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Permit L03-011 - KFC / TACO BELL - DESIGN REVIEW
L03 -011 KFC / TACO BELL 15036 TUKWILA INTERNATIONAL BOULEVARD City of Tukwila TO: Brad Minogue, Olympic Associates, Applicant King County Assessor, Accounting Division Washington State Department of Ecology Comprehensive Plan RC Designation/Zoning District: I. PROJECT INFORMATION II. DECISION 1 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director zc 3 May 2-• NOTICE OF DECISION This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: L03 -011 Applicant: Brad Minogue, Olympic Associates Type of Permit Applied for: Design Review Project Description: Demolish the existing Burger King restaurant and construct new KFC/Taco Bell restaurant. Location: 15036 Tukwila International Boulevard Associated Files: SEPA application- E03 -008 SEPA Determination: The City SEPA Responsible Official has determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for the new KFC /Taco Bell restaurant does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following conditions: 1. Prior to issuance of the building permit applicant shall submit a revised layout of the plaza. The revised design shall be such that it provides a vibrant and lively pedestrian place and it shall be reviewed and approved by the Director of Community Development. .:ice :a;.rt..:5c.31 ..:.wY..ZitiXa1.w: • . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z '~ w 6 J 0 u) w I J 1- CD u- w u_ < =w ZI- I— O Z I— W U O — 0 I- -- W ` -O w Z U =. 0 Z 2. Colored concrete shall be used in the pedestrian areas to provide a contrast in colors and highlight the pedestrian areas. 3. Applicant shall follow the recommendations outlined in the arborist's report particularly that a certified arborist shall be retained to oversee the renovation pruning of the existing trees that are proposed to be retained. 4. The abandoned sign along South 152 Street must be removed prior to final building inspection. The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Council of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by June 6, 2003. The requirements for such appeals are set forth in Tukwila Municipal Codel8.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. III. YOUR APPEAL RIGHTS V. APPEAL HEARINGS PROCESS 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. 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. The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council 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 may be 2 included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206 - 431 -3685 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. Department of Community Development City of Tukwila 3 , .1.�.'i!�._...r: {:a. e,. d'�. .. S.C. ».._,.R.•.1_L:.:i ai?q:. Uk:'wd +'W a:tia. z W J 0 co J U) u O u i � J z E_, z � �o lu UN O -' 0 F- W E11 • a z W U 2. O ~. z HEARING DATE: NOTIFICATION: FILE NUMBER: APPLICANT: OWNER: REQUESTS: ASSOCIATED PERMITS: LOCATION: COMPREHENSIVE PLAN/ ZONING DESIGNATION: STAFF: City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW PREPARED MAY 13, 2003 May 22, 2003 On March 21, 2003, Notice of application was posted on site and mailed to surrounding property owners and occupants. Notice of Hearing was posted on site; mailed to surrounding property owners and occupants on May 8, 2003. It was published in the Seattle Times on May 9, 2003. L03 -011 Brad Minogue, Olympic Associates Louis F Desimone Design Review approval of new KFC/Taco Bell restaurant. SEPA Demolition permit Development Permit 15036 Tukwila International Boulevard Regional Commercial (RC) SEPA DETERMINATION: Determination of Non - Significance issued on May 8, 2003. Minnie Dhaliwal Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 A ATTACHMENTS: VICINITY /SITE INFORMATION Project Description A. Drawings: Site Plan, Elevations, Landscape Plans, Topography and Boundary Survey. B. Colored Rendering C. Site Furnishing details D. Tukwila International Boulevard Design Manual. E. Applicant's responses to Design Review criteria. F. Arborist's report G. SEPA determination. H. Materials and Color board (presented at hearing) This project proposes the construction of a new 3,568 square feet KFC/Taco Bell restaurant. The existing Burger King restaurant that was built in 1978 will be demolished. Surrounding Land Uses The site is bounded by Tukwila International Boulevard on the west side. There is Wendy's restaurant on the north side of the property. The property to the south of the subject site is a gas station and an auto repair business. The property to the east is a trailer park. DESIGN REVIEW CRITERIA FINDINGS This project is subject to Board of Architectural (BAR) design approval under Tukwila Municipal Code (TMC) Section 18.24.070. The project is subject to design criteria included in Tukwila International Boulevard Design Manual (Attachment D). For the applicant's response to the criteria, see Attachment D. This is the first project that has been proposed along Tukwila International Boulevard and that is subject to the design review criteria listed under Tukwila International Boulevard Design Manual. The manual is organized into four sections; covering Site Design, Building Design, Landscape Design and Signs. Within each section are a number of subject areas, covering such issues as pedestrian circulation, architectural relationships, planting design and sign r�.