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HomeMy WebLinkAboutPermit PL18-0076 - UPGRADE OF KFC / TACO BELL - DESIGN REVIEWUPGRADE OF KFC/TACO BELL 0041000525 PARENT FILE PL18-0076 THIS FILE L18-0090 DESIGN REVIEW/ADMINISTRATIVE City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director January 17, 2019 NOTICE OF DECISION TO: Jessica Hunter, Applicant Florine McNamara, Owner King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. Project Information Project File Number: L18-0090 Applicant: Jessica Hunter Type of Permit Applied For: Administrative Design Review Project Description: Design review for interior renovations of the dining area and restrooms, new exterior signage and paint finishes, and minor changes to the exterior architectural details of the building. Location: 15036 Tukwila International Boulevard, Tax Parcel 0041000525 Comprehensive Plan/ Zoning District: Regional Commercial (RC) II. Decision SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on substantive Permit: The Community Development Director has determined that the application for an Administrative Design Review does comply with applicable City and state code requirements and has approved that application, subject to the following condition based on the findings and conclusions contained in the staff report: 1. Applicant shall repaint the fire lanes on the site. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov fie - III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Board of Architectural Review of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Board of Architectural Review decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filled with the Department of Community Development within 14 days of the Issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MONS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $620.55 V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Board of Architectural Review based on the testimony and documentary evidence presented at the open record hearing. The Board of Architectural Review decision on the appeal is the City's final decision. Any party wishing to challenge the Board of Architectural Review decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MONS or an EIS may be included in such an appeal. If no appeal of the Board of Architectural Review decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MONS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 form Monday through Friday between 8:30 AM and 5:00 PM. The project planner is Meredith Sampson who may be reached at (206) 431-3661 or Meredith.Sampson@TukwilaWA.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. r • i//1I Depa ent of Community Development City o ukwila City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director STAFF REPORT TO THE DCD DIRECTOR PREPARED January 17, 2019 FILE NUMBER: L18-0090 APPLICANT: Jessica Hunter REQUESTS: Design review approval for interior renovations of the dining area and restrooms, new exterior signage and paint finishes, and minor changes to the exterior architectural details of the building. ASSOCIATED PERMITS: D18-0397 (Development) S18-0071 (Sign) LOCATION: 15036 Tukwila International Boulevard, Tax Parcel 0041000525 COMPREHENSIVE PLAN/ ZONING DESIGNATION: Regional Commercial (RC) SEPA DETERMINATION: Project categorically exempt STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: A. Building Elevations B. Landscaping Plan VICINITY/SITE INFORMATION Proiect Description This project consists of facade upgrade and interior renovation to the dining area and restrooms of the existing KFC restaurant. The exterior upgrade will consist of new exterior signage elements and new paint finishes. The building use will remain the same and there will be no kitchen work. The height of the building will not increase, and neither will the building footprint. There will be interior and perimeter parking lot landscape improvements. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • • Surrounding Land Uses The site is located in the Regional Commercial zoning district. Use of the site for a restaurant with a drive-thru is a permitted use in the RC zoning district. The subject property is located on the west ide of Tukwila International Boulevard, north of S. 152nd Street, and south of S. 150th Street. A joint KFC/Taco Bell restaurant currently exists on the property. Properties to the north, south and west across Tukwila International Boulevard are in the RC zoning district. These properties include a Wendy's restaurant. A Chevron fueling station, and a Taco Time NW Restaurant. The properties to the east of the subject property are in the High Density Residential (HDR) zoning district, and include a mobile home park. DESIGN REVIEW CRITERIA This project is subject to administrative design review under Tukwila Municipal Code (TMC) Section 18.24.070. The applicable design review criteria and guidelines of the Tukwila International Boulevard Design Manual apply to the review of this project per TMC Section 18.60.050(D). The Design Review Criteria are organized into four sections; covering Site Design, Building Design, Landscape Design, and Signage Design. In the following discussion, the Design Review criterion is shown in below in bold, followed by staff's comments. 18.60.50 (D) Tukwila International Boulevard Design Review Criteria 1. Site Design a. Site Design Concept 1) Organize all site design elements to provide an orderly and easily understood arrangement of building, landscaping, and circulation elements that supportthe functions of the site. The building will remain in the same location as it currently stands, with a setback of 27'8" from Tukwila International Boulevard. The layout of the site will also remain unchanged. Patrons can enter and exit the property along Tukwila International Boulevard. Parking spaces, parking lot landscaping, and painted directional arrows in the parking lot provide a circulation flow for traffic. Proposed landscaping along the perimeter of the property help to provide screening and are consistent with TMC requirements. b. Relationship to Street Front 1) Organize site design elements to create a distinct street edge, and minimize parking between structures and street. 2) Orient at least one building to a major public street. The relationship of the building to the street front will remain unchanged. There is no parking between the building and the sidewalk, and the entrance along Tukwila International Boulevard is connected to the sidewalk by a pedestrian plaza. The street edge is distinguished by an existing landscaping strip between the building and Tukwila International Boulevard which includes an existing sidewalk with streetlights. c. Street Corners 1) Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features, and/or landscape features. The site is not located at the street intersection and therefore this criterion does not apply. d. Continuity of Site with Adjacent Sites 1) Maintain visual and functional continuity between the proposed development and adjacent and neighboring properties through setbacks, building massing, circulation and landscaping, where appropriate. The perimeter and interior parking lot landscaping on the subject site as well as the setbacks and building massing are consistent with landscaping on other restaurant properties along Tukwila International Boulevard, including the Wendy's restaurant directly adjacent to the subject property. e. Shared Facilities 1) Incorporate opportunities for joint development of sites where there is potential for common building walls, shared driveways, landscaping, or other sharedfacilities. There is a lease agreement with the property to the south that allows a shared driveway access from South 152nd St. f. Site Design for Safety 1) Minimize conflicts between drivers and pedestrians through the siting of structures, location of circulation elements, landscape design, and placement ofsigns. 2) Design and site structures to maximize site surveillance opportunities from buildings and public streets. 3) Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public. 4) Design landscaping so that long term growth will not interfere with site lighting and surveillance. 5) Use durable, high quality materials in site furnishings and features for ease of maintenance. The proposed circulation for this development, both pedestrian and vehicular, will remain unchanged. The pedestrian plaza is colored and raised concrete to provide visual separation from the vehicular areas. Exterior lighting is provided in the parking areas and along the building walls to increase the safety of the site. The existing landscaping does not interfere with the lighting and surveillance of the site. The fire lanes need to be repainted. g. Siting and Screening of Service Areas 1) Minimize the visual and aural impacts of service areas such as loading docks, trash and recycling collection points, utility maintenance areas, etc., and features for ease of maintenance. The existing trash and recycling enclosure are located behind the building, and will be painted to match the building. The north side of the enclosure along one of the site's driveways is screened by landscaping. h. Natural Features and Sensitive Areas 1) Preserve natural features as existing topography, significant trees or wooded area, wetlands and/or watercourses and incorporate them into the overall site, where appropriate. 2) Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. 3) Employ site design techniques that take advantage of and/or enhance visualfocal points along the corridor, where feasible. Existing trees and vegetation on the site are based on a report prepared by a certified arborist in 2003. This vegetation is in good health and will be retained and protected per measures proposed by the applicant. i. Surface Stormwater Detention Facilities 1) Integrate water quality treatment techniques such as bio-filtration swalesand ponds with overall site design, where possible and appropriate. Surface stormwater detention facilities on the site will remain unchanged. j. Pedestrian Circulation and are appropriate to their location in terms of hardiness, maintenance needs, andgrowth characteristics. 2) Incorporate existing significant trees, wooded areas, and/or vegetation inthe planting plan where they contribute to overall landscape design. The planting design of the site will remain unchanged. 4. Signage Design a. Signage Concept 1) Provide signage that is integrated with the architectural concept in scale, detailing, use of color, materials, and placement. Each exposed face of the building with a public entrance is allowed one building -mounted sign, with the allowable size dependent on the exposed building face (EBF) in square feet. Three building -mounted signs are proposed, The signs will not obscure design features on the building facades and will have a color scheme that is coordinated with the building. The proposed signs align with the new branding of KFC and Taco Bell. b. Sign Placement 1) Provide signage that is oriented to both pedestrians and motorists in design and placement. 2) Provide adequate directional signage on site and building identification numbers are legible from the street(s). 3) Integrate freestanding signs with the landscaping. The north, west, and south facades each have one building -mounted sign proposed. KFC signage is proposed for the west and south facades, and Taco Bell signage is proposed for the north facade. c. Sign Design 1) Consider both day- and night-time viewing in the design, placement, and lighting of signage. 2) Provide durable, high quality materials and finishes for signage. The proposed signage for the site is appropriate for an auto -oriented business along Tukwila International Boulevard. CONCLUSIONS 1. The site design will remain unchanged from its existing state. It is currently accessed by two driveways on Tukwila International Boulevard, and from South 152nd Street via the adjacent property to the south. All the required parking for the site is provided in an on - site parking lot. A drive through lane exists along the north property line. The fire lanes need to be repainted. There is an existing pedestrian plaza connecting the building entrance to the sidewalk along Tukwila International Boulevard. This plaza will be colored raised concrete to visually separate the pedestrian area from the vehicular area on the site. The Design Manual requires furnishings, including outdoor seating. When this site went through the design review process in 2003, benches were recommended and installed. Since then, d. Pedestrian -Oriented Features 1) Provide pedestrian -friendly facades on the ground floor of all buildings that face public streets and entry facades that face parking areas. 2) Provide special treatment for large blank walls that are visible from pedestrian walkways and parking areas. 3) Enhance building entries through the use of weather protection, pedestrian amenities and/or distinctive architectural features. Windows will remain along the north facade (side) of the building facing the drive-thru, the south facade (side) of the building facing the parking area and a pedestrian walkway, and the west facade (front) of the building along the pedestrian plaza. Foundation landscaping exists to add interest to each facade. e. Mechanical Equipment 1) Locate and/or screen roof -mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. 2) Locate and/or screen utility meters and other ground level utility equipmentto minimize visibility from the street. Screening and location of mechanical equipment at the site will remain unchanged. 3. Landscape Design a. Landscape Design 1) Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. 2) Develop a landscape design concept that reinforces site design and fulfills the functional requirements of the development, including screening and buffering. 3) Ensure that the landscape design reinforces and complements plantings inthe public right-of-way. The landscaping design of this site will remain unchanged. The landscaping that is currently on the site is per a landscaping plan proposed and reviewed in 2003. Our current requirements for this site are ten feet of Type I landscaping that includes one tree per 30 feet along Tukwila International Boulevard, and 10 feet of Type II landscaping along the north, south, and east property lines. The existing landscaping meets our current landscaping standards for the Regional Commercial zone. Fifteen square feet of landscaping is required per parking stall in the Regional Commercial Zone. This property has 56 parking stalls, requiring a minimum of 840 square feet of interior parking lot landscaping. The site currently has 1,428 square feet of landscaping, which will remain unchanged. b. Planting Design 1) Select plant materials that reinforce the landscape design concept, 2. Building Design a. Architectural Concepts 1) Develop an architectural concept for structure(s) on the site that conveys a cohesive and consistent thematic or stylistic statement, and is responsive tothe functional characteristics of development. 