertical load by 30 percent and 50 percent, respectively. ❑ Seismic Surcharge' Pressures: The total static pressures acting on a wall should be increased to account for seismic surcharge loadings resulting from lateral earthquake motions. These surcharge pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a wall height of "H" feet, we recommend that these seismic loadings be modeled as the uniform pressures given in Table 3. Resisting Forces: Lateral pressures acting on retaining walls are resisted by a combination of passive lateral earth pressure and base friction. Passive pressure acts over the embedded front of the wall and footing, although the upper 2 feet should be neglected. Interface friction along the bottom of a wall footing can be combined with passive pressure to resist sliding. Assuming a level foresiope, we recommend using the design values presented in Table 3. These values are derived from measured and inferred soil properties, and they incorporate a static safety factor of at least 1.5. TABLE 3 DESIGN CRITERIA FOR BACKFILLED RETAINING WALLS Design Parameter Wall Condition Static Case Seismic Case Active Earth Loading Level Backslope 35 pcf 4 H psf 2H:1V Backslope 55 pcf 8 H psf At -Rest Earth Loading Level Backslope 50 pcf 12 H psf 2H:1V Backslope 85 pcf 24 H psf Passive Earth Resistance Level Foreslope 300 pcf 400 pcf Base Friction Resistance Any angle 0.4 0.4 Note: Other values would apply for differing wall conditions or surcharge Toads. Reliable n Responsive n Convenient o Innovative 12 Geotechnical Engineering Evaluation International & 160th Starbucks c Tukwila, WA May 24, 2013 m Terracon Project No. 81135030 lTerracon Curtain Drains: A curtain drain is a vertical layer of drainage material that is placed against the back of a wall to dissipate hydrostatic pressures. We recommend using a clean, well-rounded aggregate, such as "Gravel Backfill for Drains" (per WSDOT: 9-03.12(4)), for this purpose. The curtain drain should extend outward at least 12 inches from the wall and extend upward to within about 12 inches of the ground surface. Heel Drains: A heel drain is a horizontal drainage element that is placed behind the rearward projection (heel) of a wall foundation to collect water from the curtain drain. We recommend that a heel drain be included with all on-site retaining walls. Each heel drain should comprise a 4 -inch -diameter perforated pipe surrounded by at least 6 inches of drainage gravel, all wrapped with filter fabric. The drainpipe should then be connected to a tightline discharge pipe that routes water to an appropriate location. Backfill Soil: We recommend that all backfill placed behind the curtain drain consist of either on-site or imported granular material, as described in the Structural Fill section of this report. If the backfill soil contains more than 10 percent fines, a layer of filter fabric (such as Mirafi 140N) should be placed between the curtain drain and backfill. Soil Compaction: Because soil compactors place significant lateral pressures on walls, we recommend that only small, hand -operated compaction equipment be used within 3 feet of a wall. Also, the soil within 3 feet should be compacted to a density as close as possible to 90 percent of the maximum dry density (based on ASTM: D-1557). A greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post -construction settlements. Backfill placed behind the curtain drain should be compacted to a density of 90 percent. 5.6 Drainage Systems In our opinion, the new development should be provided with permanent drainage systems to reduce the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Foundation Drains: Due to the possibility for shallow groundwater to form below the site, we recommend that the building be encircled with a perimeter foundation drain to collect exterior seepage. This drain should consist of a 4 -inch -diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe. The gravel envelope should be wrapped with filter fabric (such as Mirafi 140N) to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above or below the base of the perimeter footings. Subfloor Drains: Based on the groundwater conditions observed in our site explorations, we currently do not infer a need for drains beneath floor slab if the foundation drains are properly Reliable a Responsive a Convenient b Innovative 13 Geotechnical Engineering Evaluation International & 160th Starbucks Tukwila, WA May 24, 2013 is Terracon Project No. 81135030 lFerracon' installed. However, the final decision regarding the need for subfloor drains should be made at the time of construction, after the floor subgrade has been exposed and the foundation walls have been cast. Runoff Water: Roof downspouts, parking lot drains, and drains from any other runoff surfaces should not be tied into the perforated piping system of the foundation drain. Instead, the runoff water collected from such sources should be routed through a separate tightline piping system. Also, final site grades should be sloped so that surface water flows away from the building rather than ponding near the foundation walls. Drainage Discharge: All water collected by the interceptor drain, foundation drain, catch basins, and other on-site systems should be conveyed to an off-site municipal storm drain, sewer, or other appropriate discharge location. As previously mentioned, the subsurface soils do not appear suitable for on-site infiltration of stormwater. 5.7 Pavement Sections We anticipate that some combination of flexible and rigid pavements will be used in new parking lot and drive-through lane. The following comments and recommendations are given for pavement design and construction purposes. Soil Design Values: Soil conditions can be defined by a California Bearing Ratio (CBR), which quantitatively predicts the effects of wheel loads imposed on a saturated subgrade. Although our scope of work did not include a CBR test on the existing surficial granular fill soils, we infer from our limited textural testing that a CBR value of 5 to 10 would likely be appropriate for pavement design purposes. Traffic Design Values: Traffic conditions can be defined by a Traffic Index (TI), which quantifies the combined effects of projected car and truck traffic. Although no specific traffic data was available at the time of our analysis, we estimate that a TI of 3.0 to 4.0 would likely be appropriate for the drive-through lane or adjacent parking areas. A slightly higher TI of about 5.0 appears appropriate for an access driveway subjected to daily deliveries by small freight trucks, but this does not accommodate frequent use by heavy freight trucks. Flexible Pavement Sections: A flexible pavement section typically comprises an asphalt concrete pavement (ACP) over a crushed aggregate base (CAB) over a granular subbase (GSB). Although the GSB can be omitted in certain cases, we infer that it is beneficial at this site in order to mitigate the moisture -sensitive subgrade conditions. Our recommended minimum thicknesses for flexible pavement sections, which are based on the aforementioned design values and a 20 -year lifespan, are shown below. Reliable a Responsive m Convenient Innovative 14 Geotechnical Engineering Evaluation International & 160th Starbucks c Tukwila, WA May 24, 2013 c. Terracon Project No. 81135030 lierracon Flexible Pavement Layers (top to bottom) Minimum Thickness Parking Lot & Drive-Thru Light -Truck Driveway Asphalt Concrete Pavement (ACP) Crushed Aggregate Base (CAB) Granular Subbase (GSB) 3 inches 3 inches 6 inches 3% inches 4 inches 8 inches Rigid Pavement Sections: A rigid pavement section typically comprises a cement concrete pavement (CCP) over a crushed aggregate base (CAB) over a granular subbase (GSB). Although the GSB can be omitted in certain cases, we infer that it is beneficial at this site in order to mitigate the moisture -sensitive subgrade conditions. Our recommended minimum rigid pavement sections, which are based on the aforementioned design values, are shown below. Rigid Pavement Layers (top to bottom) Minimum Thickness Parking Lot & Drive-Thru Cement Concrete Pavement (CCP) Crushed Aggregate Base (CAB) Granular Subbase (GSB) 5 inches 2 inches 6 inches Light -Truck Driveway 6 inches 2 inches 8 inches Subgrade Preparation: All pavement subgrades should be compacted to a firm and unyielding condition before any pavement layers are placed. We recommend using a vibratory roller in granular (sand or gravel) subgrade areas and a static roller in cohesive (silt or clay) subgrade areas. Any encountered zones of very loose fill soil will require additional compactive effort to achieve an adequate density. After all subgrade areas have been compacted, the resulting subgrade condition should be verified by proof -rolling with a loaded dump truck or other heavy construction vehicle, in the presence of a geotechnical representative. Granular Subbase: We recommend that all GSB material consist of imported, well -graded sand and gravel, such as "Ballast" per WSDOT: 9-03.9(1). In the interest of using recycled materials from on-site or off-site sources, it would be acceptable to substitute up to 20 percent of the GSB with crushed asphalt concrete or up to 100 percent of the GSB with crushed cement concrete, provided that the final mixture meets the same textural criteria as the aforementioned WSDOT material. Regardless of composition, all GSB material should be compacted to a minimum density of 95 percent, based on the Modified Proctor maximum dry density (per ASTM: D-1557). Crushed Aggregate Base: We recommend that all CAB material conform to the criteria for "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3). In the interest of using recycled materials from on-site or off-site sources, it would be acceptable to substitute up to 20 percent Reliable ❑ Responsive ❑ Convenient a Innovative 15 Geotechnical Engineering Evaluation International & 160th Starbucks Tukwila, WA May 24, 2013 Terracon Project No. 81135030 lTerracon' of the CAB with crushed cement concrete, provided that the final mixture meets the same textural criteria as the aforementioned WSDOT material. Regardless of composition, all CAB material should be compacted to a minimum density of 95 percent, based on the Modified Proctor maximum dry density (per ASTM: D-1557). Asphalt Concrete Pavement: We recommend that the ACP aggregate gradation conform to the control points for a '/2 -inch mix (per WSDOT: 9-03.8(6)) and that the binder conform to PG 58-22 criteria (per WSDOT: 9-02.1(4)). We also recommend that the ACP be compacted to a target average density of 92 percent, with no individual locations compacted to less than 90 percent nor more than 96 percent, based on the Rice theoretical maximum density for that material (per ASTM: D-2041). Cement Concrete Pavement: We recommend using Portland cement concrete with a minimum compressive strength of 4,000 psi and a minimum rupture modulus of 580 for the CCP. We also recommend that the concrete be reinforced with a welded wire mesh such as W2 -6x6, positioned at a one-third depth within the layer. Compaction Testing: Compaction of the CAB and GSB layers should be verified qualitatively by method observations, proof -rolling, and hand -probing, as well as quantitatively by nuclear densometer testing. Compaction of the ACP should be quantified by laboratory testing of core samples, along with in-situ nuclear densometer testing. Pavement Life and Maintenance: It should be realized that asphaltic pavements are not maintenance -free. The foregoing pavement sections represent our minimum recommendations for an average level of performance during a 20 -year design life; therefore, an average level of maintenance will likely be required. Furthermore, a 20 -year pavement life typically assumes that an overlay will be placed after about 10 years. Thicker asphalt, base, and subbase courses would offer better long-term performance, but would cost more initially; thinner courses would be more susceptible to "alligator" cracking and other failure modes. As such, pavement design can be considered a compromise between a high initial cost and low maintenance costs versus a low initial cost and higher maintenance costs. 5.8 Structural Fill The term structural fill refers to any materials placed under foundations, retaining walls, slab -on - grade floors, sidewalks, pavements, and other such features. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Structural Fill Materials: For general use, a well -graded mixture of sand and gravel with a low fines content (commonly called "gravel borrow" or "pit -run") provides an economical structural fill material. For specialized applications, it may be necessary to use a highly processed material such as crushed rock, quarry spalls, clean sand, granulithic gravel, pea gravel, drain rock, Reliable Responsive a Convenient u Innovative 16 Geotechnical Engineering Evaluation International & 160th Starbucks P Tukwila, WA May 24, 2013 m Terracon Project No. 81135030 lierracon controlled -density fill (CDF), or lean -mix concrete (LMC). Recycled asphalt or concrete, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any significant amount of organic matter or debris, nor any individual particles greater than about 4 inches in diameter. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the fines content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. On -Site Soils: Because only minor cuts are planned for the site after surface stripping, we expect that only minor quantities of on-site fill soils will be generated during earthwork activities. Our borings indicated that the upper on-site soils will likely consist of silty, gravelly sands, with random particles of wood or asphalt. At the time of our exploration, moisture contents in the upper fill zone were found to range from about xx to xx percent, which we infer to be at or slightly above their optimum moisture content. As such, most on-site soils will likely be reusable during dry weather if they can be adequately moisture -protected, but they will be difficult to reuse during wet weather. Any zones containing significant amounts of wood, asphalt, or other waste products should be excluded from reuse as structural fill. Wet -Weather Earthwork: As discussed above, the on-site fill soils would be difficult to reuse as structural fill during wet weather. Consequently, the project specifications should include provisions for using imported, clean, granular fill. As a general structural fill material, we recommend using a well -graded sand and gravel such as "Ballast" or "Gravel Borrow" per WSDOT: 9-03.9(1) and 9-03.14, respectively. For combined structural fill and drainage purposes, a relatively clean and uniform angular material such as "Crushed Surfacing Base Course" per WSDOT: 9-03.9(3) is preferable. Fill Placement and Compaction: Structural fill materials should be placed in horizontal lifts not exceeding about 12 inches in loose thickness. Unless stated otherwise in this report, we recommend that each lift then be thoroughly compacted with a mechanical compactor to a uniform density of at least 90 percent, based on the Modified Proctor test (ASTM: D-1557). Compaction is not necessary for certain structural fill materials, such as pea gravel, drain rock, quarry spalls, CDF, and LMC. Subgrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with our various recommendations for site preparation. The condition of all subgrades should be verified by a Terracon representative before soil or concrete placement begins. Also, fill soil compaction should be verified by means of in-place density testing, hand -probing, proof -rolling, or other Reliable Responsive Convenient Innovative 17 Geotechnical Engineering Evaluation International & 160th Starbucks Tukwila, WA May 24, 2013 Terracon Project No. 81135030 lFerracon' appropriate methods performed during fill placement so that the adequacy of soil compaction efforts may be evaluated as earthwork progresses. 6.0 GENERAL COMMENTS As discussed above, the site is mantled by fill soils of unknown origin and placement. We typically recommend removal of all undocumented fill below new buildings because it is impossible to accurately predict the settlement response of such soils. Our recommendations presented herein for foundation and floor support include mitigation measures that offer a balance between the cost of removing all fill versus the risk of leaving all fill in place. By leaving some existing fill in-place under the structure, as described herein, there is a slight risk of greater -than -normal settlement. If the owner desires to minimize or eliminate this risk, all existing fill should be removed and replaced. Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction, and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the explorations performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between explorations, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this geotechnical project does not include either specifically or by implication any environmental or biological (such as mold, fungi, and bacteria) assessment of the site, nor any identification or prevention of pollutants, hazardous materials or conditions. If such information is desired by the client or owner, Terracon could provide these services as a separate scope and fee item. This report has been prepared for the exclusive use of our client, for specific application to the currently proposed project, and in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Reliable m Responsive ci Convenient c Innovative 18 t. Approximate Site Location is qv g,6lat Pleat Moor JMB PrcimiNa 81135030 Draw ft SGP Bair AS SHOWN Coded By. JMB Fra No. Figure 1.dwg AOp-Mt- By JMB May 2013 1II Consulting Engineers and Scientists 2100660 Au.W, 8M 100 Moonlike Iowan, WA MOO PH. WI) FAX (426) m35w Basemap PDF obtained from Google Maps and modified by Terracon SITE LOCATION MAP FIG. No. International & 160th Starbucks Tukwila, Washington Prepared for: SCM Solutions, LLC 1 Existing Parking Lot S B-1 S B-2 B-3 Proposed Building Existing Smoke Shop and Hardware Store LEGEND: B-1 BORING NUMBER AND APPROXIMATE LOCATION 30 0 10 20 30 SCALE IN FEET Basemap PDF file provided by SCM Solutions and modified by TERRACON. Project Mngr JMB Prated No. 81135030 Drawn By: SGP Scale: 1 inch = 30 feet Checked By JMB File No. Figure 2.dwg Approved By: JMB Date: May 2013 lkrrac Consulting Engineers and Scientists 21905 64th Avenue W., Ste 100 Mountlake Terrace, WA 98043 PH. (425) 771-3304 FAX. (425) 771-3549 SITE AND EXPLORATION PLAN FIG. No. International & 160th Starbucks Tukwila, Washington Prepared for: SCM Solutions, LLC 2 81135030 APPENDIX A FIELD EXPLORATION PROCEDURES, NOTES, AND LOGS FIELD EXPLORATION PROCEDURES The following paragraphs describe our procedures associated with the on-site subsurface explorations and field tests that we conducted for this project. Interpretive stratigraphic logs of our auger borings are enclosed in this appendix. Our scope of work did not include a precise survey of each exploration location. Instead, all horizontal positions were determined by pacing or taping distances from existing site features, and all depths were referenced to existing site grade. As such, the locations and depths given in the report text, shown on the report figures, and stated on the stratigraphic logs should be considered accurate only to the degree implied by our measuring methods. Auger Borings All borings were advanced with a hollow -stem auger, using a trailer -mounted drill rig operated by an independent drilling firm (Boretec-1, Inc.) working under subcontract to Terracon. As each boring was completed, the borehole was backfilled with suitable materials and the surface was patched with asphalt or concrete. Excess soil cuttings were barreled and left on site in a discreet location. A geotechnical specialist from our firm continuously observed the borings, logged the subsurface conditions, and collected representative soil samples. Throughout the drilling operation, soil samples were obtained at 2'h- or 5 -foot depth intervals by means of the Standard Penetration Test (SPT) per ASTM: D-1586. All samples were stored in watertight containers and later transported to our laboratory for further visual examination. Interpretive stratigraphic logs of our explorations are enclosed in this appendix. 81135030 1 GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1-3/8" I.D., 2" 0.0_. unless otherwise noted ST: Thin -Walled Tube - 2" O.D., unless otherwise noted RS: Ring Sampler - 2.42" I.D.. 3'" O.D_, unless otherwise noted DB: Diamond Bit Coring - 4", N, B BS: Bulk Sample or Auger Sample HS: PA: HA: RB: WB: Hollow Stem Auger Power Auger Hand Auger Rock Bit Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: WCI: DCI: AB: Water Level Wet Cave in Dry Cave in After Boring WS: WD: BCR: ACR: While Sampling While Drilling Before Casing Removal After Casing Removal N1E: Not Encountered Water levels indicated on the boring logs are the levels measured in the borings at the times indicated_ Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination 01 groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders. cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve: they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and tine -grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Standard Unconfined Penetration or Standard Penetration Compressive N -value (SS) or N -value (SS) Strength. Qu, psf Blows/Ft.. Blows/Ft. Consistency < 500 <2 Very Soft 0 — 3 500 — 1,000 2-3 Soft 4 — 9 1,001 — 2,000 4-6 Medium Stiff 10 — 29 2,001 — 4,000 7-12 Stiff 30 —49 4,001 — 8,000 13-26 Very Stiff 50+ 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Div Weight Trace With Modifier <15 15-29 > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other constituents Trace With Modifiers Percent of Dry Weight <5 5-12 > 12 Relative Density Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Major Component of Sample Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in_ (300mm) 12 in. to 3 in. (300mm to 75 mm) 3 in. to #4 sieve (75mm to 4.75 mm) #4 to #200 sieve (4.75mm to 0.075mm) Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Non -plastic Low Medium High 81135030 Plasticity Index 0 1-10 11-30 30+ lierracon BORING LOG NO. B-1Page 1 of 1 PROJECT: International & 160th Starbucks CLIENT: SCM Solutions, LLC. SITE: 15838 International Boulevard Tukwila, Washington GRAPHIC LOG LOCATION See Exhibit A-2 DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE NUMBER WATER CONTENT (%) PERCENT FINES 0 3 3.5 inches ASPHALT — 5- . FILL - SILTY GRAVELLY SAND (SMI brown, medium dense grading to loose, moist 2.5 SANDY SILT WITH GRAVEL (MLI, brown, very stiff, moist 8-12-10 N=22 5.5 /o 13 11-12-12 N=24 SILTY SAND WITH GRAVEL (SMI brown, medium dense, moist 6.5 Boring Terminated at 6.5 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS lierracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Boring Started: 5/13/2013 Boring Completed: 5/13/2013 Groundwater not observed Drill Rig: EC85 Driller. Boretec Project No.: 81135030 Exhibit: A-1 ' BORING LOG NO. B-2 Page 1 of 2 PROJECT: International & 160th Starbucks CLIENT: SCM Solutions, LLC. SITE: 15838 International Boulevard Tukwila, Washington GRAPHIC LOG LOCATION See Exhibit A-2 DEPTH DEPTH (Ft) WATER LEVEL OBSERVATIONS SAMPLE TYPE w w O W w FIELD TEST RESULTS SAMPLE NUMBER WATER CONTENT (%) PERCENT FINES O1--0.5 inches ASPHALT _ — 5 — 10— IDw FILL - SILTY GRAVELLY SAND (SM) brown, medium dense grading to loose, 1(l. 0 r q 1 D i moist wood debris observed blowcounts likely overstated on gravel 5.5 10 4-3-2 N=5 6-16-4 N=20 SANDY SILT (MLA trace gravel, tan -brown, stiff, moist6 brown, very stiff, moist silty sand interbeds observed 14 6-8-11 N=19 Stratifcation lines are appro omate. In-situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS Ferracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Boring Started: 5/13/2013 Boling Completed: 5/13/2013 Z At the time of drilling Drill Rig: EC85 Driller. Boretec Project No.: 81135030 Exhibit: A-2 0 a w J z Z_ O 0 0 re LL a O v1 C7 rr O co BORING LOG NO. B-2 Page 2 of 2 PROJECT: International $160th Starbucks CLIENT: SCM Solutions, LLC. SITE: 15838 International Boulevard Tukwila, Washington GRAPHIC LOG LOCATION See EhhibitA-2 DEPTH DEPTH (Ft) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE NUMBER WATER CONTENT (%) PERCENT FINES SANDY SILT (MLI, trace gravel, tan -brown, stiff, moist (continued) — 15— _ 13 8-11-12 N=23 _ with gravel 13.5 SILTY SAND WITH GRAVEL (SM) brown, dense, moist 16.5 12 15-14-18 N=32 Boring Terminated at 16.5 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS llerracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Boring Started: 5/13/2013 Boring Completed: 5/13/2013 At the time of drilling Drill Rig: EC85 Driller. Boretec Project No.: 81135030 Exhibit: A-3 cc ccO a w J Z EE 0 0 O LL 0 a cnLL O C7 O co cn BORING LOG NO. B-3 Page 1 of 1 PROJECT: International 8160th Starbucks CLIENT: SCM Solutions, LLC. SITE: 15838 International Boulevard Tukwila, Washington GRAPHIC LOG LOCATION See Exhibit A-2 DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE NUMBER WATER CONTENT (%) PERCENT FINES 03 3 inches ASPHALT — 5— FILL - SILTY GRAVELLY SAND (SM1 grayish -brown, medium dense grading to °. 