�i.•..mn�'tn's.:i.:wm±u. 3wtta :i' ._ . sW: i ' ,rv'..` 31z+.�v 2 I. SITE DESIGN A. Site Design Concept B. Relationship to Street Front placement. For each subject areas, there are one or more Design Criteria, which are general in nature. The Design Criteria explains requirements for development proposals. They are the decision criteria by which the Board of Architectural Review will decide whether to approve, condition or deny a project. The Design Guidelines, which augment each Design Criteria, provide guidance to the project applicant, to City Staff and to the BAR in determining whether the project meets the Design Criteria. The building is setback about 27'8" from the west property line along Tukwila International Boulevard. The site plan includes a portion of the property on the south, which is owned by the same property owner as the subject site. Applicant shall record a boundary line adjustment prior to the issuance of the building permit. The site is laid out with two driveway accesses along the Tukwila International Boulevard. Both driveways are proposed as right in /right out only. According to the applicant the southbound customers at the end of the drive through lane will exit the site via the property south of the subject site to South 152 " Street. However there is currently not an easement but a lease agreement to use the adjoining property. According to the city's Public Works department, raised channelization restricts the south driveway to right in /right out, however the north driveway doesn't have any restrictions due to left turn center lane. The drive through lane is along the north and east side of the property. The mid - block crosswalk on the boulevard is connected to the pedestrian plaza for the proposed development. No parking is provided between the building and the sidewalk. One of the entrances of the building is connected by a pedestrian plaza to the sidewalk that aligns with the mid block pedestrian crosswalk. The other main entrance is along the south side of the proposed building. Some land was acquired by the city along the Tukwila International Boulevard for the street improvements. The city's street improvement drawings show the east property line along outer edge of the sidewalk. However the survey and site plan show a portion of the sidewalk on private property. Any required changes in the property line will be adjusted during the boundary line adjustment application prior to issuance of the building permit. 3 C. Street Corners This site is not located at the street intersection and therefore this criterion does not apply. D. Continuity of site with adjacent sites This is the first project on the boulevard that is being reviewed per the Design Manual. Applicant was asked to look into opportunities of providing continuity of site with adjacent sites. Applicant responded that they did not see any opportunities for connections to adjacent sites and the owner wants to discourage direct access from adjacent properties due to security issues. E. Shared Facilities The site provides the required parking on site and no driveways along the Tukwila International Boulevard area proposed to be shared with the adjoining sites. There is a lease agreement with the property to the south that allows for a shared driveway access from South 152 Street. F. Site Design for Safety In order to minimize conflicts between drivers and pedestrians the applicant was asked to provide pedestrian walkways to connect the parking areas (particularly parallel parking areas along the north property line) with the building entrances. In response the applicant extended the walkway along the front of the building with an added striped pedestrian crossing to the north parallel parking spaces. However there is still pedestrian and vehicular conflict at the pedestrian plaza location. The pedestrian plaza will be raised concrete. The pedestrian plaza and the adjoining pedestrian walkways must be colored concrete to highlight them and provide a visual