2) Ensure that development on sites with more than one structure employ similar or complementary architectural styles and/or are related in scale, form, color, and use of materials and/or detailing. The proposed changes to the building include removing the arch over the Taco Bell signage and the cupola roof, and creating a flat roofline for the whole structure, increasing the structure's architectural cohesion and consistency. The colors and signage used are corporate design requirements. b. Architectural Relationships 1) Provide for visual and functional continuity between the proposed development and adjacent neighboring structures when these structures demonstrate an appropriate level of architectural quality. 2) Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts. There is a Wendy's to the north of the subject property and a Chevron to the south of the subject property, neither of which have undergone design review. As redevelopment of sites along Tukwila International Boulevard continues, architectural context will grow. c. Building Elements, Details, and Materials 1) Provide distinctive building corners at street intersections through the use of special architectural elements and detailing, and pedestrian - oriented features where possible. 2) Relate the design and scale of building elements and details to the building's overall form and massing. 3) Employ architectural details that are appropriate to the architectural characterof the building. 4) Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. 5) Integrate the design and placement of exterior lighting with the architectural design and materials. Building will remain, so the building materials will not be changed. The arches over Taco Bell signage and the cupola roofs will be removed and replaced with a flat roofline seen throughout the rest of the building, increasing the cohesion of the design. Red and white stripes will be painted on the south elevation of the building providing visual articulation. Exterior lighting and landscaping details will break up walls that lack other design details. 1) Provide paved pedestrian walkways that connect all buildings and entriesof buildings within a site. 2) Provide a paved pedestrian walkway from the public sidewalk(s) to the main entry of developments; where a development fronts two streets, access must be provided from both streets. 3) Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off -site destinations, where feasible. 4) Support pedestrian movement between properties and from private property to public right-of-way by providing facilities that traverse natural or man-made barriers, where appropriate. 5) Provide direct pedestrian walkways from businesses in commercial areas totransit stops, and/or provide additional transit amenities, where appropriate and feasible. Pedestrian circulation on the site will remain unchanged. There is currently a pedestrian plaza that connects the building entrance to the sidewalk along Tukwila International Boulevard, as well as a walkway along the west side of the building connecting the parking spaces to the building entrance. k. Pedestrian Amenities 1) Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. Pedestrian amenities on the site will remain unchanged. This site went under Design Review in 2003, in which 500 square feet of pedestrian oriented space was required —including seating. The benches that were provided as a result of this requirement were later removed due to a safety concern by the Tukwila Police Department. No further seating is proposed at this time. I. Vehicular Circulation 1) Minimize conflicts between vehicular and pedestriantraffic, 2) Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and/or takingadvantage of opportunities for shared driveways. The vehicular circulation of the site will remain unchanged. The drive through customer traffic will continue to stay separate from parking lot areas. The pedestrian plaza will remain visually separated from vehicular areas through raised and colored concrete and landscaping details. m. Parking 1) Minimize the amount of space devoted to parking by taking advantage of shared parking and/or methods for reducing parking demand, where possible. The parking for this site will remain unchanged. All required parking is provided onsite and no shared parking is proposed. they have been removed due to safety concerns from the Tukwila Police Department and no more benches are proposed. 2. The arches over the Taco Bell signage and the cupola roofs will be removed, creating a flat and cohesive roofline on the entirety of the structure. The existing structure will be painted red, white, and gray per corporate design requirements. 3. The current landscaping on the site was approved as part of the site's design review in 2003, and will remain the same. The landscaping meets the City's current landscaping requirements. The applicant shall follow recommendations for vegetation protection during construction. 4. Three building -mounted signs are proposed on the site —one on the north facade, one on the west fagade, and one on the south fagade. The proposed signs meet the size requirements in our current code and are appropriate for an auto -oriented business along Tukwila International Boulevard. RECOMMENDATIONS Staff recommends the approval of the Design Review with the following conditions: 1. Applicant shall repaint the fire lanes on the site. INFORMATIONAL ITEMS 1. Trees on the site shall be protected per the tree protection standards found in TMC Chapter 18.54.070. Existing ground cover will be covered during construction to protect against debris and pa j. 2. All signage on the site will comply with the approved sign permit S18-0071. GENERAL NOTES ll U4 „L.M✓.Ri.+M.+�w9+M[>ow+�. ia4lO rv: A •m,r( M1X,Winl. .7Rr..E. RUO.at Rau,_ Attachment A A O• 1 1 1 1 1 I 1 1 1 1 g 1 • -- 1- c1' J 2 • REM ELEVATION ,.,.�...,. Sealer uv...,..,•o —a70 Qx] FINISH SCHEDULE MIL FINISH NOTES < C> u .. < C .0.011.4111X SMIENVOI.S.•:..o>.ua...A. < D UW.....w., CO.n O R R..wO.e...m.io...mi < CD SO. 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TALL TIOOO nom 7140.E TERm ROUX IRLOOK.TAAT RASOATION SCHEDULE S11R 073061T. 113 TOT. DO PKTIECT SEE ROO TR MOY MO1 0M1 TE00 0000 KV T8 0 Por t-o .W 0 0 IK T.iIE • 1y0 IRO W41. b R SNOT Sid 0101. 1903115K11r06I09 00 03 KR 001.4 1200010 014 iw TOEDI (-ea R1. POI CAL.) 0 - CM gm. IRO. Ma 0.•100) b00 i101- SOAR. K T. 0 -IC 30 OA OA 011 01. 0T1 00 1W1/110 S' bbb bb »m-•I.A71,K T.00. 10 an402030•LPa.Pa 1n4/1.1 1' TO TO r. A T, K T. 0 -AC JO T. OM. D.O. tT. O.., 000 T.a/I... IC I TO. It ILL T.O -TIT TIL IM 130l4. 0M PY b/1.M TS O 0 1Tl.O.TTpO0t xC 0. O00 C.10'/T. ® f¢0L.CefiR 11..M1i n °.0�b0T.4°TIT .I.'60A71c A11A0�.w 0 00 70 TOTAL �• mow 4 -KE00 ar °°14 aIEL Trw mot tr. no O ■ n 0-.OM 01001D 0 m10E 0000cn06 T7,77X O07.7777, 071000 MP ITI. 04 TWO. SLIT n....R wwwo /1730 (TO AT Tn0 MEE Inn 4) 0RR bu Tm LO P.O.C. O P.M K: CLAM COOL. O K .o 0 en (COS COOK .0 010a MAO T 14 bL OR Sr 0L a1 WOO m ET - S/•• 00K1 0m VICIE (SOT APT O.EDI 119 .n 000011014 T 7m40 1160.01 1ma Mma .b - 1• PRISM 1m.M0 Lot. cuss so bc comb szr KR MN . 11 40 - OAV OSKT (•• O.0. 0OT0 Al KVOE 00TOTEok r.aR O M00a MT KOKO VMS'lam VLK SII OR91 0101. bO.MOKO wan, COO. 00 TINTFOLO OILED 1000. 9�0WILL 1 Attachment B LANDSCAPE PLANTING NOTES AND MATERIALS nw0173N NA WOO. L.3120.TO 100.1701M r NO MLATO n06 M(TmNIT NYLYOIb. Tre SOL 1WS0 0..1 0. PLA0OCPrt CO SORTED POMP OdL. FOR.. STN. 1•a04. OI 9. COM NMPMI. NO POtiv IO..WM2 C'6OOCOR roor ! MOILED .ov ..0021.... $61.'/O ,m w .1�i(¢0otroccoo comovcoer 0 6 T. COMMONS 1C000MT TO RE. M m NO REPORT ANT DOPE. a 1K omors RapRwmT.u. rwrt wan, A. nmlm COCONeE ww.¢r n ww.4.n INC ONOL ..2 AND mmNDN a1. ones n2Mlr.cs NOM TO .0. .m PLAN MNTL 0TIa 20103.70...043.01111 OOI 09090 WE BUN OOb12Rp 4TO0 .STALL.. nun Rua M S OO IRO AN TOTED am aPLlaw.. IWNL Popes LMN CARE - CO NT Om. OR ROM Ram SM. WM ar a D•. REP. Mm/a 6 RORue ITOOm. A F..WC. O..TM im MM.. N o0luana MN PLANS NO SP0LMOI6. M MC. Of WMNaw omo co mOoulsoo PC°COLA. OFT.ORC ROAM ALL COSTMC IANTM MOTS r. PRO. 00.0 CIOmk A rNb® OP. AND 0-MA000 TO wonro 09lK ODwWIO: aMRANTa ALL PLANT MTCLL r0 A TKO 0 ONE TVA to P WI 4 .ANTE A...S Or Mtl r1 C.. 00 BOA• 1*0.M 01Q11NM A SCOPE Or WOO( a O1C Cf.'M4 PROJ.aO ..71. .0 C LA.N 05 NO OMNI..0A.M.w10 rut O OATS MOPAO COMPLDON OF 111W N®.00 or mom or o 0l( woo ro onuor IwMTOM1OE AS MOLE. MOM. L. PLANOO AND 10.31011 IIVIRUwOi o1.le ..70.2 M 0*ANA..70 roc MANE 10. I. w A®oucM mM¢ .rnL OM) N 0 PLA6(m STOW (4m 160.1-1M0. oeuor owns RRGSD moo M URN 1.1P010.411. R LNOSOPE MS(. 1 OO• r 6N..Ot TO u1_mere110 OM. mrt.•MO<Aa M MOMoc v M OTO 0Aa R002 TN. Totals C..M a r AME era u.L 'ou' DOOM G1A.w C.. 40 My e0E ESTOLO. AWOL COOT. TO 1C MOO e) WW1, Tall Ok TO MIRY TO ft n41T SERE NO Fl OFORML LAPS rCOGS 002LOPO MAC. ROOT STROM O*1 aFn 0I TO Or Woo n AIR ear M.TECEPOL GUMMY C0.41 713. .m NO PRO.= MRC. Wt. NO PLANTS 0700..E E LANDSCAPE M00621 70 .WE EON 0 S0. P.l[ nvtmmu v ae( RWno. CO ROOTS LAW sYMAnN. rMx NaTni LEM06nvml.xa us m w C.. Ad roue. n co so Lon na OR MM1ANO S TO SS row A coo a WOOS SM.. OW MOPED 0•1016 S A TN ='0 0SE LOG. W M SANE as NL O7NO SE1 1111W 0' PLANT M310*. WOES O MU. WILL Q POW00O u4SSS .O.1p1 MO. 6 A®0210 ro M 0001 .ROM l.O 0w10(D CAM 8N00.10: OT;Q AQTM016 .101 Mr P000nm m t M O00. TRW M MO NO U.00MrMOOT. MMOM SOL MOO Alm PM031 .NCI)'. a APPLW0. TO le nn0910. Wm r.. R 9 N C O M SRL O TO REM. R V T 0 OF PtR T 9 a O T E RE M RAO Pe rOLOOG ....WDOEO. MO 1001(. MC COO. ROURmOTR TOR ALL LNOSCAR MGS MUSS Kelm 071.01. CM M PLAN. 90a mown07 MR A11RAa6RM 1MMWw,56NMIPOOL r M. NGPM. All PROP 10 SOL PNOIMnM, CO4TO1.On.0 Mauoc SOLE eta n.MO 1 PONM.S. LAM AIR 13.111 LOC.. OC .. • IMAM OS a TE ILESJLNO was em 0 (1u.0m • MSTTCTO R LCAM.PLE(D rate O.m. TroS ro Mal. EOM. Mo URA.. Nov. ROM POLO R1M0121OAIOM FOR MT..EL MIX.V.ftl��r1M MT(S. NO POST-M61dt L n4wms. m10 u FOR A NN. ml 12.0 LADOLAI.Avon NO Rorm OLIFROMTTS a nE u n20.C. L 09Y7 m TM¢ 0EC1243032 O.Toe kommS solo. MOT FRO. 01W62 COM FOR A00000t wmwa MILO. i. M 5005 ROOM. 'pa Ai0P9lamsM SLR. TpmL 006011.0 OF LOA SOL LAM s TO T MOOT OrAllt 414710. TOPSOIL 10 R N000 MOM POSE AIERWMe .P C)1. AM IL MO. 40 ec 0fl® TC mom. own. w L). NON. LOW TO 03.090I0 O MD NORCO Or RTGWO SOL MOM Cee9 TOR LOW norTOPR OPPL10Rt NO OYRr Soo Q T0S1R CoM.TOR o N19L0>r FOR IRE w® CONTROL AO... Raw cOMMo1.Tm Cer-RITE 1M.Rm e) nowt RPMMC SOL N.M. STCOR LED TOPS. 9.10. e.l ON -SITE MT Mar 1I2010L5. OASvrATI.. AS NOTED Ur ARE. Ai. N00016 w U T. NO C) l_ RIM...O MKT 60O ME01E01 TO SKOV. CO. T. COEPOSI TOPSL FOR PLAMINO TO 0r110 IS TO I0 P06TM DNCYIC wrack es .0.t. M ry,.PPa 6 PDN SO¢ W. 3-4 MOOS a SRCDIm T03O. CM.I 1.1r942.1 COMPOST. SUOOr/CWfMT MAW WWI. 023.371142.03 °°i�LI T' M0� IRDAr'Nvr-r�'`.101a'407* m ncrs.10i MmN OTTIOMIC .1DwLO0/®AR PRODJOS rL51AR CpOLETC RR1L0N LIEN owl 000... 1 PUCM sm... Na A Imes Cf SO rOCON RCN ROUSE IRECW. OATH.... 10 OE "'.01FM.mCR OVAL- 10-1s-20 1r se PON05 PER .0 .M0 a 01... COURSE. 01 PNn.s MOOML C.-s.lr roma =Qo m ROT'POL S) a Mil. P.ON® FOR ILA.ITIIO/TRI. °)1y0TON 1 PSOIL ° wA o14/a0R(414�461. 10030,11 MGt ro D PLOPS MI1Mw OF TOPS. ru TOP PLO60A TO MILK0. M N T6 * <ADA.CO CRAMS .204 1BOWS TO M rd0 NO [OUT wTED Poi MD SHOP .M M PLANS. MDMIENTS ro Q Myr ROOM 1110M000 Te TO 1-06. O4TOM. 10 TOME Deo aL4rotowes..e16ol. rwow s.. sot own. SPEW.6 a TOE..M =IRALTED vR-OVOI MOOD PIM. MUMS TO A OVER 0OvAnD T 110402 ROOK POPO men CRAWL LASE NO wNn•ND AWOL TO Ir M. TOP Dr PALO . Sr-• RSV oo elf OCR oO.1.2 M 1101. 1r TO moan OPLCORAL OPVALIOrS WO NUR. pDP 021147 RL..Nr-ROW 0/11 10L -.01 .L. ,Ccooc• .R.OWout./ry W4 n OR" SLOW wMN.n To PRO.Or.W nos MCS (Sj TO raM NG6 (1 OpIN IN A� N LANx. wnL u_ -s • TOMO AM COAL Me NOT1-U. S/3-30 oMAlm .[T. 01 .-MOOT O0 .10 40 (1 R O A r) mnOwa- 1-ROW 11a POL•f7IMOC CNm IOW TYPE TO; 01. 3/1• MATT ROOM NO IIIR. bSE- n.S1170E 6 ROT IE2000 20 rM De M110 TEAR MEET MIALLATgI. A.1•°M MOBS NOR O 90v01r TO >A nod CAE 1 TI.OgN To NWT IMO Sr [CPT 03.1.41.2PLAT PONE TO 000G... PL/RIT MO. COME® TO y6 0.1MOf. n. 1. woa. Moir C.P. MO ROO.[ IMO NO R OO . OMm] OVER TM POO (r) OMNLTq 011. TOP Od MOIL 0041 CTm, a .N M.I SM. T. MN NO OCTMUID. M..sm vra wn .or. . not avows, .MAY. TKO ON On N PROMO LOOP.. PO COON. Oi vaEOPO P. NO MEirsc0 On. a CALLED ON 40 MIS AM 0.4.0.73 4mr TT® TO n� a omn. a T E PLAN( Inwm w enam AS ..... Off. PLANT LS. .10O1L sNAuiP T STOLL SET. COMM ot. SAAR COT. w ALECPANCAL C P.OT. i1.7 S06T. SOWS M JADE re* norm c1ouRMa OLom.. LM.M.T O• 0TK WOO To .CAN n4Mom W1 OOOLY NO TMZ CANE TO ONO. TUT .001 OOa 9 a PROM CRAM a Daum 1001 ALL 0m410 Mal MOS On COM. rr LAM. WI. MTRAM. PROT TO 16T.ATON P 010310.4211 001 6 SwLa0 1.1 06 GROO T CM... SOL inwpr npD AL1147 � LOG.. 70 1-STOAT Oa0MICM 0r 1106/116101 NO 2-400I SEP.. FOR CROD0 .m r11o1. ne MAWS NO MRS MALTS. RANCHO 1.07.402 m0OP.00 TO INWOw PLANWM01 .POMP. MOLDED 16TIIM11N. NO VOL Mm7M¢ Or 1MRi.SPE 4S01u1010. PIMRO wO... ro MOVE 1101700. 0434O, PP. nnLLeL3L 2D MOM. 0 M ¢00 Nma 7 0 TO 0020 040 0. C. KAN MDLLONIO LURarAPE r6TAANON. MELMmoT a [00 P ANO NO PLANT OM. LOOS Or u PmCOO 0 .TOIL OfOf CANE . ORO.. .11.1.400 M 00.10.01 • w®rITATna room CO 103.1670. PLENA,. 201.00 OWL t PERMED CO =RECTO. non MO MOTOR NMM.. IV OW. POSE wTmfoi°IA'TROL �001 1AO�f T•aa TO s w NOON To WOOF OS ALL PINT IOI0141/01IU11103. .wW LA.0,04•C ID mop ruse po-- socoac Fvo. come 3. Mat TOP OF oa m.na oWe PLO N. Poona OS NANT wooer 10317 rove et. meeD PTA 1471. A��0m1�LY :. PLANT I6T .OR NAM R.00 71[T w1° GROUPDCOVER PLANTING DETAL 70 NOMOm. TOE ono Paten rOT Nan. 70..0110 KM.. OTO no. 1ar m ono M.MP To.< nemaL • MDTMLL NOT NO IWO= AT NIT. • POMO TOM NO Lon FM ay. ALL MN no mow• cow..�mm. or wn. lou�.UN1 1O. OMO Ow-Lm1 72 � .DUN COP: alwr M,N 0L COO NAM moi T�- R. Tve�r% ,D. OACe SO 011 W IPET® MSE O lt71Mc'Im 104.2 DOOR MIL POS.. I0s1R1Ar () N• DECIDUOUS TREE PLANT NG/STAKBJO DETAL NCO ro SOM f� .1 0000 MEC 030131 nb AOOET moor PA° CTmM'�TP) OARS MULCH AT CURB DETAIL NCO ro suss DRcurnPOO.LOT PL O LOOSEN M,.CTIO SAL. OF 11 MinnR.wuL sal Orvm m swwi nmM TOPICAL 0 NOW TOT. TOL as NOTED a3. se TACO Inf DMA= MOIL DCVO ONTO AND PANC PARKING LOT LANDSCAPE CALCULATION / 1W1 Y OOP.uO W WOW. @rO 0h N SI STA. a IS WMSTM NOYOW= T•�• H RAW - -� - •- �� - _ lP-- �L_ w T --oao-.off p ;Z!!"-er �'I 0 SEA ---It 1;,:�'rr_♦fC a Ja�60T Ot ,-,J._ (a R. SPUD KaD MNTM CYR. I:o1.