0 loose, moist wood debris observed FILL - trace asphalt, dark brown a 12 N=7 0.1 c4-4-3 0. 0. 0. 5.5 11-3-4 N=7 SANDY SILT (MLI trace gravel, greenish -gray, stiff, moist13 6.5 Boring Terminated at 6.5 Feet Stratification lines are approbmate. In-situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS lierracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington Boring Started: 5/13/2013 Boring Completed: 5/13/2013 Groundwater not observed Drill Rig: EC85 Driller. Boretec Project No.: 81135030 Exhibit: A-4 APPENDIX B LABORATORY TESTING PROCEDURES, CLASSIFICATIONS, AND RESULTS 81135030 LABORATORY TESTING PROCEDURES The following paragraphs describe our procedures associated with the laboratory tests that we conducted for this project. Our test results are enclosed in this appendix and/or are shown on the exploration logs contained in Appendix A. As part of our testing program, the samples were examined in our laboratory and classified in accordance with the attached General Notes or the Unified Soil Classification System (USCS), based on the texture and plasticity of the soil. A brief description of the USCS is included with this appendix. Visual Classification Procedures Visual soil classifications were conducted on all samples in the field and on selected samples in our laboratory. All soils were classified in general accordance with the United Soil Classification System, which includes color, relative moisture content, primary soil type (based on grain size), and any accessory soil types. The resulting soil classifications are presented on the exploration logs contained in Appendix A. Moisture Content Determination Procedures Moisture content determinations were performed on representative samples to aid in identification and correlation of soil types. All determinations were made in general accordance with ASTM: D-2216. The results of these tests are shown on the exploration logs contained in Appendix A. Grain Size Analysis Procedures A grain size analysis indicates the range of soil particle diameters included in a particular sample. Grain size analyses were performed on representative samples in general accordance with ASTM: D-422. The results of these tests are presented on the enclosed grain -size distribution graphs and were used in soil classifications shown on the exploration Togs. 81135030 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Soil Classification Group Symbol Group Name Coarse Grained Soils More than 50% retained on No. 200 sieve Gravels Clean Gravels More than 50% of coarse Less than 5% fines° fraci'iot retained on No. 4 sieve Cu_4and1<_Cc_3E GVd WelI-graded gravel` Cu<4and/or1>Cc>3 GP Poorly graded graver Gravels with Fines More Fines classify as than 12% fines* MH GM Silty gravel'''" Fines classify as CL or CH GC Clayey graver u" Sands Clean Sands 50% or more of coarse Less than 5% fines° fraction passes No. 4 sieve Cu- band 15 Cc 5. SW Well -graded sand' Cu s: 6 and/or 1 > Cc . 3E SP Poorly graded sand Sands with Fines More than 12% fines' Fines classify as ML or MH SM Silty sandy", Fines Classify as CL or CH SC Clayey sa Fine -Grained Soils Sifts and Clays 5046 or more passes the Liquid limit less than 50 No.. 200 sieve norganic PI , 7 and plots on or above "A" line` CL Lean el Plc 4 or plots below "A" line ML SI u organic Liquid Iim€t - oven dried c 035 OL Liquid limit - not dried Organic sift' Y 0 Organic Ga L.M" Silts and Clays inorganic Liquid limit 50 or :more PI plots on or above 'A' line CH t=at da PI plots below 'A" line H Elastic Si organic Liquid limit - oven dried < 035 OH ganic cI r Liquid limit - not dried Organic silt" Highly organic soils Primarily organic matter, dark in color, and organic odor T Pea ABased on the material passing the 3 -in. (75 -mm) sieve E If field sample contained cobbles or boulders, or both, add with cobbles or boulders, or both" to group name. `Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt, GW -GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. 'Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt, SW -SC well -graded sand with day, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay (03a )` ECU DsflPDtc Cc = Dior x Deo If soil contains ? 15% sand, add 'with sand" to group name. °If fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. PLASTICITY INDEX (PI) • For classification of fine-grained solis and fine-firalned fraction !.. of coarse-grained soils Equation of "A' - line Horizontal at to LLm25.5. M10 — then PtaD.73 (LL -201 ------_.. Equation of `U" - line Vortical at LL=181° Pi=7, then P60.0 (LL -8) fines are organic, add "with organic fines" to group name. If sod contains ? 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL -ML, silty day. K If soil contains 15 to 29% plus No. 200, add °with sand" or "with gravel," whichever is predominant. If soil contains ? 30% plus No. 200 predominantly sand, add `sand( to group name. "1f soil contains' 30% plus No. 200, predominantly gravel, add `gravelly` to group name. "PI .14 and plots on or above 'A" line. °PI <4 or plots below "A" line_ PPI plots on or above "A" line. °PI plots below 'A" line. 10' 7',., 4 10 15 21'D 40 50 60 LIQUID LIMIT (LL1 &3 100 116 81135030 lrerracon_ GRAIN SIZE DISTRIBUTION ASTM D422 U.S. SIEVE OPENING IN INCHES 6 4 3 2 1.5 1 .. I U.S. SIEVE NUMBERS 1 HYDROMETER 4 1/2 3/8 3 4 6 810 1416 20 30 40 50 60 100140 200 100 95 I 1 I I I I I I I l l I I I • 1111\IINN\ 90 85 80 75 70 \\ 65 F 0 60 w 55 >- c w 50 \\\Im z I I— 45 w 400 w a 35 30 25 20 15 10 5 0 100 10 1 0 1 GRAIN SIZE IN MILLIMETERS 0.01 0.001 COBBLES GRAVEL SAND coarse fine coarse medium fine SILT OR CLAY Boring ID Depth USCS Classification LL PL PI Cc Cu • B-2 2.5 Boring ID Depth D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • B-2 2.5 19 0.353 0.086 11.2 60.5 28.3 PROJECT: International & 160th Starbucks 1lerracon 21905 64th Ave. W, Suite 100 Mountlake Terrace, Washington PROJECT NUMBER: 81135030 SITE: 15838 International Boulevard Tukwila, Washington CLIENT: SCM Solutions, LLC. EXHIBIT: B-1 GRAIN SIZE DISTRIBUTION ASTM D422 U.S. SIEVE OPENING IN INCHES 1 U.S. SIEVE NUMBERS 1 HYDROMETER 6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200 100 95 1 1 1 1 1 I I I I I 1 1 I 90 85 80 75 — \11\11\)ii 70 65 H 1 c0 60 w 55 } m o' Z 50 Li 45 z w fx 40 w a 35 30 25 20 15 10 5 0 100 10 1 0 1 GRAIN SIZE IN MILLIMETERS 0.01 0.001 COBBLES GRAVEL SAND coarse fine coarse medium fine SILT OR CLAY Boring ID Depth USCS Classification LL PL PI Cc Cu • B-3 2.5 Boring ID Depth D100 D60 D80 D10 %Gravel %Sand %Silt %Clay • B-3 2.5 25 0.486 18.8 48.9 32.3 PROJECT: International & 160th Starbucks 21905 Mountlake 1'rracoi'i 64th Ave. W, Suite 100 Terrace, Washington PROJECT NUMBER: 81135030 SITE: 15838 International Boulevard Tukwila, Washington CLIENT: SCM Solutions, LLC. EXHIBIT: B-1 • 81135030 APPENDIX C SUPPLEMENTAL INFORMATION Excerpt from 1995 USGS map titled "Des Moines, WA" (contour interval = 25 feet) gragaminimtvim itimagrAste 11 'Mike* fm, I /jr.ii11kiWjI 1111 tialtallUMF willing111111171111 SIIVI"4 tC ♦. ti R.u� jjfti MUNDIMINs ‘kamtaig :�'Ra'i�� � ,r,. �-4. - fitilliPaik printomme, giffiliMINFIRTME -47,- laidliairiviripM1 ITIMIErrittan, ININNERIAVAZ Wp 111 ur war 74 %momiC+:r■I�►Vlllll 4 j wrifv-47 NATIONAL GEOGRAPHIC 0.0 0.1 0.2 0.3 0.4 0.5. 0.6 miles l l i l 1 1 1 1 111 I, I 11 1 t fi 1 1 c1 1 l 1 1 1 1 1 0.0 0.5 1.0 km TN /MN 161/2 05/03/13 Excerpt from 2007 "Geologic Map of King County" lay Geoilfdap Northwest t lawL%* 1 r m L. Project Site I Qvt S..aTac 000 184 Excerpt from 2013 King County iMAP • • 5454 H SOU THC TEri ALVD stuTlittic Project Site tis S 103611111.4\ 036 1 -• S194TNST a 1j C) 2008Covsrty The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Date: 5/14/2013 Source: King County NAP - Sensitive Areas (httpl/www.metrokc.gov/GISTIMAP) 445ft King County Excerpt from 2013 King County 'MAP _1 County Boundary X Mountain Peaks Contours Ott darts) 140; !;11 O Mar CAO Sl reline i r tion Higli Lew Highways isef incorporated Area iii mom Legend Streets Highway Latae Parcels Laces and Large Rivets Sire aMt SAO Watlattd SAO Landslide SAO Coal Mine SAO Seismic SAO Erosion CAO Basin Condition High Stadium E.] Law 'The information' Included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations Or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be Liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or last profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Date: 5/14/2013 Source: King County iMAP - Sensitive Areas (httpJfwww.metrokc.gov/GIS/iMAP) Kin County Pacific Highway South - Google Maps GogEe Address Pacific Highway South Address is approximate Pagelofl a • http://maps.google.com/maps?f=q&source=s_q&h1=en&geocode=&q=15838+Internationa... 5/14/2013 Pacific Highway South - Googlc Maps Address Pacific Highway South h;Stfse��,n i�; appzr;,.aaa¢a.ate: Page 1 of 1 http://maps.google.com/maps'?l--q&source=s_OAF en&geocode -&q 15838+Internationa... 5/14/2013 L/2-c733 L/3d33 G/3-o43 411:1:1114j4 -ii ....ST4ktp4.4 isms. Mk . i mcP_ 461 hi El.... WI./ MelliggmmoMig ININIE IIIMMIIIIII"i".SMI"Rgilrilial"t=llrMNI IMINIINIMME.. IIIIM tilt NMINEMMININI MINEMNPIIII.IIIMEM.11 . ilIMINM•111 IIUMI nimillemommomms 'ila somaminimr1==1111111=1.111 sommornom =min immuammmmimies ammnamomm minnumi=mil moommommemlimi 1111.1.1 ZINNIA MOMS FRONT ELEVATION ,:: .1,4•IfIC q-..!ItfIll, __yr ONIIMMIIMI ;i4..ii .. .. .7,M111=11.,1111MNIIIIIIII . . SPIMMINIIIII - ... . IMIIIIIIIIIIMIMINMENMI ill ?Mit ,i 11113 11•111fil i Nommilitit ,• ...-irr• • IIIIMMINIMIN ' • .F.11.9991931.- IMIMMMI `'..=-'11S.11.111111.11. _ -.101•115!!"•.- . ' . t . ,.....' 9...MINIPIMIP - ' '''" . ' ... "''' MMUINUIM9MISIMMIS INIMAIIIIIIIMI MEM 11111111110 MEN tin. :IMIMI PIMPSII/iNME " ' - - MIME WilliMillie NMI, .1.2CAMMIN,',7:!!1IMIL klialii111111MINIIIM r• : AIIMMINSI 1:23=MI 4=11T -M IZ'- .11 .... ' 44111111.1131114 Min.M.M. , .eili=MME 11!!111.111M ' - ". illiMINIMINIIIIIMI ittilifia..- oli IIIIIL.MIIIIIIIM ain.....1111i/Waiantat Millnl NUM ••rirt MIIIIIMMI IP .21.1.1.1.11MIE IMIPIIIININNIIIIIIIRIPIMINIE In: . - z .- MINEMOIll 1111111111MIG •=71111•1111MB 12!1111/1/0 MM/INONINI DRIVE UP ELEVATION UMW@ OMEN WSIMP MMEIN i!NEMM! _ MOM Prefab modular: 4E4, Lz*it• Tita 7 • irf, , reclaimed snow fence C•nsummill 4 , EE DRIVE I tiRli 1111111110•11101110... IMMEINIIINGINNIMIN11111111===.11 iiiMffijillinflar=11111C.IMIMIIIIIMIMMIIMII Namm.ININIMINNNIIIMB INIMMIIMIIIIIIIIIINIM MIMS MEM MINI MOM WALK UP ELEVATION -t Mina 8/011/0/MISIIIIINNI WM= HIM - • . • ••• • • LI 3 • all ELM= MOM EWA REAR ELEVATION HOP 4,13-0.31 GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE CITY AND APPLICABLE UTILITY DISTRICT STANDARDS AND SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY AND APPLICABLE UTILITY DISTRICT(S). 2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS. ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON SITE AT ALL TIMES. 3 ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS, UNLESS SPECIFICALLY STATED OTHERWISE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED. INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD- THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN p8 THESE PLANS. 6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY AND ALL UTILITY COMPANIES/DISTRICTS INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 8. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES/DISTRICTS TO OBTAIN TEMPORARY POWER, TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTORS RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FOR WORK INCLUDING, BUT NOT LIMITED TO DEMOLITION, STREET CUTS, UTILITY INTERFERENCES, TRAFFIC CONTROL. GRADING, AND UTILITY FROM ALL APPLICABLE AGENCIES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION. TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION FENCE PRIOR TO, AND THROUGHOUT CONSTRUCTION. 12. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY RULES AND REGULATIONS. 13, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPECTIONS AS REQUIRED BY THE CITY, STATE, OR LOCAL DISTRICTS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH INSPECTION. 15. THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. 16 THE CONTRACTOR SHALL NOTIFY THE CITY AND LOCAL UTILITY COMPANIES/DITRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, 17. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY GROUND -DISTURBING ACTIVITY, ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR PERMANENT LANDSCAPING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO STREET PAVEMENT. FENCES, SOD, LANDSCAPING, SPRINKLER SYSTEMS. AND UTILITIES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION. 20. INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING UTILITIES, SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDED FOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID. 21. ALL DEMOLITION, REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES. SITE IMPROVEMENTS AND SITE FURNISHINGS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS. 22. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 23. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAMES TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH THE CITY OR UTILITY COMPANY/DISTIRCT STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES. 25. AS -BUILT PLANS AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY, COUNTY, STATE, FEDERAL OR UTILITY DISTRICT; OR TO THE OWNER/DEVELOPER AS REQUIRED BY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPER'S CRITERIA. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS CO Frit COMPANY APORTION OFTHESN 1/4OFTHESN 1/4 OFcF(''TION 22, TOWNS -IIP 23 N.,RANGE4E,W.M. CITY OFMATAC, KING COUNTY, STATEOFWAS-IINGTON VICINITY MAP PROJECT LOCATION WASHINGTON 1 MEMORIAL CEMETARY NORTH 9-I EET INDEX C100 COVER 9-IEEt C101 GENERALNOTES C102 STANDARD CITY NOTES 1OF1 SURVEY C201 STE RAN C202 STE DETAILS C301 GRADING PLAN C302 GRADING DETAILS C401 TESL RAN C501 UTILITY FLAN C701 STARBUCKSSTESGNAGE C702 STARBUCKS STE SGNAGE DETAILS L101 LAN DSCAFEPLAN L102 LANDSCAPE DETAILS LEGAL DESCRIPTION A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23 N., RANGE 4 E., W. M., CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON, BASSOFBEARING (NAD 83/91) NORTH 47104'34" EAST. AS MEASURED BETWEEN WGS SURVEY CONTROL POINTS 93H-912 AND 93-H-901. BENCHMARK WGS VERTICAL CONTROL POINT 93V-912, BEING THE TOP OF A FOUND CONCRETE MONUMENT IN CASE AT SOUTH 168TH PL. AND 31ST PL. SOUTH. x0.85' DOWN FROM SURFACE. ELEV.= 937A8 US FEET. FLOODPLAIN THE SUBJECT PROPERTY IS LOCATED IN ZONE X (SHADED), AREAS OF 0.2% ANNUAL FLOOD CHANCE, WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT, ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMUNITY-PANEL NO. 53033C0960 F, DATED MAY 16, 1995. FLOOD INFORMATION IS SUBJECT TO CHANGE. STE DATA GENERAL NOTES 26. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CITY, COUNTY, STATE OR LOCAL DISTRICT AND THE ENGINEER OF RECORD. 27. IF, DURING THE CONSTRUCTION PROCESS. CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT 15 NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNER/DEVELOPER AND THE ENGINEER IMMEDIATELY. 28. BENCHMARK VERIFICATION : THE CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 29. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATION. 30. THE SITE CONSTRUCTION PLANS INDICATE THE WORK TO BE COMPLETED FOR THE PROJECT. THE CONTRACTOR SHALL COORDINATE SAID WORK WITH THE OWNER AND THE TENANT CONSTRUCTION MANAGER(S) TO CONFIRM THE LIMITS AND DETAILS OF THE WORK TO BE PROVIDED AND COMPLETED. CONSTRUCTION SHALL ALSO BE COORDINATED WITH TENANT IMPROVEMENT PLANS AND LANDLORD WORKLETTER. 31. REFER TO SHEET C101 AND C102 FOR ADDITIONAL PROJECT NOTES. 32. CONCRETE PAVEMENT JOINTS SHALL MEET THE REQUIREMENTS OF WADOT STANDARDS AND SPECIFICATIONS SECTION 5-05 3(8)A, B AND 5; AND WADOT STANDARD PLAN NO, A-40.10-02 FOR TRANSVERSE CONTRACTION JOINTS (W/0 DOWELS) AND a" ISOLATION JOINTS. CONTRACTION JOINTS SHALL BE PLACED EVERY x12 AND ISOLATION JOINTS EVERY x24' UNLESS SPECIFIED OTHERWISE IN THE PLANS. MODULAR BUILDING COORDINATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS TO VERIFY COORDINATION BETWEEN THE MODULAR BUILDING PLANS AND THE SITE CONSTRUCTION PLANS FOR THE FOLLOWING, AT A MINIMUM: 1. BUILDING DIMENSIONS, SETBACKS FROM SITE FEATURES, AND ENTRY LOCATIONS; 2. SITE GRADES, FINISHED FLOOR ELEVATION, STRUCTURAL FOUNDATION DESIGN, AND ENTRY ELEVATIONS; 3. ALL UTILITY SIZES; AND BOTH HORIZONTAL AND VERTICAL BUILDING ENTRY LOCATIONS. CIVIL ENGINEER AGENCY PEVDIiALS STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, C080120 (303) 794-4727 CONTACT: MR. JAY M. NEWELL. PE LAN DSCAPE ARCH ITECT STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. 8300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: MR. WAYNE STERLING. RLA SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 CONTACT: OWEN B. HILLE, PLS PROJECT DESCRIPTION: DRIVE THROUGH RESTAURANT ASSESSORS PARCEL NUMBER: 2223049068 OCCUPANCY CLASSIFICATION AND TYPE OF CONSTRUCTION: TYPE B; TYPE V -B BUILDING AREA: 614 SF AREA OF WORK: 11,404 SF REQUIRED SPECIAL INSPECTIONS: N/A RECEIVED JUL 03 2013 CI JtI11AU1J1 I Y 01 -VELUM HENT PLANNING/ZONING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 (206) 431-3651 CONTACT: MS. MOIRA CARR BRADSHAW FIRE DEPARTMENT TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4407 CONTACT: MR. AL METZLET STORM SEWER DEPARTMENT CITY OF TUKWILA 6300 SOUTHWEST BLVD., SUITE 100 TUKWILA, WA98188 (206)433-0179 CONTACT: MS. JOANNA SPENCER SANITARY SEWER DEPARTMENT VALLEY VIEW 3460 SOUTH 148TH, SUITE 100 SEATTLE, WA 98168 (296) 242-3236 CONTACT: MR. ROB THAYER ELECTRIC COMPANY SEATTLE CITY LIGHT 1300 NORTH 97TH ST. SEATTLE, WA 98103 (206)386-1671 CONTACT: MS. MARILYN BOLAND RIGHT OF WAY CITY OF SEATAC 4800 SOUTH 188TH ST. SEATAC, WA 98188 (206) 973-4737 CONTACT: MS. LENA KULICZKOWSKA WATER WATER DISTRICT NO. 125 3460 SOUTH 148TH ST., SUITE 110 TUKWILA, WA98168 (206) 242-9547 CONTACT: MR. MARK PARSONS BUILDING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA. WA98188 (206) 431-3678 CONTACT: MR. DAVE LARSON HEALTH DEPARTMENT KING COUNTY PUBLIC HEALTH 401 5TH AVE., SUITE 1100 SEATTLE, WA 98104 (206) 263-6448 CONTACT: MS. JASMINE GEORGE TELEPHONE CENTURY LINK (253)372-5325 CONTACT: MR. WARREN PERKINS Sterling Design Associates, Ilc CIVIL ENGINEIRE- LANDS;AFEAR;HITR:TS 2009 W. U0100:0858 8210 Littleton, CO 83120 303790.4727 ph www.SeliREes0542sOONe.Rwm PREPARED UNDER THE DIRECT SUPERVISION OF JAY h1 NEWELL, P.E. WASHINGTON REGISTRATION NO 49102 FOR B ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES 6 RENSIGNS DESCRIPRGNA E BY NO.. 2 DATE BY BY DESCRIPTION. AO • DATE BY NO.: DATE DESCRIPTION'. NO.: DATE. DESCRIPTION. BY DATE: 08/14/13 EcALE N.T.S. PROJECT MANAGER SJM PROJECT NOL DRAWN BY DOB DRAWING FILE'. PROJ CT -_µms PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE COVER SHEET SHEET NUMBER. C100 4/3-033 GENERAL GRADING AND DRAINAGE NOTES 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 3. ALL EARTHWORK, GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION, COMPACTION, PAVEMENT, AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH MODULAR BUILDING PLANS AND SPECIFICATIONS. 5. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB AND GUTTER AND UTILITIES 6. SPOT ELEVATIONS REPRESENT FLOWLINE (BOTTOM FACE OF CURB) WHERE SHOWN AT CURB AND GUTTER UNLESS OTHERWISE NOTED. 7. CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. 8 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES. 9. REFER TO SITE PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS. 10. GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS. ALL CURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL HAVE FORMS CHECKED BY A SURVEYOR FOR CURB AND GUTTER ADJACENT TO EXISTING ASPHALT OR CONCRETE. THE CROSS SLOPE SHALL NOT BE LESS THAN 2% OR GREATER THAN 4% FROM THE EXISTING SAWCUT LINE TO THE PROPOSED LIP OF GUTTER. DO NOT PLACE CONCRETE IN FORMS THAT HAVE BEEN CHECKED TO BE OR APPEAR IN ANY WAY INCORRECT. CONTACT THE ENGINEER IMMEDIATELY IF A PROBLEM SHOULD ARISE. 12. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 13. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAVED AREA. 14. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED. ACCORDING TO THE LANDSCAPE PLAN. 15. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 16. IF ANY EXISTING STRUCTURES, SIDEWALK, AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT CLOSEOUT. 17. ALL GRATES, MANHOLE RIMS. VALVE BOXES, VALVE COVERS, CLEANOUTS, AND VAULT OR BOX COVERS SHALL 0E ADJUSTED TO "AS CONSTRUCTED" FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 18. NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO ONE (1) VERTICAL FOOT, OR AS OTHERWISE SPECIFIED BY LOCAL CRITERIA. 19. ALL CONCRETE PAVEMENT, CONCRETE FLATWORK, CONCRETE STRUCTURES AND CONCRETE UTILITIES SHALL BE IN ACCORDANCE WITH THE MATERIAL RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 20. THE CONTRACTOR SHALL PROTECT THE PROJECT BENCHMARK THROUGHOUT CONSTRUCTION AND SET ADDITIONAL PROJECT BENCHMARKS AS NECESSARY TO MAINTAIN VERTICAL CONTROL THROUGHOUT THE DURATION OF THE PROJECT.. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS COFFU COMPANY APORTION OFTHESN 1/4OFTHESN 1/4 OFgCTION 22, TOWNS -IIP 23 N.,RANGE4E,W.M. CITY OFgATAC, KING COUNTY, STATE OF WAS-IINGTON GENERAL EROSION CONTROL NOTES 1. REFER TO SHEET 0100 FOR ADDITIONAL PROJECT NOTES. 2. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLAN AS SUBMITTED AND APPROVED DOES NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE LAND OWNER AND/ OR HIS SUCCESSORS OR HEIRS; UNTIL SUCH TIME AS THE PLAN IS PROPERLY COMPLETED, MODIFIED, OR VOIDED. 4. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION. TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE FIELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 5. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BEST MANAGEMENT PRACTICES" AS INDICATED ON THE APPROVED EROSION CONTROL PLAN. 6. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAYS. 7. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE. 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMP) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND WITHIN 24 HOURS AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. SEDIMENT WILL BE REMOVED AND DEVICES REPAIRED AS SOON AS PRACTICABLE. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP, OR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ALL INSPECTION, MAINTENANCE, AND REPAIR PRACTICES SHALL MEET APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 9. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT TO RECIEVEING WATERS AS REQUIRED BY THE PLANS. THE CONTRACTOR SHALL EFFECTIVELY PREVENT AND CONTROL EROSION AND SEDIMENTATION ON CONSTRUCTION SITES AT THE EARLIEST PRACTICABLE TIME. IN GENERAL, CONTROL MEASURES WILL BE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF EACH CONSTRUCTION OPERATION OR IMMEDIATELY AFTER THE AREA HAS BEEN DISTURBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE ACTIVITIES SHALL BE MANAGED AND CONTROLLED SO AS TO MINIMIZE THE RUNOFF OF POLLUTANTS. DIS'URBANCE OF VEGETATION SHALL BE MINIMIZED AND LIMITED TO ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. ALL EROSION, SEDIMENT AND WATER POLLUTION CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. 10. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, CONTAINMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING. SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 12. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. 13. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE ALL MAJOR CONSTRUCTION ACTIVITIES AS WELL AS THE INSTALLATION OF PROPOSED EROSION CONTROL MEASURES, SEDIMENT/POLLUTANT CONTROL MEASURES, INTERIM AND FINAL SITE STABILIZATION MEASURES, PERMANENT EROSION PREVENTION MEASURES, AND PERMANENT WATER QUALITY ENHANCEMENT FACILITIES. 14. THE CONTRACTOR SHALL SUBMIT A SPILL PREVENTION AND MANAGEMENT PLAN. THE PLAN SHALL IDENTIFY THE MEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND EXPEDITE THE CLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL, PETROLEUM OR HAZARDOUS MATERIALS. 15. EXPOSURE OF SPOIL PILES CREATED DURING UTILITY TRENCHING SHOULD BE MINIMIZED. LOCATION OF SPOIL PILES SHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE PATHS. 16, STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND WATER EROSION THROUGH THE USE OF A LAYER OF SUITABLE MULCH, TEMPORARY REVEGETATION, OR EROSION CONTROL MATTING/GEOTEXTILES AT A MINIMUM. ANY OF THESE METHODS SHALL BE APPLIED AT TIMES AND FREQUENCIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS: (1) TO DISTURBED AREAS AND STOCKPILES AFTER FINAL GRADING IS REACHED, (2) TO DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT, AND (3) TO STOCKPILE CONSTRUCTION ON ANY STOCKPILE WHICH WILL REMAIN DORMANT. SAID STABILIZATION PRACTICES SHALL BE APPLIED PER MANUFACTURER AND/OR SUPPLIER RECOMMENDATIONS AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED. 17. OWNER/CONTRACTOR MUST OBTAIN CSWGP STORM WATER DISCHARGE PERMIT FROM THE WASHINGTON DEPARTMENT OF ECOLOGY (WADOE), IF REQUIRED IN ACCORDANCE WITH WADOE CRITERIA AS CONFIRMED BY OWNER/CONTRACTOR. GENERAL UTILITY NOTES 1, REFER TO SHEET 0100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. WHEN IT IS NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSINGS, A MINIMUM CLEARANCE OF 1.50 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARDS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL SUBMIT COMPACTION TEST RESULTS TO THE GOVERNING AUTHORITY IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S CRITERIA. 4. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 5.0 -FEET. 5. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF UTILITY ENTRANCES. 6. WATERLINES SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 7. SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 8. ALL WATER, STORM SEWER, AND SANITARY SEWER MAIN AND SERVICE LINES SHALL BE BEDDED IN ACCORDANCE WITH THEGOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 9. LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERLINE TO CENTERLINE OF FITTING, BEND, MANHOLE AND/OR INLET. THEREFORE, LENGTHS SHOWN ARE APPROXIMATE. 10 CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON ALL FERROUS METAL WATER SERVICE LINE AND FITTINGS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 11. THE CONTRACTOR SHALL COORDINATE THE EXACT ALIGNMENT, CONNECTION POINT, AND BUILDING ENTRY LOCATION FOR TELEPHONE SERVICE WITH THE UTILITY PROVIDER AND MEP PLANS PRIOR TO CONSTRUCTION, AND INSTALL NECESSARY APPURTENANCES, 12. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE SLEEVING OR OTHER IMPROVEMENTS AS NECESSARY FOR UTILITY PENETRATIONS THROUGH THE FOUNDATION WALLS AND SLAB IN ACCORDANCE WITH THE STRUCTURAL PLANS, MEP PLANS; AND APPLICABLE BUILDING AND PLUMBING/UTILITY CODE(S). GENERAL STE NOTES 1. REFER TO SHEET 0100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURB TYPES AND FLOWLINE ELEVATIONS. 3. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, STAIRS. PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES. 4. ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL CODES. 5. REFER TO MODULAR BUILDING PLANS FOR BUILDING SIGNAGE LOCATIONS. 6. REFER TO MODULAR BUILDING PLANS FOR ELECTRICAL REQUIREMENTS. 7. SIGNAGE TO BE ON TIME CLOCK SYNCHRONIZED WITH EXTERIOR SITE LIGHTING. 8. CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH STARBUCKS CONSTRUCTION MANAGER. 9. CONTRACTOR SHALL COORDINATE WIRELESS COMMUNICATIONS PACKAGE, INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, MONITORS, ETC. WITH STARBUCKS CONSTRUCTION MANAGER. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH STARBUCKS CONSTRUCTION MANAGER. 10. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH OWNER AND STARBUCKS CONSTRUCTION MANAGER; AND PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TO OWNER AND STARBUCKS FOR APPROVAL. 3fECEI\IED : I.-., JUL 03 2013 (;OMMUNI 1 r DEVELOPMENT Sterling Design Associates, IIc CIVIL ENGINEERS- IAN D9;A FEAFCHITECTS 2009 W. 011/000 BW.8210 Littleton, CO 81120 301.794.4727 pN www 9erlincywg Asodl•eemm PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL. P.E. WASHINGTON REGISTRATION NO. 491S2 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES a REVISIONS DESCRIPTION. NO 2 DATE DESCRIPTION, NO 2 DATE. DESCRIPTPN BY NO. DATE DESCRIPTION BY NO.: DATE DESCRIPTION M10 DATE DESCRIPTION - BC DATE 06/14/13 SCALE N.T.S. PROJECT MANAGER' SJM PROJECT NO DRAWN arQB. DRAWING FILE PROJECT. PROJECT NO. 58165-110 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA98134 (206) 318-1575 SHEET TITLE GENERAL NOTES SHEET NUMBER C101 i3 -033 GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10, PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS, 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN. AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS CO -1-1± CO MPAN Y A PORTION OFTHESJV 1/4 OFTHEW/ 1/4 OFS=CTION 22, TOWNS -1P23 N., RANGE4 E, W.M. CITY OFAATAC, KING COUNTY, STATEOFWAS-IINGTON GRADING AND BOSON CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES. INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6 FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED ASA LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS. STRUCTURES, VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9 THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL. REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY 6/TE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT. SENSITIVE AREAS. THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING' A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING, STORM DRAINAGE NOTES 1 ALI METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. P,ECEIVED JUL 03 2013 C,(/IJI14111)'11 T DEVELOPMENT Sterling Design Associates, Ilc CML (LIMN EEO. LAND3:;AFEA1A:HIT8T3 2009W. UitIHon BW.8210 UttlHon, CO 80120 303794 4727 ph www.9alin,peagWvgtlHesmm PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL, P.E. WASHINGTON REGISTRATION NO. 49102 FOR 8 ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ssuES a REVISIONS DESCRIPTION. NO • DATE DESCRIPTOR NO DATE: DESCRIPTON NO.. DATE. DESCRIPTION 06/14/13 SCALE N.T.S. PROJECT MANAGER SJM PROJECT NO, DRAWN DOB ar. DRAAING FILE PROJECT 9 PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE. STANDARD CITY NOTES SHEET NUMBER'. C102 4/3-03 VICINITY MAP N.T.S. LEGAL DESCRIPTION: (PER CHICAGO TITLE COMPANY'S ALTA COMIARMENT (THEIR ORDER N0. 1359579) DATED MARCH 18, 2012 AT 8:)0 AAAI. THE 501110 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPIA1 IE0 MAGI "H" AS SHOWN UPON THE PLAT OF 500850041 GARDENS DIV. N0. 1, ACCORDING TO TEE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50. IN KING COUNTY. WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 8081H, RANGE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON. DESCRIBED A5 FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF STATE • HIGHWAY N0. I. WITH A UNE WHICH IS 232.00 FEET NORTH OF PND PARALLEL TO THE SOUTH UNC OF THE SOUTHWEST QUARTER OF THE S00ITHWEST QUARTER OF SMI) SECTION 22 AND RUNNING THENCE SOUTH 8838'54" EAST ALO110 SAID PARA I EL 1.114F. 1915.57 FEET 10 A POINT FROM WHICH THE SOUTHWEST CORNER 00 SAID SECTION HEMS SOUTH 1'71'08" WEST 232.00 FEET AND NORTH, 8038'54" WEST 353.80 FEET. MEASURED RESPECTIVELY AT RICHT ANGLM 10 AND ALONG THE 00051 LINE OF SAID SOUTHWEST QUARTER OF THE 0001H'WE51QUARTER OF SAID SECTION; THENCE NORTH 1012'20" EAST 405,10 FEET; THENCE NORTH 18'27'40" WEST TO THE SOUTHEASTERLY UNE OF 50014 158111 STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY LINE OF STATE HIGHWAY N0. 1; THENCE 50UT11 20'05'39" WEST ALONG SAID HIGHWAY LINE TO A POINT OF BEGINNING; EXCEPT THAT 70RT10N CONVEYED TO THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH 10 A CORRECTION OF 0000 10008012 UNDER RECORDING NUMBER 20010419001823 BASIS OF BEARINGS: (NAD 83/91) NORTH 4"1104'34 EAST. AS MEASURED BEI8EEN WG5 SURVEY CONTROL P012115 9314-912 AND 938-901, VERTICAL DATUM: NAV° 88 VERTICAL BENCHMARK: WGS VERTICAL CONTROL POIN1 934-512, BEING THE TOP OF A FOUND CONCRETE MONUMENT IN CASE AT 5. 168TH PL. AND 3150 PL. 5. 00.85' DOWN FROM SURFACE ELEV=431.48 U5 FET F1000 ZONE INFORMATION: DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 5303300960, PANEL 960 OF 1725. VST REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA ASAP SERVICE CENTER 14E8SITE )0llp://msc.lemo.Oov) ON APRIL 17, 2013: 1. ZONE X (UNSHADED) AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN DATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED IN MATCH, 2013. Ail MONUMENTS SHOWN AS FOUND WERE N511ED AT THAI TIME. TAX ACCOUNT NUMBER: AP.N. 222304-9068 REFERENCE SURVEYS: 1. 8.0.5., VOL 163, PG. 286, REC. N0. 20031027900003 2. R.O.S.. 401 180. PC. 048, REC. N0. 20041210900003 PROCEDURE / NARRATIVE1 A FIELD TPAVERSE USING A TOPCON 00 1140 A 10Pf,0N 0R-5 SUPPLEMENTED 81111 HELD ROILS, WAS PERFORMED, ESTABLISHING THE ,ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-040 LEGEND 00- u POWER VAULT �u��r�� 00018 44001 I •✓ AMER MIT SIRED 106 (•}0 101 110111 0/ MAD LION O POAD+ 4EER / GYW,ET O 80418 00L1 GUY 'VIRE o--/-• 116M410 SOUL 4 PEDESTRIAN SIGW1 QL 41801108 BOX ON) 4)0 NR 0010101880 448 (AC) ❑ 05,001 BASIN (CB) o 51011111•111016 (5041) O SNOWY 50119 4811018 (55191) o BREAM 90110 00800101 (5595) O GAS 1111114 (CM) DQ 045 4NVL 61) PROPANE TA9K DG WATER 750411 (NY) 14 FIRE 00148(000 (EPSP) Q FAIL REDRAW (IND) O WMFR /4/6/I010 (1411x) ® WA1EA 41189 (118) LX4 IRRIGATION VAI, (RR) a 09 9 SOR1FY 449409141 (A5 NOTED) SECTION CORNER QC 101E0) o FIA. SOMET MARKER AS 80110 • 5H 544411 BAWER A5 NOTED A END LEAD & TACK ASFIVII' 17- --SS ----- SNORT S06E8 UNE -SD STORM MANAGE LPE OHAN LYM 10.40 -// 80410 IE64 W' WATER UNE GAO (1'E r 10142/104 UNE -0410) 448084601110213900 (5811) 0.1691040 POWER LINES 91121 JOOX I4 COL1015 400 11/MUNE 8015104009 1X00 9/44210491 E: NOT All 61045(3 X110 APPEAR 49 16E 4066614 0 10 20 40 E�^I SCALE: 1-=20' METES AND BOUNDS LEGAL DESCRIPTION FOR TAX LOT 222304-9068: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON; THENCE SOUTH 88'37'51° EAST ALONG THE 50U05 LINE OF SAID SECTION 22. A DISTANCE OF 25.70 FEET TO THE CENTERLINE OF IN108910OML 60ULLVAR0 (S099); THENCE NORT1, 2D'0T30" EAST, ALONG SAID CENTERLINE A DISTANCE OF 245.01 FEET'; THENCE SOUTH 60'37'51" EAST, A DISTANCE OF 63.48 FEET TO THE POINT OF BEGINNING: 111ENCE NORTE 07"02'21" EAST, A DISTANCE OF 23.35 FEET; THENCE NORTH 14'02'29" EAST, 0 DISTANCE OF 6.74 FLET; 020800 NORTH 19'11'47' EAST, A DISTANCE OE 98.71 FLEE; THENCE NORTH 19'57'34' EAST, A DISTANCE OF 27.68 FEE: 1HENCE SOUTH 88'37'51' EMI, A DISTANCE OF 185.62 FEET: THENCE SOUTH 1713'23" WEST, A DISTANCE OF 155.93 FEET; THENCE NORTH 88'37151" WEST. A DISTANCE OF 185.84 FEET TO THE POINT OF BEGINNING. 21 =22 25_70' 7 CATCH 6451.9 (SOLID UD) RIM = 357.71 (NOT DIPPED - IN TRAFFIC LANE) CATCH BASIN - 1418 T. 357.51 VANED CURB INLET 12'0.1. W = 354.9 STORM MANHOLE RNA = 361.75 / (NOT DIPPED - /r/ IN TRAFFIC ;ANF) / / CATCH BASIN VANE0 GRATE RIM = 358.47 4" PVC 5 =357.14 8" CONC 1'/ = 357.12 STREET LIGHT HT. = 20.2'3 STORM MANHOLE RIM = 360.46 (NOT DIPPED - IN TRAFFIC LANE) ENO I° BRASS MARKER IN CONE "ANDERSON §29267" ALTA/ACSM LAND TITLE SURVEY A PORTION OF THE SW1/4, OF THE SW1/4 OF SEC. 22, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON HYDRANT `d10'2 NORTHERLY OF SHE FAD 1-1/4" BRASS DISK W/'x' IN SIDEWALK --CATCH BASIN,' VANED CURB INLET RIM !3301.61 TTi' U.1, W = 35/185 POWER MANHOLE & VAULT . ...n CATCH BASIN' RIM = 358.11 6' D.I. 10/1110 E - 306.08. uu BOTTOM ELBOW = 355.91 "ANN 222.104-9015 OWNER: AVIS RENT A CAR Y1 SEWER MANHOLE RIM = 361.59 18" PVC SE = 342.89 18" PVC N = 342.79 SEWER MANHOLE RIM = 358.33 18" P/C 5 = 343.33 18" PVC 104 = 343.23 62 80' 58837'51"E 55.36' WM - _ 588'37'51"E 185.62", LOT 0GHT HT. = 33.9'3 TEL 2804 L.60'1: 80.0 BUILDING (FREEZER)- ' c 03'1 5. OF LINE FIN FIR-' 50 4T--------_, END FND LEAD/TACK 358.9'3 l ;� •AT CORNER GAS METER 24.0'0 / ,. POSITION EXISTING BUILDING { / e -- 6.1'3 12.3'3 3,2183 SQUARE FEET1 I� r _ 61/6 BLDG HT- 5051111155 -POLE"-'- SIGN (HT = 34.5'3) rho/ES 2B0 'STREET LIGHT-, r HT. = 41.0'0 9' OVERHANGING= BA4BER/51GN HANDRAIL /60 EP' NOCORNELTAD/IACKR . POSITION 8414'02'2934 6.74' "-END LEAD/TACK AT CORNrR / ==PO51110N GAS 4 10 ARKING\STALLI \ , H/ RAMP. i;7/.// riii//////, Th/7,'J/ 77?///.//mi77/=//77 •777-T • -`7 123.7'3 GUARDRAIL 430,0C Y/ 588'37'51.4 83 5.i' 0000009401240 "ACE' SIGN POWEii .METER TEL 5440,4, STORM MANHOLE RIM = 356.95 (NOT DIPPED - IN TRAF0C LANE) ENO LEAD/TACK -/ Al 2.0' OFFSET TO CORNER POSITION 4 SHEET 1/010J HT. =20.6'3 FIN FIR = 356./ 3 EXIS0NG BUILDING 4"9IN0 SEWER MANHOLE RIM = 353.71 18" PVC N = 343.56 18" PVC S = 343.64 18" PVC E = 344.01 P.0.8. MELTS.,, JBOXXL &04360080.19819109N' 2' 04L 00081PT600809'ON MEfF�e �-51GN HT. ^,z . 17,3'3 4'0 STEEL POST FOR BILLBOARD /211 GJ __ 160TH ST. SE "4610 MIC, 2" BRASSY W/PNCH IN IP 0.5' DEEP AT 1NTX S. 180TH ST. AND INTERNATIONAL BLVD. 588137'51.11 2635.97' APN 21IN9045 (.4 UER: I4N011 DOLLAR DEVELOPMENT CO. _\ FNO MIC, 2" BRASSY W/PNCH 0.25' DEEP AT IN 4X 0. 0. 5T. ANI) 42110 AVE41 5. )7 ) YARD " DRAIN • 5011"8 MANHOLE RIM = 353,67 16' PVC S=343.87 10 PVC E . 343.77 RECEIVED 'JUL 03 2013 • Gumtn1`�M N1' ObVL-LU 77777,, EXISTING BUILDING MN 222304-9024 O'W'NER: DOLLAR DEVELOPMENT CO. 011419 LINK FENCE/ 2 /T; N, FN3 I/2" R1OAR/CAP "LS 8409 HART" CATCH BASIN RIM - 353.30 CONE E = 351.90 3" CONC N = 35200 " -SEI SCRIHFD X' AT CORNER _. P0SI110N 3"000 APIA 22t64-9015 OWNER: AVIS RENT A CAR SURVEYORS CERTIFICATE T0: STARBUCKS CORPORATION A WASHINGTON CORPORATION, AND ITS AFFILIATES AND CHICAGO TITLE COMPANY. THIS IS TO CERTIFY THAT 115 MAP OR PLAT AND THE SURVEY 09 WNICH R 15 BASED WERE BADE TN ACCORDANCE KPH THE 2011 MINIMUM STANDARD DETAIL REW0EVENIS FOR ALTA/405M L400 TITLE SURVEYS, JOINTLY 004005HED AND ADOPTED BY ALTA AND ASPS, AN0 INCLUDES ITEMS I, 3, 4, 5, 70), 7(8)31), 7(0), 8, 9, 11(9), 14 AND 22 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED W MACH, 2013. DATE OF PUT OR MAP. APRIL. 11, 2013 OW'EN __�•W7-fig DATE WASHINGTON 50040RAPON 543 40016 DA RESERVATIONS AND EXCEPTIONS: (PER CHICAGO TITLE COMPANY'S ALTA COMMITMENT (THEIR ORDER NO 1.359579) DADA) MARCH 18, 2017 AT 810D AAI. 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING N0MBER 20031020900003, AS 10111144S: BUILDING ON PREMISES HEREIN UES UP TO 0.20 FEET SOUTH AND 0.38 FEET 'NEST OF BOUNDARY LINES; 6' CONCRETE WALK CROSSES AND STRADDLES WESTERLY BOUNDARY; AND CHAIN LINK FENCE NOT CONFORMING WITH NORTHERLY BOUNDARY. 0. MA1TERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20041210900003, AS -0010360: PORTION OF 801101110 ON PREMISES HEREIN LES SOUTHERLY AND WESTERLY OF BOUNDARY UNES. 3, PAYMENT OE THE REAL ESTATE EXCISE TAX, IF REQUIRED. BIC PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE 805400RIE5 OF LOCA_ TAXING AUTHORITY OF CITY OF TUKW,11, PRESENT RATE IS 1.765, ANY CONVEYANCE DOCUMENT MUST DE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX 1405T BE PAD AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. (NOTE A DEED EXEMPT I'R0M EXCISE TAX 13 STILL SUBJECT TO THE $500 TECHNOLOGY FEE AND AN ADDITIONAL 05.00 AFFIDAVIT PROCESSING FEE). 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY I, 5E001:0 IAF DFT.INOUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2013 TAX ACCOUNT NUIMBER. 222304-9068-03 LEVY CODE. 2413 ASSESSED VALUE -LAND: 0 835.500.00 ASSESSED VAWE-IMPROVEMENTS: $ 402,800 00 GENERAL & SPECIAL TAXES: BILLED: 1 17,566.85 PAID: 0 000 UNPAID,1 17,506.83 NOW: IF THE TAX AMOUNT IS NOT E3'E61.0 DIVISIBLE INTO PRO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT 0E ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THF. 1'AX PAYMENT 110 THE COUNTY. 5. P1EASE BE .ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF 11001 0F HECOHO. IF YOU SHOULD HAVE KNOWLEDGE 01 ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. 6. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERTY AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. C 7. IT IS OUR UNDERSTANDING THAT THE PROPOSED TRANSACTION WILL l0001Vi THE INSURANCE OF A IFASEHOLD ESTATE WHICH HAS NOT YET BEEN ESTABLISHED OF REC0R0. DOCUMENTS NECESSARY TO CREATE 3210 INTEREST MUST BE SUBMITTED FOR OUR REVIEW AND APPROVAL. IF ONLY A MEMORANDUM OR SHORT FORM OF LEASE IS 10 BE RECORDED, THE FULL INSTRUMENT. TOGETHER WTH ALL AMENDMENTS. MUST BE SUBMITTED. 8. THE EFFECT, IF ANY, OF QUIET PTL" ACTION: FILED IN: KING COUNTY SUPERIOR COURT CAUSE NUMBER: 94-2-11818-8 RESULTS V:ALI FOLLOW BY SUPPIEMENTAI. COMMITMENT. 9. 1HE PROPOSED CONVEYANCE MUST BE AUTHORIZED BY RE50LUDON CF 11/2 DIHECIORS OF 101 4'01104/160 NAMFD CORPORATION AND A COPY SUBMITTED: SIEHUNC REALTY ORGANIZATION CO, A 1YASHWGION CORPORATION 10. THE LEGAL DESCRIPTION IN THIS COMMITMENT I5 BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS 010NEO UN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. TOTAL AREA. 28,242± SF OR 0.648± ACRES (PERTAINS TO TAX LOT 222304-9068) POHA Os BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 (MAIN) 425,251.8222 (FAX) 426251.8782 LOCATED AT• 15848 PACIFIC HIGHWAY SO. TUKWILA, WA 98188 PROJECT NO. 18381 SCALE. DRAWN BY. I SHEET' •=20• I PCL' DATE. 1 CHECKED BY. 04/11/13 1 06H 1 of 1 L/3 -A3,7 E 8 1 WIDTH AS NOTED ON PLANS CROSS SLOPE 1/4" PER FOOT CONTRACTION OR WEAKENED PLANE JOINT 6' 1/2" PREFORMED. FULL DEPTH, JOINT MATERIAL EXPANSION JOINT NOTES: 1. CONTRACTION JOINTS EI'IALL BE PLACED AT A MAXIMUM INTERVAL OF 5 FEET. 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES, PCR'S AND EVERY 50 FEET. 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PRIVATE SDEWALK O NOT TO SCALE SEE PLAN H ADA COMPLIANT DETECTABLE WARNING ('TRUNCATED DOMES") LD CURB RAMP WITH RADII TRASH ENCLOSURE WALL CONCRETE 1/2"WIDE z 1/2" DEEP GROOVES SHALL BE SPACED AT 12 INCHES. ASPHALT PAVEMENT CONCRETE SIDEWALK RAMP 6' RADIUS 2' l ijrl-D I i 1 � I WHITE REFLECTIVE PAINT o, R � d. P ' 2 4" THICK SECTION A -A NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE WADOT AIR ENTRAINED, CLASS 3000 IN ACCORDANCE WITH WADOT SPECIFICATION SECTION 6-02.. 3. RAMP AND WINGS SHALL BE POURED MONOLITHICALLY. 4. MINIMUM WIDTH OF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 121. 5. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. 6. NORMAL GUTTER FLOW LINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. 7. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. 8. A 112" EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. PRIVATE CURB RAMP © NOT TO SCALE BLUE BACKGROUND - 1'_8" \ 8- F OF PARKING SPACE HANDICAP SYMBOL NOT TO SCALE SPECIFICATIONS: BIKES PARKED PER UNIT : 2 MATERIALS: 15" SCHEDULE 40 PIPE (1.9" OD) STAINLESS STEEL FINISHES: POWER COAT BLACK INSTALLATION: INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON PLAN MIN. 24" FROM BUILDING INSTALL WITH IG (IN -GROUND) MOUNT PER MANUFACTURERS RECOMMENDATIONS. BIKE RACK NOT TO SCALE NOTE: ALL ARROWS SHALL BE WHITE. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER PRIOR TO ORDERING OR PAINTING. DIRECTIONAL ARROWS NOT TO SCALE UNIVERSAL HANDICAPPED SIGN THIS SIGN TYPICAL AT EACH HANDICAPPED PARKING SPACE THIS SIGN AT VAN SPACES ONLY 1-31421-3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC EXTEND I I POST MIN. 3 FEET 0 BELOW GRADE HANDICAP SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL °UNIFORM TRAFFIC CONTROL DEVICES". LOCAL CODES, AND AS SPECIFIED. TRAFFIC SIGNS NOT TO SCALE RECEIVED JUL 03 2013 c;c nt 141.111,11 1 M NT vLLU I�� 4(,)CIVIL ENGINEERS - LANDWAFEARCH IT ECTJ Sterling Design Associates, Ilc 2009 W. UttlMon BwJ. 9210 Ultl9on, CO 93120 303.797.4727 ph W ww.Salin3a gWseooaesmm PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL, PE WASHINGTON REGISTRATION N 2 FOR B ON BEHALF OF STERLING DESIGN ASSOCIATES, 110 PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES. REVISIONS DESCRIPRON: NO 9 DATE: BY DESCRIPTON NO 5 DATE D ESCRIPTION DATE SCA. 06/14/13 N.T.S. PROJECT MANAGER'. SJM PROJECT NO. D ▪ BY: QB °RAVING FILE: PROJECT: •58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA98134 (206) 318-1575 SHEET TITLE SITE DETAILS Si-EET NUMBER: C202 LEGB'.J D EXISTING 5451 - SLOPE SPOT ELEVATION CURB AND GUTTER PROPERTY LINE CONTOUR FLOW LINE TOP OF WALL BACK OF WALL TOP OF CURB PROPOSED LIGHT POLE PROPOSED HANDICAP PARKING SPACE LANDSCAPE AREA GENERAL NOTES PROPOSED 51.75 50 FL TW BW TC 0. LS 1. REFER TO SHEET C100, C101 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STARBUCKS CO hi -Et CO MPAN Y A PORTION OFTHESN 1/4 OFTHESN 1/4 OFfCTION 22, TOWNS-IIP23 N., RANGE E, W.M. CITY OFEATAC, KING COUNTY, STATEOFWAS-IINGTON 1358.23@W -- 8W358.6± "/360.75 TW TIN 359.91 358 708W 358.25 147% TC F 11 TC' FL 6.81f 359,.68' 359.69' 359.31FL. 359148 .,48� TC IFL I ! TO/FL \ 359/39 \FL / 6e 358.82 4 1.85% 3 8.16 35 `14 • FL 59.02 359.60 360.05 359.50 360.15 5.005 359.60 357.27 359.00 359.60 359.98 358.80 356.85 d\ 356.65. 356,65 FG /358.80 3.54/0 _58.09 57,45 3`57.09 2,51% 356. 4o..• •. .. .. 3'' /3-56.22 0 CAUTION - NOTICETO CONTRACTOR / v , y}, 7777,77/7/71777777/7/7,/7/7i777727/) 77777/7/7'77/7/7777/7/777/7/T▪ 'Ti7/1; -i 123.7'-+. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. CONSTRUCTION NOTES O CONSTRUCT 6 -INCH CONCRETE INTEGRAL CURB. RE: SHEET C302, DETAIL A. CONSTRUCT 6 -INCH CONCRETE CURB AND GUTTER WITH 1 -FOOT SPILL PAN. RE: SHEET C302, DETAIL A. OCONSTRUCT TAPERED CURB CUT. RE: SHEET C302, DETAIL B. ®CONSTRUCT CONCRETE WALL AND RAILING. RE: SHEET C302 DETAIL C. OSAWCUT AND REMOVE EXISTING PAVEMENT, CONCRETE, CURB RAMPS, WALKS, AND/OR CURB AND GETTER AT LIMITS SHOWN © TAPER CURB FROM 6 -INCH VERTICAL TO FLUSH WITH PAVEMENT IN 3 -FEET. OCONSTRUCT IMPROVEMENTS TO MATCH LINE AND GRADE OF EXISTING CURB AND GUTTER. © CONSTRUCT 1 -FOOT WIDE CONCRETE CHANNEL THROUGH LANDSCAPE, O EXISTING CONCRETE WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 10 GRADE LANDSCAPE AREA TO DRAIN THROUGH CURB CUT AND ONTO ADJACENT DRIVE. 11 12 CONSTRUCT RAISED PEDESTRIAN CROSSING. RE: SHEET C302, DETAIL D. REMOVE 6' OF EXISTING RAILING AT PROPOSED SIDEWALK CONNECTION. CAP OR FINISH EXPOSED ENDS TO MATCH EXISTING RAILING. NORTH /N ID &)32O 1V SCALE: 1•= 10'-0' 20 Sterling Design Associates, Ilc 011/11 ENGIN 1/50. LAN CH:AFEAIEIHITEC 10 2079 W. Littleton Elva 4210 11111000, CO 80120 303794.472791 www.Serr g0eagaaodaeaoom PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL. P.E. WASHINGTON REGISTRATION N 2 FOR S. ON BEHALF OF STERLING DESIGN ASSOCISSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUES 8 REASONS NO 1 DATE. BY NO: 2 DATE DESCRIPTION: BY DESCRIPTION: NO. DATE DESCRIPTION'. BY NO: DATE' DESCRIPTION, BY NO.. DATE BY 08/14/13 1" = 10'-0" PROJECT MANAGER SJM PROJECT NO: SAB BY DRAWING FILE PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE GRADING PLAN SHEET NUMBER C301 0.5' 12.0' 0. 4 1/2" TRANSVERSE SLOPE SHALL MATCH THAT OF \ ADJACENT PAVEMENT REFER TO PLAN CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, 1 1/2" 19 1-1/2" — CATCH CURB INTEGRAL CURB 5" TRANSVERSE SLOPE SHALL MATCH THAT OF ADJACENT PAVEMENT SPILL CURB FRIVATECURB & GUTTER° NOT TO SCALE 6° CURB OR INTEGRAL CURB 8 GUTTER Vi - 1% MIN. SLOPE 2% MAX. SLOPE 3' TAPER (TYP) CURB OFBVING NOT TO SCALE CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. LANDSCAPING CONC. WALK (SEE C202. DETAIL A) INSTALL 42. HIGH RAILING, SEE NOTE BELOW 9" EXISTING SURFACE #4 REBAR 12"0.C.E.W. XPANSION JOINT NOTES: 1. CONSTRUCT RETAINING WALL WITH 42" HIGH PEDESTRIAN GUARDRAIL IN ACCORDANCE WITH A.D.A. REGULATIONS. 2. DETAIL, PROVIDE, AND INSTALL A PEDESTRIAN GUARDRAIL ALONG THE TOP OF ALL WALLS INSTALLED. SUBMIT DETAILS TO THE OWNER/DEVELOPER FOR APPROVAL PRIOR TO INSTALLATION. 3. COMPACT SUBGRADE AND CONSTRUCT WALL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. CON CRETE WALL © NOT TO SCALE TC/FL' 59.81To 359.6,8; 359.31 FL 359.23 FL 59.48 TC • 2.12% 359.08 F 3519.98 C RAISED PEDESTRIAN CROSBNG 1^=s DEIVED JUL 03 2013 CO 1t(J1UINIt-.I Sterling Design Associates, Ilc CIVIL ENGINEERS- LAN DH:AI£A/YLHITc TS 2009 W. 0IIIthn Bvd#210 Littleton, CO 80120 303/984727 ph www.SBrlinWeSOSAssocidescom PREPARED UNDER THE DIRECT SUPERVISION OF JAY M NEWELL. P E. WASHINGTON REGISTRATION NO. ARUM FOR 8 ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUES 6 REVISIONS NO3 1 DATE: DESCRIPTION'. NO.. 2 DATE DESCRIPRON BY NO 3 DATE. NO . DATE DESCRIPTION BY No: DATE NO DATE BY DESCRIPTION DATE 06/14/13 SCALE N.T.S. PROJECT MANAGER. SJM DRAWNPROJECT NO BY. SAB DRAWING FILE PROJECT 03 PROJECT NO. 58165-001 STARBUCKS COFFEE SHOP 15848 INTERNATIONAL BLVD. TUKWILA, WA 98118 OWNER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET IITLE GRADING DETAILS SHEET NUMBER: C302 G1 3- LEGEND EXISTING CURB AND GUTTER PROPERTY LINE CONTOUR PROPOSED LIGHT POLE PROPOSED HANDICAP PARKING SPACE LANDSCAPE AREA CONSTRUCTION FENCE INLET PROTECTION CONSTRUCTION ENTRANCE PROPOSED 50 LS LIMITS OF CONSTRUCTION 0011011011010101 SILT FENCE (OR WA DEPT. OF ECOLOGY APPROVED FOLIIVALENT EXIST. TECHNOLOGY) TEMPORARY BMP FOR CONSTRUCTION WITHIN EXISTING CROSS ACCESS DRIVE GBVERAL NOTES 1. REFER TO SHEET C100, C101, AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. CONTRACTOR SHALL CAP EXISTING UTILITIES IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS IN ASSOCIATION WITH BUILDING DEMOLITION FOR RE -USE. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STA RBU C KS CO f -i -u CO M PA N Y A PORTION OFTHESN 1/4 OFTHE SN 1/4 OFgCTION 22, TOWNS -IIP 23 N., RANGE4 E, W.M. CITY OFgATAC, KING COUNTY, STATEOFWAS-IINGTON v\ ) 111111111111111111011111111111101111111111011111N00111111011111111011111111MM01 innunmiliiiiimimiiimimiiiiimIRMIIIIMI1T141111ThIMMMmTlymmnIMMITMITIMMTMM1111111111111111011111111111111111111111111111111111111111llllilllitt01111111t11t111lIIIt11111i111111111111111111 STING BLD PROPOSED 614 SF BUILDING ins = �,- -_ ° _:� Art-**, � CONSTRUCT CE UPON DEMOLITION OF EXISTING BUILDING AND REMOVAL OF ��- o ASSOCIATED EXISTING PAVEMENT 37-4 II Mt rl SP. Fittrari Mira 11 1 I NIL Ls _ , LS I//�CL EXISTING CROSS ACCESS:. (- --CROSS ACCESS DRIVE TO REMAJN---' UNDISTURBED AND OP.EN-TO'' / TRAFFIC THROUGHOUT CONSTRUCTION. CONSTRUCTION IN DRIVE, REMOVE BMPS.TOALLOW CR09.S ACCESS TRAFFIC •--^'� --'� _ EXISTING 8100 TO 88 DEMGLISHED 9� 111111011111111 111111111l1111111101111111111111111111111101 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111IIIt111t11111111111111111111111111111111011111maim ll11110110111111111111101101111111111t111111int0 • ``31111t111111IIuIlII110111111T1111111111J1011001111I111 011110118 • /%lT7 7'1777't'7;i'/7/"7///7//%/7/ /7/7/.