separation of pedestrian and vehicular areas. Exterior lighting is provided in the parking areas. G. Siting and screening of service areas The garbage and recycling areas are located behind the building and are proposed to be screened by CMU enclosure that shall be painted to match the building. The designated location for truck loading is also setback from the public street. H. Natural Features and Sensitive Areas Existing trees that are in good health will be retained. In response to City's request applicant has submitted a report prepared by a certified arborist, who has identified some existing trees as dying and dangerous. He has also 4 rt. r4ererAT. recommended preservation methods for some significant trees. Applicant shall follow the recommendations outlined in the Arborist's report. I. Surface Stormwater detention facilities An underground vault is proposed for detention along the south property line. J. Pedestrian circulation A pedestrian plaza is proposed to connect the building entrance to the sidewalk. Applicant was asked to provide pedestrian connections between the parking areas and the building entrances. In response applicant extended the walkway along the west side of the building and added a striped pedestrian crossing to the north parallel parking spaces. K. Pedestrian Amenities Per Design Manual the pedestrian amenities must include seating (500 square feet of pedestrian oriented space located adjacent or connected to sidewalk is required- pg. 64 of the Design Manual. Also the definition of pedestrian oriented space includes provisions for seating). No additional parking is required for this seating since it is for pedestrians and not outdoor seating for the restaurant. Other pedestrian amenities that must be provided include light fixtures, special paving, hanging flower baskets and planters with seasonal displays (pg. 40). Also, high quality materials must be used in site furnishings and features such as walls and paving (pg. 22 of the Design Manual). Applicant was asked to provide a detail plan of the area around the pedestrian plaza showing the details of site furnishings including decorative bollards and bike racks. Attachment C is the site furnishing details that were submitted by the applicant. The benches proposed are tan colored perforated metal. The bicycle racks are gray metal. The proposed site furnishings are not designed to be part of the architectural concept and each fixture is a stand -alone design out of the catalog. As proposed the plaza is one big gray concrete area with a couple of tan metal benches. Applicant responded that no planter boxes are proposed since the landscape design for this project is low maintenance and they are concerned that plantings may not be properly maintained. The guidelines in the Design Manual envision a more lively and vibrant pedestrian place. One option may be for the applicant to design planter boxes (using CMU to tie it to the materials in the building) as part of fixed outdoor seating to add interest to the pedestrian plaza. Also the color of the bicycle racks should be black or similar to other site furnishings instead of gray metal. Also, the placement of light bollards creates a 5 ---•... �mm n�enx�.:.... q„- r.... cn..,.„ na�^....,...- ro+!? e!".,"! f ,^r.«�;!sr ±'s+hc ?aT'NT,'YF!i�}K M. Parking r• bottleneck feel to the pedestrian plaza. Further colored concrete must be used to add interest and enliven to the pedestrian plaza. L. Vehicular Circulation The drive through customer traffic is separated from the parking lot areas. However there is conflict pedestrian /vehicular conflict at the pedestrian plaza location. This conflict will be minimized by using raised concrete pathway. Also, contrasting paving colors should be used to highlight the pedestrian areas. Applicant did not propose any shared driveways along the Tukwila International Boulevard. For the southbound customers they have proposed to use the property directly south of the subject site to connect to South 152 Street. All required parking is provided onsite and no shared parking is proposed. No parking spaces are provided between the building and the sidewalk. II. BUILDING DESIGN A. Architectural Concepts Applicant has indicated that they are limited in terms of making any changes to the tower elements, signage, color banding and other prototypical design due to corporate design requirements. B. Architectural Relationships There is Wendy's restaurant on the property north of the subject site. The property south of the site is a gas station and car repair business. The proposed building is placed fairly close to the street. This is the first project that is proposed on Tukwila International Boulevard and that