�a° •srr LUA. MONO 1r wl MP GRADING IN PARK6JG LOT PLANTERS DETAL (TOPSOIL PREP.) 101 TO SCALE COI OF MANI. Arm Co PLANT 0A/.uIN� PLANT MATERIAL SPACING DETAIL OM. AS OUZO On 61.04/I 4MT UST .8 PLANTS TM IO.m OM P(M. L61 NCT TO SOLE PLANT MATERAL.SCHEDUL E 0111 100111p1 / [NINON IWO OMVIPP ux1 a bb PP it • W9 All \J a 0 O 0 • O ® 0 a (g Q TIC 0o NIUI / SOOV �S ear ONO OOW010 0.0613 000 / MY =WM9YOl 301011 30 / LAD! 01DITIL� 00 0.13110..6. r - e N( i • • 1 �••• l' 4 • • • �• r C.I. r • r 1 WIN _ l•• CALA. 1 eua ICCO,OO' soWq S 0001 Tr -111 Ir -a• .•• Ir-1t• 1.1 1 CAW.r .'A. 031m.01 Tr-1.SW REM.. .• MT .• IV . ROT f RA 1CASM 1 wAa - - a M. a aa. 0 DON a Ro-M D4R •• OG 1' D. r TM r C.L.13 I CC r.• ec . 00 .'rc CAL a*00 nL Tr Lc Ir rc .1' OL ___.._. le Il S 1 P U 1 O 77 SS 0 1 a .1 re 1r . SS 14 a a°v a On a MIDA.D 14 3 r-'_• �II�F M•SO.T OOiwa lbNAOIA uo-,O 0IME Wawc wiOc .ff®.r 0G14: NMI®.a. VOA • 0n Or O0* 1 1 R1 1001 111/ IM •m MOAT r 0OR.01331.1 p0 .`w rgM lM slol. P. ST. • On or GM. were RA®.. r QT ORM RA OW OLL SUMO Al . Mo7PR�usmr • FM 5LMITR 0 CR.CR.FOR PLAM0 MC. .0. 0 01 DOI MOS .m Ir My OARS wm110 MOAT l C410 NWOrI 1 PIN FIN. MON Ir0EL 10 Mml r. P.M 11000.1. w.0Im 00 1 LW 01s Rey COMM 01 4w311.11.w W A ©Ts w406c Kb w1OOW. 530 OR i WAIL.r T rr MY 10OpIS MO Ir 1.00 171.E NO 1TrOd 01.E Si 43, RED 1E0 MC O PLIPN tE wrclLED wM1Ttn CO1.10TRIM 1 2 OM S.. 1LTaIII 6 WY / .4 .000CM.1 aE. r OW / RIM ONLM 10 'COMM / rMlLpr.M LO'eTO / OM110 T°'0 O .Rw1 IIMPrr3 tm * LIMN / .7TOwl000. m°�0i Pw[ / 10 mar INTO.i MD R C0.01 TOM / COMO �m SM.ToTA / ..Ras 4/ omuaoaQ 470OMER 4 70. 00ID.M / ranP W WiWAWA ll CUM. R(Is / nr 00011 O/ CR.1pMt Qf 0aOm1 RMOrMAW 30.0113. / 3 / X w LON PLAN(. mwc 'C•AL .',il' 2' 2)J Q a cc 3 J taa SC N 1 e 1S !'19 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: UPGRADE OF KFC/TACO BELL Project Number: PL18-0076 Associated File Number(s): L18-0090 Date Mailed: 01/22/2019 Mailing requested by: MEREDITH SAMPSON Mailer's signature: SM ❑ Board of Adjustment Agenda Packet ❑ Board of Appeals Agenda Packet ❑ Determination of Non -Significance ❑ Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: ❑ Notice of Application for Shoreline Mgmt Permit lX Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: SEPA CHECKLIST ❑ Shoreline Mgmt Permit O Short Subdivision Agenda • KC ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4th AVE, RM# 709A SEATTLE W WA DEPT OF ECOLOGY SEPA REVIEW PO BOX 47703 OLYMPIA V CITY OF TUKWILA DEPARTMENT JESSICA HUNTER FLORINE MCNAMARA 5245 BELL CT 98104 Christie.Most@kingcounty•gov 98504 sepaunit@ecy.wa.gov ANA.LE@TUKWILAWA.GOV DOTY 79@YAHOO.COM CHINO CA 91710 KFC October 22, 2018 City of Tukwila — Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 Design Narrative — KFC Project #E720401-15036 Tukwila, International Blvd The building is approximately 3,312 square feet of that 1,500 square feet is renovation space. The scope of work will consist of an interior renovation to the dining area and restrooms of the existing KFC restaurant. The kitchen and drive through areas will remain in operation during the remodeling process. The exterior image upgrade will consist of new exterior branding and signage elements and new paint finishes. The building use will remain the same and there will be no kitchen work. Signage and trade permits will be pulled separately for this project. KFC will not be neither increasing the height of the structure nor expanding the building footprint. No structural modifications are being proposed. RECEIVED NOV 13 2018 Community Development Lendlease Development Inc. 30 South Wacker Drive, Suite 2400, Chicago, IL 60606 www.lendlease.com T 312 245 1000 F 312 245 1379 I " I CS OTm a m 0 f` i IIIH III c 7 O 1 B \ _ �T. 1� 1V // \�y LI I I I I I 1 C 1IIIIIIII CO'I II II IIIII I I % I L L/ 430 ECM I " I CB7TW \P L / -- P o-. Il 1 L i r A - I I I.4 Iw CB JTT. TYP.0 2 Y L( TYP. 1YP ELEVATION 02 B_1N 1,.•V. IYP � 1 CEP Il pJ � SF+ 10.101AlION ON bola 1A2.1•. ELEVATION CI M• } // // // // t — _ m TACO BELL SOFFIT SECTION Seale: NTS oux SERVICE COUNTER sea1N NT$ m ELEVATION REELEVATION01 EYVA710N» War or RR ELEVATION 02 LEGEND TO REMAIN INTERIOR ELEVATION KEY NOTES KFC GRAPHIC SCHEDULE xRE TI NLLI10 IN,/ L nn„L_ .., Q NEW SEANCE COUNTER EWER EXISTING KNEE WAL11 CD PEW CHER RAIL PRE PRIMED BY YENBOR. SSTALL WEN REVEAL TO END O NEW PENDANT UGH/FIXTURES -SEE CERNG PLAN © VEIDOR PROVIDED FRAMED MI WORK. USE PRONGED TEMPLATE TO SSTALL CD cum. 1.10.1100. Q ESIALL REW WNNSCBT PRE -PAINTED CD SLUM COAT EMITS WALLS(IOLEVELTL PRAEWD 564FT6F103.6 owlRAl Q EXSTNO BLAXHFAD FACE WORSIIE) TOBEPANTEDP-4 CD NEW FRP PANEL own 0XO7NGRE CD N0,POSEA>PMENT CD COSTING PEPSI DISPENSE /ICE/MCKEE 1O9 STANLESSSIEELI00cER CAPOO EXISTING BXFIEAO O NEW SUSPENDED BUCKET GRAPHIC ELEMENT CD NEWSURFACE MOUNTED CORNER GUARDS CD NEW ORDER COW. FAUX BEMAS OVERHEAD CD) NEWEL WALL BARE CD NEWOCOPATNE TRIMCNWR PAR AT TOPORESIACC.. HIP THE WILL • FALL HEO 11 1Q9 NEW DECOA1NE TACO BELL SOFFIT ® NEW FOCAL WALL CROWN MOUL0IN0- LEAVE I? NR GAP BELOW UNDO..E 00 CEILING AT FOtx WAS. RXIRDU OAAPINCO IMAGE COMPONENT SCHEDULE KFC DECOR SCHEDULE (CONTD) 6101120110 T. GIY ITEM DESCRP10N 01 'MICHEN SON TAG GIT. LN. FT. ITEM DESCRIn. MIRROR MECI LTNB TAG OTT. FIXTURES & GRAPHICS KEY NOTES: ITEM OESGPDIgN G2 CHWR 6041313-NESTED co PEAL MEALS GUARMGEE 04 SECRET PROCESS NO ORDER COLNIFRORINN CO UNIER opoocnerrs .1 BUCKET .2 1 RING CM. ELEMENT FROR CANTER 6FMIS-1IEE0 BOTH OTYANO U4FT. MOOR OS PEPS FIDNG STATION SIGN 00 FOCAL WALL ART O m 01634G ROOM ARTWORK -'SOUTHERN IN511REO Gm DINING ROOM ART WORK • SANDERS FOR SENATOR - 074 DINNG ROOM ARMORK • rm., 101' CONAN WIAOW SILL TAG OTY. REM DESCRIPTION W ERASII UNIT. SINGLE ORDER COUNTER • TACO BELL SMALL 6EL1 SIGNROG0 or TRASH UNIT. 31.01E 0Y 6 TABLE 10P-21•X24• sr ENTRY FOCAL WALL WEIR REAL4EALS OWTE• OVER CHAIR RAIL DSE TABLETOP- SEE42 GTO DINING ROOM ARTWORK. TAit CHICKEN SNESMFN 11,21 FOCAL WALL PANELS BACK RED WALL O Y 6 TANS TOP.IA• X 4211C WI 00 IRANI. SEWAGE 11'2 TOP THE COS FOCAL TABS EO ROUNDS. CUSTOM BASE GBA STOE SOURS - ENTRY 000R GEO STORE HOURS - DT W7DON GUY RES/RDOAISON5-LADES 0105 REBTMIOM SONS -GENTS G11 COLONELS OEFICE SIGN GIS RESTROOIA MIRROR MESSAGE GUY BOH ART • WAIMUNICATi01 BOARD NER16 HOW 0166 BON/ST FAMILr PRIDE BOARD O 103 B. ART . COL ONEI PROUD BANNER GIRO BON EN • COONEL TIE MIRROR GUY BON MT - GREATEST CS COLLAGE GIS BOB ART SERUHCE PROMISE SICK (STANDARD SD'X42 ANC SMALL 301324, •• COORDINATE EXACT GRAPHIC LOCATIONS AND HANGING INSTRUCTIONS WITH VENDOR SPECS OS 14 CLP 00MR STEEL TABLE POST NUR ESCUTCHEON BARE AND MOWRGP,16 NC 010 0 FREE SEAMING OFFSET TABU POST MARIA TAG O1Y. ITEM DESCRIPTION 47 CUE DINING CHAIRS C2 6 CAFE OVANAT CRIERS RFC REDEEM TACO BELL COMPONENT SCHEDULE 'EXPLORER" TACO E4 O1000 TM DIY DEM DESCRIPTION PSIS PBf PIPNK SETTEE B0O0lo. D-506 PEE PLANK SETTEE BOOTHS • 0D TACOOaLONOMOCO 16030 I 1 ICONDI.. EXPLORER 16021 1 IOTSNOE POP MN -PULL WALL SISAL QI EWTNG POS. EOLPMEM ONCE EXIST OR NEW UNDER COUNTERGWI DRAWER BRACKET Q01.0 24S1N1 EXISTING ICE MACHINE 6 BEVERAGE DISPENSER •SEE SHEET CD EXISTING SAFE O REPLACE EXTERILTO0RT 40DOOR EPp D. PEASE DOOR PANEL W. © EXISTING BECURIIVMONRM.REL.0001000IECE591AY FOR NEW MINCE COUNTER LAYOUT CD CUSTOM MILLWORK PROVIDED BT VENDOR CD REINSTALL LASTING NFC POUNDCIION• ARTWORK O NEW CORE COEEO TABLETOP POSTS - PAINT MATTE BLACK CD GC TO REPLACE TOILETS WHIN 10020A COMPU l4T IOETS.NEFIC STANDEE E PION%O'MOGFISIB.M 101M250. 104.114SIALL TO FULL ADA ACCORDANCE Q NEW AM COMPLIANT LAVATORY. NOBLER BE.. EST...TO RULE. ACCORGERCE CD GARB BLAB. HOR00MALi01E MOUNIEDW 12T0 TOP O GRAB BAR. BOTTOM OF IS TONG VERTICAL BAR TO BE MOUNTED AT 31C4P AA KFC LLI 0 GPD GROUP RGGsu62l Corporation ANON, ON 4.11 P105122103 3305T23101 GRAINING SUBMITTALS..01E .N MN0 CB A BY PRDEc10-50 SERIES 6000 TO AMERICAN SHOWMAN. TEMPLATE VERSION REIN OF20 JAN. 2016 SCENTIVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 90188 coMllss,ON ND. E720401 L60.06 0. 2017392.08 SSEM'. INTERIOR ELEVATIONS / FIXTURE & GRAPHICS PLAN MEET xo A-1.1 L GENERAL NOTES A GC TO PROVIDEGELEMETNON OF MST. STMN CPAL ATTACHMENTS FOR NEW BOUND ELEMENTS. BLOUSED PROVIDE ADPTIONLL BLOCKING PER vENCORS RECOM.IENDATPN 8 All SMAtAGEA.PICS AND AwNNCS ARE SHOWN AS A DESIRED BEST CASE UYOUT A FINAL SIOWGE SUBMITTAL SMALL BE DEVELOPED BY E Sr.,.A16PIIFBa AND PERMITTED BY THE SIGN VENDOR UNDER SEPARATE PERMIT FRONT. BUILDING PERMIT A 0 10.10. zrd 1� T PJIiI Ei1L gli.fl" TACO BELL 131 4 - DRIVE-TNRU ELEVATION 1/P • ro Ions I PE ND\NIDAInRiS susours:mioMlaRua-BfMie'tii' YLS✓��i45.. TACO BELL 2 - REAR ELEVATION 3- ENTRY ELEVATION Seals 1/4• • 1,1Y 113, III TM MEM 1 - FRONT ELEVATION Soa1n 1/4' • 1.0 v Scala 1/P • 1'O• 11:77-== PACCLEIPPO PONT POCCLELLr REGAL SELEC PIPIPOR PM, O PAINE WALL SURFACE BEHNO RFD AWNINGS O PANT WIDE RORDERWN'DOW SURROUND PS MIMED Oi 1BSTINGPARMET COPING TO RE REPAIRED, SEALED AND PANTED 0 ens: MB t.. oB-i6BEiosnco lr 9 STENCLL PAINTED GRAPHIC ELEMENT Q NEW EYTENOR PAIMTiEATMEM OB FXSIWc1NDows QB EXISTING BOLLARD O HEW EXTERIOR LIGHTFIXTURE CENTERED ONWNDON 0/011 ORMMC.OTMERMSE AB 016101D IN EUl VAT10N. PATCR MTD REPARROOFMFMBRMEAT VERIFY ATTACRAEM PORT CIRCUITS 1 C LIGHTS TO VERIFY CAPACrtY ON EXISTING GRCUIIS FORUbITe REINSTALL ADDRESS NUMBERS AFTER PAIRING 0 NEW SURE ELEC ACCENT LIGHT FIXTURE. O�VE�CAPOGHT N EXISTING CIRCUITS FOR LIGHTS O DONEW YSNEDMMAvE RAN LOUVERED D AWN..,AWNRGS ABWE O FEw DRRE-TIRO CANOPY O NEW STAND OFF METAL PAf,L SYSTEM WW Va1YLGPAPMICS CD NEW KFC 'NONCOM. LETTER FACES AND CABINET CANS. O NEw METAL PANEL SYSTEM ATTACHED TOMB) MELD OFF EXISTING TOWER. TOP OF PANELING i0 ALIGN WITH BOTTOM OF EOSINS TOWER COPING. O PANT EXISTING EXTERIOR DOOR ANO FRAME O NEW E0TEAIOR WALL 0001.. M] ® EXISTING STOREFRONT O FEW TACO BELL SIGNAOE ® NEW TACO BELL VD ER v.. .I. KFC IMAGE COMPONENTS SCHEDULE 0EM 'TEM DESCRIPTION min EMI=PMAIHYELL • NA, NT PMICS PION TOR. _ DO HAW WAY PANT TEMPLATE -1B1• _ HORIZONTAL ®EM11 ICEME TORA�NWP • FI.0060ALF LOGO IND _ I DO SKIMMED ANMMS• BD' VAN yr./MI I IE SHUTTERED AWNINGS •... WIDE _ A AWNS GS BABY FtlisMRIFREO _ MEM ©TACO SELL PANEL SEE EXTERIOR SCHEDULE IN ®� bG1D1FOROETAIS AEx wAFTmsX E0.Dw i xwuTsr oo ANTywaIINVO,ETR sAai TACO BELL ad Xrd IDDOBEIL - FACE M TACO BELL ad X ad l000 BELL - FACE UT TACO BELL IT G WBEL LETTER WHITE U 11ERE0 A WNNGS - Bd •'HOE - BALK !MATCH PO smiTTERIED WWtANDS-B8. ROE . BIAGU PATCH P31 RB WNEOND 91 WATTS KFC GPD GROUP Professional Cosporation 520 Some lwna, 9AM 2521 IEDD DH M311 SD 52221E0 IXS72.2101 DRAWING SUBMITTALS reeds t REVISION Rao MN EN 0 ...••ASIm•,mW MELT IMF "K50 SERIES 6000 TO AMERICAN SHOWMAN. TEMPLATE VERSION RE, 66SF 2.0 JAN. 9016 NcaTLE scat 15036 TUKWIIA INTERNATIONAL BLVD. TUKWILA, WA 98188 mBneaaN lD. E720401 W I� 2017392.08 SCUTTLE EXTERIOR ELEVATIONS &RY RO A-2.0 fI� i1 rt SpoW PAN NEMSCN.vNT MVP RR UP TRIM ± TMNED ROD WTI Ww •NI MRS ON BOTH SEES BY5.0.4.1 NCON ANY HOLE Pt1.7.I101.4 . R Two l¢ a. SOSOL.av . 1.: ETR. I S. ]* bi AfVENDOR I 4 TO STCRIVR0NT ,.FUS.110 Al UNDERSIDE OF ;NOS, MO HEAD OF _ LOSE PANTED TO MATCH NE.MTSYSTEM uR OARMP NO RIX# MOWIRAE TO PREWAR JRGER PARR, CAP SPAn 41k TG LOW PARAPET METAL PORNO rose WNG SEEe pammNOS mEMBRANF TORE TIN I OWIN, ,SICCIONP ffi I TCANOPP . RAN Sr 1.'PW551.R[mcI'[n,N'.rn SONFERWNC STR veooN e/54115.5 iccEEI TRW LEAVE w 1m CAP MP CHAR RS110.0 N.A..SOAK , ,.LBED A&RIPPONN ARESGTNE GAMER :�HAAEO A W WAOO SW 1,7 CAVE STOREFRONT HEAD AT DINING o 1 .ELLATON SRA-CRAW wtO-DOWN ...SRN w WATER RESSTNL AR B.10000 6IBRNIE OVEN SHE TING 4 RILIC INSULATION&IWO RIMING TR_„ LueEMW ,nr cA+ANO:�..A. SrOREE ca£NRIED MEAL METAL CLOSR'MM ILEA!. ILLS. NO TV' I -WOE ARTISAN NOICENI 'NW STOREFRONT JAMB DETAIL -1 3 &LEY. W WATER PlYWOPO UEAGSNO 1 We RIE:O NGUATION BOW SuREING 612 TROW PAN HEAD stns. YPG4 HARENE RP/EN PANEL yESITICAt won morn mEFNS,RD OUTSOF MAWR TRW ENTRANCE PORTAL DETAIL (OUTSIDE) STOREFRONT SePTEM DCORree WEEIWSI.MRS R RESAL RARNNG NARDI' FEN. PANII VERNc $DAr n*+ULI ,,SAL DRAWNDS RCN VP WATER . OW EW 12-17)RPAN HEAD SCR. IEWIREANit PW,RMER mEATED...0 R OVER 1? EATWNG EUWIMI STWP �YRULi DOOR JAMB AT ENTRANCE PORTAL o- 4 HEAD AT ARTISAN V•RUSTIC SIDING WOgFMMEMWMN[ WYAOODSPEAT.NG R.s READ WWIIAIICN ROMO NEP 1 FUMING �I,EA.WDWE,DD DAP AND CAULK ,reNGAL, WAPAM,.. TREATED OOD iDCPNG 5e ARTISAN ACCENT P.M 01a12 TIM PAN IEAD SLEW NANA NNEAL NEE, YMCA,. SOW W25SUSE IREATFO w000 ENTRANCE PORTAL DETAIL (INSIDE) NM IAMWE„ FGR tr u[SNIr1 RT WAi[R AMINE AR WWI,. MTMroMNE OVEN 1,, PI WXNO SHEATH. HARD. PENS. PANEL mERMAL •10 I]PROW PAN HLND SLEW PREM. 1,EA'[uwoaD NORM] 'Mr R.S REND NSUATON SOMO ANT S,RP PREY... BRGA RUN. InM CLOW.E PRE..No.v_ PARUA. PMM SEIIYICE DOOR MAD 6 BLLES.4 ISATER RIMSIEW R MEMPRO OYER Ptr.000 REAI]M.G , NOVW>INS.,PON ROW N.,RFBiA TREATED W000 Wmn SITUP WOE RCA. PANEL ARPICAL SD. •1612 WOW RAN NEAR spstsw MOM ipl— `INN= AO =1111601Mi Ai ALlNM. NEo.EWAED ON PAR RERANVFW IOW., ARO UYIR ERNE Wr SEAANLMOM POD ANC SFA4X, PREEN.. WAX WEAL TRW CLOSURE 1RE.PaMaD BREAK METAL RAS.. JAMB AT SERVICE DOOR ILLUFWIN WA. NESISEWL AM WIRER aAiN OP REA, G SDAC NAL ITSTRCAU WPM ASW ANvw,s. SONG (rm.. WOO TRARING REATED VS ASE RUG SCREEN - NRDNFIJSMING &AB GASSAGES M SPAN. DAD,:': SufACE6 NALL FLOOR .145E FWME ONDCOYF BASE AT ARTISAN V•RUSTIC SIDING 3 MOW 100801.3 WILL „Na R1sa BAnimoo DNsty,. SYSTEM ':.Na wAu FRAMING AND SYSTEM TO %MAN ECM AS NECESSARY r — 1: ti I REMOVE WALL SIGN -I I 1 - DEMO SECTION Scale: 3.4- 1 -0 NG ROOFING TO GEMAu PROTECTNECFSGANy AS NEE NEAP DETNL ARC SARNO POINT NYh.o sREMAT PATCH AS NECESSARY EXISTING TRUSS LEG FloSTNO TRUSS wFR ) STING ROOFNDG RERAN PROTECT AS' NECESSARY 2 • PARAPET WALL SECTION SG.., 3 4 - 1 .0 •&AAA KFC FOR REFERENCE ONLY GPD GROUP Professional Co.po.otion SZD SwM Mao, SIei 0 4311 .5722. SKI 5E22101 DRAWING SUBMITTALS Mart 47 'PAWN REVISION *Mk Dan B moccTTmE 'N-50 SERIES 6030 TO AMERICAN SMOWWII TEMPLATE VERSION RELEASE 20 JAN. 2016 SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA. WA981BB Caa+SS.49 E720401 01060N0 2017392.08 SWETT. DETAILS - FOR REFERENCE ONLY SF.T A-3.0 SITE WORK KEY NOTES NOTE. REFER TO FINISH SCHEDULE ON MEET A-10 WIDA2.0 CD EMSTNO REOTEDUNPSIER ENCLOSURE TO REMAIN CD EW,IR.W0EFLBTOP O EXSTNG40A SOWGE Q COMO CONCRETE SIDEWALK PROTECTED THROUGHOUT CONSTRUCTION CD EASTIOPARKING LOT DIRECTIONAL SIGMBGE CD EXATIKi CONCRETE PAVEMENT TOSS PROTECTED DURING CONSTRUCTION Q EXISTING CURB TO BE PROTECTED MROUGHO W CONSTRUCTION CD EL.,. BUILDING TO BE PROTECTED TIROUGHOIT CONSMUCTON CD EXISTING ASPFMLT PAVEMENT TO BE PROTECTED MROOILOUT CONSTRUCTION tQ0 EXISTING LANDSCAPING TO REMAIN O C> CD EXISTNGSPEAKER RUST Q EXLSTNG PHEMEw FOND EXSTNG MENU 00AR0 Q OWING RAILING TO BE PAINTED.. INTERIOR RENOVATION: DINING AREA / RESTROOM mo SRaNFr NOT IN SCOPE'. --- KITCHEN / DOH .812 SR,Me F.N VICINITY MAP BAWD Sur CollWShope E 15001s1 Chm Pe M.