=; ///7/7177/./>t7/1/7/77/77777/771 123.7'± 1 EXISTING RETAIL BUILDING /_G1i////, 140.0'± Ll/ /_//_1 111/Z/_L/ 1L/Z/Z. /=/1/// ;i////; CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE, I\ -H '/1 \I / 1 i fr hi CU ED 1111.g6L so 3/0 zuiIs 20 NORTH SCALE 1°= 10'0° (;011/11/101 14 1 1 1-vs_LO1-10--44 r OSterling Design Associates, Ilc CIVIL ENGIN F13C- LAN DOCAi AFOEIITET:TS 2009 W. Littl4an DvU 8210 Littleton, CO 80120 303794.4727Ih www.SerlingDeglAmodeteaccfn PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL, P.F. WASHINGTON REGISTRATION NO 49182 FOR 8 ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC BY BY NO 3 DATE. NO DATE DESCRIPTION NO DATE DESCRIPTION NO LATE BY DATE 06/14/13 SCALE PROJECT MANAGER SJM PROJECT NO DRAWN er. JMN DRAWING FILE • PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA98134 (206) 318-1575 SHEET TITLE TESC PLAN SHEET NUMBER. C401 i3 si• LEGEND EXISTING 1' CONTOUR SLOPE SPOT ELEVATION CURB AND GUTTER PROPERTY LINE CONTOUR FLOW LINE TOP OF WALL TOP OF WALL TOP OF CURB PROPOSED LIGHT POLE PROPOSED HANDICAP PARKING SPACE LANDSCAPE AREA GENERAL NOTES PROPOSED IzJ FL TW BW T� LS 1. REFER TO SHEET C100, C101 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. CONSTRUCTION NOTES O CONNECT TO BUILDING WASTE LINE RE: PLUMBING PLANS FOR DETAILS IE= 355.90 (4") 4I INSTALL 6 LF 4" SS @ 2.0% MIN O INSTALL CLEANOUT RIM=359.10 IE= 355.70 (6") 0 INSTALL 6 LF 6" SS @ 2.0% MIN O CONNECT TO EXISTING 6" SIDE SEWER IE=355.50 (6") CONTRACTOR TO LOCATE AND VERIFY INVERT ELEVATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION © EXISTING 6" SIDE SEWER TO REMAIN, BE RE -USED, AND PROTECTED THROUGHOUT CONSTRUCTION O CONNECT TO BUILDING GREASE LINE RE: PLUMBING PLANS FOR DETAILS IE= 355.90 (4") OINSTALL 2 LF 4" SS Q 2.0% MIN O INSTALL GREASE INTERCEPTOR RE: PLUMBING PLANS FOR DETAILS 0 INSTALL 2 LF 4" SS @ 2.0% MIN 11 INSTALL 12 LF 2" VENT LINE RE: PLUMBING PLANS FOR DETAILS 0.REUSE EXISTING 1" METER IN EX METER BOX 13 INSTALL 90 LF 1? TYPE 'K' COPPER WATER SERVICE CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STARBUCKS COrrL±. COMPANY A PORTION OFTHE9JV 1/4 OFTHESA/ 1/4OFCFCTION 22, TOWNS-IIP23 N., RANGE4 E, W.M. CITY OFS=ATAC, KING COUNTY, STATEOFWAS-IINGTON S •1 �Z.. ,i • CAUTION - NOTICETO CONTRACTOR '7777//7/7/717772/7/7/777777T 77777777/7 /7/777777/7/'7/7/777777 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. f �Jllu 03112013 0 5 (15' ()kilIA/.J 211 NORTH SCALE: 1"=11p:sVLLUI3MLN C Sterling Design Associates, Ilc CIVII, F1JGIN[3TC3- LANDWAFEAOCHITEC'IS 2009 W. Littleton BNS 8210 Littleton, CO 80120 303.794.4727 ph W WW. 9erlinJJe40AWAo4esrom PREPARED UNDER THE DIRECT SUPERVISION OF JAY M. NEWELL. P E. WASHINGTON REGISTRATION 140. 49182 FOR 90N BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIM INARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUES 6 REVISIONS BY DESCRIPTIONT NOT DATE NOT 3 DATE: BY: DESCRIPTION NC, DATE BY: DESCRIPTION: NO. DATE. BY NO DATE DESCRIPTION BY DATE: SCALE. 06/14/13 1" = 10'-0" PROJECT MANAGE SJM R. PROJECT NO: DRAWN SJM Br. DRAWING FILE PROJEC PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE UTILITY PLAN SHEET NUMBER: C501 i s -oJ J 11 bt ki' i I I ? PROPERTY 4 LINE ,V I .`1 \i LANDSCAPING PV3fl < 3® SEE STRUCTURAL ' 11307 B C PLANS FOR FOOTING SPECS. CONCRETEDROVEC702 <l 67�� 5'-0" ppJqr C702 CONCRETE FLOWLINE HRU ©� FLOWLINE ark 117141P CONCRETE FLOWLINE —•\., 12372 i•-0" / 2'-6' r C702 EXIB THANK, YOU I 1 ONLY LANDSCAPING G PIPE BOLLARD `O� J `^ 71307-----..\,1 LANDSCAPING4A" / C702 (FLUSH WITH BACK OF CURB) • , TRASH ENCLOSURE j, v - - LANDSCAPING SIGNAGE FOR REFERANCE ONLY CLEA RANCEBARD IRECTIONAL SIGN DIRECTIONAL SIGN NOT TO SCALE NOT TO SCALE © NOT TO SCALE ISSUES 6 REVISIONS DESCRIPTION: - / / / / /( / NO3 DATE .. BY: DESCRIPTION: LANDSCAPING / / / / / NO.: 3 DATE. BY. DESCRIPTION./ ' // By / DESCRIPTION: CONCRETE FLOWLINE ! I ! „, EXISTING / (INTERNATIONAL BLVD.) / /// / / DEscRIPTioNATE BY. /' I I DETECTOR LOOP /• // / / LANDSCAPING NOT 6 DATE: BY: DESCRIPTION.�// CENTERED ON ! / /MONUMENT T SPEAKER POST 2' BELOW FINAL GRADE G PIPE BOLLARD SIGN TO BE / / PERPENDICULAR TO % i INTERNATIONAL BLVD. DATE.- 03178/73 1"70'-0" C702 (FLUSH WITH j BACK OF CURB) / / gh PROJECT MANAGER. PROJECT Na SJM I147DR- 40 j PVC CONDUIT / D F WN BY: DRAWING PILE(i)'�"SCHEDULE DOB j -ROUTE BACK TO PIPE BOLLARD G C702 C702 MENU PANEL ELECTRICAL PANEL/ (FLUSH WITH C7O2. PIVOT MIN. CLEAR DISTANCE BACK OF CURB) J CONCRETE FLOWLINE — 5-0 / PROJECT 4C 30 DEG \1 �" I /s0 / LANDSCAPINGRE: STRUCTURAL FOR 4 3" 3'-0” 1 -0 - 1-°- 1'-6 \ 1 / , FOUNDATION DESIGN _ 6 58165-001 ._.- / , II H I \ 11 3 i STARBUCKS COFFEE COMPANY " ORDER CONFIRMATION \ X 15848 INTERNATIONAL BLVD. SYSTEM POST C702 C702 0030--1 22j / — — -- - - ���_ ©� SPANEL ��..„,,„/ \ / 47. ` . I r� '� I BOARD E OF MENU 1 BOARD ABOVE J % J CONCRETE/ LINEPERTY FLOWLINE / TUKWILA, WA 98188 C702 C702 MENU BOARD II 1 — _ _ ) / %/ DEVELOPER'. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH III '(2) r' SCHEDULE 40 ! (11( V ROUTE BACKDATAD TO IMANAGERS DESK, AND (1) t" I fI /// / / SEATTLE, WA 98134 206 318-1575 ` , PVCCONDUIT/j -ROUTE BACK 70 ELECTRICAL PANEL DUEL DIGITAL DISPLAY DECEIVED / 'JUL 2013 SHEET TITLE; SIGNAGE LAYOUT MENU BOARD-30DEG ORIENTATION PRE -MENU BOARD 032013 MONUMENT SIGN SPE. NOT TO SCALE D NOT TO SCALE O NOT TO SCALE n .COM fJ1�J1�tU�� DEVELOPMENT C701 ' • - _ MI i s -oJ J THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. aDRIVE THRU DRIVEN ACRYLIC GRAPHIC PANELS SEE SHEET C701 FOR ORIENTATION OF GRAPHIC PANELS TO SITE FINISHED GRADE FRONT ELEVATION SIDE ELEVATION 13167 DIRECTIONAL SIGN ILLUMINATED DOUBLE SID EDO NOT TO SCALE B" • 6" YELLOW TRAFFIC STRIPE 6" DIA. CONCRETE FILLED STEEL TUBING PAINTED TO MATCH BUILDING TRIM FINISHED GRADE CONCRETE FOOTING LJ / BOLLARD DETAIL NOT TO SCALE 2._11 b• FINISHED GRAD 2-2" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT S800 FREESTANDING PRE -MENU BOARD NOT TO SCALE MONUMENT SIGN NOT TO SCALE FINISHED GRADE O THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. THANK YeLA EXIT ONLY ACRYLIC GRAPHIC PANELS SEE SHEET C701 FOR ORIENTATION OF GRAPHIC PANELS TO SITE `FINISHED GRADE 6" FRONT ELEVATION SIDE ELEVATION 13167 DIRECTIONAL SIGN ILLUMINATED DOUBLE SIDED 0 NOT TO SCALE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT PRIOR TO ORDERING, INSTALLING, OR CONSTRUCTING, THE CONTRACTOR SHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A MORE CURRENT DETAIL IS TO BE USED 0 Camera -ask, Microphone Engraved sign Speaker 10" FRONT ELEVATION SIDE ELEVATION ORDER CONFIRMATION SYSTEM PO ST NOT TO SCALE r g j// //i FINISHED GRADE J 2 r THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT S802 FREESTANDING 5PANELMENU BOARD NOT TO SCALE 10'-0" BAR 9'-6" CLEARANCE 5'-8" 4 (VERIFY HEIGHT) PRE -SPACED VINYL LETTERING APPLIED ON SITE AS NEEDED a �3 2"DIA. VERTICAL STEEL POLE /FINISHED GRADE 0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED UNDER SEPARATE PERMIT S613CLEARANCEBAR NOT TO SCALE DIRECTIONALDIySIGN I' ��7q "DIA. 12"LONG ANCHOR BOLTS _/ EMBED6"MIN. (2 EA.) FINISHED GRADE -6" DIA. #3 TIES (3 EA.) #3 TIES TYP VERTICALS (4 EA.) DIRECTIONAL PLATE OUTLINE t" CONDUIT FOR 120 VAC (CENTER IN FOOTING) PLAN 1 DIRECTIONAL SIGN FOOTING® NOT TO SCALE PRIOR TO ORDERING, INSTALLING, OR CONSTRUCTING, THE CONTRACTOR SHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A MORE CURRENT DETAIL IS TO BE USED OTE: G.C. TO vERIFv IF E%IST. FMr Au BE UBEO IN UEU OF NEW FOOTING ITYP.1 G ALL FOOTINGS SPEAKER/ CAMERA POST EMBED 48' MINIMUM LCHOR iS M (4 EA., GIRAOHEED POST BOTTOM PLATE OUTLINE CAN BEUSED I NLEUOF NEWTFOO 11?Ir 43W CONDUIT BUNDLECABLES (2) r' CONEVIT FOR CONDUITAUDIO AND DATA We FOR POWER ELEVATION ORDER SYSTEM POST FOOTING PLAN NOT TO SCALE cD D -jT�—JJJ�(ESIGTNA VAR ESMENU/PRE-MENU I %q'DIA. x 24"L ANCHOR BOLTS II Zr SHGRADE DE -4 EA.) FINISHED MENU BOTTOM GRADE PLATE OUTLINE #3 TIES (3 EA.) #3 TIES TYP @ 12" O.C. 95 VERTICALS (6 EA.) MENU FOOTING PLAN NOT TO SCALE 4"CONDUIT FOR 120VAC (CENTER IN FOOTING) CLEARANCE BAR 7/8"DIA. % 60"L A307 ANCHOR BOLTS EMBED 48" MIN. (4 EA.) FINISHED GRADE #3 TIES (10" O.C.) VERTICALS (4 EA.) CLEARANCE POST PLATE OUTLINE PLAN NOTES:1.A /E0 FOOTING DEPTH MAY VAF�.V A PE {SFFPEIry'rP! SOIL CONDITIONS. - 2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS. 1'-0" DIA. I, 3 BE WELLL DRAINED.OUND NOT BE ALTERED AND MUST O�� Yf iifff 4. EXPECTED GROUND BEAA�IdLAPp�j^I�A�T 2 3000 PSF. V L CLEARANCE BAR FOOG, ,, DEVLL ENT NOT TO SCALE SIGNAGE FOR REFERANCE ONLY ISSUES P. REMIONS GESCRIPITON: NO, 2 DATE DESCRIPTON BY: DESCRIPTION DESCRIPTION er DESCRIPTION DATE: 03118/13 1" = 10'-0" PROJECT MANAGER SJM PROJECT NO: DRAWN BY: DOB DRAWING FILE. PROJECT 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 OEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE SIGNAGE DETAILS SHEET NUMBER: C702 \ ,r 1.• 52,80' TYPE II LANDSCAPING 10- DL osawiffsw-a-spitivoswais _06 Tam. • WOOD MULCM IN , PLANTING AREAS EDGER 10- DL,,, 48-13G 1- BM 443H na 1•CL 3 -VB - ���i _� TYPEEIUQJDSCAPI a c)SterlingDesign Associates, Ilc CN11BJG:NEan- LAN O'S;APEA8CHIT8CTC NOTE: ALL UNPAVED AREAS SHALL BE COVERED WITH WEED BARRIER FABRIC AND FIBROUS WOOD MULCH UNLESS OTHERWISE NOTED. -J C 777777/7/777777 /7/T/T/77TllT?/7/77/7/ 7/777777/7/7/7/777/77 N 14'02'29'E 6.74' EXISTING RETAIL BUILDING CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR /1%L11L1/1///1/11�121 /L11Z7/1 /L1/11LL/ //// ////////////////////,�i7 ///,4 % N88'37'51 ii 185,84' - II N I/ LANDSCAPE CALCULATIONS LANDSCAPE AREA REQUIRED: 375 SF (25 PARKING SPACES X 15 SF) LANSCAPE AREA PROVIDED: 3,922 SF THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. 2009 W. Una on Bvd. 8210 Littleton. CO 80120 303794.4727 pr www.s91iC5D gW,odBoaom PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING. LANDSCAPE ARCHITECT WASHINGTON REGISTRATION N0.998 FOR HON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC • NO ewe DESCRIPTION: • BY BY DESCRIPTION' NO 9 DATE: DESCRIPTION BY. D ESCRIPPON BY DESCRIPTION. D ESCRIPTION. DATE O 6/14/13 LE 1"A= 10'-O" P ROJECT MANAGER, SJM PROJECT NO. D RAWN BY OQB PLANT LIST QUAN SYM. COMMON/BOTANICAL NAME DECIDUOUS TREES 1 AS AUTUMN BRILLIANCE SERVICEBERRY Amenlanchier x. grandifora 'Autumn Brilliance BM BOWHALL MAPLE Acer ruhrum 'Bowhall' 7 JZ CITY SPRITE ZELKOVA Zelkova serrata 'JFK-KW1' SHRUBS 43 HT HEBE Hebe topiarie 23 CJ PACIFIC COAST JUNIPER Juniperus conferta 'Blue Pacific 33 MK DWARF KOREAN LILAC Syringe patula 'Miss Kim' 8 SB FRAGRANT SWEET BOX Sarcococca ruscifolia 24 PW KEWENSIS WINTER CREEPER Euonymus fortunei 'Kewensis' 37 VB VARIEGATED BOXWOOD Buxus 'Aureovariegata' SIZE REMARKS 8' HT, FULL CROWN, STAKED MULTI -STEM B&B, SPEC QUALITY 2" CAL. FULL CROWN, STAKED BOB, SPEC. QUALITY 2" CAL. FULL CROWN, STAKED B&B, SPEC. QUALITY 5 GAL. SPACING PER PLAN 18"-24" HT. FULL FORM 5 GAL. SPACING 60" 0.C. 18"-24" SP. FULL FORM 5 GAL. SPACING 42"O.C. 18"-24" HT. FULL FORM 5 GAL. SPACING 36" O.C. 18"-24" HT. FULL FORM 1 GAL. SPACING 36" O.C. 18"-24" HT. FULL FORM 5 GAL. SPACING 36" O.C. 18"-24" HT. FULL FORM _ — STT/7/7777 ,27 QUAN SYM. COMMON/BOTANICAL NAME SIZE PERENNIALS, VINES, GROUNDOVERS, AND ORNAMENTAL GRASSES 2 BI BOSTON IVY 1 GAL. Parthenocisus tricuspidate ESTABLISHED 46 BG BIOKOVO GERANIUM 1 GAL. Geranium x. cantabriglense 'Biokovo' ESTABLISHED 3 CL ROOGUCHI CLEMATIS 1 GAL. Clematis 'Rooguchi' Integrifolia ESTABLISHED 151 DL HYBRID DAYULY 1 GAL. Hemerocellis spp. ESTABLISHED 32 LT LILY TURF 1 GAL. Liriope musceri ESTABLISHED 12 PH PATRIOT HOSTA 1 GAL. Haste tortunei 'Patriot' ESTABLISHED 16 MG DWARF MAIDEN GRASS 1 GAL. Miscanthus 'Yoko Jima' ESTABLISHED PERIMETER LANDSCAPE REQUIREMENTS REMARKS SPACING PER PLAN FULL FORM SPACING PER PLAN FULL FORM SPACING PER PLAN FULL FORM SPACING PER PLAN FULL FORM SPACING 24.0.C. FULL FORM SPACING PER PLAN FULL FORM SPACING 36" O.C. FULL FORM LOCATION: -FRONT -NORTH SIDE -SOUTH SIDE PERIMETER TYPE REQUIRED: TREES/SHRUBS PROVIDED: TYPE I LANDSCAPE, 2 TREES/ 9 SHRUBS 2 TREES/31 SHRUBS TYPE II LANDSCAPE, 8 TREES/32 SHRUBS 6 TREES/24 SHRUBS TYPE II LANDSCAPE. 7 TREES/29 SHRUBS 3 TREES/34 SHRUBS NORTH SCALE 1"= 10'-0" RECEIVED JUL 03 2013 COM('AUNI I Y y1zV QPMFNT DRAWING FILE: ^__ 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD, TUKWILA, WA 98188 DEVELOPER STARBUC KS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L101 CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. DO NOT CUT SINGLE LEADER, PRUNE DAMAGED OR DEAD WOOD AND C0.00MINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ON, 12 -NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. 12.0IA61. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. 14 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. 6' STEEL T -POST (2 MIN,) (4' EXPOSED) WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM 8 AT 2 -FT. INTERVALS_ RE: SPECS FOR TIMING. SET ROOT COLLAR 3- HIGHER THAN GRADE AT WHICH TREE GREW. 45 CIRCLE OF SHREDDED BARK MULCH (4) DEEP) AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND ED.. TREE PIT. II FINISH GRADE REMOVE ALL TWINE AND WIRE BASKET ENTIRELY, PULL BURLAP BACK 2/3 MINIMUM. 2 R ROOTBALL DIA. SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. SPECIFIED BACKF1LL MIXTURE STAKE TO EXTEND MIN. 24' INTO UNDISTURBED SOIL. UNDISTURBED SUBGRAOE ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR. SHADE TREE PLANTING NOT TO SCALE 3'A' MIN SHRUB PLANTING 0 CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1' HIGHER THAN THE GRADE AT WHICH IT GREW. 01G PLANT PIT TWICE A5 WIDE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4' DEEP OVER SPECIFIED WEED MAT, FINISHED GRADE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND 000r60LL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL 1HOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL. NOT TO SCALE 0 LANDSCAPE NOTES 1 COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS 00 BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL. ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR. FROM DATE OF FINAL ACCEPTANCE. AT NO ADDITIONAL COST TO THE OWNER. 4. COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE. THE L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN. THE L.A. SHALL PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING. TRIMMING, ROLLING. REGRADING. REPLANTING. DISEASE AND INSECT PROTECTION. O. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE. RIGHT OF REJECTION OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT 'AMERICAN STANDARDS FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OF NURSERYMEN, CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS. SOIL PREPARATION THE CONTRACTOR SHALL HAVE THE SITE SOIL TESTED PRIOR TO THE INSTALLATION OF PLANT MATERIAL BY AN INDEPENDENT LABORATORY AND SUBMITTED TO THE OWNER FOR APPROVAL THE CONTRACTOR IS RESPONSIBLE FOR AMENDING THE SOIL PER LABORATORY RECOMMENDATIONS. AT A MINIMUM. THE SHRUB BEDS AND GROUNDCOVER AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER 1,000 S E OF APPROVED ORGANIC MATTER. (C.N RATIO OF 15:1 - 30'1. MAX. 6 mm/os/4R SALTS). APPLY COMMERCIAL FERTILIZER (20-10.6) AND SUPER- PHOSPHATE ',TEN LBS. PER THOUSAND SQUARE FEET EACH. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SLC INCHES. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND an SITE SOIL, THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. 10. EDGER INSTALL 4' ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH INSTALL SHREDDED CEDAR WOOD MULCH IN ALL PLANTING AREAS AT A DEPTH OF 24(SUBMIT SAMPLES) 12. MAINTENANCE THE PROPERTY OWNER OF RECORD. THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING INA WELL MAINTAINED AND HEALTHY GROWING CONDITION. 13 IRRIGATION AN AUTOMATIC IRRIGATION SYSTEM MEETING LOCAL REQUIREMENTS SHALL BE DESIGNED AND INSTALLED PROVIDING AL/FOLIATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. SOD AREAS SHALL USE SPRAYS, WHILE ALL SHRUB AND PERENNIAL AREAS SHALL USE DRIP IRRIGATION. SEE IRRIGATION PLAN AND DETAILS, SHEETS L201 AND 1202. 14. WINTER WATERING VEGETATION UNDER ROOF CANOPIES ON THE NORTH SIDE OF THE BUILDING SHALL BE HAND WATERED BY THE OWNER TWICE A WEEK WHEN THE IRRIGATION SYSTEM IS SHUT OFF DURING THE WINTER SEASON. ECEIVED JUL 03 2013 Sterling Design Associates, Ilc CIVIL BNGINEr25- LAN D9:A.'SLARCHITETS 2009 W. Li111104 084.0210 Littleton) CO 80120 303.794.4127 ph www.0alin4444963066165mm PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING. LANDSCAPE ARCHITECT WASHINGTON REGISTRATION NO. 990 FOR B ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. 116 SUES a REVISIONS DESCRIPTION: - BY DESCRIFR1ON NO: 3 DATE NO.: I DATE. DEscRiPnom BY DATE 06/14/13 SCALE 1" = 10.0.. PROJECT MANAGER. SJM PROJECT NO. 8 BY: 00 DRAWING F. PROJECT 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA98134 (206) 318-1575 SHEET TITLE LANDSCAPE DETAILS L102 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: planning@pkwilaWA_gov BINDING SITE IMPROVEMENT PLAN NO. DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE IMPROVEMENT PLAN THEREOF PURSUANT TO RCW 58.17 AND FURTHER DECLARE THIS BINDING SITE IMPROVEMENT PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. STERIJNG REALTY ORGANIZATION COMPANY, A WASHINGTON CORPORATION BY: TITLE; ACKNOWLEDGMENT STATE OF WASHINGTON S5. COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE/THEY SIGNED THIS INSTRUMENT, ON OATH STATED HE/SHE/THEY EXECUTED THE INSTRUMENT AS OF STERLING REALTY ORGANIZATION COMPANY AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF 2013. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON PRINTED NAME RESIDING AT MY APPOINTMENT EXPIRES WASHINGTON ST MEMORIAL CEMETERY S loq. VICINITY MAP If N.T.S s Ts`y� APPROVALS TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 2013. CHAIRPERSON, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY 00 ________� 2013. KING COUNTY ASSESSOR DEPUTY ASSESSOR 222304-9068 TAX ACCOUNT NUMBER DOSTING LEGAL DESCRIPTION: (TAX LOT 222304-9068) THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT "H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DN. N0. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO, 1, WITH A LINE WHICH 15 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54" EAST ALONG SAID PARALLEL LINE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06' WEST 232.00 FEET AND NORTH 8638'54" WEST 353.80 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 17'12'20" EAST 405.10 FEET; THENCE NORTH 18'2740" WEST TO THE SOUTHEASTERLY LINE OF SOUTH 15811H STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1; THENCE SOUTH 20'05'39" WEST ALONG SAID HIGHWAY UNE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED 00 THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001823. DATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN MARCH, 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. REFERENCE SURVEYS: 1. R.O.S., VOL. 163, PG. 286, REC. N0. 20031027900003 2. R.O.S., VOL. 190, PC. 048, REC. N0. 20041210900003 BASIS OF BEARINGS: (NAD 83/91) NORTH 4704"34" EAST, AS MEASURED BETWEEN WG5 SURVEY CONTROL POINTS 93H-912 AND 93H-901, PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TOPCON OS AND A TOPCON GR -5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANT/ARDS FOR LAND BOUNDARY SURVEYS AS 501 FORTH IN WAC 332-130-090. ZONING & SETBACKS: RC ZONING MINIMUM SETBACKS: FRONT 20 FEET SECOND FRONT 10 FEET SIDES 10 FEET RESERVATIONS AND EXCEPTIONS: (PER CHICAGO TITLE COMPANY AL.T.A. COMMITMENT, ORDER N0. 1359579 DATED JUNE 5, 2013: 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20031027900003, AS FOLLOWS: BUILDING ON PREMISES HEREIN LIES UP TO 0.20 FEET SOUTH AND 0.38 FEET WEST OF BOUNDARY LINES; 6' CONCRETE WALK CROSSES AND STRADDLES WESTERLY BOUNDARY; AND CHAIN LINK FENCE NOT CONFORMING WITH NORTHERLY BOUNDARY. 2. MATTERS DISCLOSED 8Y SURVEY RECORDED UNDER RECORDING NUMBER 20041210900003, AS FOLLOWS: PORTION OF BUILDING ON PREMISES HEREIN LIES SOUTHERLY AND WESTERLY OF BOUNDARY LINES. 3-10. NOT APPLICABLE TO BE SHOWN ON SURVEY, VOL. PG. NEW LEGAL DESCRIPTIONS: NEW LOT 1: THE NORTH 60.81 FEET OF THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT "H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DIV. NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF STATE HIGHWAY N0. 1, WITH A LINE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54" EAST ALONG SAID PARALLEL LINE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06" WEST 232.00 FEET AND NORTH 88'38'54" WEST 353.80 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 17'12'20" EAST 405.10 FEET; THENCE NORTH 18'27'40" WEST TO THE SOUTHEASTERLY LINE OF SOUTH 158TH STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1; THENCE SOUTH 20'05'39" WEST ALONG SAID HIGHWAY LINE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH 5 A CORRECTION 01 DEED RECORDED UNDER RECORDING NUMBER 20010419001823. NEW LOT 2: THE SOUTH 89.19 FEET OF THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION 00 UNPLATTED TRACT "H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DN. N0. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, 'WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1, WITH A LINE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54" EAST ALONG SAID PARALLEL UNE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06" WEST 232.00 FEET AND NORTH 88'38'54" WEST 353.80 FEET, MEASURED RESPECTNELY AT RIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 17'12'20" EAST 405.10 FEET; THENCE NORTH 18'27'40" WEST TO THE SOUTHEASTERLY LINE OF SOUTH 158TH STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY LINE OF STATE HIGHWAY NO. 1; THENCE SOUTH 20'05'39" WEST ALONG SAID HIGHWAY LINE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001823. RECORDER'S CERTIFICATE FILED FOR RECORD THIS ____ DAY OF 2013 AT M tN BOOK OF _ AT PAGES AT THE REQUEST OF BARGHAUSEN CONSULTING ENGINEERS, INC. MANAGER SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE: THIS BINDING SITE IMPROVEMENT PLAN CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN JUNE 2013. Zola OWEN B. HILLE, PLS DATE WASHINGTON REGISTRATION N0. 40016 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, 5URVE6NG, ENVIRONMENTAL SERVICES DRAWN BY KMA DATE 6/10/13 SCALE; N/A CHECKED BY O8H J08 NO.: 16361 RECEIVED 'JUL 03 2013 COMU IJI'JI I 1 DEVL-LOPMLN <ANDERSO of 3 E 0 0 0 0 0 D a A PORTION OF THE SW1/4 OF THE SW1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON L/3 .033 SHEET 1 OF 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BINDING SITE IMPROVEMENT PLAN NO. 21 _ 22 25.70' - 28 7 0 10 I s 20 40 :tovao SCALE: 1'=20' END MIC, 2" BRASSY W/PNCH IN IP 0.5' DEEP AT INTX S. 160TH ST. AND INTERNATIONAL BLVD. Z� 014 WiOty PqR/ES 6' OVERHANGING BARBER SIGN 0.3' WEST OF PROPERTY LINE FND LEAD/TACK AT CORNER POSITION 914'02'29'E 6.74' FND LEAD/TACK AT CORNER POSITION 5.7' OVERHANGING "ACE" SIGN 2.0' WEST OF PROPERTY UNE S88'37'51'E 63.48' 160TH ST. SE 2610.27' S88'37'S1'E 2635.97' � N 22 N88'37'511N 55.36' WlDry VARi£S END LEAD/TACK AT CORNER POSITION SET REBAR/CAP "BCE 40016" 27 ti 0 7 END 1" BRASS MARKER IN CONC ANDERSON #29267" PARCEL 1 TUKWILA BLA L02-046 REC. NO. 20021025900001 APN 222304-9102 S88'37'51'E 185.62' PROPOSED 614 SF BUILDING .�� EXISTING SITE ACCESS \-NEW LINE LOT 1 11,376 SQ. FT, f �\ 0.26 AC. J 1 `,EXISTING \PARKING\ � s � 1'E 188.29 VOL. PG. SCRIBED 'X' AT CORNER POSITION 5 0 LOT 2 16,866 SO. FT. 0.39 AC. BUILDING CORNER 0.2' WEST OF PROPERTY LINE FND LEAD/TACK AT 2.0' OFFSET TO CORNER POSITION LOT A TUKWILA BLA L92-0037 REC. NO. 9212221723 APN 222304-9045 FND INC. 2" BRASSY W/PNCH 0.25' DEEP AT INTX S. 160TH ST. AND 42ND AVE S. EXISTING BUILDING N88'37'5119 185.84' BUILDING CORNER ON LINE 3 0 LOT B TUKWILA BLA L92-0037 REC. NO. 9212221723 APN 222304-9024 Nas cf tr ,p400160 fSTCR�' S4� nd 0,HAt4 18215 72ND AVENUE SOUTH 1, KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML EN015668MIG, LAND PLANNING, G ENO,NEF' SURVEI1NG, ENVIRONMENTAL SERVICES DRAWN BY KMA DATE 6/10/13 SCALE: 1"= 20' :NECKED BY: 086 JOB NO.: 16361 451 PARCEL 1 TUKWILA BLA L02-046 REC. NO. 20021025900001 APN 222304-9102 SET REBAR/CAP "BCE 40016" FND 1/2" REBAR/CAP "LS 8409 HART" ECEIVED JUL 03 2013 (;1 i, rf l: .)1 ,f 1 DbVbLOI'MLN I KANDERSON Date/Time:6/12/2013 9:18 AM Stale File: P:\ 16000s\ 16361 \survey\plats \ 16361 bsp0 i .A A PORTION OF THE SW1/4 OF THE SW1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON L/ 3 O3.S SHEET 2 OF 2 // // i 4\ 05 9.7' 0.9 1.3 +1.9 +2.5 '0.1 «0.1 9/r"y,�3i/ r.4 }-6.5,,.''0.6 0. 0.7 +0.6 •,6 '0,7 'r.• '0 1 IAl ' EXISTING STREET UGHT (NOT MODELED) 21, r /3' 16 4'0 '0.7 '0.8 40.9. '0 'L8 0.8 0.' t-0;'1-'7 '-, 1.1 41.1 J-0'" .0 0.9- 0.6 0 400W METAL HAUDE TYPE III DISTRIBUTION W/HOUSE SIDE SHIELD _.__.._. 2 ;10 1.5 '1.• -112.1 2.0 1.9 '1.9 .1 +1.6 1.3 +1.4 1.3 1. +1.5 1.6'2�2 '2.5 2.\ 24 2. `2.5 2.8 2.51 2.1 2.0 2.31\ 211 2. 1.6 '1.8 1pioti +2.6 2.7 �2:T�.B r�,u\28 3.3( 2.8 1 G 4.0�__1 4. 3 ..2 3.8 JHA -'--4.. 4.6 - � (� ..