is subject to the Design Manual. As the city gets further redevelopment along the boulevard, the architectural relationships will get more established and architectural context will get established over time. C. Building Elements, Details and Materials 6 Applicant was asked to provide articulation by introducing some texture and material variation. Also the durability of EIFS systems over time particularly at the base of the building where it would be subject to the foot traffic was • questionable. In response applicant has proposed a painted single score veneer CMU. Again the applicant has stated that they are unable to make significant changes to their prototypical design details (color banding, tower elements etc.) due to corporate requirements. The canopies will be illuminated at night. D. Pedestrian - Oriented Features E. Mechanical Equipment The windows and canopies on the ground floor are provided. Applicant was asked to add foundation landscaping along the blank facades to add interest. Applicant has provided a section (Sheet A03) that shows the screening provided by the parapet of any rooftop HVAC equipment. III. LANDSCAPE DESIGN A. Landscape Design Ten feet of Type I landscaping that includes one tree per 30 feet is required along Tukwila International Boulevard. Five feet of Type II landscaping is required along the north and south property line. Ten feet of Type III landscaping is required along the east property line. Since the applicant is proposing to use some of the existing landscaping to meet the code requirements and considering the health of the topped trees, applicant was asked to provide a report prepared by a certified arborist with a written evaluation of the condition of those trees. The applicant submitted a report that indicated that some of the trees were dead or dying. Also, he recommended renovation pruning that must be supervised by a certified arborist. Applicant must follow the recommendations outlined in that report. Foundation landscaping has been provided along the north and south fagade to break up the big facades. Parking lot landscaping meets the minimum landscape code requirements. B. Planting Design Applicant was asked to change the trees along the boulevard to Scarlet Oaks to match the proposed street trees along the boulevard. The groundcover has also been changed to be consistent with the proposed street improvements along the boulevard. The foundation landscaping has been reinforced to add vertical shrubs and Daylilies have been changed to Lavender to add interest and permanent colored plant. The shrubs along the boulevard have been changed from Otto Luyken to Virburnum Davidii to provide an evergreen plant material e B. Sign Placement C. Sign Design I. Site Design CONCLUSIONS that provides seasonal color. Additional planters in the pedestrian plaza area would add interest and seasonal color to the proposed landscaping along the boulevard, which is one row of Virburnum Davidii and groundcover and Tacks a visual interest. IV. Signage ,� z re w A. Signage Concept 6 0 Each business is permitted two signs. The applicant has argued that KFC and n w Taco Bell are two separate businesses even though they share one common cash - 1- register but their sales are tracked separately. They have also indicated that they w o will get two separate business licenses from the city. Thus two signs are 2 proposed for each separate business. The total allowed sign area for the fagade would be split up between the KFC sign and Taco Bell sign. cn a = ►- w _ z �.. � zF- Two signs are proposed on the south facade and two on the west facade. Sign 2 � , for KFC is proposed on the KFC tower element and sign for Taco Bell is proposed 0 on the Taco Bell vertical element. There is an abandoned sign along South 152 o 1-- Street that appears to have been used by Burger King at one time. Applicant is w w responsible for removing the abandoned sign. � —. o w z o o H Applicant was informed that high quality material and finishes must be used for Z signage and backlit plastic signs are discouraged per the Design Manual. Applicant has stated that the proposed signs are internally illuminated acrylic within a pre - finished steel frame and this type of signage is appropriate for an auto - oriented business along an arterial. The site is accessed by two driveways from Tukwila International Boulevard and from South 152 Street via the adjoining properly to the south. All required parking is provided on site and no parking is proposed between the building and the sidewalk. A drive through lane is provided along the north property line. A pedestrian plaza is proposed to connect the building entrance to the sidewalk. The current design of the