„0F .11.I7M De14, ., of 0 KFC • TACO BELL 60SB TUNWILA INTERNATIONAL BLVD 1uKwIA WAeelee .09,T.av YIw.MM1sII• iRE N.TH PROJECT SUMMARY PROJECT WYE. PFOJECT AtxxrxC LEGAL AEY8CIOTON MONO COOS. SUSDW3 FOOIRINT AREA RENOVATION AREA SFATNG. TOE OF CONFIRM,. OCCUPANCY: AIu],. BELL 6 TWU NTERNAIOWI BLVD. 111UWEA. WA NIBS TUtWILA BOIS IBC WIM WASNNGTON AMENDMENTS DRIP SF SOD Sr EBBING DT PROPOSED: DP NOT TO EXCEED EXISTING (LINSPRINK EREM P9ECT DESCRIPTION TAILS PROJECT CONSISTS OF A INTERIOR RENOVATION OF ME PM. AREA FOR AN EXS,NG KFC-TACO BELL 1ESTALNNO. THE KRO@I ANC DIVE THROWN AREAS WILL REMAN N000021ION DURING THE REMODELING PROCESS EXTERIOR ROBE UPGRADE WILL CONSIST OF NEWWOO tn. BIO NONG a SIGNACE ELEMENTS AND NEW PAW RN9ES PER NEW PROTOTYPE PROJECT GENERAL NOTES A DS INTERCO)TWIT A COMPLETE OCCUPIABLE BUILDING PROJECT 15PR0140E0 B 00 NOT SCALE THESE CRAVING. VERIFY ALLOMENSION0 AND CORD ONS N THE FIELD 00DSCREPANCESN THESE TAWNGB SHALL BE BROWN,' TOTE ATTENTION OF TIE MF.HIECT AND KFC. PnOi TO STARTING WORK SCOPE OF WORK PROJECT DIRECTORY CORPORATE ARCHITECT KFC Corporation Gaup P,dPN.N Corp0Mo-Conlaci IWOC,. Sanders LeD, St. 25DJ ,�roy CNnna• MnM KY LOP ID saalec2,v PYRR. 011, NBII DIP 264.6.• DRAWING INDEX revetetros GENERAL O-1.0 GENERAL INFORMATION DEMOLmOH 0-I0 DEMOTION: ROM RANCHING PUN & EXTERIOR ELEVATIONS ARCHITECTURAL A1.0 IEFIECTEDGEYNG PUN a FLOOR NNW FUN TERORFLEVA1ONS/N01INE B GRAPHICS PUN A2.0EM. ORS ENELEVATIONS 0 AB. COALS FOR %FERENCE ONLY vats vg,a�, KFC GPD GROUP Professional C *paraumR 529 EKm M.In s M. 2531 Abon...tl11 S]D 612210O MOM 2101 OWNING SUBMITTALS 11.0111LALOWItle RUM El opant OWN IN resOliM,—e wag REVISION MaV Deb By PROJECT TITLE 'K50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAW. 206 DICENDVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWIIA WA 98188 aMUSOK xD_ E720401 (PDAB.. 2017392.08 SIM PILE GENERAL INFORMATION sKEEr1a G-1.0 • I I I F _ q r 7 r 1 = L J L.-J I ` T I--- L i 1 1 � rI L — J 1 • _ 1 r0, up 0 z A L . 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AND mews 4C'S.'' ... :: . .-: (la ®t EwSTNGC&UNG DIFFUSER ANDGRRlE510 BE FEMOVEDANO O TOBEREUSED FORNEWLIGD IKSTO BE REMUhD ICNO,MS OPL WITH NEW MSALF LOGTIOH UAESS NOIFD SCONCES TO BE REMOVEDICNC ®EMMTINGFLIC. MTS TO BE 6) EXSTNGWFFI ROUTER TO REMYN USED .FEW LOH.1. ODi IXISTING EMFAKMAv.MNGSCAN(WES TO BE REMOVED -SEE BYbING CCTRS UBASNEEOED04F DETECTORS TO BE RELOCATED DEMO ELEVA1T0.5 CD EXISTING SOFFITS TO BE REMOVED REFER TO CEREO RANF. NO WORK IN TNS ME ANY FEW BULKHEAD LOG1110N$ ()OV F. REUSE EMS.. POST BE REMOVED �"•"""' •• "'M'-"•"""s'• ••., MC'^"'� "^^""T REMOVE palm MEN.A Lao0 a SAVE CD TABLE STEEL TO CDREMOVE A. owl. DNO ROOM.Ftl5TN0TURES.ABLE OONSEL STaeLETops TO ANMaOV. SN ESS OFTI3BINGUIOBICOUAB1 SAFE 70 RELMN-PROTECT FRON DUST E%4TNG ICE MACMNEGENERAL �FOR RE.LISE TO PUMP +. .µDS.OLVAGE NOTED OTIIERMSE CASH DµAO�.CUPDISPENSER ANDALLKARMA TO BDIMS EPEAONES.D. ALED CD EOSTWGBEVETWGE DISPENSER TO BE REMOVED ...FRS <aE9RREN6NK-B1`9WvfR.ENBBR VEN'lKlAc ®1 A EXISTING FLUO>O AO COVE BASE -REPAETEL FLOOR RENWEoo*WJLWoosCORNG NO WALL COVERING MOW MEE FOR NEW I. �BA""""'E^ CC V "• •• E 9F TO REWW. UNLESSOTHERWISE NORFS (0..) REMO.EEXRIING NLLF HEIGHT WWI- PATCH FLOOR AS NEEDED REMOVE FXISTNG RR F0 UPf5AM100CE55.IE5 © NECENGSEONffY MONITOR SYSTEM TO REMAN, PROTECT AS RBAOVEAL QUEUING RAILSAOPO515 • PATCH FLOOR NEEDED (la NO WORK IN THIS Ali. SCE � ®1 REMOVE EXISTING .. .COW SILLS ® ALL w REMOVE 1ERIOR WALL SIGNS. DECOR ELEMENTS. AATwORK S EXISTING DOORS TO BE REMOVED % AR KORREUSEPOSE OF TN A ISIBIE MMNER. R.I.FgMOCTgIf �uMOOO D AS NEEDED.EEDCIXMTFA TO BE REMOVED (KNEE WALL TO BE CZ) OFLGPMOW1N N VFWTElNOccIHNdOUST EOMCOPOROdV OEMASGHT IIGHf SFPL ELEVATION KEY NOTES �� E-1 E-7 CIO L"J E-7 �( 0 E� AdIIIlIIII.. ...= •MEB'� t +� ® 5. � . `•-./ raii° K "/ I F. 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L _ ,,,,, ) -CD lr?1,„, az, ( 0 ; C i 4., 03EFF ) ) ) LEGEND CEILING PLAN LEGEND FLOOR FINISH PLAN RESTING TO REMAIN IIIII, -- 'V NO wCEIN N THIS AREA $cabs, 3/10- . 1•.O. TRUE NORTH ROST.. TO FENIAN NO WORK IN ONS *EA Soaks 3/10. . 1,0' TRUE NORM REFLECTED CEILING PI.AN KEY NOTES FINISH PLAN KEY NOTES IlD RERSTAU.E.T. MENU SON. IC) NEw EMERGENCY UGHTING AND EMT MARGE (MARE BACKGROUND) Ca REINSTALL EXISTRO 2.1-FI ROUTER IN SAME LOCANON Ca) NM SUNLESS MEL CAP AT VEERS. OF IMMO MIA.. (EP NE, BUCKET PENDANT LION, MORINO ELECGLICAL CONTRACTOR TO I2T.1 REINSTALL EOSIN. BUG UOHT AS NEEDED YE., CAPACRA ON EGSTRIO CIRCUITS FOR LIGHTS Ca) SIRING OF MISS VI GWOPV SV VEIVDOS E.C. SHALL VERIFY CO) EOM. CCIVNCAMENARSMOKE DETECTORS TO BE RELOCATED BY CD POST MAL OCCUPANT LOAD ON WALL ARILIZENT TOM. ENTRY CD NEW PRERNONE0 FLOOR TO MLR. DECORATIVE WALL MN co MULL NEW WARISCOMG NO CF. 1.11. PANELS ON ROMA° OvER MIR° WALL SURFACE INSTALL a) WM CT:STING, ;ML,S (TO TEL SI .4E. W.A.,TVERINO PANELS IR • BELOW CERRO FOR VENNUTTON PURPOSES (CD PREEN.. AlUmINAA CORNER GUARDS TO MATCH NEW WALL ELVISH C., (0) INST. CEMENT BOARD SUBSTRATE AT wALL ERSE TONKIN W/ CAPACITY ON EXISTING CIRCUITS EOR LIGHTS AND MAKE FE. (0) NEW TRACK LIGHTING • POSISON. l'.0- FROM., VS 0 OWNER'S SASS NEEDED CONNECRON TO DIMINO LIONTINO CRCUIT THIS ANSA ELECISICAL COOMAACTOR TO ,CRIR CAPACTIV ON E.,.... CIRCUITS FOR UGHTS 1130 CD NEW RECESSED WHIN° - CENTERED ABOVE TABLES CCNNECT TO EOSIN° PNING ROOM WINE CIRCUITS EC SM. W., CAPACITY Cj, NEW PENDANT UONT CENTERED ABOVE TAME ELECTRICAL ON MIRO LRCMS POR UGNTS CONTR.°. TO VERIFY...TY ON 0ISTING CIRCUITS FOR UGHIS 020 RELOCATE OCRING T.STAT AS NEEDED C3) FAST. CEILING RECEPTACLES TO BE REPUCED WTIN NEW (0) RANT CERRO (Pa. WOO. VEL) EGGSHELL FINISH 155)1 NORIA,. TH. AREA (55) NEW ECRIVOR AWNING / LOUVER, REFER TO DOTERIOR E.ATICNS 4:3. INSTALL NEW I-NAC DIFEUSERSAW Goa I .RT IVNITRI 12a REPLACE ENCINO UONT FIXTURE NTH NEW LED WRIT FIXtURE W RESTROOMS AVO BERND SERVICE COUNTER CD MING KNEE WALL - MODRAREBuil0 AS NEECE0 TO FINTREEMNIN.REFER-SeRNIONGONEENLE ACCOMIACONIE COUNTERTOP AT Sr A.F.F. COVER NCH NEW °CMG ORM. SURFACE DECORATIVE PANELS • SERVICE COUNTER . FOUNTAIN LEW CD NEW FRP PANELS OVER EMS, NG WALL . EA • NuFAD TILE COUNTER la WW1 NEW IIESTIO01.4 WOKS NO ACCESSORIES 455 NEW VENDOR PLOWED FLOOR TO CEIUNO-OUOTE VIAL, REFER (55) '- r-E-r-nwmPzr:-.... TO INTERIOR ELEVATIONS 013, PREP . LEVEL FLOORING FOR NEw TILE SURFACES will NA NARA. ADHESNE ID NEW WHITE CORM VoNDOW SILL ESS-ZI CD EAST. HER PON CO...L......... 0 E..' ... (E) TEISTAU. NEW FLOOR TILE AND RUBBER BASE THROUGH OUT (113) INSTALL GRUBBER vv. EASE OVER NEW wALL PANELS Oa INST. FRP PANELS OM% MLA° w.U. TILE INA. FULL HT INSTALL CEMEN, BOARD SURSTFMTE AT W. SASE TO ALIGN vnTH (a) WSTOm A.U.WORK. SAW WOOD SEWS • MOOS, BOSTIC (a NEW MONO ILES AND GM SOFFIT/CERN.. NEED. ITO ACOOMAGOONTE NEW BEAM DECORATE& TACO BELL SCNFIT FRISH SURFACE OF WALL PAT. CONCRETE BELOw FLOOR (0) INSTALL NEW .L10 SURFACE COUNTERTOPS Ila INSTALL CHAIR PAR PROFILE WM AT TOP OF TILE WHERE POSTS. PAILS. APO WALLS ARE REMOVED CROWN MOULD (RAL HT) (0) NWT EWING SPENCERS MISS (NV SAVIN RN. A CD FASTING MEWL. TORE PARTED 2.-6. MOOING Will EGGSHELL EVER. PAR..° USW ROLFES. SEE °EVA (A-2 01 RN. (la RELOCATED DIFFUSER...11ST SUPPLY UNE TO MO NEW NEW FORAM. PLACEMENT AND SPRONG Ci> INST....PEPSI SIONABOW FOUNTAIN MACHINE NEW WALL PACK DOWN UORT MOVE DOM ...-..-....-N-....--Aw•-......../ (€3, C22 CD LON DOORS TO BE INSTALLED lap TACO BELL CONCRE1£ ORN.ORER ARMOR, FULL WALL Mli.. 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MBRE vBNOCOHOTTO QURMNTSWPEED RFNO.R NIANSTNANLYLAFTLLIONMI IDNDEOANE RTLUD MT OEW NLEEC TUEATDTNSETwG BC EwSEMNTiAITEHNRRODCCuYAAS D 2 SALEsFOR AW.vTOHLITSA.GO.RLAEVE PONSLENT 7 wATTS/ 120 VOLT. 1.CC'M11.1.oH..I..V0... PSREREEPEEE. Sf.OS P1..0E,..E.....1 E..... c, ..•...Wc.O.O. .SGRE...E...S.O MPSRRETNOARSNVG DGO'NAEEURNNNA.L.ND.Y YMO S SRLOCATEDDEVICESTOSEROUTED INFLXB .”, SM.EI.AOR IE. 1W...00.11.. ONG.. . O InereS ALNSIPARGwELKRHI HA r. METAL CONON. , SNES 14.00v IEGI coDLnrEN N. A 41, ISSSAIROSTS SCOO PENN.'. WHITF CORO ATM EI.C. WORN SOCKET • PART 0E03 MEE S00.21LFG DECOR Sa-EDULE, Q.....gy.. owe mmmmem ... c Eq.,. 0.0 SC. FOT 405S0O N OCIE.0 IS RESPONSIBLE FOR FELD VERIFYING r•S 1 SUES FLOOR .... ME. GEES PEONO VEX BRUSSIMJECIEL PEE MEOW ESE SOOlOTwe.. SWEIS f 1.20 sOLTS . 1,...... GEND.R. coon AL. WOE . •Es LA TR.. MEER ........amen WEE. S 03.1.4. ..........,..c......cc,c,„., HOT TO STANDARD BALLAST THE 0ISTING ELECTRICAL CAPACITY AND CONFIRM. THAT THE RAMER OF SPAR. AT AFRO. NrELIPAOED LED TRAc. LIGHT wHITE FINISH.O. W.W.I. oN*.........A. WES PSC is . r........, W' --- — D CONTRACTOR SHALL REM VERIFY CHI NG TYPE THE PANELS GADEOUATE FOR THE AND PRONDE Me. WONTING i AVIDWARE ADDRIONVELOCATION OF THE SERXES SHOWN. 1.-1 ,, SALES GLOM JUNO R.L.110NON WU. 13 NORM rosniCx 0 eFFIA VOLTS Lamm c,,,,,,,,,,„, cace cmcsoceNGGR ..........., WEE. GC TO NOTIFY NEC PM IF EITHER SERVICE OR T.2 , „„o .0...,,,.., cc..,...,.,,,,,,,,,,,, COLN NrEGRADED LED wALL WASHOI TRACK DONT MOWN a,..74Trai . TA R.N.. ....,....r. L„.,,,,,,,„„.,, A AN....,.........., ,.... ,,.... ..... ................,,,, ....... p ........., ....... ,...,,,.., m.m mon mmr.P. ,o • • • ow ......T.,...../..o. E.EM. °mamma nu. i La R.N., E ELECTRICAL CONTRACT. S.-GC VER., RAMER OF SPARES LS FOUND TO NOTRE°. THE AMARAL. CIRCUTIS IN ELECTRICAL AANELS ALO NECESSARY REOUREMENTS REUSE DUSTING CIRCUITS AS AV. AM E SE° . SALO F.0% z MOLE CIRCUIT LW van. TR...WE FN. .......... Nounonompro SEES KM OW EWES 0 PC SHALL PROVIDE J-BOX FOR SIG.!. BY SIGN ., 7 O . C.. pG ...Oa.mt, MGWN. ,,,,. FCONECT WWI. CRCUTS TO LNSTNG VEtOOR FINAL CONNECTON TO BRDING UGHTINO CONTROL PANEL COORDINATE POWER BY EC ' SA.S ROC.% 005400. BR LED FOGERT FUT PAW MOM „ „„,,.. COTEETIE ao. .apR GEE ..,1 YE OROS. ........... CONIROL SEOUENCE MCRAE Or GAY FECES,. TEOFFER 0001 .. EOM. PEE. Erg pp. M EPS stEEEORROs MEI MERV ISE..n. SP.011....s ,,,,,.....o.. ESSE. Op. KAMM 0,10...Y COLE. 1,.:E ol mso es.7 EOSSOLLETON vrrmcm SC.NEDULING WITH FRANCHS0 P EC. SHAU.PROVIDE J420% FOR NEW EXTERIOR UGT WIE FAL COINECTM TO BULDS. G. °STROMAD211.11NOTOBE POWEGEEC RELAWED RANH LEDI O. EC. SIINJ.COORDINVE M. RONING OF AU CE EC TEE etakno6IDIal 3 MIMI SEIECOR I. CS APE 'GE.001024SOMME. OONVIEUSEE co......., •Et 1.1 REFER 20.20 FOR ADORIONAL MERL:RU.1R NEW AND RELOCATED GROUTS E.:WEARY NOT SHOWN C. PIM EGSTINO CONDITIONS ALL WORNAND NANO O I es OOS VW INIESEVIECEILS .-' SM. oso PER NFC INSTALUMON REQUIREMENTS.. , op", ow, OE. Too msosomo.,.. MS 0101.rt...0 ..go,,,,,, ,,,L.L ..,,,A,L, AL rU'AL 5404015 145 EV SuELP .613.0. i...... 0*.2 Pm. RANA D. NOP I ALL FEW LIGHTING TO BE COORRNATED WrIN WORN TO BE CONCERED SURFACE MOUNT OUST. MECHANICAL GRILLES RACEWAYS ARE NOT PERMITTED J. EGSTRO ELECTINCAL MCI. LOCATIONS . NEW R WIER. DOOR CLOSFASSHALLBE ADJUSTED mpg.. OCCURS Sli. BE VERIFIED °TEC EC. SHALL TO HAVE A MAXIMUM 5 OS OPENING FORCE COORDINATE . VELSEY PAN ELECTRICAL WTI L.... 'Roue. SuPPUERS KFC 0 > 0 al uj \I it GPD GROUP Prohssiona/ Comm.-at:ion ,'20 South Elm St Sun. 2531 A... 4011 J.572 2100 330572 2101 °RAYON° SUBLIERIALS REVISION Ms& A PROLKT K.SOSERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAN 2016 PCORVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKVALA. WA 96166 009/10090 E720401 .0... 2017392.08 SHEET 11111 REFLECTED CEILING PLAN & FLOOR FINISH PLAN —A-i.o City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION November 11, 2018 Jessica Hunter 3246 E Madison St Seattle, WA 98112 Subject: Design Review — Administrative, 15036 Tukwila International Blvd L18-0090 PL18-0076 Dear Jessica Hunter, Your application for Administrative Design Review is considered complete on November 13, 2018 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. At this time your application has been routed to different departments for review. After their technical review, I will contact you if any revisions are required. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions. Sincerely, 4\1\A/A\ Meredith Sampson Assistant Planner )6,, Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0400 City of Tukwila Department of Community Development File Number L18-0090 PL18-0076 LAND USE PERMIT ROUTING FORM TO: []Building []Planning ❑Public Works Fire Dept. E Police Dept. ❑ Parks/Rec Project: Upgrade of KFC/Tacobell Address: 15036 Tukwila International Blvd Date transmitted: Staff coordinator: Response 11 /22/18 requested by: Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: r / Comments /j /em. Update date: l % .I r G{' I (� ,�i prepared by: /7+V " 0400 TO: []Building City of Tukwila Department of Community Development File Number L18-0090 1k?1,1 PL1 8-0076 LAND USE PERMIT ROUTING FORM Planning []Public Works []Fire Dept. nPolice Dept. ❑ Parks/Rec Project: Upgrade of KFC/Tacobell Address: 15036 Tukwila International Blvd Date 11 /8/18 transmitted: Response requested by: 11 /22/18 Staff coordinator: MUD S Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) (R i) c c.1) ay(1/,_5 HA s PeJ! 649 Copprit` Ni3 Plan check date: Comments prepared by: Update date: 0400 City of Tukwila Department of Community Development File Number L18-0090 PL1 8-0076 LAND USE PERMIT ROUTING FORM TO: []Building []Planning []Public Works []Fire Dept. n Police Dept. ❑ Parks/Rec Project: Upgrade of KFC/Tacobell Address: 15036 Tukwila International Blvd Date 11 /8/18 transmitted: Response requested by: 11 /22/18 ctaff�e, ` coordinator: i,a►� SCUI141-11)11>"--- Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: ICommentUpdate/� ?—/" prepared b City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION October 9, 2018 Jessica Hunter 3246 E Madison St. Seattle, WA 98112 RE: Design Review -- Administrative L18-0090 PL 18-0076 Dear Jessica Hunter Your application for Design Review located at 15036 Tukwila International Blvd. has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: a. One set of all plans reduced to 8 '/2" x 11" or 11" x 17 b. A written discussion of project consistency with decision criteria. Upon receipt of these items, the City will re -review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to the Permit Application Types and Procedures Section of the Municipal Code. (TMC 18.104.070(E).) If you have any questions with this matter you may call me at (206) 431-3661 or email me at Meredith.Sampson@TukwilaWA.gov. Sincerely, Meredith Sampson Assistant Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON 8s COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 15036 Tukwila International Blvd. 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 Tukwila (city), WA (state), on , 20 18 ( (Print Name j 4 v.2 ✓� f , (Address) (Phone Number) (Si ature) On this day personally appeared before me r(. V\ L. fl � �( to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. ��'' SUBSCRIBED AND SWORN TO BEFORE ME ON TUTS ''l= DAY OF` .e,mher , 20 1 N TARY P XIC in and o the State of Washington 4 RHONDA HARGRAVES residing at 'FPI L1\JA Notary Public State of Washington My Appointment Expires Jun 20, 2022 My Commission expires on 6. 