---- ^ ^ c ^BUILDING LIGHTING BY OTHERS_, ( GENERAL NOTES 0 SEE SHEET E-101 FOR SPEC0,_ _lal FIXTURE MODEL NUMBERS. O CALCULATIONS ASSUME A 0.80 UGHTING LOSS FACTOR. LIGHTING LEGEND I25FT, 400W METAL HALIDE POLE UGHT '0.8 '0.7 .5 1.5 ,+1.4 '1.3 400W METAL HALIDE TYPE IV SHARP CUTOFF DISTRIBUTION '0.6 '2.4 �b 2 012 ti.6 +2.8 4 7 �. 4 .2I 10.7 '.2 4.8 'A9 +4.7 '2.6 '3.• 2.1 28 '16 +2.0 7 / •1--r, �••1=� "/ 2 6I 2.2 __1<8 4 -, 1.5 3.8 37��I3.4 / .� '1.21 4.0 39�� �� ��+28 3.3 4,0 42..�4�3 3.B .•7 23 22 �. 2. 3.0 3.\ ''''''/4-1' 3.8 -'46 '5. +10\'6,0 3, 3.5 '3 {3.3 2.9 x'2.3 2.8 2. 3.+3.9 42 +5.6 \6.1 64P/,,,,ig:‘,./.0804,1 8 2 ' 0 "� .s +3.6 +4.0 ' Q , _ ta.22: 3. ' '.9 +3.0 '3.1 '3.4 +:.81:25,11`,46.3 3.8 r 5.7 _ _ Y3+27.6 +S.i j0,6r'4.4 5.3 5.5 \\6.0 +3.5 +3.6 +4.8 �'3. ' +5.1 X54\�63 `6.1 5.2 J/ 309 6 18 22 31/�4 55/55 50 �..r :' ."" 4. 9: 9 '+E6�4 5,7 65 4.6 / Y 31 4.7'"46 44 1.524---.."/„./ 65 45. 43 53 4,8 102/y3 5.9 4.6 d8•,, 4-1 3g '.4 +2.7 3.1 3:. 11- +11/.7;2 29 '36 33 /'3.9 +6.9 X6.1 / 40 40 49 /45 r.6 _0'1 .5 +39 3.5 `29 2 07'1'1.2 '1.5 '1.8 n= -y1 6, 1,2 1.4 1.4 4.5 1.6 1.7 2.1 2.5 .1 '0.1 '0.1 10.3 \\S"141'.-6-...,„"2.0 '0.9 1.0 ib�9,2 j`73' �1� { '2.4 '2.6 '0.1 +0.1 "q.2 015 ' 0.7 '0.8 '0.8 '1.0\'1.1 +1.1 \'iti 1.2\.11'1.4 1. 176------.40n/7,�\ +1 Of '1.4 '2.1 '2.8 I1 '3. EXISONS POLE UGHT (NOT MODELED) 0.7 (4 '1.6 '2.3 43,3 ,.0 44 +3.5 \ 1:8...._.y._` 1,3 % 1.6 '\D '3.2� 1.4 f A 1',".0 1 '13 �9---63'--;5.4 \ .1 2.6 2. 42.2 9J��.8 '1.8 '21 \2.1 `3.0 '4.4 «5.4 '4.5 T 1' 3 \\ 4.0 5-� 3- 3.0 2.5 \ 2.2 \2(i 2.3 \2.$. \1 4.6 4. 3.8\'3.1 42A,2+\ 2.3 5.3 5.1 +4.4 2 +32 428 \'26 13. 14.1 / 400W METAL HALIDE TYPE IV 57 ' s s a.7 / 4.a \\3/ «3., SHARP CUTOFF DISTRIBUTION +4.5 3,8 8113 '3.1 X554 '4.9 4Jj '4.1 /3f/ 8 2. � 46 '4.7 4- pF: '35' X31 ' 3.0 '3.0/ +3.3/' '3.6 /4/ '4.9 42 3.1 /3.5 +32 ' .1 '30{3.0 8 X3.1 y6 +5.5/3"8 3/ +2.7 / 8. 2 .2,7-"�3.1 28 3.p� -6--1 8,9 11.0 48.6 ..0 '2.3 + ;.1 23 '29 '3.6 /' 5.8 / 6 7 . = z.9 2,4 2.6 / ' 11 1: 1.8`�.1.8 }:7 41.9 41.5 7 /1.9 1.9 T.3 '1,3-'14,3 '1.3 41.5 (1.7 41 -4420W METAL HAUDE TYPE III DISTRIBUTION . W/HOUSE SDE SHIELD iii 25FT POLE LTS ON 2'-6' CONCRETE POLE BASE (TYP. 4) SITE LIGHTING FOOTCANDLE PLAN 0 5 10 20 30 L/3QL? //// 3 (0.5 0.5 / ' 0.2 ' 0.: // Y / 1/ / / RECEIVED JUL 03 2013 .6 0' 0.5 10.: 0.4 /'0: 0. / +0: 3 '0.: 0.2 'o.: LU{'Mt_141 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or In part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as slated above) until a written agreement M fully executed by both parties. REN®CN ENGINEERINGS 111 AVE. C NITA 104, 6NONpD/N, 00290 PH: 360-8634677 FX:386883-3565 rensch.onalneerIngDcomcastnet Revision Schedule Rev Date By Description > W To Q L 1- oo To o • • ° a U a co t0 Z 4...r a • co O W O ▪ • < a u) o. Store #: Project #: TBD 58165-001 Issue Date: 6-14-2013 Sbux Design Manager: Mika FukullEric Hopp Designed by: Shiloh Thorensen Drawn by: Dave Carlson Checked by: Chris Rensch Sheet Title: Scale: Site Lighting Footcandle Plan Sheet Number: E-102 STARBUCKS 15848 TUKWILA INTL BLVD PL13-031 L13-033 DESIGN REVIEW L13-034 BSIP V BINDING SITE IMPROVEMENT PLAN V March 4, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Jon Spencer 2009 W. Littleton Blvd, STE 300 Littleton, CO 80120 RE: Starbucks Land Use Applications Design Review Application (L13-033) BSIP Application (L13-034) Dear Mr. Spencer: On September 10, 2013 the City of Tukwila provided you a comment letter with regards to your pending Starbucks design review application at 15848 Tukwila International Blvd. On that same day, in a separate letter, the City notified you that the pending binding site improvement plan application was on hold until the design review comment letter was addressed. As of today, the City has yet to receive a response to the City's September 10, 2013 comment letter. Pursuant to Tukwila Municipal Code 18.104.130, the City is canceling both applications (L13-033 and L13-034) because you have failed to respond to the City's comment letter. If you wish to continue your project you will need to submit new applications. Please note that any vesting under the previous land use applications has terminated. If you have any questions, please cal. 20.6).431-3684 or send an email to Brandon.Miles @Tuk .• .. ov. Since rafidon J Miles Senior Planner cc. Files (L13-033 and L13-034) COPY 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 September 10, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jon Spencer 2009 W. Littleton Blvd, Ste 300 Littleton, CO 80120 RE: Tukwila International Blvd Starbucks BSIP Comments (L13-034) Dear Mr. Spencer: On September 10, 2013, the City of Tukwila mailed you a comment letter for the pending design review application (L13-033) for Starbucks at 15848 Tukwila International Blvd. Since site design issues need to be resolved, the City is placing on hold the BSIP application. Once the site plan has been approved, the City will complete its review of the BSIP application. Please note that the City is stopping the 120 -day clock outlined in TMC 18.104. If you have any questions, please call (206) 431-3684 or send an email to Brandon.Miles@Tukwilawa.gov. Sincerely, enior lann-r File (L13-034) A September 10, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jon Spencer 2009 W. Littleton Blvd, Ste 300 Littleton, CO 80120 RE: Tukwila International Blvd Starbucks Design Review Application (L13-033) Dear Mr. Spencer: The above design review application was submitted to the City on July 2, 2013. Also, submitted with the application was a binding site plat application. Below is the City's comment letter for the design review application. Until the site plan has been finalized it would seem prudent to hold off on review of the binding site plan. I had hoped to review the City's comments in person, but my emails to Andy Paroline have not been returned. A. Site Circulation The proposed site plan provides challenges for vehicular access to and from the site. As proposed, cars going to the proposed Starbucks will enter via a curb cut on the existing retail building site. Cars will then swing north and drive through the Starbucks site before making a left turn movement and heading north to exit. This presents several issues: 1. A choke point is created where traffic enters the Starbucks site from the retail building site. This is the same point where cars will take a left and head north through the Cendant property. The proposed landscaping in this area would likely prevent vehicles from being able to see one another. This seems problematic for cars entering the site and for those leaving the site. 2. The ADA stalls on the Starbucks site must cross traffic of individuals going to and from the Starbucks. There also appears to be inadequate sight distance for the ADA crossing with regards to the left turn movement from the building. 3. Finally, it is unclear how the proposed Starbucks will impact the vehicular movement on the retail building site. Is it the intent to have the flow of traffic on the retail traffic site be one way? Sheet C201 states that the lane of travel on the retail building site is 20 feet; however, that measurement assumes that there will be no obstructions within the lane width. The parking stalls along the front of the building do not meet code and, according to sheet C201 are only 15 feet in depth. This means that cars parking in these stalls extend into the drive lane. City code requires that the length of these parking stalls be a minimum of 21 feet. One possible solution to consider would be to have all ingress and egress to and from the Starbucks site be from the north. B. Site Design 1. The proposed crosswalks need to have a distinct appearance and not simply be the white crosswalk design. You could choose to install a distinct material or could consider a material that can directly be applied to the asphalt. The walkways should also be slightly raised. C. Building Design Planning staff has no comments on the overall building design. Early in the permit process the City met with Starbucks to discuss concerns about the proposed size of the building. Starbucks concern was that the City's requirement that the building be accessible to pedestrians had driven up the project costs. The City would like to first work with you to address the site design issues above before having a more in-depth discussion regarding pedestrian access. Provide details on the design of the trash enclosure. Staff would recommend split face CMU, painted to be consistent with the colors of the main building. The gate should be metal or other hard durable material. Chain- link is not durable and typically gets easily damaged. D. Signage The proposed wall signs appear to be too Targe. Please note that the size of wall signs is driven by public entrances to the building. Staff does consider pedestrian walk up windows to be public entrances. If a pedestrian walk up window is provided, the maximum wall sign permitted on that facade would be 20 square feet. All other fagades could have wall signs up to ten square feet. Staff is unable to determine if the project Starbucks logo on the front fagade meets code. E. Landscaping 1. In order to verify that there is no conflict, show the location of the monument sign on the landscaping plan. 2. Show above and below ground utilities on landscape plan to ensure there are no conflicts. 3. Sheet L101. Remove the note regarding installation of weed barrier — it's not effective in most locations, as weeds seed in on top of it and are impossible to pull out and bark mulch washes off it, leaving it exposed. 4. Sheet L101. In the wider areas of the planting strips (i.e. the NW, SW, and SE corners) substitute a tree species with a broad canopy instead of the Bowhall Maple. Suggestions: Acer miyabei Morton, or Acer freemanii Autumn Blaze or another species altogether, such as a conifer 5. Sheet L101. Bowhall Maple has been found to cause serious pavement buckling in our region where space is insufficient. Substitute another tree species with less invasive roots for the narrow spaces where this maple is specified, or specify installation of a root barrier for these areas. 6. Sheet L102, Landscape Note 8 - Soil Preparation: till in topsoil to a depth of at least 18 inches. Minimum organic content of soil should be 10% to meet Washington State Best Management Practices for landscaped areas. 7. Sheet L102, Landscape Notes: Add detailed specifications for plant quality per ANLA standards, especially those related to root ball size, trunk in the middle of the root ball, branching, etc. Page 2 of 3 A 8. Sheet L102, Shade Tree planting detail: Delete staking detail. If high quality B&B trees are specified and obtained, no staking is necessary and can be detrimental to the trees. 9. Sheet L102, Shade tree planting detail. Delete tree wrap note. 10. Shade Tree and Shrub planting details: notes regarding planting depth: all plants are to be installed so that the tops of the rootballs are at the same height as surrounding ground level — no higher, no lower. 11. Shade Tree and Shrub planting details: notes regarding bark mulch. Specify that mulch is to be kept 2-3 inches away from trunks and crowns of plants. 12. A plan for irrigated the new plants will need to be provided. F. Miscellaneous 1. Since the building is over 500 square feet it will need to be equipped with fire sprinklers. This comment does not need to be addressed at this time, but will need to be addressed at the time of submission of a building permit. Next Steps Your next step is to address the comments listed in items A-E of this comment letter. City staff is more than happy to meet to discuss this comment letter and to discuss how to move this project forward. Please call or email me to set up a time to meet. I can be reached via phone at (206) 431-3684 or via email Brandon.Miles@Tukwilawa.gov. Sincerel Brandon J. Miles Senior Planner cc. File (L13-033) Page 3 of 3 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 • Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning cr,TukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. 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 niy knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, aunts, engineers, contractors or other representatives the right to enter upon Owner's real property, located at ` , j' yill%i',2t�FYl�o,t t<l� 3t_VO for the purpose of application review, for the limited time necessary to complete that purpose. 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 L VL -4 (city), &)" (state), on /0 , 20 / 3 DA -7) /D .5eLAzoot (Print Name) (orb /o&• )` /4)/L. L / 3 �r� • (Address) 96rOd y e Nun (Signature) On this day personally appeared before me �,i%' D 5N.1.-wAti 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 muntfonenemelem. NSUBSCRIBED SOW PublicTO . RE ME ON TH : Dg1Y OF �+ LIA,P/ , 20 ( 3 tate o TT. ninFgton Lauren A Collins Commission Expires 10-4-201 My Commission expires on H:\Land Use Applications in PDF\Design Review-Administrative-Jan20I I.doc May 23, 2011 vA /3 r 6 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 starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staffare available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). tlfiit� �x e F �' <'i'343z'.� yt"'.. � �' , ��� � r .•� da rj��l89r 4 _°� �`'c d l����S ��S9f' A 8 `�4 �',�z ,f...M1. ?�sY.iK61XK4.'.;�`rff.a.,r'Irv� T-�. +.e: :'ev v ��� �� `b s�`� ... i3.�x���` ^'1,,��55�t-a 'ytj� d,-�£.,. "X':ny ' s. S+� '.C35 4?�: �. �" i^w: >� c'xd % ,y .�Y. .24 �."A.�5i.��.�'. � Vy APPLICATION MATERIALS: X 1. Application Checklist (1 copy) indicating items submitted with application. sj( 2. Completed Application Form and drawings (4 copies).+ - 7 )4 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17" i4. 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 5. Application Fee: See Land Use Fee Schedule online. 1\11a 6. SEPA Environmental. Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet). PUBLIC NOTICE MATERIALS: t ( 8`i 7. lithe project requires SEPA review or involves a BS1P of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Departwent determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. Tithe project involves a BSIP of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all properly owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks—must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City State Zip, with each of these fields as an individual column: 'IA, Name Street Address City, State, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, them is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due to issuance prior of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) 141A which shows the location of each property within 500 ft. of the subject lot. 'L - Plam nor W:1Applications•Handouts, Land Use12011 Applications 120I I LAND USE-WORD-docx Binding Site Improvement Plan-Jan2011.docx IL ., snix ,, , 11 S t 9C 6jjif''}(,)4.Y'? =.1 is ec �><r I b� it tr t s ck a inn a ravat a to yyya ' p�?tx'ub1tTarksatu E �'.';3h" y� '�YtA , is KE[•.1s��yk � 14 c."' q4 S .�. S'C.. .: •Z�`e' £ i iX.. N iut ` t.K.^ X L � "FSS �Y^' 't? k 'x .fgt2[ ,rAwn 'wi. bs .fv:i-��X u:...'a'i"a2��S$+,...:,` 34,E e$` PROJECT DESCRIPTION AND ANALYSIS: X 10. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (2 copies). Xi 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. X. 12. Any required maintenance agreements, easements or other documents ready for recording. "1/ ?� 13. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCS WDM). Two copies are required, for additional guidance contact Public Works. 14. 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. 15. Provide recorded documents that identify the nature and extent of existing easements. ` SURVEY: a template is available from the City in AutoCAD format ` f 7`• 16. (a) The survey must include the name of the project, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060. This shall be stamped by the surveyor. J( (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. *, (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot. X (g) Dash in required setback distances from all parcel lot lines. X(h) Fire access lanes and tum-arounds per Fire Department standards. (i) Locationof all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights-of-way and private access easements. X (k) Location, dimension and purpose of existing and proposed easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: v 17. (a) Landscape planting plan stamped and signedby a Washington State licensed landscape architect. Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". IQ I (b) Show all existing trees to be retained and; any tree protection tneasures required (for example fencing at drip line). W;lApplications-Handouts, Land Use12011 Applicationsu2011 LAND USE-WORDdocxxBinding Site Improvement Ptah-ian2011.docx Y.RGp�j d. 4a `'•�`'! f �'�:'.� Y3 .. ^'�. y�.y3�•j',y{f:tY +K�•�'FJ �:r� v p��, firi.�'7tM ,,; i � liW,".3.yy�i�V14-Y ..S { Y W .�4- i+ai ,,., �1��n /I�i, 3�AT. ; { & iYi :j � Pi.=�.: �� 3t1 t3_ r ..y Fn U�. Y{ � .�.�'S:. LY•�r � �..�i ��' s73 '� " � X `���,�' 4,..,.- .�.. cattail......�sr° E {-s r t"wt" L w .] moi. � �: F i •^ i�F' �.. t A {` '� "�.� ) S;i �x{,� ,�., y, y�r �,. .. '�i'�'� i xssx,,X ,f.Fp,ll,tY.'�ak � W' r 4'u�l� - �S�ty�� '� 'Y` ;,T" �•, ,„R rt�i ri' �,:_3, , rt w -r � kn- � � � e. yt•z` w v a � t ..., . �..... , , .. ... ad �✓:.,. �,rt�-.-� a r. - ..,�?�. �Y,�°r'�.}A�z rs S�/�`���tz,�,`�:..�i��^�'xX; �x SENSITIVE AREAS PLAN: 0 t �A 18. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, 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 sheet size 24” x 36". MiA (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. 1" *IA (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. 411P (d) Show proposed lot and tract lines. i CIVIL PLANS: 19. (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 sheet size 24" x 36". v (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. X (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 5 ft. beyond the property line). )( (d) Total expected cut and fill for buildout. (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 KCSWDM. 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. X (g) Locate the nearest existing hydrant and all proposed hydrants. N CI (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. N Pi (i) Plan, profile and cross-section for any right-of-way improvements. X (j) Show planned access to lots, driveways, fire access lanes and turn -grounds. �/ .�` (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. 4' (1) Show proposed lot and tract lines. W:1Applicadons-Handouts, Land Usc12011 Applieations12011 LAND USE-WORD-docx\Binding Site Improvement Plan_)nn2.011.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: pic minKi..:Tuf' ila!VA.gpv r C PIING SITE JUL 1M IBROVEMENT PLAN DEVELU}'MEN f APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: File Number: [__/ � —c_-) ,.. e...4 Application Complete Date: Project File Number: ,061) / ?� .- Qt ' Application Incomplete Date: Other File Numbers: C/, .- :.-- NAME NAME OF PROJECT/DEVELOPMENT:QJU-S LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. r5 Pet'lc. ur/ -ituem .A 4 9 1 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 22Z -- C101.12E03 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the 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: d LST Address: zcicW Lt-i-rizribm �7,61, b LT& O) (� tT N) eo ----i 4`1 `1 K . J PAX: Phone: E-mail: .2.1"\i • d.e- 9na55oCtO *-€Z . f1-01/1 Signature: Date: ///// 3 H:\Land Use applications in PDFBinding Site Improvement Plan-Jan20l t.doc GENERAL NOTES 0 SEE SHEET EE -101 FOR SPECIFIC UCHT FIXTURE NM NUMBERS. 0 CALCULATIONS ASSUME A 0.80 UGHTING LOSS FACTOR. LIGHTING LEGEND 25FT, 400W METAL HALIDE POLE UGHT '0.1 '0.1 '0.1 '0.1 '0.1 '4.y '0.1 'O.1; 0.1 0 / .3 ..4 /wq,/o.'"0. 0.7 0.6 ..6 '0.7 DOMING STREET UGHT (NOT MODELED) 0.8 10: '0.7 '0.8 '0.9 08 ..8 0.8 0 1�4 a 'o,;.1,• 0.5` 0.• 0.6 0. 3.5-0* 400W METAL HALIDE TYPE 1 DISIRIBUI1ON FI/HOUSE SDE 9181D 1177.111. 14 '1.4 1.4 ' 1.0 0.6 '0.6 '0.7 '0.7 '0.8 0.1 1• 2.0 1.9 '1.9 •.1 '1.e • 4 4 1s '1w 1.e s 1s 2.\ '2.5 '2.8 2.• 2.1 '2.0 2.3 X2.6 ('.t.8 \ 6 3.3 2 5 57.7 0. 3 '1.8 '2.5 22. 2. 2 24 2.3 2.3 2.0 1.8 2.1 2.3 1.8 1.r 1. r. 400W METAL HALDE TYPE IV SHARP CUTOFF OISIRIBUIION / " / /6 t13.2 0r ..6 '2.8('4.7 1 .7 4.8 0.6 '3.1 4,6 02'1 o 1.0 's.0 4.2 . 2 3.8 3.0 2.5 '2.2 i 2.3 '2.3 3.4. 6.1 5.7 ' 3.,. 1.9 '1.91 BUILDING UUGHHTMIC BY 01HERS 3.8 '3.7 /.444 4.44..11 '4.9 '5.3 '2.6 *3.3.--•;t3 2 '5.6 '4.5 '4.0 '3.9911%j//// 2.6 '3.8 '3.3 '4.0 '41, -*4.3 3 •f 3. .9 2.3 2.8 . X58 ''9 '5.7 .8 22 3.7 51 5.5 3 .('�2.6 �.9 1 : 2.4 J.1 4.6 4.4 5.4'9.0 '6.5 2. 2.1 2.4 2.7 3.1 32.<3.1 '3.3 22 2.9 '3.8 '3.3 'J.0 .8.9X•6.1 8.9 \, \ '4.0 '1.0 4.9 '4.5 '1.8 3. 6 0,•7 .1 '3.1)/'3.6 '2.8 / 2 yi 2.8 4.5\'4.3 '5.3 5 4.8 '102 5.9 4.8 6.13,, - 2.' .4 0.1 '0.1 '0.1 \0.3 '0.1 '0.1 .� 7 2.1 2.5 .. . i 1-'-rr-I1 t0.5 '0.9 -.71..-0-3---4-1.2,,;.•.......-\-'3----1.„,._.1......„1.13,1.3\ 1.0 1.0 '1.3\, ' 4 t:h\0 2.4 2.6 2.5 '2.4/ / 2.5 2.4 2.6 2.1 1.6 1.7 ,1. r. 21.--Z1 . • 4' 0'S '0.7 '0.8 '0.8 '1.0 '1.1 1.1 '1.2 .. 1.7 '1.9 'L9- '18 7:7 1. • ' .8 ' '1.9 '1.5 ' '1.3 '1.5 25FT pax in 1X1 400W METAL HALIDE \. / Y-6" CONCRETE POLE TYPE 10 OISTRIBUIION �' BASE (TW. 4)-. ..-______w/HOUSE 90E SHED \ /1 3.9 '3.5 '2.9/'2 0.5 0.7 3. 6.0/ 8.y ' 1.0 '8.6 '•.0 2.3 2.3 '2.9 '3.6/ '5.8 2 2.9 <1 5.7 .; 5. •__23'• / ,'%9, ./.4 X4. '5.0//'5.aa/ d. .5` 1v 71 1.8 '2.8� 3.4 ,4 , a 5.1 •4.3 ' SITE LIGHTING FOOTCANDLE PLAN hisrU°N=1....°7 9 3. 20 1. 2 .6 '2.0 �h r 1.1 t L/ 3 - o 3 4 0.5 /0.3 0. I0 RECEIVED WI; ILR PUBUl)NN10AK5 RECENED NL 0324 Ut Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 These Drawings and Spe06cations are confidential and shall remain the sok property of Starbucks Corporation. They shall not be reproduced (n whole or In part), shared with third parties or used in any manner on other projects or extensions to this project without the pricy mitten consent of 510,5,0ks Corporation. These drawings and spoclfntions are intended to express Design Intent lora prototypical S1Wucks store (which I sub)ect to Mange at enytkna) and do not railed actual site conditions. Neither parry Mag have any obligation nor liability to the other (except as stated above) until • written agreement Is fully executed by both partial. M NiCN E'N®INURINO 111 Att. COM 104. WIN Mb 360.8834671 FX13604634605 rensch.anglnaaringgicomcast.nat Revision Schedule Ru Date By Ducriptkn Store #: Project #: TBO 58165-001 Issue Data: 6.14-2013 Shur( Design Manager. Mike Fuk..WErIc Hopp Designed by: Shiloh Tharansen Drawn by: Dave Carlson Checked by: Chris Renato Sheet Title: Scale: Site Lighting Footcandle Plan Sheat Number. E-102 GENERAL NOTES 1. AU. MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE CITY AND APPLICABLE UTILITY DISTRICT STANDARDS AND SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND ANY APPLICABLE STANDARDS. THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE CITY AND APPLICABLE UTILITY DISTRICT(S). 2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ANDA COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON SITE AT ALL TIMES. 3. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS. UNLESS SPECIFICALLY STATED OTHERWISE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED. INSTALLED. CONSTRUCTED, REMOVED. AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PIANS. is BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMAT/ON 15 NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS. ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFUCTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8 THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CT' AND ALL UTILITY COMPANIES/DISTRICTS INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING LmLTES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED N A TIMELY FASHION AND WITH A MINIMUM DISRUPT/ON OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 7. IT IS THE RESPONSIBILT/ OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 8. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDNATE WITH UTIUTY COMPANIES/DISI RIOTS TO OBTAIN TEMPORARY POWER, TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTORS RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FOR WORK INCLUDING. BUT NOT LIMITED TO DEMOLITION. STREET CUTS. UTILITY INTERFERENCES. TRAFFIC CONTROL, GRADING. AND UTILT' FROM AU- APPLICABLE LLAPPLICABLE AGENCIES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION. TRENCHING. SHORING. TRAFFIC CONTROL AND SECURITY. 11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION FENCE PRIOR TO, AND THROUGHOUT CONSTRUCTION. 12. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPUCABLE LOCAL, STATE. AND FEDERAL HEALTH AND SAFETY RULES AND REGULATIONS. • 13. E M.U.T.C.D. TO THE APPROPRIATE THE A U SI SUBMITTRAFFIC TTACCORDANCE -OF-YAHORSAEFOR APPROVAL, PRIOR TO ANYCONSTRUCTION CT ES WITHIN, OR AFFECTING. THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND AU. TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPECTIONS AS REQUIRED BY THE CITY, STATE, OR LOCAL DISTRICTS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH INSPECTION. 15. THE CONTRACTOR SHALL NOTIFY THE CT' AND LOCAL UTILITY COMPANIES/DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. 16. THE CONTRACTOR SHALL NOTIFY TIE CITY AND LOCAL UTILITY COMPANIES/DITRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY. 17. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY GROUND -DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTRE DISTURBED AREA IS STABIUZED WITH HARD SURFACE OR PERMANENT LANDSCAPING. 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO STREET PAVEMENT, FENCES, SOO, LANDSCAPING. SPRINKLER SYSTEMS, ANO UTILITIES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION. 20. INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING UTILITIES. SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDED FOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID. 21. ALL DEMOLITION. REMOVAL- DISPOSAL AND ABANDONMENT OF UTILITIES. STRUCTURES. SITE IMPROVEMENTS AND SITE FURNISHINGS SHALL BE DONE IN ACCORDANCE WITH ALL APPUCABLE FEDERAL. STATE AND LOCAL STANDARDS AND • SPECIFICATIONS. 22 DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT O BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN. CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 23. RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS, GROUT, AND STEEL SHIMS TO ADJUST THE MANHOLE FRAMES TO THE REQUIRED FINAL GRADE IN CONFORMANCE WITH THE CITY OR UTILITY COMPANY/DISTIRCT STANDARD SPECIFICATIONS. ALL FRAMES SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO THE FINAL UFT OF ASPHALT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BULT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES. 25. AS -BUILT PLANS AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY, COUNTY. STATE. FEDERAL OR UTILITY DISTRICT; OR TO THE OWNER/DEVELOPER AS REQUIRED BY AND N ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPERS CRITERIA. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS CO 4 -t -t±. COMPANY A PORTION OFTHESN 1/4 OFTHESN 1/4 OF SECTION 22, TOWNS-IIP23 N., RANGE4 E, W.M. CITY OFgATAC, KING COUNTY, STATE OF WAS-IIN GTON VICINITY MAP PROJECT LOCATION WASHINGTON MEMORIAL CEMETARY NORTH s-IIEEr INDEX C100 COVER SAES - C101 GENERAL NOTES C102 STANDARD CITY NOTE 1 OF 1 SJRVEY C201 STE RAN C202 STE DETAILS C301 GRADING RAN C302 GRADING DETAILS C401 TEESr RAN C501 UTIUTY RAN C701 STARBUCKS STE 9GNAGE C702 STARBUCKS STE 9GNAGE DETAILS L101 LAND 9rAPE RAN L102 LANDSCAPE DETAILS LEGAL DES✓RIFTION A PORTION OF THE SW 14/ OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23 N., RANGE 4 E., W. M., CITY OF TUKWILA, 5ING COUNTY. STATE O< WASHINGTON. BASSOFBEARING (NAD 83/91) NORTH 47.0434' EAST, AS MEASURED BETWEEN WGS SURVEY CONTROL POINTS 93H-912 AND 83a1'901. BBJ CH MARK DOGS VERTICAL CONTROL PONT 93V-812 BEING THE TOP OF A FOUND CONCRETE MONUMENT IN CASE AT SOUTH 168TH PL. AND 31ST PL SOUTH. 10.85 DOWN FROM SURFACE. ELEV.• 437.48 US FEET. FLOODPLAIN THE SUBJECT PROPERTY IS LOCATED IN ZONE X (SHADED). AREAS OF 02% ANNUAL FLOOD CHANCE, WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT, ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMUNITY-PANEL NO. 53033C0960 F, DATED MAY 16, 1995. F1.000 INFORMATIOI4 IS SUBJECT TO CHANGE. STE DATA GENERAL NOTES 26. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CMY, COUNTY. STATE OR LOCAL DISTRICT AND THE ENGINEER OF RECORD. 27. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR. MIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES. WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNERIDEVELOPER AND THE ENGINEER IMMEDIATELY. 28. BENCHMARK VERIFICATION : THE CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), 8Y RUNNNG A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS. AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 29. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATION. 30. THE SITE CONSTRUCTION PLANS INDICATE THE WORK TO BE COMPLETED FOR THE PROJECT. THE CONTRACTOR SHALL COORDINATE SND WORK WITH THE OWNER AND THE TENANT CONSTRUCTION MANAGERS) TO CONFIRM THE LIMITS AND DETAILS OF THE WORK TO BE PROVIDED AND COMPLETED. CONSTRUCTION SHALL ALSO BE COORDINATED WITH TENANT IMPROVEMENT PLANS AND LANDLORD WORKLERER. 31. REFER TO SHEET C101 AND C102 FOR ADDITIONAL PROJECT NOTES. 32 CONCRETE PAVEMENT JOINTS SHALL MEET THE REQUIREMENTS OF WADOT STANDARDS AND SPECIFICATIONS SECTION 5.05.3(8)A. 8 AND D; AND WADOT STANDARD PLAN NO. 940.1902 FOR TRANSVERSE CONTRACTION JOINTS (W/O DOWELS)AND }' ISOLATION JOINTS. CONTRACTION JOINTS SHALL BE PLACED EVERY 112 AND ISOLATION JOINTS EVERY 824' UNLESS SPECIFIED OTHERWISE IN THE PLANS. MODULAR BUILDING COORDINATION PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS TO VERIFY COORDINATION BETWEEN THE MODULAR BUILDING PLANS AND THE SITE CONSTRUCTION PLANS FOR THE FOLLOWING, ATA MINIMUM: 1. BUILDING D/MENSIONS, SETBACKS FROM SITE FEATURES. AND ENTRY LOCATIONS; 2. SITE GRADES. FINISHED FLOOR ELEVATION. STRUCTURAL FOUNDATION DESIGN. AND ENTRY ELEVATIONS; 3. ALL UTILITY SIZES; AND BOTH HORIZONTAL AND VERTICAL BUILDING ENTRY LOCATIONS. CIVIL ENGINEER AGBJCY RLS STERLING DESIGN ASSOCIATES. LLC 2009 W. LITTLETON BLVD. 8300 LITTLETON. 0080120 (303) 794-4727 CONTACT: MR. JAY M. NEWELL. PE LANDS APEARCH ITB T STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. 830 LITTLETON. CO 80120 (303) 794-4727 CONTACT: MR WAYNE STERLING, RLA SJ RVEYO R BARGHAUSEN CONSULTING ENGINEERS. INC 18215 72ND AVE. SOUTH KENT, WA 96032 (425) 251-6222 CONTACT: OWEN B. HILLE, PLS PROJECT DESCRIPTION: DRIVE THROUGH RESTAURANT ASSESSORS PARCEL NUMBER. 2223049069 OCCUPANCY CLASSIFICATION AND TYPE OF CONSTRUCTION: TYPE B: TYPE V43 BUILDING AREA: 614 SF AREA OF WORK: 11,404 SF REOUIRED SPECIAL INSPECTIONS: N/A L/3 d��34I PLANNING/ZONING DEPARTMENT CITY OF TUKWILA 8300 80UTHCENTER BLVD.. SUITE 100 TUKWILA. WA 98188 (206)431.3951 CONTACT: MS. MOIRA CARR BRADSHAW FIRE DEPARTMENT TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4407 CONTACT: MR. AL METZLET STORM SEWER DEPARTMENT CITY OF TUKWILA 8300 SOUTHWEST BLVD., SUITE 109 TUKWILA. WA 98188 (206) 4330179 CONTACT: MS. JOANNA SPENCER SANITARY SEWER DEPARTMENT VALLEY VIEW 3460 SOUTH 148TH, SUITE 100 SEATTLE, WA 96168 (206) 2423236 CONTAC': MR. ROB THAYER ELECTRIC COMPANY SEATTLE CITY UGHT 1300 NORTH 97TH ST. SEATTLE, WA 96103 (206)386.1671 CONTACT: MS. MARILYN BOLAND RIGHT OF WAY CITY O JEATAC 4800 SOUTH 188TH ST. SEATAC, WA 96188 (206) 9734737 CONTACT: MS. LENA KULICZKOWSKA WATER WATER DISTRICT N0.125 3460 SOJTH 148TH ST_ SUITE 110 TUKWILA, WA 88188 (208)242-9547 CONTACT: MR MARK PARSONS BUILDING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 93198 (206)431-3678 CONTACT: MR. DAVE LARSON HEALTH DEPARTMENT KING COUNTY PUBUC HEALTH 401 5TH AVE.. SUITE 1100 SEATTLE, WA 96104 (206)263-8448 CONTACT: MS. JASMINE GEORGE TELEPHONE CENTURY LINK (253)372.5325 CONTACT: MR. WARREN PERKINS oc), Sterling Design Associates, Ilc RECEIVED JJUL 05 2013 TUKWILJ\ P CNA ENGIN EERS. LANDSAPEAIGHITECTS 2037W. URN InB 4210 LAS... CO 62120 303701A721 IA wwW9rM4PempWscimi Mmm PREPARED WDER INE pfECT SUPERMAN OF JAY LL NEWELL. P.E. WASHINGTON REGISTRATION NO. 4910 FON t ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STIRLING DESIGN ASSOCIATES. LLC 110.1 DATE, DE4mm10N 213, DESCRIPTIO. ND. 2 DATE CESCRISOMN N: N0. . ME IE4Ln PIMIt ST MTE DESCRVTK ST: 4/l MTE DESCRIPTIO', 11, LIME 06/14/13 TIuiE N.TS. PRCIECINAMM202 5JM PADTECI4/1 ORA -PID FAE DOB PROJECT: • PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE. WA 98134 (206) 318-1575 MEET TIRE COVER SHEET MEET 10.3312212 C100 RECEIVED 1UL 03 2013 GENERAL GRADING AND DRAINAGENOT6 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR. HIS SUBCONTRACTORS. OR OTHER AFFECTED PARTIES. WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 3. ALL EARTHWORK. GRADING, OVERLOT GRADING, BACKFILLING, FLUNG, EXCAVATION, COMPACTION, PAVEMENT, AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIF ICALLY FOR THIS SITE. 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH MODULAR BUILDING PLANS AND SPECIFICATIONS. 5. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB AND GUTTER AND UTILITIES 6. SPOT ELEVATIONS REPRESENT FLOORIIl5(BOTTOM FACE OF CURB) WHERE SHOWN AT CURE AND GUTTER UNLESS OTHERWISE NOTED. 7. CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK. SLAB. OR GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTORS RESPONSIBILITY. 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES. 9. REFER TO SITE PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS. 10. GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS. ALL CURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 11. THE CONTRACTOR SHALL HAVE FORMS CHECKED BY A SURVEYOR FOR CURB AND GUTTER ADJACENT TO EXISTING ASPHALT OR CONCRETE. THE CROSS SLOPE SHALL NOT BE LESS THAN 2% OR GREATER THAN 4% FROM THE EXISTING SAWCUT UNE TO THE PROPOSED LIP OF GUTTER. DO NOT PLACE CONCRETE IN FORMS THAT HAVE BEEN CHECKED TO BE OR APPEAR IN ANY WAY INCORRECT. CONTACT THE ENGINEER IMMEDIATELY IF A PROBLEM SHOULD ARISE. 12. THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FR AND CONTINUOUS GRADE. 13. THE CONTRACTOR SHALL ASSURE POSRNE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAVED AREA 14. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED, ACCORDING TO THE LANDSCAPE PLAN. 15. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 16. IF ANY EXISTING STRUCTURES, SIDEWALK. AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED WRING CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT CLOSEOUT. 17. ALL GRATES. MANHOLE WAS, VALVE BOXES. VALVE COVERS. CLEANOUTS, AND VAULT OR BOX COVERS SHALL BE ADJUSTED TO 'AS CONSTRUCTED' FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 18. NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO ONE (1) VERTICAL FOOT, ORAS OTHERWISE SPECIFIED BY LOCAL CRITERIA. 19. ALL CONCRETE PAVEMENT, CONCRETE FLATWORK, CONCRETE STRUCTURES AND CONCRETE UTILITIES SHALL BE IN ACCORDANCE WITH THE MATERIAL RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 20. THE CONTRACTOR SHALL PROTECT THE PROJECT BENCHMARK THROUGHOUT CONSTRUCTION AND SET ADDITIONAL PROJECT BENCHMARKS AS NECESSARY TO MAINTAIN VERTICAL CONTROL THROUGHOUT THE DURATION OF THE PROJECT.. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS N ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDEftGRW ND MEMBER UTILITIES. CAUTION - NOT10ETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILT' COMPANIES AND. WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTALIT7E5 AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STARBUCKS CO I-F-tt COMPANY APORTION OFTHESN 1/4OFTHEW 1/4OFSrTION 22, TOW NS-1IP23 N., RANGE4 E, W.M. CITY OF SSATAC, KING COUNTY, STATE OFWAS-IINGTON GENERAL ERO SON CONTROL NOTES 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT NOTES. 2. THE OWNER, SITE DEVELOPER. CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT. MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN. THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY ASA RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED INA TIMELY MANNER. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLAN AS SUBMITTED AND APPROVED DOES NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE HAND OWNER AND/ OR HIS SUCCESSORS OR HEIRS; UNTIL SUCH TIME A5 THE PUN IS PROPERLY COMPLETED. MODIFIED, OR VOIDED. 4. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION. TRENCHING. BORING. GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SWILL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC.. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 5. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY 'BEST MANAGEMENT PRACTICES' AS INDICATED ON THE APPROVED EROSION CONTROL PUN. 6. THE DEVELOPER, GENERAL CONTRACTOR. GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAYS. 7. THE USE OF REBAR STEEL STAKES. OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES: OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES I5 NOT ACCEPTABLE 8. APPROVED EROSION AND SEDIMENT CONTROL' BEST MANAGEMENT PRACTICES' (BHP) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BAPS WEEKLY AND WITHIN 24 HOURS AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED INA TIMELY MANNER SEDIMENT WILL BE REMOVED AND DEVICES REPAIRED AS SOON AS PRACTICABLE. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. OR IN ACCORDANCE WITH LOCAL. STATE, AND FEDERAL REGULATIONS. ALL INSPECTION, MAINTENANCE, AND REPAIR PRACTICES SHALL MEET APPUCABLE LOCAL, STATE. AND FEDERAL REGULATIONS. 9. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT TO RECIEVEING WATERS AS REQUIRED BY THE PLANS. THE CONTRACTOR SHALL EFFECTIVELY PREVENT AND CONTROL EROSION AND SEDIMENTATION ON CONSTRUCTION SUES AT THE EARLIEST PRACTICABLE TIME. IN GENERAL, CONTROL MEASURES WILL BE IMPLEMENTED PRIOR TO THE COMMENCEMENT OF EACH CONSTRUCTION OPERATION CR IMMEDIATELY AFTER THE AREA HAS BEEN DISTURBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE ACTIVITIES SHALL BE MANAGED AND CONTROLLED SO AS TO MINIMIZE THE RUNOFF OF POLLUTANTS. DISTURBANCE OF VEGETATION SHALL BE MINIMIZED AND LIMITED TO ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. ALL EROSION, SEDIMENT AND WATER POLUITION CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. 10. WATER USED IN THE CLEANING OF CEMENT TRUCK DELNERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, CONTANMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 12. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT INA TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. 13. THE CONTRACTOR SHALL PROVIDEA DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE ALL MAJOR CONSTRUCTION ACTIVITIES ASW WEU. AS THE INSTALLATION OF PROPOSED EROSION CONTROL MEASURES, SEDIMENT/POLLUTANT CONTROL MEASURES, INTERIM AND FINAL SITE STABILIZATION MEASURES, PERMANENT EROSION PREVENTION MEASURES, AND PERMANENT WATER QUALITY ENHANCEMENT FACILITIES. 14. THE CONTRACTOR SHALL SUBMITA SPILL PREVENTION AND MANAGEMENT PUN. THE PUN SHALL IDENTIFY THE MEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND EXPEDITE THE CLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL PETROLEUM.OR HAZARDOUS MATERIALS. 15. EXPOSURE OF SPOIL PILES CREATED DURING 11711.111. TRENCHING SHOULD BE MINIMIZED. LOCATION OF SPOIL PILES SHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE PATHS. 16. STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND WATER EROSION THROUGH THE USE OFA LAYER OF SUITABLE MULCH. TEMPORARY REVEGETATION. OR EROSION CONTROL MATTING/GEOTEXTILES AT A MINIMUM. ANY OF THESE METHODS SHALL BE APPLIED A7 TIMES AND FREQUENCIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS: (1)70 DISTURBED AREAS AND STOCKPILES AFTER FINAL GRADING IS REACHED, (2) 70 DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT, AND (3) 70 STOCKPILE CONSTRUCTION ON ANY STOCKPILE WHICH WILL REMAIN DORMANT . SAID STABILIZATION PRACTICES SHALL BE APPLIED PER MANUFACTURER ANDKJR SUPPUER RECOMMENDATIONS AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED. 17. OWNER/CONTRACTOR MUST OBTAIN CSWGP STORM WATER DISCHARGE PERMIT FROM THE WASHINGTON DEPARTMENT OF ECOLOGY (WADOE). IF REQUIRED IN ACCORDANCE WITH WADOE CRITERIA AS CONFIRMED BY OWNER/CONTRACTOR. GENERAL UTILITY N OT6 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. WHEN RIS NECESSARY TO LONER OR RAISE WATER UNES AT STORM DRAINS AND OTHER UTILITY CROSSINGS. A MINIMUM CLEARANCE OF 150 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARDS AND 7145 RECOMMENDATIONS CF THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL SUBMIT COMPACTION TEST RESULTS TO THE GOVERNING AUTHORITY IN ACCORDANCE WITH THE GOVERNING AUTHORRYS CRITERIA 4. ALL WATER UNES SHALL HAVE A MINIMUM COVER OF 5.0 -FEET. 5. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF UTILITY ENTRANCES. 6. WATERUNES SHALL BE TESTED AND DISINFECTED W ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 7. SANITARY SEWER UNES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITYS STANDARDS AND SPECIFICATIONS. 8. ALL WATER. STORM SEWER AND SANITARY SEWER MAN AND SERVICE LINES SHALL 8EEE0DED IN ACCORDANCE war THEGOVERNING AUTNORRY55TANDARDS AND SPECIFICATIONS. • 9. LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERUNE TO CENTERLINE OF FITTING. BEND, MANHOLE AND/OR INLET. THEREFORE. LENGTHS SHOWN ARE APPROXIMATE 10. CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON ALL FERROUS METAL WATER SERVICE UNE AND FITTINGS IN ACCORDANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 11. THE CONTRACTOR SHALL COORDINATE THE EXACT ALIGNMENT, CONNECTION POINT, AND BUILDING ENTRY LOCATION FOR TELEPHONE SERVICE WITH THE UTIUTY PROVIDER AND MEP PUNS PRIOR TO CONSTRUCTION. AND INSTALL NECESSARY APPURTENANCES. 12. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE SLEEVING OR OTHER IMPROVEMENTS AS NECESSARY FOR UTILITY PENETRATIONS THROUGH THE FOUNDATION WALLS AND SLAB IN ACCORDANCE WITH THE STRUCTURAL PUNS, MEP PLANS; AND APPLICABLE BUILDING AND PLUMBING/UTILITY CODE(5). GENERAL STE N OTES 1. REFER TO SHEET C100 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURS TYPES AND FLOWLNE ELEVATIONS. 3. THE CONTRACTOR SHALL REFER TO THE MODULAR BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, STAIRS. PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES. 4. ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND LOCAL CODES. 5. REFER TO MODULAR BUILDING PLANS FOR BUILDING SIGNAGE LOCATIONS. 6. REFER TO MODULAR BUILDING PLANS FOR ELECTRICAL REGU6EMENTS. 7. SIGNAGE TO BE ON TIME CLOG( SYNCHRONIZED WITH EXTERIOR SITE LIGHTING. CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH STARBUCKS CONSTRUCTION MANAGER. B. 9 CONTRACTOR SHALL COORDINATE WIRELESS COMMUNICATIONS PACKAGE, INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, MONITORS. ETC. WITH STARBUCKS CONSTRUCTION MANAGER. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH STARBUCKS CONSTRUCTION MANAGER. 10. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH OWNER AND STARBUCKS CONSTRUCTION MANAGER; AND PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TO OWNER AND STARBUCKS FOR APPROVAL L/JtJY Sterling Design Associates, IIc CML BR GW MRS - LAND)5A*EARCHITECTS 288 W. 18 WtoR Owl 4210 Natal. CO A0121 301794.4127/4 DAN-9-N43NIpWEIReOpJaRI PREPARED UNDER THE DIRECT SUPERVISION OF JAY M NEWELL. PF. WASHINGTON REGISTRATION NO. AVM FOR ON BEHALF OF S1ERUNG OE5IDN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCAIES. EEC MINS PDAWNE No. 2 DATE OEiwPOCN Nr: No • 2 DATE n. No. 2 DATE DESORPDON DATE DEFCRPTON NO, BATE ar. DE 50113,11014 No- DATE OE SORPTION D ATE O 8114/13 SONE N.TS. ✓ RGEer IMNAGER SAS PRGIECT*111 Ba.NN ST DOB ORAWINGRf r�^ PROJECT NO. 58165-110 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 D EVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206)318.1575 SHEET TORE GENERAL NOTES NEST NARSER C101 GEN E AL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK NOTIFY THE UTILITIES INSPECTOR AT 206433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS M ADVANCE BY CALLING 206.433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS. AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 8. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER. THE ENGINEER. AND THE CITY OF TUKWILA, 7. ALL METHODS AND MATERIALS SHALL MEET CIT' OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ONSITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINALAPPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBUC FACILITIES SHALL 8E DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL 8E WASHINGTON STATE (GRID) COORDINATES. NORTH ZONE, USING NAD 83191 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE. THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE AU. SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN. REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY. EASEMENTS. AND ACCESS TRACTS. CONSTRUCTION NOTES 1 ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS. AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL. STATE. AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. Z PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT.OF-WAY. THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REOUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 280, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE. PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF GIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH. AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTLTTIES. CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATOR TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. STAMU CKSC0!± COMPPL'LY A PORTION OFTHESN 1/4 OFTHESJV 1/4OFSECTION 22, TOWNS -11P 23 N., RANGE4 E, W.M. CITY OFSATAC, KING COUNTY, STATE 0 F WAS-IIN GTON GRADING AND BOSON CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATOR. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL: A. PNU ItCTSTOCI(PILES'AHDSOteP CUT AND FILL SLOPES IF UNWORKED FOR MORETHAN12 HOURS. B. STOCKPILE. ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACIUTIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT. THE PERMITTEE SHALL MAINTAIN IN G000 CONDITION AND PROMPTLY REPAIR. RESTORE. OR REPLACE ALL GRADE SURFACES; WALLS. DRAINS. DAMS. STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES. AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTORS APPROVAL. REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SMALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL. STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS. THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DUR1NG GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT TIE TIME OF THE ISSUANCE OF THE PERMIT. SENSITIVE AREAS, THEIR BUFFERS. AND PUBUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEES OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PIAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4.PEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER. CABLE, FIBER OPTICS, AND TELEPHONE IVES SHALL BE IN A TRENCH WITH A S MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTLITES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERUAS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL. UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE' AND EITHER *DRAINS TO STREAMS', 'DETAINS TO WETLANDS'. OR -DRAINS TO GROUNDWATER', AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. t/3 -Sy OP CML 8906 3S• LAN DS'AFEATCHIILLI Sterling Design Associates, IIc 2007 W. LBUlon BAa 5210 UIO4DR CO 55121 333.794.47710 towora AlnigleitrAgoeistimAl PREPARED UNDER TIE DIRECT SUPERVISION OF JAY M NEWELL. P£ WASMNGTON REGISTRATION NO. AWR FOR 4 ON BEHALF OF STERLING CESI0N A0S0CNTE5. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN A580061E5. LLC NAL. ACRINONII No 1 NATE OFACANAloN tn. M0. 1 DATE 02JgAVIInt BY: NO. J DATE A. 02 A:wow ND: DATE DEFWIICR By No, Due NO, NATE a5urlw DATE 06/14/13 OOCNE N.T.S. PI10ER 10A332323E SJM PRoxcTNo: D aunt No 008 DIIANNO RE NADIECT rI a •� • PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 o cyuceck STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 Oar NILE STANDARD CITY NOTES MEET NUIIEA C102 --CEIVED JUL OS2013 OeLOpy' 1 LEGAL402 6012 (PER C 00( C= TOLE COMPANY'S ALTA COMMITMENT (THEN ORDER N0. 1359579) DATED MARCH 16, 2012 AT 6:00 A.M. THE SOUTH 150 FEET OF THE FOLLOMNG DESCREED PROPERTY: TRW PORTION OF UNPUTTED TRACT H AS SHOWN UPON 11C PUT OF SUNO'O6LE GARDENS 00. N0. 1. ACCORDING TO THE PUT 1IERE04, RECORDED N VOLUME 25 OF PLATS. PAGE 50, N OK COUMY, WASHINGTON. BEING A PORTON OF DE SOUTHWEST ODARIER OF THE SOUTHWEST OU0IER OF SECTOR 22. 70009114 23 NOM. BINGE 4 FAST, WILLAMETTE 047710.12 N KIND COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 806111EGNN9O AT 7E INTERSECTION OF THE SOUTHEASTERLY UNE OF STATE IIUWA1146AY N0. 1, WITH A UNE WHICH 6 232.00 FEET NORTH O AND PARALLEL TO INE SOUTH LYE O TIE SOUTHWEST OUARIER OF 714E SOUTHWEST 0OF SAO SECTION 22 AND RUNNING THENCE SOUTH 663654' ENT 41044 ALONG SAD PARALLEL UNE 19657 FEEL TOA POM FROM M ICH TE SOUCORNER OF D SECTXN BEARS SOUTH 1'21.06' WEST 232.00 FEET0110 AHSN O NORM 663654' WEST 35380 FEF(, MEASURED RESPECTIVELY Al 110HT ANGLES 10 AND ALONG THE SOUTH UE OF SAID SOMMEST MINTER OF THE SOUTHWEST OUMTER OF SND SELDOM: HENCE NORM 171720• FAST 405.10 FEET: THENCE NORTH 182740' WEST TO 11C SOUTHEASTERLY LME OF SOUTH 1581H 511021. FORMERLY GREEN/000 ROAD: THRICE SOUTHWESTERLY ALONG 500 ROAD ML1R(NN TO THE SOUTEASFO)Y 114E OF STATE HIGHWAY N0. 1; THENCE SOUTH 2605'39' WEST ALONG SND HIGHWAY UTNE TO A POET O BEGINNING: EXCEPT T144T PORTION CONVEYED TO 144E CITY OF SEATAC BY DEE90 RECORDED UNDER RECCRI1NG NUMBER 20040921002367. WH01 6 A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001623. 8145 OF BFARIXS: (1012 63/80) NORTH 4704'3±' EAST. A5 MEASURED BETWEEN RCS SURVEY CONTROL PONES 93H-912 AND 9311-901. VER11x DULL HAV) 86 VERTICAL BF14060 2t NOS VERTICAL CONTROL PONT 930-912 BEAM THE TOP O A FUND CONDETE MONUMENT N CASE AT S 16810 PL 100 315T FL 5. 208.5' OWN FROM. SURFACE EIEY.-437.40 10 FEET F1000 ZONE INFOR MX:ft OESIGHATON O M ROOD ZONE 6 SCALED PER FEIN FIRM MAP NW8ER 5303300960, PANEL 960 O 1725. UST REVISED LAY 16, 1995 100 DOMNLOAOED FROM FEIN CLAP 51.6E CENTER 44041E (http://mrt.lana.9aV) ON APRIL 17. 2013: I. ZONE X (11.1040E0) 500 -YEAR FLOODPLIN .Was DETERMINED TO BE 091510E THE OATE5 OF SURVEY: GELD SLIMY 6Y 800166019 COS401)0 64 01EF78. NC. CONDUCTED N MARCH, 2013. AL ZONE= DION AT FOND 4ETE V6M0 AT 1140111E TAX 1050906 MELEE APR. 222304-9068 REFERENCE 500905: 0. 