plaza is gray concrete with a couple of tan colored metal benches. Colored concrete must be used to provide a contrast and highlight the pedestrian areas. C 8 The Design Manual requires that site furnishings including seating, planter boxes, light bollards, trash receptacles and bicycle racks must be designed to be part of the architectural concept of the site. Applicant should submit a revised layout of the plaza and it should incorporate built in seating and planter boxes, change the location of light bollards to avoid creating a bottle neck feel to the pedestrian plaza, the color of the bicycle racks shall be black or other color to be consistent with the architecture of the building. The revised design shall be such that it provides a vibrant and lively pedestrian place and it shall be reviewed and approved by the Director of Community Development. II. Building Design Applicant has indicated that they are limited in terms of making any changes to the tower elements, signage, color banding and other prototypical design due to corporate design requirements. The EIFS and CMU veneers are the proposed materials. The building design also includes canopies and windows on the ground floor. III. Landscape Design The landscape plan meets the minimum code requirements for the perimeter and parking lot landscaping. Providing planters along the boulevard will add interest and seasonal color along the street. Applicant shall follow the recommendations outlined in the arborist's report particularly that a certified arborist shall be retained to oversee the renovation pruning of the existing trees that are proposed to be retained. IV. Signage Two signs are proposed on the south facade and two on the east facade. The proposed signs are internally illuminated acrylic within a steel frame. The abandoned sign along South 152 Street must be removed prior to final building inspection. RECOMMENDATIONS Staff recommends approval of the Design Review application with the following conditions: 1. Prior to issuance of the building permit applicant shall submit a revised layout of the plaza. The revised design shall be such that it provides a vibrant and lively pedestrian place and it shall be reviewed and approved by the Director of Community Development. 2. Colored concrete shall be used in the pedestrian areas to provide a contrast in colors and highlight the pedestrian areas. 9 3. Applicant shall follow the recommendations outlined in the arborist's report particularly that a certified arborist shall be retained to oversee the renovation pruning of the existing trees that are proposed to be retained. 4. The abandoned sign along South 152 Street must be removed prior to final building inspection. z • w J U o o Ill I, (/ ) LL. to a 1. A boundary line adjustment to move the south property line must be recorded prior D. a to the issuance of the building permit. Some land was acquired by the city along the in Tukwila International Boulevard for the street improvements. The city's street .z improvement drawings show the east property line along outer edge of the w o sidewalk. However the survey and site plan show a portion of the sidewalk on 2 o: private property. Any required changes in the property line will be adjusted during o the boundary line adjustment application prior to issuance of the building permit. o �. w 0 . z. w co o O F- INFORMATIONAL ITEMS Also, please be aware the followings items must be submitted prior to building permit issuance: 10 dS:.utf7vi:,«cn::anam.iScK z 4:t 21: cra NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1 HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 8 ATTACHMENT C KFC /Taco Bell FINISH: KFC Red PROVIDED BY: TACO ®ELLI MANUFACTURER: LLC CATALOG #: CSTMBOS /MHGS100 LAMP TYPE: 1 -100W MH Included DIMENSIONS Fixture: Height -18" Diameter -124 Depth -10" From Wall Accusery LIGHTING & EQUIPMENT 3865 Produce Rd Suite 208 Louisville, KY 40218 Toll Free: 1- 877 - 707 -7378 Phone: 502 - 961 -0096 FEATURES: Custom Outdoor Wall Sconce UL Listed for Wet Lo- cations in KFC Red 1 PHOTOMETRICS For detailed photometric data, please visit our web site at www.Isi- industries.com © LSI Industries Inc. REV 5/01 THE GREENBRIAR' SERIES - CONTOURED LENS The Greenbriar Contoured Lens Series is designed with aesthetics, efficiency, and economics in mind. Designing around several reduced envelope lamps allows for a more compact fixture, which results in a lower EPA. The reduced load allows the use of more existing poles for retrofitting or lower gauge, Tess expensive poles for new construction. The fixture's vertical lamp orientation and reflector systems provide efficient, uniform, high performance lighting for your si te. The sealed optics ensure