20' x);-,2— RECEIVED SEP 212018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone: (206) 431-3670 DESIGN REVIEW - INFORMATION City of Tukwila design review combines specific standards, design criteria and illustrative design guidelines to require that all developments reflect a high level of design quality. Tukwila has two design review processes; one for projects that require a public hearing before the Board of Architectural Review, and one for smaller projects that are approved administratively by the DCD Director. This application packet is for Administrative Design Review. REQUIREMENTS: Administrative approval is required for the following types of development: A. New Development or Redevelopment beyond the Existing Exterior Walls 1. Multi -family or hotel/motel building additions up to 1,500 s.f. 2. All commercial and industrial development in various zones, when up to a certain size as follows: • MUO, 0 and RCM zoned buildings between 1,500 and 5,000 s.f. • In the Tukwila International Boulevard corridor RC zoned structures up to 1,500 s.f., outside of the TIB corridor RC zoned structures between 1,500 and 5,000 s.f. • In TUC -RC, TUC-TOD, TUC-P, TUC -CC and TUC-WP districts: new non-residential structures between 1,500 and 25,000 s.f.; new residential or mixed use building up to 50 dwelling units; and exterior expansions between 1500 and 25,000 s.f. in size. • NCC and RCC zoned developments up to 1.500 s.f. • C/LI and TVS zoned buildings between 1,500 and 10,000 s.f. 3. All development in LI, HI, MIC/L, MIC/H and TVS located within 300' of a residential zone. 4. All development in LI, HI, MIC/L, MIC/H and TVS located within 200 feet of the Green River. 5. All non Exempt development within the Tukwila South Overlay (TSO) District. B. Exterior Repair, Reconstruction, Cosmetic Alterations or Improvements 1. Any exterior repairs, alterations or improvements, if the cost of that work is between 10 and 25% of the building's assessed value: • in the MUO, 0, RCC, NCC, RC, RCM, and C/LI districts, for sites with more than 10,000 g.s.f. of building area and • all sites in the Tukwila International Boulevard corridor zoned NCC, MUO or RC. 2. In TUC -RC, TUC-TOD, TUC-P, and TUC -CC districts: Any exterior repair, reconstruction, or improvements when the cost of that work exceeds 10% of the building's assessed value. 3. In TUC-WP district: Any exterior repair, reconstruction, or improvements to buildings over 10,000 square feet when the cost of that work exceeds 10% of the building's assessed value 4. Developments with a previous approved design (within last 10 years) may make minor changes with Department approval. All other changes require new design review. C. Proposed Development Standard Waivers The DCD Director may reduce landscape and building setbacks for Projects in the Tukwila International Boulevard corridor in the MUO, NCC, and RC zones. D. Minor Modification to an approved Board of Architectural Review decision PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Staff will meet with you as needed to help achieve project goals, and formulate a recommendation to the Director. Once all design issues have been resolved we will issue a Notice of Decision. This approval will expire unless construction begins within three years of the decision. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". 4. Application Fee: See Land Use Fee Schedule online. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 6. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review: Payment of notice board fee (see Land Use Fee Schedule) to Fast Signs Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). Mailed notice is not required. PROJECT DESCRIPTION AND ANALYSIS: 8. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). 9. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. 10. A written discussion of project consistency with decision criteria. (See Application) 11. 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 Area Special Study Guidelines for additional information. RECEIVED SEP 212018 Community Development Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning SITE PLAN: 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". (b) Existing and proposed building footprints. (c) Dash in required setback distances from all parcel lot lines. (d) Fire access lanes and turn-arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50%). (k) Show all existing and proposed easements. (I) Vicinity Map with site location does not have to be to scale. LANDSCAPE PLAN: 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards (TMC 18.52; or if located in the TUC districts see TMC 18.28) provide a landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN (If the project will affect any sensitive areas): 14 (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 size 24" x 36". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. RECEIVED SEP 212018 Community Development Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning CIVIL PLANS (If utility or site work is proposed): 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". (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. (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT CENTER. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: 16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Maximum size 24" x 36". 17. Color and materials board accurately representing the proposed project. 18. A rendering or photo montage showing the project in context is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 19. Luminaire plan including location and type of street and site lighting if any changes to the existing fixtures are proposed. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. 20. All existing and proposed signage with sign designs and locations. REG EN ED SEP 212018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone. (206) 431-3670 DESIGN REVIEW - APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR Planner: File Number: Li (-DO93 Application Complete Date: Project File Number: pi_if -6f0 7 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: BRIEF DESCRIPTION OF PROJECT OpyfQh crt �l'{' / I &c o 0 e ( t LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersecti n. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 06Y106os25 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 3--e66 (a_ u1h4e-{ Address: i9 (112 C/ r % - r l(f son ✓v 'I ,c) t �� WI a 1 Phone: 5L/ / 2 '0 " I l , In FAX: E-mail: rib 1 #.100.(0sV% Signature: Date: 9 RECEIVED SEP 212018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 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 (city), (state), on , 20 (Print Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF , 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on SITE WORK KEY NOTES 0 EXISTING REMOTE DUMPSTER ENCLOSURE TO REMAIN O EXISTING WFIEELSTOP co EXISTING A.DA. SIGNAGE © EXISTING CONCRETE SIDEWALK PROTECTED THROUGHOUT CONSTRUCTION CD EXISTING PARKING LOT DIRECTIONAL SIGNAGE © EXISTING CONCRETE PAVEMENT TO BE PROTECTED DURING CONSTRUCTION 7O EXISTING CURB TO BE PROTECTED THROUGHOUT CONSTRUCTION © EXISTING BUILDING TO BE PROTECTED THROUGHOUT CONSTRUCTION O9 EXISTING ASPHALT PAVEMENT TO RE PROTECTED THHOUG-TO0T CONSTRUCTION 70 EXISTING JWDSCAPNG TO REMAIN 11 BtlSTINS-BUGKEi'BIGN CD 9II94*N4YiERN'91GN 13 EXISTING SPEAKER POST 14 EXISTING PREVIEW BOARD 15 EXISTING MENU BOARD 8 eesiiti&a:6~e(--em !.GTE 41 :INISH SCHEDULE ON SHEET A-1.0 AND A-2 CD EXISTING RAILING TO BE PANTED SF-3 SITE PLAN TRUE NORTH KEY PLAN INTERIOR RENOVATION: DINING AREA / RESTROOM 1.500 Square Feel NOT IN SCOPE: — KITCHEN / BOH 1 812 Squat,. Feet VICINITY MAP PROJECT SUMMARY PROJECT NAME'. PFKULGT ALE4' 35 LEGAL JURLSDICIT]N BULDNG CODE' BUILDING FOOTPRINT AREA RENOVATION AREA: SEATING. TYPE OF CONSTRUCTION. OCUIPM4CY: KFC - TACO BELL. 15036 TUKWILA NTERI.SEIONAL BLVD , n .e Pe,i)han TUKWILA, WA98103 SO, 3t 5 1 Sat" St ; 1 711- St KJ Metr0PCS . A0150(7ed Dealer 5,+. z Taruiuno• 0 Vv Ke/Bank a 418894Tuk414 Mt ea111orr18aWelrMa TRUE NOH4H KTC- TACO TELL 15006 TUKWILA IN I-ERNA-ONAL BLVD. TUKWILA. WA 98188 TUKWILA 20151BC WITH WASHINGTON AMENDMENTS 3.312 SF 1.500 SF EXISTING. 67. PROPOSED: 62 NOT TO EXCEED EXISTING 5E1 (UNBPRINKLERED) A2-A5NRI Y PROJECT DES (]6'I UN' THIS PROJECT CONSISTS OF AN INTERIOR RENOVATION OF THE DINING AREA FOR AN EXISTING KFC - TACO BELL RESTAURANT THE KITCHEN AND DRIVE THROUGH AREAS WILL REMAIN IN OPERATION DURING THE REMODELING PROCESS EXTERIOR IMAGE UPGRADE WILL CONSIST OF NEW EXTERIOR I3RANDING & SIGNAGE ELEMENTS AND NEW PANT FINISHES PER NEW PROTOTYPE SCOPE OF WORK Scope Type New Ceiling and Lighting New Restroom Refresh Dining Room Floor Tile Incentwe YES YES YES NO KFC/Taco Bell S6000 K50 PROJECT GENERAL NOTES A. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED B. CO NOT SEALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND KFC CM PRIOR TO STARTING W(96S PROJECT DIRECTORY CORPORATE 100 Contact. weI Na8n 502-874.6229 ARCHITECT i.k:.r"„ 3,IV 54311 ,Pa'3uon Conacl. aVorr Clnewc1 614.26e 686.3 DRAWING INDEX GENERAL IIaL INFORMATION DEMOLITION A.i21 Q } 00R PLAN. CEUNG PLAN 8 EXTERIOR ELEVATIONS ARCHITECTURAL >- I ,. HEFLE31 ED CEILING PLAN & FLOOR FINISH PLAN A-1. 1 INTERIOR ELEVATIONS / FDDI IRE 8 GRAPHICS PLAN A-2 0 EXTERIOR ELEVATIONS A3 0 DETAILS FOR REFERENCE ONLY KFC RECEIVED SEP ' 1 2018 UOVe 0p 814 evecPr^em GPD GROUP Professional Corporation 520 South Main Si. Suite 2531 Akron. OH 44311 330 572.2100 330. 572.2101 DRAWING SUBMITTALS week aka" neurIWSt iw sn R. Or REVISION: Mark Date By PROECTTIRE 9(-50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAN. 2016 INCENTIVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 COMMISSION NO E720401 GPO JOB NO. 2017392.08 SHEET TITLE GENERAL INFORMATION G-1.0 o r� 1 1 .N——I—�! -/ , • I 1 ii\ Q7 r—ter— Tir—ter I I t_L_ I Ir -I 3�•\ '- —,i'5—�-� _gte , II _J_ IL—Jl I� \L—--1--�-� 1 a Y* 1' 4 I I I� V u�' 1_ O 0 O L1—I_Z� \ J I I I J_I l'�I— __ S�_I II III I I `1 L—J I L—J I 1 L—J—I �1 L-J—I T-I—----1—ir-t I' 1 -- �—I—�- i I- -1- - t- �- r- � — i- T ---I 7 `a'r�� I — T � T I 1:--- T 1 ii II u--1-- --G— I L' I _ 14_I—L _ L_L-1- LJ1 i +- 1 1—L 1 ��I I�'L,I—I I I I<s,l1 1 1® ®LJ 10 ®�'- i _ — 1L- _ J aB I i IL -� i 1 - r—_AK _i I . �I De 1 li __1_ 4®—� ®Isla2__+- II_, 14_I 1 1 I I 1 1L� L_— 7,�-L i -1 1_-1-`�7--i-1.5i--a-t —1—irt j T--r I 1 1 1 1 —I�as, --+-1--i— • L®--J L®-- J L®-- ^'-G....—J1 I 1 LEGEND EXISTING 10 REMAIN NO WORK IN THIS AREA DEMOLITION CEILING PLAN Scale: 3/16' = V-0" TRUE NORTH LII cc - 7111. -(11 TI IHI II • II IN I JL111 JL.0 JL 1u __UIL.JL JLi_I- JL_ IL l!1 EXISTING TO REMAIN E LSTING TO BE REMOVED NO WORK IN THIS AREA Tap) I. .Iq II \r, - mr -r -Tr- a -Tr >r ITS Ir 11°11 IN1 11-11 1111 11.11 l 11 • 11A1111 2ij L1 DEMOLITION FLOOR PLAN Scaler 3/16• = DEMOLITION CEILING PLAN KEY NOTES DEMOLITION FLOOR PLAN KEY NOTES Q1 REMOVE EXISTING CEILING GRID AND TILES - DINING, SERVICE COUNTER AREA D-3 EXISTING LIGHT FUTURES TO BE REMOVED AND CIRCUITS RETAINED FOR RE -USE O TDOSING TRACKUSED FOR NEW AND TRACKS TO 8E REMOVED (CIRCUITS NG) ® EXISTING UGHT SCONCES TO BE REMOVED (CIRCUITS TO BE REUSED FOR NEW LIGHTING) ® EXISTING EXTERIOR AWNINGS/CANOPIES TO LSE REMOVED - SEE DEMO ELEVATIONS a7 EXISTING SOFFITS TO BE REEIOVED. REFER TO CEILING PLAN FOR ANY NEW BULKHEAD LOCATIONS p.g EXISTING CEILING DIFFUSER ro BE RELOCATED AND REPLACED WITH NEW DIFFUSER, SEE At.0 ® IDOSTING CEIING MOUNTED SPEAKERS To BE CLEANED AND REPAINTED (UP BeErliNEPtwoaehwvaweeosevalmee-fe-K-Remekia EXI51ING CEILING DIFFUSER AND GRILLES TO BE REMOVED AND REPLACED WITH NEW IN SAME LOCATION UNLESS NOTED OTHERWISE EXIS TING WI•TI ROUTER TO REMAIN (fa EX'SIING CCTV9'CAMERASISMOKE DETECTORS TO BE RELOCATED BY OWNERS SUB AS NEEDED CO)NO WORK IN THIS AREA ®j EXISTING EMERGENCY UGHTING AND EMERGENCY EXIT SIGNAGE TO BE REMOVED P-1 REMOVE EXISTING MENUBOARD & SAVE FOR REUSE P-2 REMOVE ALL EXISTING FIXTURES BOOTHS, TABLETOPS & CHAIRS IN DINING ROOM - EXISTING TABLE STEEL POST TO REMAIN UNLESS NOTED OTHERWISE ® �TTI R RE BEVERAGE DISPENSER TO BE MOVED BY OWNERS PA REMOVE CHAIR RAIL, WAINSCOTING. AND' WALL COVERING ABOVE (11LE BASE TO REMAIN. UNLESS OTHERWISE NOTED) P-5 EXISTING SECURITY MONITOR SYSTEM TO REMAIN, PROTECT AS NECESSARY P-S REMOVE ALL INTERIOR WALL SIGNS. DECOR ELEMENTS. 8 ARTWORK AND DISPOSE OF IN A RESPONSIBLE MANNER. SAVE 'KFC FOUNDATION. ARTWORK FOR REUSE P-7 TEMPORARY VISOUEBN DUST PARTITION, COORDINATE EXACT LOCATION IN FIELD'WITH FRANCHISEE AND PROVIDE A TIGHT SEAL CD EXISTING TATTLE STEEL POST TO BE REMOVED P.9 EXISTING UNDER-CAILINTER SAFE TO REMAIN - PROTECT FROM DUST EXISTING POS, CASH DRAWER, CI AP DISPENSER AND ALL HARDWARE TO BE REMOVED, SAVED, AND SEALED IN A DUST FREE ENVIRONMENT REMOVE EXISTING FLOORING AND COVE RASE - PREP/LEVEL FLOOR FOR NEW TILE 1 REMOVE. EXISTING HALF HEIGHT WALL - PATCH FLOOR AS NEEDED ®1 REMOVE ALL QUEUING RAILS AND POSTS - PATCH FLOOR AS NEEDED ®1 REMOVE EXISTING WINDOW SILLS ®I EXISTING SERVICE COUNTER TO BE REMOVED KNEE WALL TO BE MODIFIED AS NEEDED) ®j GENERAL CONTRACTOR TO PUMP DOWN, REMOVE. AND SAL .,:.._ EXISTING ICE MACHINE FOR RE -USE (E3) REMOVE EXISTING RR FIXTURES AND ACCESSORIES -21 NO WORK IN THIS AREA ( EXISTING DOORS TO BE REMOVED ELEVATION KEY NOTES CDREMOVE STRIPED PYRPMIU ROOF, FRAMING. SKIRT AND EXISTING LIGHT FIXTURE - RETAIN CIRCUIT FOR RE -USE E2REMOVED FOR RE -USE RETAIN CABINET - DISCONNECT POWER & RETA C E-3 EXISTING EXTERIOR AWINGS/CANONES TO BE REMOVED E,pROAOVE EXISTING .KFC' AND TACO BELL LETTER SET - SON FACE AND CABINET CD REMOVE WALL SCONCE FIXTURES. CAP POWER AND PAINT COVER. CD SALVAGE ADDRESS FOR RE -USE CDCAREFULLY REMOVE EXISTING TACO BELL ARCH 6 CUPOLA ROOF. FRAMING 8 COLLAR AS TO NOT DAMAGE THE EXISI ING METAL COPING. ALSO REMOVE CUPOLA LIGHT FIXTURE AND RETAIN CIRCUITS FOR RE -USE oI 1 Ei Ea Ilk.. k.. GENERAL NOTES THE G.C. SHIM TAKE ALL NECESSARY PRECAUTIONS I.1 THE SAFETY OF THE PUBLIC AND/OR WORKMEN ON Pt .LOB ANC TC •'HLVENT ACCIDENTS OR INJURY TO ANY PERSON ON. ABOUT, OR ADJACENT TO THE PREMISES. THE G C. SHALL COMPLY WITH ALL AWES, ORDINANCES. CODES, RULES AND REGULATIONS RELATIVE TO :3A=ETY AND THE PREVENTION OF ACCIDENI S. 3 THESE DEMOLITION PLANS ARE TO BE USED IN CONJUNCI ION WITH THE ENTIRE SET OF WORKING DRAWINGS. DO NOT REMOVE OR DEMOUSH ANYTHING WITHOUT VERIFYING AND 00010INATING WIT - ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PRCLIECT C. GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOL - PERMIT FEES AND OBTAIN ALL APPLICABLE DEMOLITION PEEL.'