0.05.. VOL 163, PC. 256, REC. N0. 20031027900003 2. 0.0S.. VOL. 180. PG. 046 REG N0. 20041210900003 PROCEDURE / NUBNIIVE• A FELD TRAVFRZ USING A 100601 05 NO A TOPCOAT 06-5 SUPPLEMENTED MIN 11421) NOTES. WS 40400(D. MINA SUMO TIE NOUN AND 15FNOE ROA1ONSP5 BETWEEN TRH MOA(ENS. PROPERTY INES ALIO MPROVE0405. TIC RIMEIIO DATA MEETS OR EXCEEDS TIE 400005 FDR ANO 8100171 SURVEYS AS SET FORTH N WAC 332-130-090. LEGEND 500 W127 won WHAT OALL �MUT W V'-H�( SIQT UDR 60 11116)0 71 TPA TOO O AMER It>DI / Dile O AC ER AXE 011 a•-•-• WIC SOME • PEES= SON ® 500166 601 (020 ® 'N 0010(0 MR (0) O OWI lA9l (0 o SAN NNW (1710) O swum WIN NAME ISDN) o SNMR! 909 0004001 (40) O Gly ICIER (10 • vs van o NOIR 040 00 WJTR mot (M 1,4 IPM 604004911 (FAD) f,Z Of NOWT LHON o AEI MEW 40010 E13 met 4010 (I) DQ D901R9110010(111) 3. SEX 407' 'l' 7 O FIO 9MEY 001410 AS MOOD • 4T 9m0 I N OT AS NOVO • NO IRO A DO 01. =MOO ISM 1000) SECTION MNEI 045 7010) 1 /SHIT ONDEM PAUL -E- 5I81N6 SEM Of -9- 5101.1 40.50 6040 -• - ON LAN FINE // Wuro 11¢ -11- •U0 uE -0- GAS ME -0- 1DEHOIEUE 1000010 FOO -4(18)- OM= NOIR 00 • *0± N6O p' COME WO W/1RK memos 0040 W/5mm (111 N AM STIRS NII /FEAR M TIE 0116.0 10 20 40 SCALE: METES AND FMCS LEGAL OE00100( N FOR TAX LOT 222364-906& COMMENCING AT THE 501/I7M250 CORNER OF 5ECTION 22. 10WN5HIP 23 NORTH. RANGE 4 EAST, O.M.. KING COMM WASHINGTON: THENCE 50111 863751' EAST. ALONG THE SOUTH LAE OF SAO SECTION 22, A DISTANCE OF 25.70 FEET TO TIE CEMERLNE OF INTERNATIONAL BOULEVARD (5099); 11404E NUOMA 270730' EAS', A e:, 500 CUTERUNE A DISTANCE OF 245.01 FEET; 1HFHCE 50(11 883751' FAST, A DISTANCE O 63.46 MET 10 THE PONT OF BEG014NG: (HENCE NORTH 0702'21' EAST. A DISTANCE OF 2335 FEET; THENCE 4408114 1402'29' UST, A 067006E OF 6.74 FEET: THENCE NORTH 1811'47' UST. A 067106E OF 9671 FEET: THENCE NORTH 19'5734' GIST, A 451106E OF 27.66 FEET: HENCE SOUTH 561751' EAST, A DISTANCE OF 185.62 FEET; THENCE SOUTH 171723' WEST. A DISTANCE OF 155.93 TEE7: TIENT NORTH 883751' 'NEST. A WINCE O 18584 FEET TO DE PONT OF 8601806. 21 28 0101 8850 (501) UAE) RM - 357.71 (001 DIPPED - N 1RAFOC INE) CATCH BASIN RM - 35751 VANED CWS NUT 12' DJ. W - 354.93 w WAS 1' 60TH ST. SE STORM MANHIOLE 361.75 (NOT (NOT DIPPED - N TRAFFIC LANE) CATCH BASIN VASO ORATE RN - 358.47 4' PJC 5 -357.14 8' CSC W - 357.12 51161) UGI) HT. - 20.71 STORM 64.1110•E RN - 360.46 (NOT DIPPED - N TRAFFIC ONE) ND 4' BRASS MARKER N COM 'ANDERSON 729267 m z zi ALTA/ACSM LAND TITLE SURVEY A PORTION OF THE SW1/4, OF THE SW1/4 OF SEC. 22, TWP. 23 N., RGE 4 EAST, W. M. CITY OF TUKWILA KING COUNTY STATE OF WASHINGTON Ij1MSI NORTHERLY OF a SITE FID 1-1/4' BRASS 061: W/2( N S10EWAX CATCH BASIN' VANED CL (MET RM 5..061.61 122, DI. W - 358E6 SEWER MANHOLE RM - 361.59 15' PJC 5E - 342.69 48' PNC N -342.79 -_ NN 2223114-9015 ��\ R ANS RENT ACM . s. CATCH BASH RM - 1 6' D.1 W/EMB E' - 356. BERTON ELBOW - 355.91 33&1 SEWER DAWDLE RM - 358.33 18' INC 5 - 343.33 8• PVC RW - 34323 -L00 UG4T HT. -33.9'1 1'10 LEAD/160 AT CORNER =BON 6.1'1 123'1 6.1'1 n SET SCRIBED 'X' 47 CODER \ \ PO510x 32E6 EXISTING 0YlDNG 3,2182 =ARE FEET 114N 222104-90.5 OWNER: AVS RENT A GAR B09NESiPOF- >y-�---_ ,15101 (M - 3452) 10 ARKNG AUS /777/1727mo7/ - FND 111140 ACK 44R 047104 FN FLR 356.7'2 5.7 OING .cE' sX:N P01Ek METER DEL 50837'5l'( 6346, STERN 111110E RN - 356.95 (N01 DIPPED - N 700146 IANC) FRO LEAD/IACF. AT 2.0' OFFSET 10 COKER POSITION STREET LIGHT M.- 20.82 FND LE10/ACK Al CORNER z POS110 4 OA5 1080 / .� //, ///� •// 44 STEEL POST FOR BILLBOARD SEWER MANHOLE RW - 353.71 Air 4K E - 343.56 le INC 5 - 343.64 16'PJC E-31401 .a- z LY0) FENCE /7.77/7.7 END 0/2' REDAR/6AP 25 8409 HART' CATCH BASIN RM- 353.30 6' CONC E - 351.90 3' C0N6 11 - 352.00 SON M. - 173'2 FED MAC, 2' BRASSY W/P(H N P 0.5' DEEP AT NIX 5. 1007E 5T. 0)0 INTERNATIONAL BLVD. 5683751'( 263517 27 APR 222304-9015 ONO: DODUAI OEVi,OPYEN1 CO IIID MM, 2. BRASSY AT INTX1 0S. 165' DEEP A Amt S 1600 ST. NO 420 AVE 5. SEWER 11MNOLE RM - 353.67 18' PVC S - 31387 18' PVC E - 343.77 L/3 -03Y EXISTING MOW 4)1 AP11 222304-9024 ME1t DOLLAR DEVELOPMENT CO. SURVEYOR'S CERTIFICATE 70 S ARBUd6 620400l0011 A 1144.411101011 EO T CR41ON, NO R5 KELP= MO 011C/G0 191E 000400: THS 6 10 URIEY MIM 106 WP OR HAT AND TIC SURVEY 04 MI04 I 6 BASED WERE MADE N ACCOROY(0 WIN THE 2011 ONUS SWORD OETL REOUEMFNTS FOR 171/141 UND 1RUE SURVEYS. JO)11 ES1AIt6HD NO ADOPTED BY ALIA ALIO ASPS. NO NCUIDES 0106 1, 3 4, 5. 710, 7(807), 7(0 8. 9. 11(9), 14 NO 22 O TAME A THEREOF. M KID WORK WAS COPIEIEO N KROL 2013 061E 40 NUT 0R MAP ARE 11. 2013 oie6A,� ±Lila 4f -6-N3 OMN 6 ME PRS OT16 WADING= 4001081OR NO. 40616 RES:RATIONS AND OM:POOIS (PER CHUCO 117E 6004101'5 ALTA COMMITMENT (TICE ORDER 110. 1359579) DATED M0C1 16, 2112 AT 600 AY. 1. MATTERS DISCLOSED 61 SURVEY RECORDED =ER RECORDING NUMBER 20671027900003, AS 4054.10065. OUONG OE 411005ES HERON LES OP TO 010 FEET SOUTH NO 0.38 FEET NEST O BOUNDARY 1 1E5; 6' 0(4016 WAX CROSSES AND 51RID0E5 MESTEREI 90.90UT: AAO CLAN 1140) (OCE NOT CONFORM% WITH NORTHERLY BOUNDARY. 2. MATTERS 116OD5E0 BY SURVEY RECORDED =ER RECOR04 NUMBER 20041210900003. 115 FOLLOWS: PORION OF BUIDNG ON PTEM6E5 HERON LIES SOUTHERLY AND WESTERLY O BOU44RY LINES. 3. WNW O THE 001. ESTATE DOSE 7AX, F RE08RED. THE PROPERTY DESCRIBEET HERON 6 SITUATED 4171044 THE BOUNDARIES OF 6001, TORO AUTHORITY OF CRAY O TI0KWIt4 PRESENT RATE 6 1.76X. NT CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE 0FCAL 06509.009 STATE EROSE TAX 1FF04VR. THE APPLICABLE DOSE TAX UST FE PND AND TIC AFFIDAVIT APPROVED AT THE THE O 1140 RECODING OF 144E CONVEYANCE 006191EN)S. (NOTE A DM EXEMPT 10011 EXCISE TAX 6 5111 SUBJECT 10 THE 05.00 IE0N31.00 FEE NO AN ADDITIONAL 85.00 AFFIDAVIT PROCESSING FEE). 4. 006AL NO SPECIAL TAXES A10 OINICE5. PAYABLE FEBRUARY 15. 40,1405041 F F8151 HALF 114410 ON MAY 1, SECOD HALF oilmen IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE N1ERE51 AND P004LTES): YE1Jt 2013 TAX 060107 HUMBER 222304-9068-03 LEVI CODE 2413 ASSESSED VAWE-11016 1 835.500.00 ASSES= VALUE-0PROVDFFNTS: 1 402,800.00 GENERA R SPECIAL TAXES: BALED: 1 17,566.65 PAD: 1 085 UNWO: 1 17.56685 NOTE f THE TAC ROOM 6 NOT EVENLY 0NS61E INTO 1W0 P41ENI5, JUNG COUNTY WILL MUNE THE HALF PAYMENT FE ROUNDED UP 70 THE NEXT CENT. 4AEUE TO ROUND UP THE HALF P00004T WY RESULT N REJECTOR O THE TAX 4170040 8Y TIE CONEY. 5. PLEASE BE ADVISED THAT OMR 5FAR04 00 NOT DISCLOSE NIT OPEN DEEDS OF TRUST OF RECORD. F YOU SHOULD HAVE KNOWLEDGE OF ANY OITSMA = OBLIGATOR. PLEASE CONTACT THE TIRE DEPART4041 1MCDA1(10 FOR FURTHER RE9EW PRIOR TO 0.6900. 6. UNRECORDED 10220 OD5. F Arc. RIGHTS O VENDORS AVO HOLDERS O SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED 0P011 510 PROPERTY AND RIGHTS O WANTS TO REMOVE TRADE FUMES A7 THE 50(8HOM OF THE TERM. G 7. O 6 OUR UNOEPS0NOE4 THAT THE PROPOSED TRANSACTOR VOL NV= IFC INSURANCE O A 4945ENOLD ESTATE INCH HIS 001 YET BEEN ESABUSED OF RECORD DOCUMENTS IFIVSS/RY TO (00856 5140 9ITERE5T MUST BE SUMYTED FOR OUR RENEW AVID APPROVAL F ONLY A 401401400)4 OR SORT TORN 00 LEASE 6 TO BE RECORDED. THE Flu E4IRUENI. =ETHER WITH AL AEN EATS. MUST BE SMARTED. I. THE ERECT. IF ANY. OF DUET TOTE KION: FEED 14 KING COMP SUPERIOR CONT CAUSE 1000.1E 94-2-11818-8 RESETS 1111 FOLLOW B0 SUPPLEMENTAL 6010111ENT. 9. 111E PROPOSED 6CNVEYANCE MUST BE 000HONZED 8Y RESOLUTION O TIE DIRECTORS O THE 40410 46 NAMED CORPORATION ARO A COPY S1E1(NG REALTY ORGANZA7044 00.. A 0/N/4TON COEPORA1(04 10. THE TICE DESLPo1-10R N THIS 00I111TEM S BASED ON 00FORL94TON PRODDED WITH THE APPUCATON 0)0 THE PUBLIC RECORDS AS DEFINED N THE POLICY 10 651140. TIE PARTIES TO NTE 00(041IG TRANSACTOR MUST NOM THE TITLE 0041RNME COIPANY PRIOR TO DOSING F THE IE50YPi10N DOES T01 COKORM 10 TEN EXPECTATIONS TOTAL AREA 28,242± SF OR 0.648± ACRES (PERTAINS TO TAX LOT 222304-9068) 8 • BARGHAUSEN CONSULTING ENGINEERS, NIC. 18215 72ND AVENUE SOUTH KENT, WA 98032 NAM 425251.6222 (FAX) 4252618782 LOCATED AT• 15848 PACIFIC HIGHWAY SO. TUKWILA. WA 98188 PROJECT NO: 18381 SCALE. 1 DRAWN BY. 1 SHEET Few I DATE I CHECKED BY. 1 DB" 1 04/11/13 C9/Pr) JUL 03 2013 1OVfizf r 00 Pale/TITe'4/18/4013 59 52.80' \\ R3.00. R3.00' LEGEND /. 4 s • 777.77/ 7%7/7/7777 /7/77777717/M2%777777TT/7/77777777/7/77/577; /72\ l t1 CONSTRUCTION NOTES N14'02'29"E 6.74' EXISTING RETAIL BUILDING /1/!/11012/1/1/1//10!/1/1/1/LILiZZ/Z/1/Z/Z/Z1_T'))! /1/11!111�///////ice//////� � ❑ /! I ( N88'37'S1 "W 185.84' r - -(/7/7/7/7777/7/7/7%7/77/7/7/7; ( • I / HANDICAP PARKING SPACE PAINTED CROSSWALKAISLE LANDSCAPE AREA PAINTED TRAFFIC ARROW PAINTED STOP BAR PARKING COUNT BOLLARD LIGHT POLE EXISTING FIRE HYDRANT COMPACT PARKING PARKING CALCULATION TABLE VEHICULAR PARKING QUANTITY EXISTING RETAIL • 6262 SF (2511,000 SF) =15.7 RESTAURANT • 462 SF (1150 SF OF USEABLE SPACE). 9.2 TOTAL RECVPROV • 25/25 COMPACT CAR PARKING 30Y• OF MAXIMUM PARKING STALLS PERMITTED = 7E PROVIDED.? BICYCLE PARKING REO/PROV = S2/2 O CONSTRUCT STANDARD DUTY ASPHALT PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PAVEMENT RECOMMENDATIONS INCLUDING, BUT NOT LIMITED TO THE PAVEMENT SECTION, MATERIAL AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. O CONSTRUCT CONCRETE PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PAVEMENT RECOMMENDATIONS INCLUDING, BUT NOT UMITED TO THE PAVEMENT SECTION, MATERIAL, AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. CONSTRUCT PRIVATE CONCRETE SIDEWALK AS DIMENSIONED AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS INCLUDING. BUT NOT UMITED TO THE PAVEMENT SECTION. MATERIAL, AND SUBGRADE PREPARATION. COORDINATE MODIFICATIONS WITH THE OWNER/DEVELOPER CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION. RE: SHEET 0202, DETAIL A O CONSTRUCT PRIVATE CURB RAMP, TYPE AS SHOWN. RE: SHEET C301 AND 0202 DETAIL E. O5 PAINT 4 -INCH WIDE, WHITE PARKING LOT STRIPES AS SHOWN. © PAINT OR INSTALL WHITE CROSSWALK BARS; 4 -FOOT LONG X 1 -FOOT WIDE, 3 -FEET ON CENTER AS SHOWN. O PAINT HANDICAP SYMBOL. RE: SHEET C202, DETAIL B. © PAINT OR INSTALL WHITE VEHICLE DIRECTIONAL ARROW. RE: SHEET C202, DETAIL C. 0 PAINT OR INSTALL 12INCH WIDE, WHITE STOP BAR' A5 SHOWN. 10 INSTALL HANDICAP PARKING SIGN. INCLUDE' VAN' PLACARD WHERE SHOWN. RE SHEET C202, DETAIL D. it INSTALL PRE -MENU BOARD. RE SHEET C701, DETAIL D. 1© INSTALL MENU BOARD AND ORDER POST. RE SHEET C701. DETAIL E. 1© CONSTRUCT TRASH ENCLOSURE. RE: STRUCTURAL PLANS. O INSTALL CLEARANCE BAR. RE SHEET C701, DETAIL B. 15 INSTALL'DRIVE THRU' DIRECTIONAL SIGNAGE RE: SHEET C701. DETAIL J. el INSTALL TANK YOU' AND'EXE ONLY' DIRECTIONAL SIGNAGE. RE: SHEET C701, DETAILS 6. 1© EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 16 INSTALL CONCRETE FILLED STEEL PIPE BOLLARD. RE: SHEET C702, DETAIL G. 19 INSTALL SITE LIGHTING. RE: PHOTOMETRIC PLAN AND DETAILS. ® SAW CUT AND SEAL EXISTING PAVEMENT TO CONSTRUCT NEW PAVEMENT AND/OR CONCRETE CURB & GUTTER. RE: SHEET C301. 21 PAINT 4 -INCH WIDE. WHITE STRIPES, 2 -FEET ON -CENTER AT 45' WITH 4 -INCH WIDE WHITE BORDER STRIPES AS SHOWN. ® INSTALL MONUMENT SIGN. RE: SHEET C702. DETAIL A ® INSTALL BIKE RACK. RE: SHEET C202, DETAIL F ®4 CONSTRUCT MONOLITHIC, POURED-WPLACE CONCRETE RETAIN WG WALL WITH METAL RAILING. RE SHEET C301. ® CONSTRUCT ASPHALT PAVEMENT PATCH IN ACCORDANCE WITH THE ASPHALT PAVEMENT RECOMMENDATIONS OF THE GEOTECHNICAL REPORT INCLUDING, BUT NOT LIMITED TO THE PAVEMENT SECTION, MATERIAL, AND SUBGRADE RECOMMENDATIONS. ® EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. ® EXISTING ASPHALT PAVEMENT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. REPLACED CRACKED/BROKEN ASPHALT AS NECESSARY. GENERAL NOTES 1. REFER TO SHEET 0100, C101, AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. X NORTH SCALE: 1'• 10,0' f3^03 y 0 Sterling Design Associates, Ilc CNK. EN GIti EEEF6• IAN DS:AFEARCHRB:TS 2000 W.IAUIIun 94 4210 Unman. CO 90121 30179447370 •wa3arYID•ipNaloci amn PREPARED UNDER TILE OREM SUPERVISION OF JAYM. NEWELL. NE WASIYNDTON REGISTRATION NO 49116 FOR 6ON 6ElYUF OF STERLING DESIGN ASSOCATES. LLC PRELIMINARY NOT FOR CONSTRUCTION 51ER111r< DESIGN ASSOCIATES. LLC IM ES AENnaoN NO. T 0010 • •Y: • NO: 2 are OCKINNON BC N. • ate DeaalIPtoc OW • ONTO G1aLW"Tol NO: • 004 DFaartnr. ND_ • WYE OCBCPINICK aY. DATE 06114/13 awl& 1• • 10'.O• PICLECT W" SAM � PNOACTNC ONANNWN E JOS a,r • 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 20 otruaeet STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318.1575 MEET TIRE SITE PLAN *NEI NIAueE C201 -^=IvED JUL 03 2313 • CO/ANION re WIDTH AS NOTED ON PLANS CROSS SLOPE 1/4' PER FOOT --I b CONTRACTION OR WEAKENED PLANE JOINT 12' PREFORMED. FULL DEPTH. JOINT MATERIAL EXPANSION JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 5 FEET. 2. EXPANSION JOINTS SHALL BE PLACED A7 STRUCTURES. PCRS ANO EVERY 50 FEET. 3. EXPANSION JOINT FILLER SHALL MEET A/SHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PRIVATESDEWALK Q NOT TO SCALE SEE PLAN TRASH ENCLOSURE WALL ................. ................. ................ ADA COMPLIANT DETECTABLE WARNING (TRUNCATED DOMES') yD CONCRETE 1/2WIDE x 1? DEEP GROOVES SHALL BE SPACED AT 12 INCHES. CURB RAMP WITH RADII NOTES: 1. ASPHALT PAVEMENT CONCRETE SIDEWALK RAMP 6' RADIUS 5._ 1 r 1-P 1I � WHITE REFLECTIVE PAINT 1.44• 1 -[ 4• 4' 14108 SECTION A -A AU. WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE WADOT AIR ENTRAINED. CLASS 3000 IN ACCORDANCE WITH WADOT SPECIFICATION SECTION 6-02.. 3. RAMP AND WINGS SHALL 8E POURED MONOLITHICALLY. 4. MINIMUM WIDTH OF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. 5. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. 6. NORMAL GUTTER FLOW UNE AND PROFILE SHALL 8E MAINTAINED THROUGH THE RAMP AREA 7. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. 6. A 12 EXPANSION JOINT SMALL 8E REOUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. PRIVATE CURB RAMP O NOT TO SCALE H BLUE BACKGROUND 1•-8' 8' OF PARKING SPACE HANDICAP SYMBOL NOT TO SCALE SPECIFICATIONS: BINES PARKED PER UNIT :2 MATERIALS: 1.5' SCHEDULE 40 PIPE (12 OD) STAINLESS STEEL FINISHES: POWER COAT BLACK INSTALLATION: INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON PUN MIN. 24' FROM BUILDING INSTALL WITH IG (IN -GROUND) MOUNT PER MANUFACTURERS RECOMMENDATIONS. BIKE RACK NOT TO SCALE NOTE: ALL ARROWS SHALL BE WHITE. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER PRIOR TO ORDERING OR PAINTING. DIRECTIONAL ARROWS O NOT TO SCALE UNIVERSAL HANDICAPPED SIGN THIS SIGN TYPICAL AT EACH HANDICAPPED PARKING SPACE THIS SIGN AT VAN SPACES ONLY 1-3/4x1.3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYUC EXTEND POST MIN. 3 FEET BELOW GRADE HANDICAP SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATIONS MANUAL. 'UNIFORM TRAFFIC CONTROL DEVICES'. LOCAL CODES. AND AS SPECIFIED. TRAFFIC SGNS NOT TO SCALE Z/6? 0341 Sterling Design Associates, IIc - ,. CMI. IN GIN EiiS- LANOS:AEARCHITBTS 2000 W. WNW... 0.0. 1210 WWI on. CO 10120 303.794027It1 PREPARED UNOER THE DIRECT SUPERVISION OF 1•Y W NEWELL. PE WASHINGTON REGISTRATION H0.40161 FOR 4 ON BEHALF OF STERLING OE310114450WTE6. LLC PRELIMINARY NOT FOR CONSTRUCTION OTERIMG DEVON ASSOCU1EB. LLC NM 1 IMEE - NO: ] ave MO• ) ORTE OEFG1VRON. BY: N0. • OM. 1f MMO M n. MDI: 6 ORTE 4T: NM• are DFMEMOR Br. DEE 06/14/13 PROIECT MO, SJM OMB. FY: DOB DREAM FIR PROJECT: • 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 FELT LIRE SITE DETAILS MEET MWEA C202 ^E1VED JUL 032013 LEGEN D EXISTING SLOPE SPOT ELEVATION CURB ANO GUTTER PROPERTY UNE CONTOUR FLOW LINE TOP OF WALL BACK OF WALL TOP OF CURB PROPOSED LIGHT POLE PROPOSED HANDICAP PARKING SPACE LANDSCAPE AREA GB'.JBRAL NOTES PROPOSED FL TW BW TC D. LS 1. REFER TO SHEET C100. C101 AND C102 FOR ADDITIONAL PROJECT GENERAL NOTES. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STARBUCKS CO I -1-1=E COMPANY APORTION OFTHESN 1/4OFTHESN 1/4 OF SECTION 22, TOWNS -IIP 23 N.,RANGE4E,W.M. CITY OFS=ATAC, KING COUNTY, SPATEOFWAS-IINGTON 11 \ --360 i 8W358.6t .359 TW359.91 - ��- -TW359.68- 358.70BW 4� 4, TC L 1.85R/ 51.6g 359.10 Li Kit 2: 559.60 TO 359.48 359.08 FI 0/FL 3:9.38 2.128 359.60 FL 368.82 357.65 356• 11„, 1.85S 0.508 35775 35753 35748 _J I 359.60 I•:ti I 360.05 -.-359 66 0.68 „ I 360.05 359.60 360.05 359.50 360.15' 5.008 359.60 4.53 59.02 359.60 ,""..:1"C 358. 356.65F 57.18 TC 356.65 FL L' ............. 58 05 a / 777777/7/777/T/Ti/7/7/T/7777/7/7/7%77777777/7/7/77777777/7/77777777n i 123.7'± to CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 46 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. TAl CUADRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. CONSTRUCTION NOTES O CONSTRUCT 6 -INCH CONCRETE INTEGRAL CURB. RE: SHEET C302. DETAILA OCONSTRUCT 6 -INCH CONCRETE CURB AND GUTTER WITH 1 -FOOT SPILL PAN. RE: SHEET C302. DETAIL A. OCONSTRUCT TAPERED CURB CUT. RE: SHEET C302. DETAIL B. • OCONSTRUCT CONCRETE WALL AND RAIUNG. RE: SHEET C302 DETAIL C. OSAWCUT AND REMOVE EXISTING PAVEMENT, CONCRETE, CURB RAMPS. WALKS, ANDIOR CURB AND GETTER AT UMITS SHOWN © TAPER CURB FROM 6 -INCH VERTICAL TO FLUSH WITH PAVEMENT IN 3FEET. OCONSTRUCT IMPROVEMENTS TO MATCH UNE AND GRADE OF EXISTING CURB AND GUTTER ©CONSTRUCT 1 -FOOT WIDE CONCRETE CHANNEL THROUGH LANDSCAPE. OEXISTING CONCRETE WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 10 GRADE LANDSCAPE AREA TO DRAIN THROUGH CURB CUT AND ONTO ADJACENT DRIVE. 11 CONSTRUCT RAISED PEDESTRIAN CROSSING. RE: SHEET 0902, DETAL D. REMOVE 6 OF EXISTING RAILING AT PROPOSED SIDEWALK CONNECTION. CAP OR FINISH EXPOSED ENDS TO MATCH EXISTING RAIUNG. c/3-a3Y EB17 0 5 10 20 NORTH SCALE: 1'= 10-0• Sterling Design Associates, IIc CIVIL ENGIN 834 LANDS:AIEA'CHRB:TS =OW. UINFMN 0*1 x210 LIMIT 1. CO 1:0120 30.79&4127 ph PREPARED WIDER 111E DIRECT SUPERVISION OF JAY Y. NEWELL. P.E. WASIWIGTON REGSTRATXIN NO.49102 FOR ION SEAMS OF STERLING DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUES E qE IK. NO: I PATE DITSCJOBTOY NM G DATE GElWTO NO: > DATE EY NO: DATE OBSCAIPTIOY SY. MO DATE OE8GN/RW NO, DATE DATE 06114113 SCALE 1'.10'0' .ROECT M.W.OER SJM PROTECT N0. DRAWN ST. SAB mAWNG RE; • PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 OEYELpiA STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 INGEFIGIS GRADING PLAN C301 JUL 08 2013 .00IAMNI l Y ,I. ,1vNAFNT 0.6 12.6 0.5 _ TRANSVERSE SLOPE ,7 SHALL MATCH THAT OF \ ADJACENT PAVEMENT REFER TO PLAN TRANSVERSE SLOPE SHALL MATCH THAT OF \ �� ADJACENT PAVEMENT INTEGRAL CURB CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CATCH CURB SPILL CURB PRIVATE CURB & GUTTER® NOT TO SCALE 8• CURB OR INTEGRAL CURB 6 GUTTER 1% MIN. SLOPE 2% MAX. SLOPE 1 TAPER (TYP) CURB OPENING NOT TO SCALE CAUTION - NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PIANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL. UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. TI4E OO ' CACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING tMPROVEMIEATS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. LANDSCAPING 7 CONC. WALK (SEE C202, DETAIL A) d'/A4,/sowr; ; 04 REBAR 12.O.C.E.W. INSTALL 4? HIGH RAILING, SEE NOTE BELOW W EXISTING SURFACE �y - XPANSION JOINT NOTES: 1. CONSTRUCT RETAINING WALL WITH 4? HIGH PEDESTRIAN GUARDRAIL IN ACCORDANCE WITH A.D.A. REGULATIONS. 2. DETAIL, PROVIDE. AND INSTALL A PEDESTRIAN GUARDRAIL ALONG THE TOP OF ALL WALLS INSTALLED. SUBMIT DETAILS TO THE OIYNER/DEVELOPER FOR APPROVAL PRIOR TO INSTALLATION. 3. COMPACT SUBGRADE AND CONSTRUCT WALL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 8W358.6± TW 359.91 CON CRETE WALL NOT TO SCALE 359 681W 359.681W —SCR --- 0358.70 BW I.47% 59.81 359.6 359.31FL . A 3.g a FL 359.413 TC 359.6- 11.55 A 359.39 ^ tai FL 1.85% 359.10' FJ� a 359.60 TC TC FL a 359.60 1z:jfa • AZ, i59 6E,. 0.6% RAID PEDESTRIAN CROSBNG 1•NE G/3 - 03y Sterling Design Associates, IIc CIVIL ENGN83NS. LANDS:AIEARCHITB.TS 2009 W. 1.111/atm EMI 1210 LA1Nm. CO 10131 3017401777 {11 lawar.asrlongrlacriAmacimacorn PREPARED LNOER THE DIRECT S WERVHIASI OF JAY Y. NEWELL. P.E WASHINGTON IEGISTAATION MO. 49182 FOR IL ON BEHALF OF STERLING OESIDN ASSOCIATES. LLL PRELIMINARY NOT FOR CONSTRUCTION STERLNG LESION ASSOCIATES. LLC ISAIAS WAGONS NO' T OATS O SSOIIION.. NO: 2 NATE O O4CAPTw. Sr. NO , DATE DEN:RWHIC•c x20: DATE NO. DATE OLICRPRON. DATE eV. INMAIMIGH OATC 0611013 eT:NE N.T.S. PROAn N.wAme SJM PROJECT NO, ORAIRI$1 SAB DRAWN.] ME PROJECT NO. 58165-001 STARBUCKS COFFEE SHOP 15848 INTERNATIONAL BLVD. TUKWILA, WA 98118 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206)318.1575 SHEET TIRE GRADING DETAILS WHET WHOM. C302 'COVED AIL OS 2013 E vFl�D1'MERT LEGEND EXISTING CURB AND GUTTER PROPERTY UNE CONTOUR PROPOSED LIGHT POLE PROPOSED HANDICAP PARKING SPACE LANDSCAPE AREA CONSTRUCTION FENCE INLET PROTECTION PROPOSED LS —0— IP CONSTRUCTION ENTRANCE LIMITS OF CONSTRUCTION IInn111111f1111IMYl SILT FENCE (CR WA DEPT. OF ECOLOGY APPROVED EQUIVALENT EXIST. TECHNOLOGY) TEMPORARY BMP FOR CONSTRUCTION WITHIN EXISTING CROSS ACCESS DRIVE GENERAL NOTE X- 1. REFER TO SHEET C100. C101. ANO C102 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. CONTRACTOR SHALL CAP EXISTING UTILITIES IN ACCORDANCE WITH UTILITY PROVIDER REQUIREMENTS IN ASSOCIATION WITH BUILDING DEMOLITION FOR REUSE. CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CAU. 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STARBUCKS COf-f-k COMPANY A PORTION OFTHESJV 1/4 OFTHES/V 1/4 OF SECTION 22, TOWNS-IIP23 N., RANGE4 E, W.M. CITY OFgATAC, KING COUNTY, STATE OFWASIINGTON Ilnnliiulnnuntmnnuumnnlnlllllllulnllnli11111u111U11IHu»nmWti �/ --1 '\ \\ — \' \ \ fly'--- \-_-I_l_\ \ .359--__�� i/// , — ,--i5°. In1UMMIN111MMll llllllIIllIllilllilul IIIIWIIIun111111IMINIUMMU IIMU I MINNSIKIIMUUMNIMlln11111nnllllllIIIIIIIMMIIIII —l; E EXISTING CROSS ACIf�5 r• `ice- _� . y -CROSS ACCESS DRIVE TO RF. '>f ASSOCIATED EXISTING PAVEMENT ▪ UNDISTURBED AND O TRAFFIC THROUGHOUT f . ``F for1a.�1.-•10F �1:1� / CONSTRUCTION. *72 I"a ....�:.a::: ruicllrra'ArilNr_.ANn Z9CFiai x:::::.c.��� r ;r r• II��-�A_ A EXISTING CTBU CE NGOND REMOVAL O F EXISTING BUILDING AND REMOVAL OF 1.0 J / • 1 \ 1 777777/7/7/T/7/7777/7/7/T/T//7• T7/777%77777717/T/7/Ti77/7/7/7/777777, / 123.7'± nnlumMIUMMUulnnulunuumlMINIUM mululnnuUMILIM IU Wunlulmuwuluullununl / /�V C. 'u1111u111111niniii8un nWWUWWunWualWulnW W uuuuuuWWUWWIJIE / EXISTING RETAIL BUILDING lllll +i /I 2 140.0'± //1/1/1/1//1/1/1/1/Ll/1/1/1/11L/Ll/1/1/11L/l1/1/1/1//1L/11/1/z .z72y _ FII _ JE .e 1 CAUTION - NOTICETO CONTRACTOR TME CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 014 AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT MIS EXPENSE. / i 11ENIuuu9un' \! r- //' -, 1/ %7/7/77/7/7/777/777777/777, NORTH 0 5 10 SCALE: 1'= 18-01 20 Sterling Design Associates, Ilc CML &1GNERS. LAN 0SCAFEAIB:H00 1S 2009 W. 'Widen B.d B210 UIIM4, G) 60120 301781A727W ww3WtingGwigAwwi amm PREPARED UNDER TE DAECT SIWERVSION OF JAY Al NEWELL. P.E. WASHINGTON REGISTRATION NO. 49192 FOR 6 ON BEHALF OF STERLING DESGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC I311E3 i RENAME Na 1 DATE DEICAW EN. No. 3 DATE OFXTVIICN NO: J DATE OESCAPIve ar: Na DATE DEDOm11W 110: DATE: DESCAPTOt ET: NO: DATE M. DESOUPTEst DATE 06114/13 r ▪ .11r-0- FADECT OANUDErt SAM P ROJECTNI JA DRAVA. RILE a� PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER: STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE. WA 98134 (206) 318-1575 MEET TIR& TESC PLAN SHEET NWx]L C401 JUL 03 2013. COAMUNI 444 811(7 LEGEND EXISTING -- —. • 51.26 1' CONTOUR SLOPE SPOT ELEVATION CURB AND GUTTER PROPERTY UNE CONTOUR FLOW UNE TOP OF WALL TOP OF WALL TOP OF CURB PROPOSED UG/4T POLE PROPOSED HANDICAP PARKING SPACE PROPOSED 1EJ 5 \51.25 FL TW BW TC El LANDSCAPE AREA LS GENERAL NOTE 1. REFER TO SHEET C100, C101 AND C102 FOR ADDRIONAL PROJECT GENERAL NOTES. CONSTRUCTION NOTE IM ECT TO BUILDING- WASTE UNE RE: PLUMBING PLANS FOR DETAILS IE• 355.00 (4') ® INSTALL 6 LF 4 SS ® 2.0% MIN O INSTALL CLEANOUT RIM.359.10 IE. 355.70 (61 © INSTALL 6 LF 6' SS G 2.0% MIN O CONNECT TO EXISTING W SIDE SEWER IE.355.5t (61 CONTRACTOR TO LOCATE AND VERIFY INVERT ELEVATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTOR © EXISTING 6' SIDE SEWER TO REMAIN, BE RE.USED, AND PROTECTED THROUGHOUT CONSTRUCTION O7 CONNECT TO BUILDING GREASE UNE RE: PLUMBING PLANS FOR DETAILS IE. 355.90 (4) © INSTALL 2 I 4 SS C 20% MIN O INSTALL GREASE INTERCEPTOR RE: PLUMBING PLANS FOR DETAILS a INSTALL 2 LF 4 SS ® 2.0% MIN C> INSTALL 12 LF 7 VENT UNE RE: PLUMBING PLANS FOR DETAILS REUSE EXISTING 1' METER IN EX METER BOX C> INSTALL 90 LP 1 TYPE 1C COPPER WATER SERVICE CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CAU. 2 -BUSINESS DAYS 84 ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. STARBUCKS CO i-rtt COMPANY A PORTION OFTHESJV 1/4OFTHESN 1/4 OF SECTION 22, TOWNS-IIP23 N., RANGE4 E, W.M. CITY OFSATAC, KING COUNTY, STATE OF WAS-IIN GTON Sterling Design Associates, Ilc CIVIL ENGIN 83S• LAN DB:AEEARCHITE TS 2E9 W. 1.11119 on Ed 1210 UIUrm CO 50127 303:7944727IT ,.a..srma.°daam• PREPARED UNDER TRE DIRECT SUPERVISION OF JAY Y. NEWELL. P.E. WASHINGTON REGISTRATION NO.48151 FOR 8ON BEHALF OF STERLING OE5IDN ASSOCIATES. LIC PRELIMINARY NOT FOR CONSTRUCTION SIE/D-WG DESIGN ASSOCIATES. LLC // .4 / 7777777/7/7/777777/7/7/7/777777/7/7"/77777777n77/7/7777/7/7/77777777, CAUTION — NOTICETO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CAU. THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. (DL -711 0 5 10 i0 t/J-- 0*11? v NORTH ECALE:1'.1a-0 NO: DATE OENCRIPIICK ND: DATE D ESEAIl10N oSacHHrTIDN LIESC NITOIE DATE 06/14/13 4oA• 1'.1141' POWER 5J114.. SJ AMINE. NO: D RAM NY" SJY DRAWMO RIE. • PROJECT NO. 