that the fixture stays moisture, dust, and bug free, thus reducing the depreciation of its Tight output. Further, top- access allows you to service the fixture easily and quickly for regular lamp and ballast maintenance. Whether you require site lighting for new construction or an upgrade to an existing location, the Greenbriar Series is your answer. SPECIFICATIONS HOUSING The Greenbriar's aluminum housing is available in 3 sizes: Large (Standard 1000 Watt), Medium (Standard 400 Watt), and Reduced (Reduced Envelope 1000 Watt). Each is finished to produce a clean, sharp appearance, and designed to ensure weather -tight construction. Top- access cover provides ease of installation and servicing. All pole - top fixtures are pre- wired. LENS /GASKET The Greenbriar's contoured glass lens is sealed to the housing with an EPDM gasket, preventing entry of dust, moisture and insects. All fixtures utilize a contoured clear tempered sag glass lens. TOP FASTENERS The Greenbriar's four captive stainless steel door fasteners secure the top- access cover to the housing. SOCKETS Porcelain mogul -base sockets feature spring- reinforced contacts for long life. LIGHT SOURCES The Greenbriar is designed to operate with any of the following Tamp types: High Pressure Sodium, Pulse -Start Metal Halide, Super Metal Halide, or Metal Halide with mogul -base sockets. The "Type 5G" distribution utilizes a 1000 Watt HPS lamp, which is uniquely optimized by using the ED -37 twin arch tube, position oriented, reduced envelop lamp. Clear lamp is supplied as standard. GBR Type FP - Vertical REFLECTORS /DISTRIBUTION PATTERNS The Greenbriar fixture is available in five reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III (3) (not available in GBL), Type V (5), Automotive Forward Throw (FA) (1000 Watt only), and Perimeter Forward Throw (FP). Reflectors are field- rotatable, enabling generous flexibility in distribution patterns without fixture movement. Photometric data is tested in accordance with IESNA guidelines. FINISHES Each fixture is finished with DuraGrip', LSI's baked -on polyester - powder finishing process. The DuraGrip polyester finish withstands extreme weather changes without cracking or peeling adn is guaranteed for five full years. Standard finish colors are bronze, black, platinum plus, buff, white, and green. DECAL STRIPING LSI offers optional color - coordinated decals in 8 standard colors to accent the fixture. Decals are guaranteed for five years against peeling, cracking, or fading. C OU S LISTED listed for wet locations. GBR Type 5 - Vertical BALLAST Metal Halide, Super Metal Halide, and High Pressure Sodium fixtures feature a high -power factor type CWA ballast. All ballast types are designed for -20' F operation. BRACKETS Arm Mount: 2 -1/2" x 8" x 12" length, extruded aluminum bracket shipped standard with medium (GBM) and Reduced (GBR) luminaires. Fourteen -inch arm mounts are shipped standard with large luminaires (GBL) only. (An 8" bracket is available for single or D180' configurations, but must be ordered from the Options column of the ordering chart.) A Round Pole Plate (RPP) is required for mounting to 3 "- 5" round poles. (see Accessory Ordering Information chart.) Pole Top: The cast aluminum mounting hub conceals the wiring compartment and mounts directly to LSI's unique "pole -top mounting plate ", via a high- strength grade five steel bolt with nylon insert and split lock washer for double locking. The fixture is pre -wired for ease of installation. Support arms consist of four 11/16" O.D. aluminum rods for GBPM series and 7/8" 0.0. aluminum rods for GBPR series. POLES Refer to Poles /Brackets section of catalog for pole information. GBR Type FA - Vertical • Lighting Systems' 10000 Alliance Roacl • Cincinnati, Ohio 45242 • (513)793 -3200 FAX (5131984 -1335 0 www.lsi- industries.com ' .. k " i' �t i , _:L:"_..__._....._._.:'s;Y ?�.. .,. �^:^��w^�:�.k"..^�"C^� � ""3:+g^:'�.,;7�n:."�,".."�:x.:� r..rm;" �,:.rn.:m s�+ r: Vrn�rry: 5v, ?r,,' �rtx�7, >raex!e.;.{r,�,�rf5etyy+; esw;..�y,v� LUMINAIRE EPA CHART ® 111.