. - _1 GENERAL CONTRACTOR SHAH REMOVE ALL DEBRIS & E0UIv5L-', -ALLY DURING THE DEMOLITION WORK ' ,EINERAL CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES AS OUTLINED IN THE DRAWINGS 0ENE11A CONTRACTOR SHALL IIE D VERIFY ALL LASTING SITE AND WILDING CONDITIONS PRIOR TO CONSTRLUCTION. G ABANDONED PIPES SHALL BE CAPPED IN A MANNER TO CONCEAL WITHIN WALL, CEILING OR FLOOR. H. DEMOXJTION MEANS AND METHODS ARE CONTRACTORS RESPONSIBILITY WIZ .16421 KFC GPD GROUP Professional Corporation 520 South Main SL, Sudo 25.11 Akron. OH 4A311 330 572.2100 330.5722101 DRAWING SUBMITTALS 068.41.1e4.1.1.....11 00A« 0210617 a T saAITN s PATE or -- REVISION. Mark DAM By PROJECT TITLE "K-50 SERIES 6000 TO AMERICAN SHOWMAN" TEMPLATE VERSION RELEASE 2.0 JAN. 2016 NLFNIWE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 86188 COMNISSION NO. E720401 0a( JOB 4I0 2017392.08 SHEET TITLE DEMOLITION: FLOOR PLAN, CEILING PLAN & EXTERIOR ELEVATIONS SHEET NO EXISTING DRIVE•THRU ELEVATION Scale: 1/8" = 1'-0" EXISTING FRONT ELEVATION Scale: 1/8" = 1'-0" EXISTING ENTRY ELEVATION Scale: 1,8" = 1'-0" I. A SINGLE RESTROOM TO BE AVAILABLE AND FUNCTIONING AT ALL TIMES FOR EMPLOYEES DURING RENOVATION LEGEND MEM EXISTING TO REMAIN NO WORK IN THIS AREA REFLECTED CEILING PLAN KEY NOTES CEILING PLAN Scale: 3/16- TRUE NORTH LEGEND EXJSTING TO REMAIN NO WORK IN THIS N:CA T-1 Et& FLOOR FINISH PLAN realm 3/16' = 1'-0" TRUE NORTH FINISH PLAN KEY NOTES 12REINSTALL EXIST MENU BOARD 4 NEW STAINLESS STEEL CAP AT UNDERSIDE OF COSTING BULKHEAD C9 WIRING OF UGHTS IN CANOPY BY VENDOR. E.C. SHALL VERITY CAPACITY ON EXISTING CIRCUITS FOR LIGHTS AND MAKE FINAL CONNECTION TO EXISTING LIGHTING CIRCUIT THIS AREA C-4 NEW RECESSED LIGHTING - CENTERED ABOVE TABLES • CONNECT TO EXISTING DINING ROOM LIGHT CIRCUITS. EC. SHALL VERIFY CAPACITY ON EXISTING CIRCUITS FOR UGHTS G5 EXISTING CEIUNG RECEPTACLES TO BE REPLACED WITH NEW C-6 NEW EXTERIOR AWNING / LOUVER, REFER TO EXTERIOR ELEVATIONS C CUSTOM MILLWORK, FAUX WOOD BEAMS - MODIFY EXISTING SOFFIT/CEILING AS NEEDED TO ACCOMMODATE NEW BEAM EXISTING BULKHEAD TO BE PLANTED (P-6, WEDDING VEIL) EGGSHELL FINISH C-8 NEW EMERGENCY UGHTING AND EXIT SIGNAGE (WHITE BACKGROUND) NEW BUCKET PENDANT LIGHT AND RING. ELECTRICAL CONTRACTOR TO VERIFY CAPACITY ON EXISTING CIRCUITS FOR UGHTS NEW TRACK LIGHTING - POSITION AT 31r FROM WALL U.N.O. ELECTRICAL CONTRACTOR TO VERIFY CAPACITY ON EXISTING CIRCUITS FOR LIGHTS ®1 NEW PENDANT UGHT, CENTERED ABOVE TABLE ELECTRICAL CONTRACTOR TO VERIFY CAPACITY ON EXISTING CIRCUITS FOR UGHTS ®j PAINT CEILING (PO. WEDDING VEIL) EGGSHELL FINISH INSTALL NEW HVAC DIFFUSERS AND GRILLES (WHITE) NEW CEIUNG TILES AND GRID PAINT EXISTING SPEAKERS WHITE (PS) SATIN FINISH RELOCATED DIFFUSERS. ADJUST SUPPLY LINE TO FEED NEW DIFFUSER INSTALL NEW PEPSI SIGN ABOVE FOUNTAIN MACHINE REINSTALL EXISTING WI-FI ROUTER IN SAME LOCATION REINSTALL EXISTING BUG UGHT AS NEEDED EXISTING CMG/CAMERAS/SMOKE DETECTORS TO BE RELOCATED BY OWNER'S SUB AS NEEDED RE 6N41ERHENBOR RELOCATE COSTING T-BRAT AS NEEDED NO WORK THIS AREA REPLACE EXISTING LIGHT FIXTURE WITH NEW LLD UGHT FIXTURE IN RESTROOMS AND BEHIND SERVICE COUNTER NEW DECORATIVE TACO BELL SOFFIT CD POST MAX OCCUPANT LOAD ON WALL ADJACENT TO MAIN ENTRY F2 SKIM COAT EXISTING WALLS (TO LEVEL 3) WHERE WALL COVERING HAS BEEN REMOVED.PRIME AND PANT WALLS AND PAINT F3 EXISTING KNEE WALL - MODIRY/RESUILD AS NEEDED TO ACCOMMODATE COUNTERTOP AT 33' A.F.F. COVER WITH NEW DECORATIVE PANELS - SERVICE COUNTER 11 FOUNT AN UNIT COUNTER F-4 NEW SURFACE MOUNTED STAINLESS STEEL CORNER GUARDS PROVIDE AND INSTALL GUARD 1NCA 3/4' X 3/4. WIDE TO EXPOSED SURFACES WITH SILICONE ADHESIVE f-5 INSTALL NEW FLOOR TILE AND RUBBER BASE THROUGH OUT. INSTALL CEMENT BOARD SUBSTRATE AT WALL BASE TO ALIGN WITH FINISH SURFACE OF WALL. PATCH CONCRETE BELOW FLOOR WHERE POSTS. RAILS AND WALLS ARE REMOVED WALL PANCLO F-7 NEW PREF1NISHED FLOOR TO CEILING DECORATIVE WALL TRIM PANELS ON BLOCKING OVER EXISTING WALL SURFACE. INSTALL PANELS 1/2' BELOW CEIUNG FOR VENTILATION PURPOSES FA F-9 NEW FRP PANELS OVER EXISTING WALLA BULKHEAD TILE CO NEW VENDOR PROVIDED FLOOR TO CEILING 'QUOTE WALL' - REFER TO INTERIOR ELEVATIONS -11 NEW WHITE CORNN WINDOW S91 (SS-21 ®1 INSTALL RT RUBBER WALL BASE OVER NEW WALL PANELS INSTALL NEW SOLO SURFACE COUNTER-OPS -14 3BHEBBIE fl NO WORK THIS AREA LIGHTING SCHEDULE FINISH SCHEDULE INTERIOR FIXTURES No LOGI, • INSTALL NEW WAINSCOTING AND CHIN RAIL PREFINISHED ALUMINUM CORNER GUARDS TO MATCH NEW WALL WISH INS IALL CEMENT BOARD SUBSTRATE AT WALL BASE TO ALIGN WI EXISTING DRYWALL SURFACE INSTALL NEW RESTROOM FIXTURES AND ACCESSORIES PREP & LEVEL FLOORING FOR NEW TILE INSTALL NEW ADA COMPU NT THRESHOLDS cry ENTRY DOORS INSTALL FRP PANELS OVER EXISTING WALL TILE IOWBR FULL HT) INSTALL CHAIR RAIL PROFILE TRIM AT TOP OF TILE t3/4 (1i-BRAS CROWN MOULD (FULL HT) NEW DOORS TO BE INSTALLED TACO BELL CONCRETE : EXPLORER ARTWORK - FULL WALL MURAL TACO BELL HOT sat Ir`F POP ART NEW KNEEWALL TO K:COAMAODATE COUNTERTOP AT 33' AF F ILL IUU0IUN MFG I(.NTACI MODEL 4AXK4M :AA .0N MRGTATALOGNUKMER DESCRIPTION WATTS/ VOLTS SALES FLOOR ELITE. B61CAT-W (HOUSING) TCP 70874 1F0141111939050 5 IC AIR SHUT RECESSED CAN WITH MED4M EASE SOCKET AND HANGER BARS. POSTE 6' 3000I(95 CRITRIM WITH QUICK CONNECT PLUG '.4 WATTS 120 VOLTS FV 8480 PIP.: KURT MCCLEaNO TNG56614/ NamoiNmN2. 0 MOB Rva4un IME[I1PlYhL.00 MAY. LAM ISM YAT4 - Nt2H5R VA LS SEE GLOSS (V301.000R OFN.. / EEALLNEW SUED.. NTT WN:7MNHOC. REM START I NGER /PLOY GI CO.E SEE CR ANTE MMBV46 COMOPOON GENES. ITC COLOR CNC SEGE. wales. FERN WLT.AWL SEEGKPn1NNTTS EN VI. .:VIP. aN:N.. Fra^aKr 4N0 FRCHMOV OUS/5 GENERAL NOTES - LIGHTING / ELECTRICAL SALES FLoCH CONTECH LVR31HS35WATT (HOUSING) COWED+ CTP301-WHT-P 3 LOW VOLTAGE OOWIUGHT WITH win ADJUSTABLE BAFFLE TRIM WITH 15 DEGREE ADJUSTMENT 7 WATTS! 120 VOLTS SALES FLOOR BALL S FLOOR SALES FLOOR i::ARD LIGE SALES FLOOR TECH 700Tk;OCOPAGOGR-B / 700TDM4D-3T-B MNKA 220684 .U1ND- IIEI000HCNWH CONIETE CR1Bi7g0OP 2RVOK SDCO PENDANT R WHILE CORD MTH BLACK MODERN SOCKET - PARi OF IS- 1 (SEE SCHD-2 KFC DECOR SCHEDULE) GLASS PENDANT WITH BRUSHED MCKEL FINISH MEDIUM SASE SOCKET VERTICAL INTEONADED LED TRACK UGHT WHITE FINISH 30001( MOM 23 DEGREE NARROW BEAM max« rNNT 8.4.104 NOC E Nor .42 P 1mOPY.SA111N NONE.W .am oman3Ma.N2 arrrouNc.A AURA alENOR PANT EXOTIC RED EON 10 LoWL. STIR 140•i NEE GL NEW 1LES0M1ES WRIT 55 W,M1.0XWE N11:91 RHMT PIER 4.023C0 VERTICAL INTEGAADED LED WALL WASHER TRACK LIGHT 3000K HI CRI SINGLE CIRCUIT LIE VOLTAGE TACK WRITE FMSH INTER. EEG.. PAW MOORE Kwr4Ncae�N+D P N006164147 C')aU>XM1n0P PREu;MYIIO EPDXY NE00/.5E1.2138 EGGSHELL NEM • MEESE W.L:: SESISUXE Nan; .(1Rm Aro FRO ES PNAE ALL NEW 5.Lm STRATES T4 FEN.. MO(YE FTEGI BUNT N.M91NEG. 8-2 SEIMCE COUNTER .IRNaR41E ONICER W4/5- LS. FED W. s.a P. wM aH.rtn we STA CMS) ss.arn xmsvnrvvapeveN.7oN Lu�vAURITc 7.1.1....E NEON. 82 CHARMS. DI41ICNRN 3 WATTS/ 120 RE VOLTS 10 WATTS/ 120 VOLTS 35 WATTS; 120 VOLTS SALES FLOOR SALES FLOOR RECESSED TROFFER 4TRSC MOBERN: MFPEt24LEIY(OOMVWH35 SINGLE CIRCUIT U1EVOLTAGETRACK WRITE FINISH 2X4 LED E GWT RAT PANEL 3608( 4 WATTS VOLTS WENCH PAR. FLOOR ME SIBUSSIN WORE CEATM 94raULS C-PRWTXM KMG MEatu/WG 11100615614r 1.26a026Nu tEr isrtn.a W NUL...nra/FmIW OE RFC TU. XYI H OSLATS 1EA4 0.RGCE07 Aral F.vP Qn.7X acwocs eArmle WmmP Olen 947R. SHOWN0017 0NLUFe COLON HACK FOI 'DOE SW 4 022 carol SA7NE 3027.1 5E9E1 KFC SON. GMT: EKE. GOLD MEE SGNP. woe GROW ANT. sir,01XKGI 1 eAl TERN WEAN POEM REFERENCEHMO. 1/404.12 74000 Toro Ea . EXPLORER 0Nl2NU.7M .ASCOT MN E.G. C Ls*al zto-7We 7.0 .a r u.:um PRONGED . P6 WEDDING NEE Pt*. 11.9823 NUN ENTICE C . WALL RE N.G. C9M117 ML ONE RDUM SEG 94557E OW EWERS P. 12Z634.6.21 7406.c-NW144.cam FRP PN ELS /APNOEA OMIT. Kra. MT TEE RIAREO BOND PROEM SEN1160 18.01. 1 AVID WRNS 78 GEHT. SF41 WALL PINGS loaRE OW EGBERS Cf43A10-714 H4P'�A.ics 'MITE MATTE VI ET.;.•N4. 1W S1IRWAY TLE NJr4FG SRO PATMIN /ESTROUS. COVER EXST.3 ILE 1 OP FULL T i.2 FLOOR M.E CREAM. MATERVLS (XXFY]IMTON MRCS GEC (2.807 CMG SAARI.1IEY NNW GOMM 12 X 17 GROUT 50401 JR.500. 2 AI IBA-SIP.ARID REATNE MOEN. RXr1xATION NOEL .OUT CiEAII'.R M IE14N5 ComfoRmoR 04C NFU TEAM NATO. ACCOUNTS TEAM 0.0)207-AR7W.a 48.12721) NPR GEE THE ULT./COLOR PLUS CO OR MCI 0 REM.. USEMIN0220MXA. IKE. WILL�AN0 P.Ml:.A1Ew OS E VINO SHIPPED P.M... TH LIOR AND 9iPED .Wm FLOCK 76E 04.1.42. /JAMIE OM 9573 0Ee ETEa .4V1 C. ISiO PETS. MaE.N�m.1.4tNN wEFrav+at. PT WEOGNE .EA MENU 717.014 MOON SKI OEM WAN MI KW ralrx BOB ROSE OHO 7.G7 S48474 WREN CO P. Nr1.02 N.MmMORSE as TO. COLLECTION MNExLeNE z TNIC'c DINING PO. WE WE TYPE. u7tNCLXLOR NUS COLON EOA USWITN PEST.. TILE Au(AXFF NU SETT. 4*1024S AREA PWNJ MEIr PITRI.4500 SED AID SIPPED WON FLOOR ME IMEA NG ARINIACN0 WHOM. t7.7 P0rl'C14 1/4E4 C 751:10.1N6 '+12E.PI.n.RRIXTrowr N ES C0ERMNTE 22414'. EOGE:SRYJE 15004 E r OXN VINE HOC RERAN EIELE AND GRIMY DPROSER EGER FACOJCi5 NNc 3EPLY. EAGER NCH FYN146. COLOR WHIERA41C BOU)E EAGER LN34 FNERFOTE, LIKE MILE. ttA9nc A CONFIRM LIGHTING FIXTURE OUWTITIES WITH SUPPLIER B EMERGENCY AND STANDARD LIGHTING MARKED WITH NL' SUBSCRIPT SHY. OPERATE CONTINUOUSLY. PROVIDE UNEWITCHED HOT TO STANDARD AND EMERGENCY BALLASTS EMERGENCY LIGHTING NOT MARKED WITH 'NU SUBSCRIPT PROVIDE UNSWTTCHED CONSTANT HOT TO EMERGENCY BLLASTFF6$WITCHED HOT TO STANDARD F. 6C1 O CONTRACTOR SHALL FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING HARDWARE E ELECTRICAL CONTRACTOR SHALL VERIFY AVNLABLE CIRCUITS N ELECTRICAL PANELS AND REUSE EXISTING CIRCUITS AS AVNLABLE F C'ONPECI DX4HI NNG CIRCUITS TO EXISTING LIGHTING CONTROL PANEL COORDINATE CONTROL SEQUENCE AND TIME OF DA, SCHEDULING WITH FRANCHISEE G. EXISTING 2X4 AND 2%2 4041/NG TO BE RE-4NAPED (WITH LED) H. REFER TO A2.0 FOR ADDITIONAL EXTERIOR UGHTS NOT SHOWN ON PUN I ALL NEW SIGHTING TO BE COORDINATED WITH EXISTING MECHANICAL GRILLES K. PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL DEMO PENETRATIONS OF WALLS. CLANGS. AND FLOORS 00 NOT USE CAULK OR EXPANDING FOAM FOR SEALANT L ALL PARING TO BE PER NEC INSTALLATION REQUIREMENTS SIZED FOR 40% MAX FILL PER NEC M. RELOCATED DEVICES TO BE ROUTED IN FL FX)B F METAL COP1LJIT N G.C./E.C. LS RESPONSIBLE FOP FIELD VERIFYING THE EXISTING ELECTRICAL CAPACITY AND CONFIRMING THAT THE NL SIBER OF SPARES AT THE PANELS IS ADEQUATE FOR THE ADDITKJN/RELOCATON OF THE SERVICES SHOWN. G.C. TO NOTEY KFC PM IF EITHER SERVICE OR NUMBER OF SPARES 15 FOUND TO NOT MEET THE NECESSARY BECKGREMENTS O. E C. SHALL PROVIDE J-SOX FOR SIGNAGE BY SIGN VENDOR. ANAL CONNECTION TO BUILDING POWER BY EC P E C SHALL PROVIDE J-BOX FOR NEW EXTERIOR LIGHT F0(TIJRE. FINAL CONNECTION TO BOLDING POWER BYEC. O. E.C. SHALL COORDINATE EXACT ROUTING OF ALL NEW AND RELOCATED CIRCUITS REND VERIFY EXISTING CONDITIONS. AU_WORK AND WIRING PER NEC INSTALLATION REQUIREMENTS. ALI. WORK 10 BE CONCEALED. SURFACE MOUNT RACEWAYS ARE NOT PERMITTED • Ali KFC GPD GROUP Professional Corporation 520 South Man SI, Saute 2531 Aldan. OH 44311 330.5722100 330.5722101 DRAWING SUBMITTALS --TtIORkVaNE44,PenFW KPr .C11/11 RN nW Re - Naar wralamm. PERIN *VETN. MiE le_ N REVISION: Mark Deb By PROJECT TITLE 'K-50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAN. 2016 INCENTIVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 COMMISSION NO. E720401 GPO JOB NO 2017392.08 SHEET TITLE REFLECTED CEILING PLAN & FLOOR FINISH PLAN SHEET NO TBO J CIMINO ELECTRICAL PANEL LOCATIONS & NEW CIRCUITS SHALL BE VERIFIED BY E.C. E C SHALL. COORDINATE 8 VERIFY FINAL ELECTRICAL WITH UGHRNG/ SIGNAGE SUPPLIERS R. EXTERIOR DOOR CLOSERS SHALL BE ADJUSTED TO HAVE A MAXIMUM 5 LBS OPENING FORCE I P-4 1 C a TYY RYA. IP4� c ;rP .. _,_L� L==L---J IT J to } —-13 —-- --— O L to m OE> / i CID - j CD __ 1 TT 7 r —Ilt EEO P-4 1 I 8-2 I UTYP. A,,,, 1 < Ge 0 ` 10 \ —� t = — 1 _ I fi m )TYP SF-4 ..ra 1/4' • 1'a ELEVATION 05 Swam 1/4. LOP Scam: No" = 1'0' 1 CIO Im TACO BELL SOFFIT SECTION Scale: NTS EXSTING ROO(' TRUSS—` 1,111.14/ EMMA., 24 (�t%aSTIN( —Cr) TYP. SF,I 11 /41 SOFFIT FRAMING Q9 O.0 TO STRC ABOVE LETA cavpeen MVELFir T 10' 1 113 GYPSUM CEUNG 025:1ND WALL FINISH OVER FRAMING SERVICE COUNTER Scale: NTS TYP P6 0 m YP m ELEVATION 03 Scale: 1 - 1 0 RR ELEVATION 02 (TVP.i EXISTING TO REMAIN NO WORK IN THIS AREA II G1 Gi G12 G12 1 G99) FIXTURE & GRAPHICS PLAN Scale: 3,16' . V.O• INTERIOR ELEVATION KEY NOTES NOTE REFER TO FINISH SCHEDULL ON SHEET A-1 (1 O NEW SERVICE COUNTER (OVER EXISTING KNEE WALL) CD NEW CHAR RAIL PRE -PRIMED BY VENDOR. INSTALL WITH REVEAL TO CEIJNG CD NEW PENDANT UC411 FIXTURES - SEE CEILING PLAN O VENDOR PROVIDED FINNED ARTWORIC. USE PROVIDED TEMPLATE TO IISTALL O8 LOOSING MENIBCAAD Q7 INSTALL NEW WAINSCOT PRE -PANTED 0 SKY COAT EXISTING WALLS (TO LEVEL 31, PRIDE. AND PANT ABOVE CHAR RAIL O EXISTING BULKHEAD (FACE AND UNDERSIDE) TO BE PANTED P4 CD NEW FRP PANEL OVER EXISTING TILE CD NEW POS EQUIPMENT 12 EXISTING PEPSI DISPENSE / ICE MACHINE 13 STANLESS STEEL HEADER CAP ON EXISTING BULKHEAD CD NEW SUSPENDS) BUCKET GRAPHIC ELEMENT CD MEW SURFACE MOUNTED CORNEA GUARDS 16 NEW ORDER COUNTER FAUX BEAMS OVERHEAD CD NEW 6' WALL 8638 CD NEW DECOR/NINE TRW CIWR RAIL AT TOP OF RESTROOM FRP TILE WILL - FULL HEIGHT 79 NEW DECORATNE TACO BELL SOFFIT ® NEW FOCAL WALL CROWN MOULDING - LEAVE 1,/2' AR GAP BELOW UNDERSIDE OF CEILING AT FOCAL WALL FURR-0U KFC GRAPHIC SCHEDULE IMAGE COMPONENT SCHEDULE (CONTD) GRAPHICS TAG OT' ITEM DESCRIPTION GI 'KITCHEN' SIGN NNLWORIE KFC DECOR SCHEDULE FIXTURES & GRAPHICS KEY NOTES, INTERIOR SPECIALTIES TAG 0TY LN. FT ITEM DESCRIPTION TAG QTY RF.AI DESCRIPTION 62 CHALK BOARD - PRINTED 03 REAL MEALS GUARANTEE 64 SECRET PROCESS ART WA 25'-13 ORDER COUNTER/DRINK COUNTER COMPONENTS 5-1 BUCKET IS-2 RING CEILING ELEMENT 25'-1P FRONT COUNTER BEAMS- NEED BOTH QTY AND ULFT. EEOGR G5 PEPS I FILLING STATION SIGN 66 FOCAL WALL ART WS-2 8 WA CORAN WINDOW SILL TAG on. ITEM DESCRIPTION 03 TRASH UNIT - SINGLE G7. DINING ROOM ARTWORK -'SOUTHERN INSPIRED' M11B N/A ORDER COUNTER - TACO BELL SMALL BELL SIGWIOGO 04 TRASH UNIT - DOUBLE Ds. TABLE TOP -21-X24' G7b DINING ROOM ARTWORK - SANDERS FOR SENATOR' G7c DINING ROOM ARTWORK -'COLONEL 101 1.4213 ENTRY FOX -AI WALL WITH REAL MEALS QUOTE - OVER CHAR RAIL 05b 8 TABLE TOP - 24' X 42 G70 LINING ROOM ARTWORK - Tbt CHICKEN SALESMAN' M3 N/A 11'-2' For WALL PANELS - BACK RED WALL D5c 3 ABLE TOP - 24' X 421IC W! SYMBOL G8 'THANKS MESSAGE 11E7 TOP TRIM D8 FOCAL TABLE ID' RIND WITH CUSTOM BASE G9. 2 STORE HOURS - ENTRY DOOR Gab 2 STORE HOURS-DT WINDOW 010a REST HCOM SIGNS - LADIES 010b FESIROOM SIGNS - GENTS 011 COLONELS OFFICE SIGN 012 2 RESTROOM MIRROR MESSAGE 015a BOH ART - COMMUNICATION BOARD (VFAT 8 HOW( Gt5b BOH ART - FAMILY PRIDE BOARD 015c BOH ART - COLONEL PROUD BANNER 61541 Bpi ART - COLONEL TIE MIRROR 015e BOH ART - GREATEST CHICKEN (XX I ACd G151 B011 ART - SERVICE PROMISE SIGN (STANDARD 80.X47' AF. SMALL 301241 •' COORDINATE EXACT GRAPHIC LOCATIONS AND HANGING INSTRUCTIONS WITH VENDOR SPECS D9 14 CLIP DOWN STEEL TABLE POST WITH FNI ITCHEON BASE AND MOUNTING PLATE HC 010 6 FREE STANDING OFFSET TABLE POST CRAMS TAG 1 QTY. ITEM DESCRIPTION C1 47 I CAFE DINING CHAIRS C2 1 6 1 CAFE DINING CHAIRS - KFC FED SEAT TACO BELL COMPONENT SCHEDULE "EXPLORER" TACO BELL DECOR A� ITEM DESCRIPTION D-665 PINE PUNK SETTEE BOOTHS - 48' D-566 4 PINE PIANO SETTEE BOOTHS - 80 TACO ESL GEAPIECE TBG21 HOT SAUCE POP ART CD EXISTING P 0.S. EQUIPMENT - INCL EXIST OR NEW UNDER COUNTER CASH DRAWER BRACKET CD RE -INSTALL EXISTING ICE MACHINE 8 BEVERAGE DISPENSER - SEE SHEET D1.0 0 EXISTING SAFE O REPLACE EXIERIOWINTENIOH BRANDED PLASTIC DOOR PANEL WITH PREFINISH PANEL TO MATCH DOOR FRAME 0 EXISTING SECURITY MONITOR. RELOCATE AS NECESSARY FOR NEW Sr... COUNTER LAYOUT © CUSTOM MILLWORK PROVIDED IN VENDOR REINSTALL EXISTING ITC FOUNDATION' ARI00RI( 0 NEW CORE DRILLED TABLETOP POSTS - PAINT MATTE BLACK 0 GC TO REPLACE TOILETS WITH NEW NIA COMPLIANT TOILETS. AMERICAN STANDARD 'CHAMPION PRO' MODEL 3195A. 101/4225A. 104. INSTAL TO F ULL ADA ACCORDANCE 7 NEW ADA COMPLIANT LAVATORY, KOHLER K-2084, INSTAL TO FULL ADA ACCORDANCE I 1 GHAT BARS - HORIZONTAL TO BE MOUNTED (a 36' TO TOP Of GRAB BAR. BOTTOM OF 18' LONG VERTICAL BM TO BE MOUNTTIJ AT 30-41' GPD GROUP Professional Corporation 520 South Man St . Sidle 2531 Akron. OH 44311 330. 