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELOPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 MEET TIRE. UTILITY PLAN MEET WEAVER C501 •^CEIVEO 311). 03 2013 OVMM TIFVFI laDINOf4AFafT • / I I• \� -- PROPERTY LINE -- , I ✓ \/ LANDSCAPING < (111H1 3AM41—` 71907 SEE STRUCTURAL • FLANS FOR I S-0' FOOTING SPECS. �� I 2J� gkAgh CONCRETE/ IDR T K L C702 C702 CONCRETE I FLOWUNE aim, C702 0702 12372 CONCRETE FLOWUNE / 2i I ®® �ta THANK i. ` EXIT you { ONLY '•$ is '� 11307-• \ ` J • LANDSCAPING k \ ` LANDSCAPING 4•$ 1 PIPE BOLLARD C702 (FLUSH WITH BACK OF CURB) ii TRASH ENCLOSURE U LANDSCAPING SIGNAGE FOR REFERANCE ONLY CLEARANCEBAR DIRECTIONALSIGN DIREC© TIIONALSIGN n NOT TO SCALE TO © TO SCALE Old eR NO. t DATE - Ox / � 41 N0- > DATE O�. OCIIItI�I LANDSCAPING NO- A DEM oEsc ne NO ! dlE ex: osarl�sx CONCRETE)/IDEWALK FLOWUNE OVD)Nm/STNGNATINAL BL o[wrncu: i LANDSCAPING No• ! DATE ev. aFxaena 1 I / DETECTOR LOOP I f I CENTERED ON Y SPEAKER POST 2 BELOW FINAL GRADE G MONUMENT SIGN TO BE TO / BLVD- Dm. 03/11/13 1' • 10.0' PIPE BOLLARD C702 (FLUSH WITH BACK OF CURB) INTERNATIONAL / I MO., PROJECT DO 8JII I (1)I' SCHEDULE 40 1 I ) irk© ! // ' DININT ST. DEAWING RE 008 I PVC CONDUIT -ROLRE -ROUTE BACK TO PIPE BOLLARD G I C702 I 11111111 MENU PANEL IPIVOT MIN. CLEAR DISTANCE — ELECTRICAL PANEL. (FLUSH WITH C702 BACK OF CURB) CONCRETE — FLOWUNE 1 / 1 511' I npYtl: r /�a(' 1 / LANDSCAPING RE: STRUCTURAL FOR 'c 30 DEG I /� FOUNDATION DESIGN • 58165-001 �� 's STARBUCKS COFFEE COMPANY 1 / II `:\ H I I ' 15848 INTERNATIONAL BLVD. \ ORDER CONFIRMATION / TUKWILA, WA 98188 AI Ark 5 "s ~�• �` PANEL \ / i SYSTEM POST C702 C702 • /� / e 100� I 1 OUTLINE OF MENU I BOARD ABOVE J1 j PROPERTY 1 CONCRETE) UNE -/ FLOWLINE ill j oee¢aec Vp C702 MENU BOARD ` _ _ _ J 7 j/ STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH A SEATTLE. 798134 1575 III )(2) t• SCHEDULE 40 PVC DATA CONDOR 1111 ROUTE BACK TO AND I ( I i / , (206)318.18- MANAGERS DESK. 40 / __ 1) l' SCHEDULE PvccoNDUIT -ROUTE BACK TO cLECTRICAL PANEL. I '� / SIGNAGE LAYOUT DUEL DIGITAL DISPLAY MENU BOARD-30DEG ORIENTAT IONO PRE-MENU BOARD MONUMENT SIGN O EKE, DIJODE C701 NOT TO SCALE NOT TO SCALE O NOT TO SCALE A _ i — e AIM I ����v'� IJUL 08 2013 ... ,,,• •.....I THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPUED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. DRIVE THRU DRIVEN, THRU ACRYLIC GRAPHIC PANELS SEE SHEET C701 FOR ORIENTATION OF GRAPHIC PANELS TO SITE FRONT ELEVATION *,“ SIDE ELEVATION 13167 DIRECTIONAL SIGN ILLUMINATED DOUBLE SID ED O NOT TO SCALE r YELLOW TRAFFIC STRIPE 6' DIA. CONCRETE FILLED STEEL TUBING PAINTED TO MATCH BUILDING TRIM FINISHED GRADE CONCRETE FOOTING BOLLARD DETAIL NOT TO SCALE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT S800 FREESTANDING PRE -MENU BOARD NOT TO SCALE FINISHED GRADE MONUMENT SIGN NOT TO SCALE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND NSTAU ED BY OTHERS UNDER SEPARATE PERMIT. THANK YOU EXIT ONLY ACRYUC GRAPHIC PANELS SEE SHEET 0701 FOR ORIENTATION OF GRAPHIC PANELS TO SITE FRONT ELEVATION SIDE ELEVATION 13167 D IRECTIO NAL SIGN ILLUMINATED DOUBLE SIDED NOT TO SCALE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT PRIOR TO ORDERING. INSTALLING. OR CONSTRUCTING. THE CONTRACTOR SHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A MORE CURRENT DETAIL IS TO 8E USED 10' FRONT ELEVATION SIDE ELEVATION ORDER CONFIRMATION SYSTEM POST NOT TO SCALE 4' t X 2Q' FINISHED GRADE THIS DETAL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNOER SEPARATE PERMIT S802 FREESTANDING 5 PANEL MENU BOARD NOT TO SCALE 0 4, N 10.0' BAR 9$ CLEARANCE S$ (VERIFY HEIGHT) PRE -SPACED VINYL LETTERING ' APPLIED ON SITE AS NEEDED i2'0IA. VERTICAL STEEL POLE /-FINISHED GRADE 11J7� THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED UNDER SEPARATE PERMIT S613 CLEARANCE BAR NOT TO SCALE DIRECTIONAL SIGN )11 MIA. 1T LONG ANCHOR BOLTS EMBED 6' MIN. (2 EA) (FINISHED GRADE RT TIES (3 EA.) #3 TIES TYP M4 VERTICALS (4 EA.) DIRECTIONAL PLATE OUTUNE .t' CONDUIT FOR 120 VAC (CENTER IN FOOTING) PLAN DIRECTIONAL SIGN FOOTING© NOT TO SCALE PRIOR TO ORDERING, INSTALLING, OR CONSTRUCTING, THE CONTRACTOR SHALL VERIFY WITH THE STARBUCKS CONSTRUCTION MANAGER IF A MORE CURRENT DETAIL IS TO BE USED 10 NOTE'0.C. TO VERIFY F EUZT. FOOT. LIN SE USW IN LIEU Of NEW fOOTW6 1111,10 Ali 8001406 __ iFAWUGLIM POST 4, 1?01,11.121.11.10.351001.21 WAND FI WOWS N EA., 1,151135150 GRSCE POSY N 0Tr0 PLATEOM. NOTE: OW�TOPVEW17 N EM11 81027" .7`vliE Eu oFliW ra014q. 43NCONDUIT BUNDLE - UIV•Ca6%6Tran WO 40004 E1? Mr WrWT FOR POWNI ELEVATION O RD ER SYSTEM POST FOOTING PLAN NOT TO SCALE 0 111' 1111 1111 Tj�—JJJ�(DESIGN VVAARESMENUIPRE-MENU (1 II **"DIA. 8241 -ANCHOR BOLTS 11 FINISGRADE-IEA) FINISHEDHED MENU BOTTOM GRADE PLATE OUTLINE IIS MENU FOOTING NOT TO SCALE %'CONDUIT FOR 120VAC (CENTER N FOOTING) CLEARANCE BAR —NI 1 74`0141/4. 4 601 A307 ANCHOR BOLTS EMBED 48' MIN. (4 EA) CLEARANCE POST PLATE OUTLINE 1•$ DIA FLAN NOTES: 1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS. 2. CONCRETE RESISTANCE 3600 PSI AFTER 26 DAYS. 3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED. 4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF. CLEARANCEBARFOOTING NOT TO SCALE 4/3- .3 SIGNAGE FOR REFERANCE ONLY OWES a rEveoNf No• 1 DA. . .• a DATE oE.oanicN NM 6 SATE CE.r 04 No. SATE DEswnnc m: NO: E SATE: 0ESCRIPIIOS 1.10, E DATE OATS KALE 03118113 1.. 190- PnOECT 15W41.09e SJM 'Mufti No: wwW4 R: DOB Down. RIE • 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 OEVEiaec STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 SIGNAGE DETAILS MEET MMTRR C702 .7tCEIVED JUL 03 413 .fF1µ,MMITY /r 52.80' • / 20 -DL 1- BM 20 -VB 23- CJ / TYPE ILAN WOOD MULCF4IN PLANTING AREAS ' EDGER ' Ascii _ Qiiii 11 PF REV/11641 OM& 1110111 AlVi yu3 1�� • 10- DL /t111.1t.,j 7 OCNK B4 G1N EMS- IAN DECAIE ARCHITECTS Sterling Design Associates, IIc / / NOTE: ALL UNPAVED AREAS SHALL BE COVERED WITH WEED BARRIER FABRIC AND FIBROUS WOOD MULCH UNLESS OTHERWISE NOTED. / 2009 W.LLtRIANB,QITZtO Unman, CO E0120 301794.4727 (h RR,r2etiTEoT.9,ANothl.lam 4 - 4 %7777/7/7?/77 41. / 4 , /TAT/77T77/T/T/T/7777/727/T/777777/7/7Z772777/)/ PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLNG.LAIOSCAPE ARCHITECT WASHINGTON REGISTRATION NO.9E0 FOR ONW INS OF VERLAG DESIDN A95GCMTES.LLC / N 14'02'29" E 6.74' EXISTING RETAIL BUILDING PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. UM Iea O $ REWIIDTO / i so. t DATe - oescsomoie MP i DATE OFICRRICE CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. /1y1/118/LC/1/1_/11,.1Lz/1/1/_z/zzz /1/1/z/z/zz/ / f N88'37 185.54 -- — I I/ LANDSCAPE CALCULATIONS LANDSCAPE AREA REQUIRED: 375 SF (25 PARKING SPACES X 15 SF) LANSCAPE AREA PROVIDED: 3,922 SF CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ��EWHERE POSSS AS SHOWN IBLE, MEASUREMENTS TAKTHESE PLANS tS BASEDEN IN 714RECORDS FIIELD. 740E INFORMATION IS IOUS UTILITY COMPANIES AND, NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATORS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. PLANT LIST MEE l DATE D ERCR/TCN MO. 4 OPE O ESCRIPTIml 400. a DATE DEPOPRIOR 400. f DATE DEsu IPOSP DATE 061103 1-r. 10.0 PROJECT PEWEE SJM PROJECT NO: . 14„040.: 008 On4140011E PROJECT: nl —4=-177/7777 7777 AT QUAN SYM. COMMON/BOTANICAL NAME SIZE DECIDUOUS TREES 1 AS AUTUMN BRILLIANCE SERVICEBERRY Anndanulear 8. 944468ora 'Autumn 8Miance 8M BOWHALL MAPLE Ace, nl8m'BD Wha9' JZ CITY SPRITE ZELKOVA ZNkove sonata' JFK-KW1' • SHRUBS 43 HT 23 CJ 33 MK 8 SB 24 PW 37 VB HEBE Hebb topYN1 PACIFIC COAST JUNIPER JuNpats con/ arta Ties Pacific' DWARF KOREAN ULAC Syringe penis MW Kim' FRAGRANT SWEET BOX Sarcomcca ,uadMds KEWENSIS WINTER CREEPER Euonymua ketone} 1(• vensiY VARIEGATED BOXWOOD Buxus 'Aureovarhpas' 8' HT. MULTI -STEM 2' CAL. T CAL. 5 GAL. 18'-24' HT. 5 GAL 18'-24' SP. 5 GAL. 18'-24' HT. 5 GAL. 18'-24' HT. 1 GAL 18'-24• HT.. 5 GAL. 18'-24' HT. REMARKS FULL CROWN, STAKED 888, SPEC. DUALITY FULL CROWN, STAKED B&B, SPEC. DUALITY FULL CROWN, STAKED B88. SPEC. OUALTTY SPACING PER PLAN FULL FORM SPACING 60' O.C. FULL FORM SPACING 4T O.C. FULL FORM SPACING 36' O.C. FULL FORM SPACING 36" 0.C. FULL FORM SPACING 38' O.C. FULL FORM DUAN . SYM. COMMON/BOTANICAL NAME SIZE PERENNIALS, VINES, GROUNDOVERS, AND ORNAMENTAL GRASSES 2 BI BOSTON IW 1 GAL ParJsnocisua t4wpid9U ESTABLISHED 46 BG BIOKOVO GERANIUM 1 GAL Geranium x. cantabripisse BiskD+0' ESTABLISHED 3 CL ROOGUCHI CLEMATIS 1 GAL Clematis 'RoopucM baa9808 ESTABLISHED 151 DL HYBRID DAYLILY 1 GAL Hemaroallls sap. ESTABLISHED 32 LT ULY TURF 1GAL Lylope muscad ESTABLISHED 12 PH PATRIOT HOSTA 1GAL Hosts !odor& Perna ESTABLISHED 16 MG DWARF MAIDEN GRASS 1 GAL Miscanthus 'Talc, Erns' ESTABUSMED PERIMETER LANDSCAPE REQUIREMENTS REMARKS SPACING PER PUN FULL FORM SPACING PER PLAN FULL FORM SPACING PER PLAN FULL FORM SPACING PER PLAN FULL FORM SPACING 24' O.C. FULL FORM SPACING PER PUN FULL FORM SPACING 36' O.C. FULL FORM LOCATION: -FRONT -NORTH SIDE SOUTHSIOE- PERIMETER TYPE REQUIRED: TYPE 1 LANDSCAPE 2 TREES/ 9 SHRUBS TYPE II LANDSCAPE. 8 TREES/32 SHRUBS TYPEII LANDSCAPE. 7 TREES/29 SHRUBS TREES/SHRUBS PROVIDED: 2 TREES/31 SHRUBS 8TREESR4 SHRUBS 3 TREES/34 SHRUBS 0 5 10 NORTH SCALE: 1'R 100' Z/ShcS4 • 58165-001 STARBUCKS COFFEE COMPANY xo 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 DEVELEPOP STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 POET TITLE LANDSCAPE PLAN NEEr 401X!98 L101 , ."rr-.iVD X082013 CALL UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555 CAU. 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, CR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTLTTIES. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILT' COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTLRIES. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE AU. EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED NAPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPNR ANY DAMAGE AT HIS EXPENSE. � J 111151,745 11K ORAL WIRE PVC PPE SECTION ON ENTRE LENGTH OFEDI ALE R S4 GAUGE GALVANIZED wxE. DOUBLE TRAND TWISTED. tor 2.00O15ALL DM DO NOT CUT SINGLE LEADER PRUNE DAMAGED OR DEAD W000 AND CODOMINANT LEADERS T LANDSCAPE AR0MITECTS DIRECTION ONLY. 12. NYLON TIES STRAP ON GUY WIRE AND AROUND TREE TRAK IF STEEL TROST 0 MIN.) HI EXPOSED) WRAPREDI SURFACE OF TRUNK TO SECOND BRANCH WTHSPECIREO TREE WRAP MATERIAL SECURED AT TOP AW BOTTOM 4 AT 2FT. MERVALS. RE: SPECS FOR TYING. SET ROOT ODLAR r NIGHER TRW URATE AT WHIM TREE GREW. 48. CIRCLE OF SHREDDED BARK MULCH H• DEEP) AROUND SASE OF TREES LN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PT. 11111514 GRADE REMOVE ALL TYRE AND wRE BASKET ENTIRELY. PULL BURLAP BACK 213 51111M4Y. SLOPE SCES OF PT AS SHOWN. ROUGHEN IDES PRAM TO BACKFLLAG. SPECIFIED BACKRLL MIXTURE STAKE TO EXTEND MIN. 24' PTO VDUTURBED SOIL UNDISTURBED SOBORADE ANY BROEN OR CRUMBING ROOTBALL WILL 8E REJECTED. REMOVING THE WIRE WILL NOISE M EXCISE FOR DAMAGED ROOTBAL*S. REMOVE STAKING AFTER GME YEAR SHADE TREE PLANTING NOT TO SCALE SHRUB PLANTING CONCRETE CUB OR SDEWALN PRUNE AL Emma/RD OR DENO W000 EMEDLATELY PRIOR TO PLANTING. SET SHRUB 1' HIGHER THAN 111E GRADE AT WHICH T GREW. DO PLANT PIT TWICE AS WOE OR MORE AS TNECONTAIER. APPLY SPECPED MULCH Y DEEP OVER SPEOFED WEED MAT. F81BIED GRADE ALL RAPER PLANTS SHOULD BE PLANTED 50 TOP OF ROOT MISS OCCAS AT PUSH GRADE OF MUL04 LAYER 1006EN SIDES OF PLANT PIT AND 000104LL REMOVE CONTAINER BACKER, OE THIRD ORGANIC MATTER TW0 TRAMS SITE 50L TN0GUGHLY MIXED. ANY BROKEN OR CRAOLNNG 800104. WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BEM FS1"F FOR DAMAGED ROOTBALL NOT TO SCALE O LANDSCAPE NOTES CODRDIMTON S LANDSCAPE ARCHITECTURAL SITE PUN B TO BE USED W CONJUNCTION WITH THE CVL ARGETECTWAL MECHANICAL, ELECTRICAL ST R/O1URAI ND SOLOATION PUNS AND SPECIFICATIONS TO FORM COMPLETE INFORAMTION FEGMROID TINS SITE COMPLIANCE CONSTRUCTION SHALL CONFORM TO AIL APPLICABLE STATE AND LOCAL ODES. S. GUARANTEE AL MATERIALS AND WOR OB NS4N SMALL 80 0WMNTEED FOR ONE YEAR FROM DATE OF FURL ACCEPTANCE AT 40 AOORIONAL COST TO THE OWNER COMPLETION AND MAINTENANCE A FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTORS NOTICE THAT THE ENTIRE PAOECT IS COMPLETE. THE LA SWUM RENEW INSTALLATION P FINAL ACCEPTANCE IS NOT GIVEN. THE LA SHALL PREPARE A PLO/01111V OF PHRIING ITEMS. TIE PUNW UST ITEMS RIAU. BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SMALL SINNER ACCEPT PACE B. MAINTENANCE ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPT AWE. WUNTENANGE SHALL INCLUDE WATERING. FERTAIZ..G. WEEDING M0W11(3.1RYMING, ROLLING, REGRADING. REPLANTING. DISEASE AND NSECTPRDIECIDN 5. SITE CONOTXAS LANDSCAPE CONTRACTOR SNAIL EXAMINE THE SITE CONDIT10N5 RIDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR N WRITING OF UNSATISFACTORY CONDITIONS. 00 NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR RNIB E0 GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. 6. DAMAGE AND CLEANING A CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED OUE TO TMS wax AT NO4WTIONAL CAST TO TIE OWNER. B. CONTRACTOR B4NLL CLEAN ALL MELS DUE TO THIS WORK WO PROPERLY REMOVE ALL UNUSED MATERIALS FROM IRE. RIGHT OF REJECTION OWNERAANWGAPE AROMTECT RESERVES THE RKNT TO REJECT ANY MATERIALS AT ANY TINE. ALL PLANT MATEBALI SHALL MEET THE MNYIY CIRIEM-AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR MALL PROVIDE SAMPLES. SPECS.ANDOR TAGS FOR ALL MATERIALS. S. SOL PREPARATION THE CONTRACTOR SAME NAVE THE SITE SOL TESTED PDDR TO THE NS1ALLATON OF PLANT MATERIAL BY M SOEPENDENT LAS0FIAT0RY ARO SUBMITTED TO TIE OWNER FORAPPROVAL THE CONTRACTOR B RESPONSIBLE FUR AYENdO THE SOL PER LASOATORYTECOMEP4OATONS. AT A MIMLY, THE SHRUB BEDS ALD GROINOCOVER AREAS SHALL RECEIVE BO WOES OF APPROVED TOPSOL..DO SOL WITH FOUR CUBO TAROS FER 1JI0 S.F.0F APPROVED ORGANIC IATTEA ICN RATIO OF 151- 381. MAX. S PMwSA SAL186 APPLY COMMERICAL FERMI/ER 00.106)AND VIPER. PHOSPHATE AT TE4 CSS. PER THOUS/WO SOUAIE FEET EACH. ROTOTLL AMENDMENTS ARO TOPSOIL TOA DEPTH OF SA NOES. L PUNTING TREES AND SHRUSS SHALL BE PLATTED PER DETAILS. STAKE MD GUY TREES PER DETAILS. TREE NO SMB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH •IS SOL AMENDMENT MGM SITE SOL. THOROUGHLY MOPED. FERIR26 AS RECOMMENDED METH A0RE004 TABLETS. 10. EDGER INSTAL 41 ROLL.TOP RYERSOI STEEL EDGING 114 GAUGE CORM GREEN FINISH/OR EOAL N8TALL WITH RAKES MID SPLICERS PER MAMWACTUERS RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AFEAS AND MULCHED AFEAS. 11. MULCH INSTALL SHREDDED CEDAR WOOD MULCH IN ALL RANTING AREAS AT A DEPTH OF 2S. (SUBMIT BAMRES) 12. MAINTENANCE THE PROPERTY OWNER OF RECORD. THE OWNERS AGENT OR TENANT SHALL KEEP ALL WCSGPNG N A WELL MANTAIED AND HEALTHY GROWING CONOTTIO1. • 13. IRRIGATION M AUTOMATIC IRRIGATION SYSTEM MEETING LOCAL REQUIREMENTS SHALL BE DEMUIE0 AND INSTALLED PROVIDING A0EOUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. 800 AREAS SRIAU USE SPRAYS, WHKE ALL WWI AND PERENNIAL MEAS 81Ml1 USE ORP IRRBATI N. SEE IRRIGATION PLAN TWO DETAILS. SHEETS L201 AND L202. 11. WALTER WATERING VEGETATION UNDER ROOF CAOPES ON THE NORTHER* OF THE DUGONG SIAL SE HAND WARE ED SY THE OWNER TWICE A WEEK WHEN THE RWGATION 6YSTEM B SMUT OFF ODRAG THE wIN1ER SEASON. L/3 -03Y Sterling Design Associates, Ilc CIVIL B4 GIN080- LAN DS.. FEAFCHITECTS 2008 W. UI1888 BYd 8210 lid*VL CO 80120 *0734A'27R1 W w W $HFH4Q2g8 W oo=Hamm PREPARED UNDER THE DIRECT SUPERV*I0N OF wAYNE T. STERIIG.LAIDSCAPE 01041E01 wASHNGTON REGISTRATION NO. WE FOR ON BEHALF OF SIERUNG DESIGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STRUNG DESIGN ASSOCIATES, LLC LINAC•IEIIows NO. 1 DATE • ND.. 2 GATE P: aFJ0 PTE : N0: H GATE OFJOPTON n. NO. 4 DATE O8.5a n10N: NO: F DATE DFSOnON NO: 4 DATE DEICAmmut DATE 00/14/13 1' J 117 -0 - ENGEM MANAGMW SJM PROJECT NO: pN1IN R DOB SPAWNS FSE 58165-001 STARBUCKS COFFEE COMPANY 15848 INTERNATIONAL BLVD. TUKWILA, WA 98188 8EVRoPER STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WA 98134 (206) 318-1575 INEET TOLE LANDSCAPE DETAILS LEFT IAAMER L102 RECEIVED 'UQ 20t3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431.3665 E-mail: planninqatukwilaWA.gov BINDING SITE IMPROVEMENT PLAN NO. P DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE IMPROVEMENT PLAN THEREOF PURSUANT TO RCW 58.17 AND FURTHER DECLARE THIS BINDING SRE IMPROVEMENT PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME. AND SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. STERUNG REALTY ORGANIZATION COMPANY, A WASHINGTON CORPORATION TITLE: ACKNOWLEDGMENT STATE OF WASHINGTON COUNTY -OF I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE NE. AND SAID PERSON ACKNOWLEDGED THAT HE/SHE/THEY SIGNED THIS INSTRUMENT. ON OATH STATED HE/SHE/THEY EXECUTED THE INSTRUMENT AS OF STERUNG REALTY ORGANIZATION COMPANY AND ACKNOWLEDGED R TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF 2013. NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON PRINTED NAME RESIDING *AT MY APPOINTMENT EXPIRES APPROVALS TUKWILA SNORT SUBDIVISION COMMITTEE APPROVAL RENEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR RUNG THIS - DAY OF 2013. CHAIRPERSON, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS - DAY OF 2013. KING COUNTY ASSESSOR DEPUTY ASSESSOR 222304-9068 TAX ACCOUNT NUMBER RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 2013 AT M IN BOOK OF AT PAGES AT THE REQUEST OF BARGHAUSEN CONSULTING ENGINEERS, INC. MANAGER SUPT. OF RECORDS • EXISTING LEGAL DESCRIPTION: (TAX LOT 222304-9068) THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT 'H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DN. N0. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON. BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANCE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY UNE OF STATE HIGHWAY N0. 1, WITH A UNE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH UNE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54" EAST ALONG SAID PARALLEL LINE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06" WEST 232.00 FEET AND NORTH 8638'54" WEST 353.80 FEET, MEASURED RESPECTNELY AT RIGHT ANGLES 70 AND ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 1712'20' EAST 405.10 FEET; THENCE NORTH 1827'40" WEST TO THE SOUTHEASTERLY UNE OF SOUTH 158TH STREET, FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG 520 ROAD MARGIN TO THE SOUTHEASTERLY UNE OF STATE HIGHWAY N0. 1: THENCE SOUTH 20'05'39" WEST ALONG SAID HIGHWAY UNE TO A POINT OF BEGINNING: EXCEPT THAT PORTION CONVEYED TO THE CITY OF SEATAC BY DEED RECORDED UNDER RECORDING NUMBER 20040921002367. WHICH IS A CORRECTION OF GEED RECORDED UNDER RECORDING NUMBER 20010419001823. DATES OF SURVEY: FIELD SURVEY 8Y BARGHAUSEN CONSULTING ENGINEERS, INC. CON UCTED IN MARCH. 2013. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME REFERENCE SURVEYS: 1. R.O.S.. VOL 163, PG. 286, REC. N0. 20031027900003 2. R.O.S., VOL 180, PG. 048. REC. NO. 20041210900003 BASIS OF BEARINGS: (NAD 83/91) NORTH 4704.34- EAST. AS MEASURED BETWEEN DUGS SURVEY CONTROL POINTS 93H-912 AND 9311-901. PROCEDURE / NRRRATTVE A FIELD TRAVENSE USING A TOPCON 03 AND A TOPCON GR -5 SUPPI FUFNFED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE REIATONSHIPS BETWEEN THE MONUMENTS. PROPERTY LADIES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS TIE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. ZONING & SETBACKS: RC ZONING MINIMUM SETBACKS: FRONT 20 FEET SECOND FRONT 10 FEET SIDES 10 FEET RESERVATIONS AND EXCEPTIONS (PER CHICAGO TITLE COMPANY ALTA COMMITMENT. ORDER NO. 135951.9 DATED JUNE 5, 2013: 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER ,B9931027900003. AS FOLLOWS: BUILDING ON PREMISES HERON UES UP TO 0.20 FEET SOUTH MD 0.38 FEET WEST OF BOUNDARY UNES: 6' CONCRETE WALK CROSSES AND STRADDLES WESTERLY BOUNY; AND CHAIN LINK FENCE NOT CONFORMING WITH NORTHERLY BOU DARY.' 2. MEY MATTERS DISCLOSED 8Y SURVEY RECORDED UNDER RECORDING NUM ER 20041210900003, AS FOLLOWS: PORTION OF BUILDING ON PREMISES HEREIN UES SOUTHERLY AND WESTERLY OF BOUNDARY ONES. 3-10. NOT APPUCABLE TO BE SHORN 014 SURVEY. LAND SURVEYOR'S CERTIFICATE: THIS BINDING SITE IMPROVEMENT PLAN CORRECTLY REPRESENTS A SURVEY- MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES 1N JUNE 2013. ly+� s - IZ-?n13_ OWEN B. HUE. PLS DATE WASHINGTON REGISTRATION NO. 40016 • 04 WAS *-!mss' � c � o 40016 ./ANAL 19143s- Ss S4- DA1E 6 10 - 17.77:01 I VOL. PG. NEW LEGAL DESCRIPTIONS: NEWLOT 1: THE NORTH 60.81 FEET OF THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT "H" AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS ON. NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY. WASHINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WIUAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY UNE OF STATE HIGHWAY N0. 1, WITH A UNE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH UNE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54" EAST ALONG SAID PARALLEL UNE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06' WEST 232.00 FEET AND NORTH 88'38'54' WEST 353.80 FEET. MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 1712'20' EAST 405.10 FEET; THENCE NORTH 18'27'40" WEST TO THE SOUTHEASTERLY UNE OF SOUTH 15814 STREET. FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY UNE OF STATE HIGHWAY NO. 1; THENCE SOUTH 2005'39' WEST ALONG SAID HIGHWAY UNE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CRY OF SEATAC 8Y DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001823. NEW LOT 2: THE SOUTH 89.19 FEET OF THE SOUTH 150 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF UNPLATTED TRACT Ti' AS SHOWN UPON THE PLAT OF SUNNYDALE GARDENS DN. 140. 1. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS. PAGE 50, IN KING COUNTY. WASHINGTON. BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22. TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, 114 KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY UNE OF STATE HIGHWAY 110. 1, WITH A UNE WHICH IS 232.00 FEET NORTH OF AND PARALLEL TO THE SOUTH UNE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22 AND RUNNING THENCE SOUTH 88'38'54' EAST ALONG SAID PARALLEL UNE 196.57 FEET TO A POINT FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION BEARS SOUTH 1'21'06" WEST 232.00 FEET AND NORTH 88'38'54' WEST 353.80 FEET. MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 1712'20' EAST 405.10 FEET; THENCE NORTH 18'27'40" WEST TO THE SOUTHEASTERLY UNE OF SOUTH 158TH STREET. FORMERLY GREENWOOD ROAD; THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN TO THE SOUTHEASTERLY UNE OF STATE HIGHWAY NO. 1; THENCE SOUTH 2005'39- WEST ALONG SAID HIGHWAY UNE TO A POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF SEATAC 8Y DEED RECORDED UNDER RECORDING NUMBER 20040921002367, WHICH IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 20010419001823. GHA lr0 18215 72110 AVENUE SOUTH A i KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX Pb' 01, DICKERING, IMO Pu441ANC, Nr�4'G ENGMi" SURVEYING. E1AARONMENTAL SERVICES Uw 7 4, KVA DATE 6/10/13 SCALE: N/A CHECKED 8Y: O8H JOB NO.: 16361 RECEIVED !JUL' 05 2013 TU,KWI JS PUBLIC WO i�EIVED JUL 03 2013 Cln+wiui.n OIVEWPMENT A PORTION OF THE SW1/4 OF THE SW1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON v X z 0 rr 0 In '1 0 N c0 E 0 rn v 0 a 1 0 n 0 z i 0 0 a L3 - SHEET 1 OF 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mail: planninq(aitukwilaWA.gov BINDING SITE IMPROVEMENT PLAN NO. 21 22 25.70' 28 7 0 10 20 SCALE: V=20' ,L FND MIC. 2' BRASSY W/PNCH IN 0' 0.5' DEEP AT INTX 5. 160Th ST. AND INTERNATIONAL BLVD. 40 W/0TH 161R/es. 6' OVERHANGING BARBER SIGN 0.3' WEST OF PROPERTY LINE FND LEAD/TACK AT CORNER POSITION N14'02'29'E 6.74' FND LEAD/TACK AT CORNER POSITION 5.7' OVERHANGING 'ACE' SIGN w 2.0' WEST OF o PROPERTY UNE it S88'37'57'E 63.48' _ 160TH ST. SE n 2610.27' 588'37'51'E 2635.97' N88'37'511,1 55.36' NON VAR/ES END LEAD/TACK AT CORNER POSITION SET REBAR/CAP 'BCE 40016' 6, 3" FND 1' BRASS MARKER W CONC 'ANDERSON 129267' it EXISTING r SITE ACCESS 0, PARCEL 1 TUKWILA BLA L02-046 REC. NO. 20021025900001 APN 222304-9102 S88'31'51'E 185.62' oZo BUILDING CORNER 0.2' WEST OF PROPERLY UNE 22 27 FND LEAD/TACK AT 2.0' OFFSET TO CORNER POSITION LOT A TUKWILA BLA L92-0037 REC. NO. 9212221723 APN 222304-9045 FND MIC. 2' BRASSY W/PNCH 0.25' DEEP AT INT% S. 160TH ST. AND 4260 AVE S. 0 PROPOSED 614 SF BUILDING LOT 1 11,376 S0. FT. 0.26 AC. NEW UNE 1STINC PARKING EXISTING BUILDING /466'37'61-Y/ 185.84' 988'37'51'E 188.29' LOT 2 16,866 S0. FT. 0.39 AC. BUILDING CORNER ON UNE 9.z' LOT WIDTH 60.8' LOT WIDTH SCRIBED '0' AT CORNER POSITION LOT B TUKWILA BLA L92-0037 REC. N0. 9212221723 APN 222304-9024 SET REBAR/CAP 'BCE 40016' VOL. PG. PARCEL 1 TUKWILA BLA W2-046 REC. NO. 20021025900001 APN 222304-9102 FND 1/2' REBAR/CAP 'LS 8409 HART' 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX ♦ 8T KMA RAL ENGINEERING. IMO PUNNING, SURVEYING. EN NONNENNIAL SERVICES DATE 6/10/13 SCALE = 20' CHECKED BY: OBH JOB NO.: 16361 TECEIVED JUL 03 2013 (:N IIAIAl11J11 t 0 VELUPMENT A PORTION OF THE SW1/4 OF THE SW1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON z O rn 0 z N m of rl N E 0 s v 7 a CO 0 0 P i 0 0 00. pvik SHEET 2 OF 2