572.2100 330 572.2101 _ - ;SING SUBMITTALS L1r+v oe3a+rtnrrE,45.--£i 01441011 iA.rlti MAIN, POMO LET%Mee Rai tic REVISION: Mat Dam By FROJECTTITIE 'K-50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAN. 2016 INCENTIVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 COMMISSION NO E720401 2017392.08 GPD JOB NO. SHEETTITUE INTERIOR ELEVATIONSI FIXTURE & GRAPHICS PLAN IEEN:: A-1.1 LIME CONCRETE : EXPLORER ARTWORK - RILL WALL AURAL GENERAL NOTES FINISH SCHEDULE LOC.KNON MOGrL 20001.02 A. G.0 To PROVIDE VERIFICATION OF EXISTING STRUCTURAL ATTACHMENTS FOR NEW BUILDING ELEMENTS. IF REQUIRED PROVIDE ADDITIONAL BLOCKING PER VENDORS RECOMMENDATION B. ALL SIGNAOE. GRAPHICS. AND AWNINGS ARE SHOWN AS A DESIRED BEST CASE LAYOUT. A FINAL SIGNAGE SUBMITTAL SHALL BE DEVELOPED BY THE SIGNAGE VENDOR AND PERMITTED BY THE SIGN VENDOR UNDER A SEPARATE PERMIT FROM THE BUILDING PERMIT. 3 (DO 2 - REAR ELEVATION Scale: 1'4" = 51'-3' 21'-9 SBa fi P1 18 24'-0' 7 P2 4 - DRIVE-THRU ELEVATION Scale 1/4a = 14 r Etc) 3 - ENTRY ELEVATION Scale: 1 /4" = 1'-0" P3 3 1 - FRONT ELEVATION Scale: 1 /4" = 1'-0" WENCH22011 PAIN NNWI1 11001E lart:rc, M1 ASO r..0112p40.1e10 M4r0002 tlEe1,4W 000001 AURA EX, EWA PM, E2011C RED OMB 12 I2.21.1.INI01030/ P2 EAT.OR P'M 2.420/210 1.1002E NUN! 1.022.E1.02212 12202.3S 2,4/ E.NIEMINPANI WQgNO WIL2126 N LGW U52E21 HAM 00,00.101 MOORE 2020.022 ono -(5442.0.1620 mem Nen..w..,.<n.Wm aMETOEPANT 01.40 eNr222-N 21.30 1.4.201.222020130 fJ!734IA 11e110311 1EIAL MOM* �12023.4000. P10 316366:'42 C:(5VLe.000 6rnc0010036dr4vmmaTlBmn COOCTLDl PULTI£iei UCTIW 2126.7012£001HG VEIL 00022 22,200 CakMM,D,� T1D4 POLYESTER 10112200PE 10.30&ACM 100114021 N52N qMT MCOLFM llM P22 4147 COP10 1 POL.212141PF022E 2012.13EXUTICPEII 003201 FINISH NOTES PAINT WALL SURFACE BEHIND NEW AWNINGS O PAINT4' WIDE BORDER WINDOW SURROUND AS INDICATED © EXISTING PARAPET COPING TO BE REPAIRED. SEALED AND PAINTED © STENCIL PAINTED GRM'HIC ELEMENT O7 NEW EXTERIOR PAIN! I HEAIMENT EXISTING WINDOWS EXISTING BOLLARD CD NEW DODDER LIGHT FIXTURE CENTERED ON WINDOW AND/OR GRAPHIC. OTHERWISE AS NDICATED IN ELEVATION PATCH MIL' REPAIR ROOF MEMBRANE AT FIXTURE ATTACHMENT POINT. ELECTRICAL CONTRACTOR TO VERIFY CAPACITY ON EXISTING CIRCUITS FOR UL1415 CD REINSTALL ADDRESS NUMBERS AFTER PAINTING 12 NEW SIGNAGE ACCENT LIGHT FIXTURE. REFER TO LII,y; Ix,, 1111 SCHEDULE ELECTRICAL CONTRACTOR TO VERIFY CAPACITY ON EXISTING CIRCUITS FOR LIGHTS CD NEW PRE -FINISHED METAL LOWERED AWNINGS (AWNINGS ABOVE DOORS TO HAVE RAIN DP/EATERS) CD NEW DRNE-THRU CANOPY 15 NEW STAND OFF METAL PANEL SYSTEM W/ VINYL GRAPHICS CD, NEW KFC INDMDUAL LETTER FACES AND CABINET CANS. 17 NEW METAL PANEL SYSTEM ATTACHED TO AND HELD OFF EXISTIIv:: TOWER. TOP OF PANELT4G TO ALIGN WITH BOTTOM OF EXISTING TOWER COPING.. CD PAINT EXISTING EXTERIOR DOOR AND FRAME CD NEW EXTERIOR WALL LIGHT. M-3 ® EXISTING STOFEFRDNT CD NEW TACO BELLSGNAGE CD NEW TACO BELL EXTERIOR HARDY PLANK KFC IMAGE COMPONENTS SCHEDULE BIGNAG[ TAG 07Y. TIEM DESCRIPTION ELECTRIC Sib VINYL LOGO/GRAPHICS FOR TOWER PANEL- HALF HT. Sao KFC CHANNEL LETTERS - 241 WHITE S86 LAD WAY' PAINT TEMPLATE - 10-4 HORIZONTAL WILDING EXTERIOR ILUIINTS TAG QTY. TEEM DESCRIPTION B1b TOWER PANEL %NTH LOGO AND GRAPHICS - HALF HT. 135a 4 SHUTTERED AWNINGS - 6{1RIDE 850 SHUTTERED AWNINGS - 6-4' WIDE 80D RAIN SCREENS FOR SHUTTERED AWNINGS 6-4' TAOO BB L 1111481144440M11101111.9109111TS V-930 TACO BELL 38 X 48 LOGO BELL- FACE UT V-931 TAW BELL 38 X 3-4' LOGO BELL - FACE UT V•940 2 TACO BELL 14' CHANNEL LE IGi WHITE V-9XX 2 DINE THRU CANOPY TBSa 2 SHUTTERED AWNINGS - 6-0' - WIDE - BLACK (MATCH P3) SHUTTERED AWNINGS - 9-0' - WIDE - BLACK (MATCH P3) WEI TAW BELL PANEL - SEE EXTERIOR SCHEDULE IN SCRD-1 FOR DETAILS BLTiR11OR laTTIREi E-1 1B TOP OF WALL AMEN 1IX. WM1/30/9LK (UGHTI AMERLUX WAF,/BLOG MNTKILK30N (BRACKTT SNOU AFRO LID P1.2.300.212 aMIp, BUM HOW W1M 2219201.4 Le APN P RUIETBLN-.N PN:a1 24 WATTS 1 120 VOLTS E-'2 ABOVE • PR WIIE AME<U% 1-1.1A1N59W4.0 mom Axel. W1ft4tDG 211422020.220120100227 FuNvA. 100P1D WALeU • 20421,011.1 0.1STIA, a' AAA 6=Ac1,:2 BIKE FINISH 14012122r1TK WDe SKIT BEM 31 WAITS/ 120 VOLTS M-3 WALL SCONCE RAB WPLED204 E41EJ11222 RATED LID WPLL PAC$ aoelc SUM 2.8224 20WATTSI 120 VOLTS fill g i &, Al KFC GPD GROUP Professional Corporation 520 S01101 Man St. Suite 2531 Akron. 014 44311 330.572.2100 330.572.2101 DRAWING SUBMITTALS ---51/8SiTT NT7E LATTAT Pns 0.1E BY A211.22021a021221 REVISION' Mark Dale By PROJECT TITLE 'K-50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RELEASE 2.0 JAN. 2016 INCENTIVE SCOPE 15036 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 COMMISSION NO. E720401 GPO JOB NO 2017392.08 SHEET TITLE EXTERIOR ELEVATIONS SNEER NO A-2.0 v *A. PANEL 3/4' PRESSURE ITEATE() WOOD VAPOR BANRRe+wet DASHING FURRING STRIP A10.1212OW PAN HEAL/SCREW --� VENT STRIP DRIP CAP TRIM-----.-- YFr IHEADED ROD WITH WASHERS AND NUTS ON BOTH SIDES BY SIO NAGS VENDOR ANY HOLE PENETRATION LARGER THAN I/2 OW TO FOLLOW � DRA.WNG PATTERN ON S4.3, _ - CANOPY BY SIGNAGE T O 6TOREFRONt DHP FLASHING AT UNDERSIDE OF '-_-• CANOPY OW HEAD OF STOREFRONT BY G.0 TUBE PAINTED TO MATCH STOREFRONT STOREFRONT SYSTEM :,,UESWN VP WAFER HES01NE EF EARNER Alf MFJRANE OVER L7 PLYWOOD SHEATHING STRUCTURAL t.B SEE STRUCTURAL DRAMNOS MEMBRANE TO CONTINUE BEHIND CANOPY 2M ATOCIVNC AT CANOPY ANCHORAGE STEEL PLATE MACE BY MON - VENDOR . it ammo RMSNIFD CEIJNG AS A7 SCHEDULED ON ON A71 1/2 OW13 STOREFRONT HEAD AT DINING 3' . - PRESSURE TREATED W000 FURRING STRIPS ITYPICA.J HARDE ARTISAN V-RL6'TIC SONG (TYPICAL.) LEAVE MN. 1/B• GAP AND CAULK SEE STRUCIRUAL OHA'NINGS I(21 FHHAMNI INSULANON STRUCTJRA HOLD DOWN BDJESIGN W WATER RESIVIVE AP1 BARRIER MEMBRANE OVER 1/2 PLYWOOD SHEATHING I. R-5 RIGID INSUTA'1ON BOARD i1- FLASHING TAFF •\ Ii PRERNISHED BREAD( META CLOSURE TRIM `- ILO PRESSURE TREATED BLOCKING - 5.1/2 MANDIE ARTISAN ACCENT TRIM STOREFRONT JAMB DETAIL 3• - 1• / r BLUEBKN VP WATER BARRER MEMBRANE/ CATER 1R' PLHV000 SHEADON(i 1' R-5 RIGID INSULATION BOARD 3/4• PFESSIRE TILATED WDOO FURRING STRIP (TYPICAL) Y 1017 T20W PAN HEAD SCREW HARDE FEVEAL PANEL V61ICAL S101NG arPICALI PREFIN/SHED OUTSIDE CORNER TRIM ENTRANCE PORTAL DETAIL (OUTSIDE) - INr STOREFRONT SYSTEM DOORJAMB __ _. 11111111 PPEFINISHEE. BREAK META F V SWAG HARDIE REVEAL • I VERTICAL -_. jSIDING(TYPICAL/S.G (TYPICAL/ - -- — - 0,7012 TAW PAN HEAD SCREW tTYPICAJ 3 4- PRESSURE TREATED WOW FURRING STRIP (TYPICAL) so 1-4 A • A - SEE GIRL/MURAL DRALVNOS FOR FRAMINq BLLJESKRI W WATER REWIRE AIR MAMBO MEIBWE OVER 1r2 PLYWOOD SHEATHING --- 1• R0 REMf$UATLON BOARD NH BARRIER AND ROOF MF.MBRW^E TO OVERLAP UNDER PARAPET CAP IAWPARAPET META. PARAPET ---- - - COPING.SEEA.0 BUG SCREEN —.___ 45• H08500 ARTISAN ACCENT TRIM LEAVE MN 1PI GAP AND CAULK RAROE ARTISAN VAUST)C SIDING - 3/4 PRESSURE TREATEDYYO(D FURRING STR1 1' R-5 RIGID INSULATION BOARD BI LiSKIN W WATER RES)SINL AR BARRIER MEMBRANE CRAP 1/2 PLYWOOD SHEATHING SUING NAIL RYP/OALl - HEAD AT ARTISAN V•RUSTIC SIDING - IX.WDKAST SINGLE :T Y ROOFING MB,BRAAE 0' 1,7 PLYWW000 915AT1NNG :' R3 RAID INSULATION BOARD • BL.uESKRN VP WATER RESISTIVE NIT BARRIER MEMBRANE OVER t? PLYW000 SHEATHING -_-'" 1 44301E ARTISAN VNUS-T1C SONG 3/4• ?FESSu E TREATED WOOL FURRING STRIP LP GPP AND CAULK (TYPICAL) 1 . B PRE.9I0 TREATED A'000 BLOC70M• 55. ARTISAN ACCENT TRIM - - 01012 TAM' PAN HEAD 51.t5W --. MARGE REVEAL PANEL VERTICAL SIDING - 3)4• PRESSURE 1TEATED WODD FURRING STRIP ENTRANCE PORTAL DETAIL mom a - SEE SHJC1 URAL DRAWINGS FOR FRAMING SWESKN VP WATER RES/STNE AR BARRIER --. MEMBRANE OVER IP2 PLYWOOD SHEATHING HIARDIE REVEAL PANEL VERTICAL SKIING I10-I2 TAW PAN HEAD SCREW -- - 3/4. PRESSURE TREATER 11000 FURFNIMITIVP I• Rd AID NSLIATON BOARD VENT STRP PREFINMED BREAK META. 11111A CLOSURE -� REFNSHEI) DWP CAP 1RM HA DOOR AND FRAME SERVICE DOOR HEAD T-ram 6 595080 4 VP WATER -'- RE96TIYE AIR BARRIER MEMBRANE OVER 1/2 PLYWOOD SHEATHING t' R-5 RIGID 113150TION BOARD 3M• PRESSURE TREATED WOOD RARING STRIP NAME REVEAL PANE, VERTICAL SIDING n0121BM• PAN rtADSCREW --- \ f FRP RAJ. RI•0'3Tl AS Sri1.0ULE0 ON t/2 GAB HP TO WRAP AND RETURN TOHA DOOR FRAME WI SEALANT BICKER ROO AND SEALANT PFE'NL9iED BREAK METAL TRIM CLOSURE PIEINSHEDBREAK META FLASHING JAMB AT SERVICE DOOR a 2 R-11 FBFJi(1IASS BATT INSLLATON 04 LA31114 VP WATER RES::IRE ANR BARRIER MEMBRANE OVER 15- •A'WOOD SHEATHN: SLUNG NAL ITYil'N., HARDIE ARTISAN VAUSIIC SONG ITTPCAU - 1- WO RIGID INSULATION BOARD 3W PRESSURE TREATED %nK•& MOOD FURRING &RIPS - 2 MN FOR PAVE) SURFACES, C MEN FOR FINAL GRADED S0AC6 -_..- V9' T WALL FLOOR. AND C(:. BASE FINK -)ESA_, SCHEDULED BASE AT ARTISAN V-RUSTIC SIDING 3 =,MOVE EXISTING WALL 1 h PA1AING. SHEATHING AND ll EXTERIOR FINISH SYSTEM I �I DEMO WALL �= E)(1STWG WALL REMOVE WALL SIGN ,'.•STING WALL FRAMING ANO ,-)WISH SYSTEM TO REMAIN PATCH AS NECESSARY REMOVE WALL SIGN 1 - DEMO SECTION Scale: 3 4' = 1 •0- SEE HEAD DETAL ARC SPRING POINT EXISTING WALL FRAMING AND FINISH SYSTEM TO REMAN PATCH AS NECESSARY EXISTING TRUSS LEG EXISTING TRUSS WEB 2 - PARAPET WALL SUCTION Scala: 3/41' a 1N0' EXISTING ROOFING TU HEM0N PROTECT .1 NECESSARY KFC FOR REFERENCE ONLY GPD GROUP Professional Corporation 520 South Mein SL, Suite 2531 Akron, OH 44311 330.5722100 330.572.2101 DRAWING SUBMITTALS Amine ei REVISION: Mark Date By PROJECT TI'.E 'K-50 SERIES 6000 TO AMERICAN SHOWMAN' TEMPLATE VERSION RFI EASE 2.0 JAN. 2016 INCENTNE SCOPE 15036 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98188 ::OMMISSION N0. E720401 ,.'G jai NO 2017392.08 S'IEET TITLE DETAILS - FOR REFERENCE ONLY SHEET Nv DOOR JAMB AT ENTRANCE PORTAL 4]I LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS. LABOR. EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPUSH THE TREATMENT AND PREPARATION OF SOIL. FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTIUZER, STAKING. MULCH. CLEAN-UP, DEBRIS REMOVAL AND 90-DAY MAINTENANCE. OUAUFICATIONS: LANDSCAPE CONTRACTOR TO BE SKIUEO AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR TO BE UCENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: If IS THE CONTRACTORS RESPONSIBILITY TO REVIEW THE 517E AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFUCT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM 15 TO BE INSTALLED. DO NOT PLANT UNTIL THE STSIEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM. BARK. OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK. OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. •GUARANTEE: GUARANTEE ALL PUNT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACIIJTY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS. PLANT MATERIALS: PLANT MATERIALS TO 0E GRADE NO. 1, SIZED IN ACCORDANCE WITH (MAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE NURSER! ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & 8' INDICATES BALLED AND BURLAPPED; "CONES INDICATES CONTAINER; 'BR' INDICATES BARE ROOT; 'CAL' INDICATES CAMPER AT 6' ABOVE SOIL UNE; 'GAL' INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PUNT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTON, PUNTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE STUD AND FIRMLY HELD TOGETHER. SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED: HAVE DEFORMITIES OF STEM. BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR Y CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL. SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED. TO BE FURNISHED. SOIL PREPARATION: MAY 90 SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PUN. THE F0IJOWING: TOPSOIL. AMENDMENT, AND BACKFILL ARE GENERAL REDUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PINT. SOIL FERTILITY AND AGRICULTURAL SUTABILJTY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN AGRONOMIC SOILS IESIS FOR PLANING AREAS. LAWN AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE CHINNED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE COMPLETED FOR 0, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC- TION MAINTENANCE PROGRAM. 1tS;5 TO BE PERFORMED BY AN APPROVED 501L TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REWIRED IN THE 501L5 REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CUSSES FOR LOAM AND SILT LOAM. U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1 ORGANIC COMPOST TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING 15 FOR SOIL WITH 3-4 PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST 5 ORGANIC CONTENT. BLEND, MID/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS. COMPOST TO BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTNWNG REDWOOD/CEDAR PRODUCTS. 2. FERTIUZER COMPLETE FERTIUZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTIUZER TO BE 'AGRO-DELUXE NURSERY' 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST. OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM. ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR 8). ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS NEFFCSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE. AND SHOWN ON THE PLANS. AMENDMENTS TO 8E EVENLY BLENDED THROUGHOUT- THE TOP 6-INCHES. TOPSOIL TO BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED. COMPACTED DEPTH. PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY ANTI OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.S BARK MULCH (TOPORESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., 'MEDIUM; HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (31 TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN LAWN. FINE MULCH. I.E., SIEEIIVU" TEXTURE AND CEDAR ARE NOT ACCEPTABLE STAKES: 1-1/2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL, 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. MITI -DESICCANT: "WILT -PROOF,' 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEFTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3') OF PREPARED PLANTING BED. NJ- FINISHED GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETNLEO. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PR, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PUNTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT UST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL U�1NG WATER ONLY. NO MECHANICAL COMPACTION. ^' SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3') BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED 8Y LAWN. MULCH MAY BE APPLIED PRIOR 'T0 INSTALLATION OF GROUNDCOVER WHICH IS SRAM 1 FR THAN ONE GALLON CONTAINER S,7E. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING. WEEDING. CULTIVATING. TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLN47S SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATK)N MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. 2' MULCH LAYER (COMPACTED DEPTH) PLANT SFF SCHEDULE FINISH GRADE 3' BELOW TOP OF PUNTER PREPARED PUNTER SOIL MI COMMERCIAL CRATE FILTER FABRIC PAVING PLANTER SEE ARCHITECTURAL PUNS PROVIDE FILTER FABRIC OVER DRAIN HOLES 4' LAYER WASHED PEA GRAVEL PLANTER DRAINAGE/BACKFILL DETAIL NOT TO SCN.1 2" MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH t' MULCH AT CROWN 1/2' ABOVE GRADE 1' ABOVE GRADE ram" +•.'� PLANTING NOTES: • B®7 o RE/MOVE CONTAINER & WORK ROOTS r 1Y FREE OF SOIL; SPREAD ROOTS INTO ' y• EXCAVATION °BAC/DLL TO BE SETTLED USING WATER ONLY *SEE PUNT LIST FOR PLANT SPACING THAN 1 MALL i 890E HLLG4 1 LOAL SiONTAMtlAAR LARD ( PLANT® E PO E IALCH GROUNDCOVER PLANTING DETAIL NOT TO SCA:E PRUNE DAMAGED TRIGS AFTER PLANTING PLACE IN VERT. P05R10N: DOUBLE LEADERS WILL 8E REJECTED NOTE 0 STAKING ON 'AS NEEDED BA515' PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP FOOTBALL MOIST AND PROTECTED AT ALL TIMES • HOLD CROWN DF 850189L AT OR JUST ABOVE FiNISNF-D GRADE • PROTECT TRUNK AND JARS FROM INJURY u BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP. TIES a CONTAINERS. REGARDLESS OF MATERIAL (2) 2o2 O.F. STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; 804004E AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE k INSTALLATION REMOVE AT COMPLETION OF PLANTING 2' MULCH LAYER (COMPACTED DEPTH) HOLD MULCH BACK FROM TRUNK 8' TO 10' FINISHED GRADE PREPARE PUNTING BED PER SPECS, AT MIN.. LOOSEN AND MIX 501L TO 18' OR DEPTH OF ROOTBNL AND 4 IMES BALL DA. REMOVE BLL SCORE R00T6NL AND WORT( NU 1L AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVA110N. SET ESNs ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE I+) 24' DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE �3 STREET TR BY OTH PLANTERS • BE HAND WATERED DURING INSTALLATION AND MAINTENANCE PERIOD - COORDINATE WITH )RRIGATION IIISTALLA7TIONN /jHLS' $WET SEE °EY (1W'0 TAL) PLANTER ARCHITECTURE P DENOTES TREE NUMBER FROM ARBORIST REPORT TYPICAL h 2' MULCH LAYER (COMPACTED DEPTH) 1' MAX. TOP OF CURB TO TOP OF MULCH MULCH AT CURB DETAIL CURB PARKING LOT LANDSCAPE CALCULATION / MINIMUM INTERIOR PARKING LOT LANDSCAPE REQUIREMENT: ( • 56 STALLS AT 15 SF PER STALL 840 SF REQUIRED PROVI0EO r-20' ( 77 10 20 t ma REMOVE ALL mot.• eQP01V I �E%LSB(IO _JUNIPER • Mr _ n' N0.4 VIP VP liCar PLANT MATERIAL SCHEDULE SYMBOL BOTANICAL / COMMON NAMES NOT TO SCALE NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRAN5TI10N FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6' 1YP. MIN. OR AS NOTED SOIL UNE: 3' IN MULCH, FLUSH IN TURF SUBGRADE REMOVE EXCESS GRAVEL AND PAVING J. TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2' DRAIN AT LOW POINTS & 10' MAX. SPACING 12' MAX. UP GRADING IN PARKING LOT PLANTERS DETAIL (TOPSOIL PREP.) PAVING SECTION (DEPTH VARIES) NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB/WALK W PLANT MATERIAL SPACING DETAIL .caLL SPACING AS CALLED OUT ON PLAN/PLANT UST HOW PUNTS FROM EWE OF PLANTER AS NOTED ON PLANT UST 0 r} 0 TREES: ACER CIRCINATUM / VINE MALE CORNUS "EDDIES WHITE WONDER' / EDDIES WHITE WONDER DOGWOOD QUERCUS COCCINEA SCARLET OAT( STYRAX 08ASSLA / FRAGRANT SNOWBELL ZELKOVA SERRATA / SAWLEAF ZELKOVA EXISTING TREES SHRUBS. BERGENA CRASSIFOLIA / WINTER -BLOOMING BEAGENM CISNS HYBRIDS / WHITE ROCKROSE ERICA K DARLEYENSIS 'FURZEY / HEATH HFJAEROCALUS we. 'SIELLA 0' ORO' / YELLOW DAYLILY ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY NANDINA 001,IESTICA / HEAVENLY BAMBOO PHORMIUM TENAX / NEW ZEALAND FLAX PRUNUS LAUROCERASUS 'OTTO LUMEN' OTTO LUYKEN LAUREL RHODODENDRON 'PA.' / NO COMMON NAME RHODODENDRON 'UNIQUE / NO COMMON NAME SANTOLINA CHNMECYPARISSUS 'RANI' / COMPACT LAVENDER COTTON TAXUS . MEDAL 'HICI(511' / NO COMMON NAME VIBURNUM DAVIDII / DAVIT'S VIBURNUM GROUNDCOVERS: HEDERA HELIX 'GLACIER' / GLACIER ENGLISH IRA CEANOTHUS GLORIOSUS 'POINT REYTS' / POINT REEES CFANOTHUS FPACARIA CHILOENSIS / ORNAMENTAL STRAWBERRY RUBUS PENTALOBUS / EVERGREEN BRAMBLE AGAPANTHUS ARICANUS / ULY-OF-THE-NILE and CROCOSMN HYBRIDS / CROODSMIA and HEDERA CANARIEN515 / ALGERIAN IVY 6' - 8' NT. B k B 2' CAI.. B t B 2' CAL Bt8 2' CAL B88 2' CM.. B8B 21' - 24' 4' 0.C. 65 CONTAINER 1 GALLON 2' 0.C. 77 1 GALLON 2' 0.C. 23 1r — 21' 3' 0.C. 22 CONTAINER 21' - 24' 3' 0.C. 33 CONTAINER 5 GALLON 2 11' -21' V-8' O.C. 38 or -21' 4' 0.C. 42 0*0 or -21' 4' 0.C. 28 8@B 1 9A1IO11 2' O.C. 19 4' HT. AS SIOMIN 4 CONTAINER 18' -21' S-6' QC. 36 CONTAINER 4' POT 4' POT 16' 0.C. 4' POT 12' 0.C. 4" POT 18' 0.0 I GALLON 1 GALLON 4' POT 12' 0.C. 14 AS REOD AS REOD AS REOro 14 3 AS RE0'D II STAKE do GUY ONE GROWING SEASON; NURSERY GROWN, MULTI -TRUNK EQUAL TO 2' CAL - STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED STAKE k GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' NURSERY GROWN, LOW BRANCHED. SPECIMEN, SYMMETRICAL, IN LOW PLANTER STAKE 1E GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' C04TO REMAIN ySTAVE AND gPyROTECT ���� 1051TOANTS, INC.. DATED MAYH62003FORESIRY PRUNE CLEAN-UP, AND PROTECT PER ARBORIST REPORT. 4 PER PLANTER, SEE DETAIL FOR PLANTER BACKFILL m v�i s o � Z J a_ 0 Z Z J 0_ w a_ 0 cn Z J K.F.C./TACO BELL 0 J CO J Z 0 1- CC ILI Z ci 0 LC) TUKWILA WA. 98188 HOLD 3' FROM BORDERS HOLD 18' FROM BORDERS MATCHING FORM 3 CANES MINIMUM 1 PER PLANTER, GREEN LEAVES, SEE DEIN. FOR PLANTER MORRIS MATCHING FORM MATCHING FORM, CENTERED ON ARCHITECTURAL WALL ACCENTS MATCHING FORM 7 PER PLANTER, SEE DETAIL FOR PLANTER BACKFILL HOLD 8' FROM BORDERS AND 16' FROM SHRUBS AND IRtt1 HOLD 8" FROM BORDERS AND 16' FROM SHRUBS AND TREES HOLD 12' FROM BORDERS AND 18' FROM SHRUBS AND TREES IN LOW PUNTER IN LOW PLANTER IN LOW PUNTER AR1HUR CEROFICA (vAJD ONLY OLYMPIC ASSOCIATES COMPANY LL 701 DEXTER AVE. N. SEATFLE WA. 98109 (206) 285-4300 9 o g 14 0 Cm to co cm tO N. ZM I I Q 3 C1 Ln N N 1'23. - Scale : 1-20 O9O,de1 %re fa. I1 8 01 IT 8 0!70 51GNA6TUBE) IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE A INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTOR. PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTATED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SL.EEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 20 GPM AT 75 P51. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION 85-90 PSI, 3. AL WORK PER LOCAL WOE INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. a. ALL VALVES TO BE PLACED IN 'CARSON' GRADE LEVEL BOXES WITH BOLT -LOCK UOS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATER. S 12 INCHES BELOW FINISH GRADE NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND UNE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. PROVIDE OWNER WITH TWO (2) SETS 'AS -BUILT' DRAWINGS AND OPERATORS MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION 51516 A (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION. CONTROLLER PROGRAMMING. SrSRM OPERATION AND MAINTENANCE REQUIREMENTS. 9_ NO SPRINKLERS ON RISERS TO BE INSTALLED NEXT TO WALKS, STREET. AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS TO BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS TO BE AS NOTED ON THE PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT. SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA 11. ALL CONTROL WIRE SPUCES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL 12 EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MANURE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENTTO BE U.L. TESTED AND APPROVED. AND SHALL BEAR TEE U.L LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT. OR PURVEYOR, AND OWNER WITH COPY TO BARCHAUSEN CONSULTING ENGINEERS. INC. CONTRACTOR TO INCUU06 TESTING IN THE SCOPE OF WORK. OWNER I5 RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTOR. It. CONTRACTOR TO PROVIDE STSILM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES. OR AS FREEZE/PRECIPITATION CONDMONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROUER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO 0E MADE VA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST E10 WATER SCHEDULE. BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA SYSTEM HAS BEEN DESIGNED FOR 50 TO BO PERCENT DISTRIBUTION UNIFORMITY. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ('FIELD RECHARGE" TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR 15 ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. AL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. • ELECTRICAL 24 VAC: INSTALL PER 9FR'S SPECS. • SET ADJUSTMENT AT 1/4' RAINFALL TO INTERRUPT SOLENOID CIRCLE O MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE O PROVIDE 1/2' GALV. ELECT. CONDUIT TO CONTROLLER_ O PAINT CONDUIT TO MATCH BUILDING COLOR. RAIN SENSOR DETAIL (WALL MOUNT) SCH 80 PVC ANON DOUBLE CHECK VALVE PER DETAIL '-WICK COUPLING VALVE (BLOWOUT) METER PER CITY STANDARDS SCH 80 PVC UNION METER STOP PVC O THE BACKFLOW DEVICE TO HAVE 6' MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES DOUBLE CARSON GRADE LEVEL VALVE BOXES *LIONS 600 PRES. REDUCING VALVE T X S COUPLING: CONTR. TO PROVIDE THREADED FTC. AND CAP 5 ON DISCHARGE SIDE OF METER. z PER CITY S1D5. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE DOUBLE GRADE LEVEL BOXES SIZE To PERMIT 12' MIN. CUR. FROM WALLS TO TEST COCKS: BOLT LOCK UD. DOUBLE CHECK VALVE STATE APPROVED ASSEMBLY) RESIWNT SEATED VALVES & TEST COCKS: INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION. PER LOCAL REQUIREMENTS. PVC MANURE PER PLAN SCH 80 NIPPLE * FERN F ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC SCH 80 NIPPLE (TYPICAL) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP-7/8' WASHED GRAVEL o INSPECTION OF COMPLETED ASSEMBLY BY CERTFlED TESTER REWIRED. CHECK VALVE ASSEMBLY NOT '0 vvF WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE BOX WITH COVER (10' DIAK12' MIN.) PVC LATERAL TO SPRINKLERS o PROVIDE EXTRA COBS (181 OF EACH WIRE IN VALVE o TAPE WIRE TOGETHER EVERY 20 FT. o MIN. 6' DEPTH, 7/8' WASHED GRAVEL UNDER EACH VALVE o COMPACT SOIL AROUND VALVE BOX 0 USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS. PER MANUFACTURES SPECS. PVC SCH 80 NIPPLE AND FEMALE ADAPTOR REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8' GRAVEL SUMP PVC 4AINUNE MAN UNE FITTING SCH 40 SLIP TEE BOX REMOTE CONTROL VALVE ASSEMBLY .3 TO ,LIAR, TOPSOIL (FINISH GRADE) PAVING SECTION PER CML PLANS COMPACTED BACKFTLL AT 90% DENSITY (TOPSOIL BACKFLL) AT 95% DENSITY (STRUCTURAL) PVC LATERAL SLEEVE(S) - ALT. WIRE SLEEVE-�� PVC MAINLINE �VALYE WIRING PIPE BED MATERIAL TO BE CLEAN 11 FREE OF ROCK LARGER THAN I/O' • DIMENSIONS ARE INN. CLEARANCES. O AL:. IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS '8' OR BETTER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95Z OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE STREET TREE h 77 Al FINISH GRADE PLASTIC VALVE BOX (10' DMA) QUICK CGUPUNG VALVE FT. 7/8' GRAVEL SUMP MARLEX ELL (TYPICAL) SCH 80 P.V.C. NIPPLE SCAR 40 PVC 5X5XT TEE QUICK COUPLING VALVE ASSEMBLY P.O.C. AT EXISTING IRRIGATION WATER METER VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION COORDINATE IRRIGATION WITH PLANTING DESIGN SEE LANDSCAPE PLAN WALL INPUT: 117W0 +/-10%. 60 Ht. OUTPUT: 26.5 VAC, 1.5 A LOCATION PER ARCHITECTURAL AND ELECTRICAL PLANS, AS DESIGNATED. INSTALL 2' DA PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM LANDSCAPE TO CONTROLLER. NOT TO 5cA 8' POP SPRINKLER FLUSH WITH MULCH UNE SPRINKLER SCH 80 PVC NIPPLE PVC LATERAL 6' CUR. OF OBSTRUCTION ' �MULDH —FINISH GRADE ADJU OANGLREA AT �. I. CONDITIONS. 50% OF — SLOPE ANGLE (TYPICAL) . 'LEA( 90' ELBOW MARLEX 90' ELBOW =MOt o MANUFACTURER'S UNITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. O PROVIDE SWING 40INT RISERS AT WALKS AND CURBS. 24' FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY SCH 40 PVC TEE S.SAT (SIDE INLET ONLY) NOT TO SCA_C EXISTING LANDSCAPE TO REMAIN, SAVE, AND PROTECT - SEE LANDSCAPE PLAN —LOCATE MAINLINE ALONG CURB 4 ALIGN HEADS WITH PARKING STALL STRIPING TYPICAL EXISTING TREE TO REMAIN SAVE. AND PROTECT - SEE LANDSCAPE PLAN IRRIGATION SCHEDULE SIMBOL DESCRIPTOR T-20' 10 20 40 I 1 I RAN SENSOR ON WEATHER AT 9' HEIGHT. PROVIDE V. I/O' CONDOR FOR IRRIGATION 1' WIRE ATY'FSS TO CONTROLLER. F 24V CONNECTION PER MANUFACTURER'S INSTRUCTORS. 1 Y LANDSCAPE IRRIGATION PLAN 0 K.F.C./TACO BELL RNATIONAL BLVD. 6') O TUKWILA WA. 98188 EAISTIN4 LANDSCAPE TO REMAIN. SAVE, AND PROTECT - SEE LANDSCAPE PUN SPRINKLER HEADS: TOR0 570Z-6P POP-UP FOR SPRAY HEAD" DESIGNED FOR USE OF PLD'S (-GP) WITH 30-40 OPERATING PSI. USE STANDARD IL 1-F001 LESS RADIUS FOR UNDER 30 PSI. IRNWUM SY5TOA O668ATNG PSI OF 20. SIZE PRESSURE -COMPENSATING DEVICES (PCDA) PER CATALOG PERFORMANCE DATA MIN. SYMBOL NOZZLE (-PC: WIM PCD'• PER CA1*1.05) PSI • • o e 0 0 `o'b'b b b a tl 0 CO O • • 0 e e o CI u 5702- 5F.TO. TT, H. T,Q-PC 570Z- 8 F. T0, TT, N, T. 0 -PC 570Z- 10 F. TO, TE, R, T. Q -PC 570Z- 12 6, TJ, TT, H. T. 0 -PC 5702- 4-SST, EST -PC SO/TRIA RADIUS GPM (STD. PC01 PER CATALOG) PRECIP. COVER 30 0.35, 0.26, 0.23, 0.1B, 0.12, 0.09 30 0,85, 0.64, 0.59, 0.44, 0.29, 0.22 30 1.33, 0.99, 0.89. 0.66, 0.44, 0.3,3 30 1.9z 1.44, 1.26, 0.96, 0.64. 0.48 30 0.88. 0.43 1.39/1.60 5' 1.31/1.52 8' 1.28/1.48 10' 1.29/1.49 12' 1.39 4'430'/15' ' DENOTES PLANTERS TO BE HAND WATERED DURING INSTALLATION MID MAINTENANCE PERIOD - TWO TOTAL •• SEE LANDSCAPE PLANTING PUN AND COORDINATE WITH PLANTING INSTALLATION RNN6RR0 100-PE8 REMOTE CONTROL VALVE (IN MIN. 10' DIAL GRADE LEVEL BOX) HUNTER MIM CUR 502H RNN 0.MS09 RANBIRO ESP-LX+8 CONTROLLER (HARDWIRE CONNECTION): PROVIDE GROUND AND BATTERIES PER MFR. SPECS. WILKINS 850 - BALL VALVE, SIZE TO MACH PIPE CARSON INDUSTRIES /1730 (TWO AT P.0.0.) GRADE LEVEL VAULT WL1H BOLT LOCK UD RA8BIRD 3/4' QUICK COUPLING VALVE ANTI 33K KEYS (OCV); COMBINE WITH OTHER VALVES IN SO. BOX OR 10' OM BOX MUMS 950 %LT - 3/4' DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER SUNS 600 - 1' PR8SSIIRF REGULATOR MAINLINE - CLASS 200 PVC (18' COVER): 1 1/4' SEM LATERAL - CUSS 200 PVC 12' COVERT SIZE PER PLAN SLEEVE - CLASS 200 PVC (24' MINIMUM COVER AT VEHICLE CROSS942S): TWICE SIZE OF INTERIOR PIPE AND/OR WIRES VALVE STATION NUMBER VALVE GPM VALVE SIZE IRRIGAION SHOWN DAGRAMATCAILY FOR PUN CLARITY. COMMON TRENCH AND PUCE EQUIPMENT iN LANDSCAPE; MAMFOLD GROUPED VALVES N ADJACENT SHRUB AREAS WHERE FEASIBLE 701 DEXTER AVE. N. SEATTLE WA. 98109 (206) 285-4300 z z10750i.z107501.z1 NCT SCALE