� f .. Al ° A ° ° Includes bracket. P Merop Mount Single D90' D780' T90' TN120' q90' Medium Greenbrier - 12' Arm Mount Bracket (GBM) - 3.3 5.9 6.6 9.1 9.3 11.7 Greenbrier • Pole Top (GBPM) 3.4 - - - - - - Large Greenbrier - 14' Arm Mount Bracket (GBL) - 4.7 8.8 9.3 13.3 13.7 17.5 Greenbrier - Pole Top (GBPL) 5.0 - - - - Reduced Greenbrier • 12' Arm Mount Bracket (GBR) - 3.3 5.9 6.6 9.1 9.3 11.7 Greenbrier • Pole Top (GBPR) 3.4 - - - - - - CATALOG# DIMENSIONS Bracket - 2 -bolt Pattern 8 Arm Mount r ---A---i 1172 1 111-1 Pole Top Mount GBM Medium Arm Mount GBPM Medium Pole Top GBL Large Arm Mount GBPL Large Pole Top GBR Arm Mount GBPR Pole Top A B 21.5/8' 21.5/8' 26-1/8' 26 -118' 21.518' 21.5/8' 15.5/8' 15.518' 19.1/2' 19.1/2' 15.518' 15.5/8' c 21- 15/16' 26- 13/16' 21 -5116' r GREENBRIAR - CONTOURED LENS FIXTURE TYPE LUMINAIRE ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Prefix Medium Arm Mount GBPM • Pole Top Reduced Arm Mount Pole Top' Large GBL - Arm Mount GBPL• r Pole Top Distribution 2 - Type ll 3 - Type lIl FP - Perimeter Forward Throw 5 - Type V 2 - Type 3• Type 111 FP - Perimeter Forward Throw 5 - Type V FA - Automotive 2- Type ll FP - Perimeter Forward Throw FA - Automotive Forward Throw 5 - Type V 5G - Type V Lamp Wattage 250 320 400 250 400 750 1000 750 1000 1000 Light Source PSMV • Pulse -Start Metal Halide 250, 320, 400 Watt HPS - High Pressure Sodium 250, 400 Walt SMV - Super Metal Halide (Vertical) 400 Watt MH - Metal Halide 250. 400 Watt MHR - Metal Halide Reduced Envelope 1000 Watt PSMV • Pulse Start Metal Halide 750, 1000 Watt° HPS • High Pressure Sodium 750, 1000 Watt° PSMV - Pulse Start Metal Halide 750 Watt HPSR - High Pressure Sodium Reduced Envelope Lamp 1000 Watt Lens CT - Contoured Clear Tempered Glass Line Voltage 480V MT - Multi Ta 1T - Tri -Tap Luminaire Finish BRZ - Bronze BLK - Black PLP Platinum Plus BUF- Buff WHT - White GRN- Green L_ I EXAMPLE OF A TYPICAL ORDER I GBM 5 400 MH CT MT BRZ NO A l Options 88K • 8' Bracket PCI120V - Button -T y Photoelectric Control PCl208V - Button - Type Photoelectric Control PCl240V - Button -Type Photoelectric Control PCl277V - Button -Type Photoelectric Control LL - Less Lamp NO - No Options Color Decals 45 - Light Gold Metallic 20- Charcoal Metallic 94 - Blue Metallic 59 • Dark Green 21- Tomato Red 55- Black 50- White 51 • Dark Red Note: Consult factory for replacement arms. 1- When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2- When ordering 750W High Pressure Sodium, voltage must be specified. 3- For international voltages, consult factory. 4- MT- Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre -wired for highest voltage. Alternate voltages will require field re- wiring. 5- An 8' bracket can only be ordered with single and D180 configurations 6- Tri -Tap is shipped standard for C -UL applications. Tri -Tap consists of 120V, 277V, and 347V. Tri -Tap is pre -wired for highest voltage. Alternate voltages will require field re- wiring. When ordering 1000 Watt Tri -Tap Pulse- Start, specify voltage. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description FK120V - Single Fusing FK277V - Single Fusing DFK208, 240V - Double Fusing DFK480V - Double Fusing FK347V - Single Fusing RPP2 - Round Pole Plate BKS- BO- WM -•-CLR Wall Mount Plate GBR / GBM 2 HSS - House Side Shield GBPR / GBPM 2 HSS - House Side Shield GBR / GBM 3 HSS - House Side Shield "Black only. FK120V GBPR / GBPM 3 HSS - House Side Shield FK277V GBR / GBM FP HSS - House Side Shield DFK208, 240V DFK480V 123111CLR 4342901" 4342901" 4342902" All HSS available are shown. GBPL FA HSS - House Side Shield GBL FP HSS - House Side Shield GBPL FP HSS - House Side Shield Order Number 4342902" 4342902" GBPR / GBPM FP HSS - House Side Shield 4342902" GBL 2 HSS - House Side Shield 4342903" FK347V GBPL 2 HSS - House Side Shield 4342903" 162914" GBL FA HSS • House Side Shield 4342904" 4342904" 4342904" 4342904" r © LSI Industries Inc. REV 5/01 �4 :r+�r.: ,�.r yrn: n.:••.•• ar,- j•., .a..r mgr. •.o,rnr�.st- A-! e.1.7::t7p. rA L/THON /.4 L/0/1T/N0 FEATURES & SPECIFICATIONS INTENDED USE — Use for walkways, plazas or pedestrian areas. CONSTRUCTION — Extruded, one -piece aluminum, 0.156" wall thick- ness. Top cover is a weldment of .156" wall extrusion and 0.250" top plate. When louvers are used, top is secured to housing with three concealed Allen screws. 42" overall height standard. Closed -cell EPDM is included. FINISH — Standard finish is dark bronze (DDB) polyester powder, elec- trostatically- applied and oven - cured. Other colors available as op- tions. OPTICAL SYSTEM — Hydroformed, fluted, anodized, aluminum upper reflector combined with spun aluminum, anodized, flared cone is standard. Cylindrical lower reflectors or cast - aluminum louvers also available. Lens is clear, seamless 100% virgin acrylic, 1/4" wall, flush fitting. Gasketed, fluted, glass enclosure, when louvers are used. ELECTRICAL SYSTEM — High pressure sodium and metal halide are high power factor ballasts, 100% copper wound and factory tested for reliable operation. Electrical components are tray- mounted with quick- disconnect plug and are accessible through bottom of bollard. Porcelain, vertically- oriented, medium -base pulse -rated socket with copper alloy, nickel - plated shell and center contact. INSTALLATION — Four 1/2" x 11" anchor bolts with double nuts and washers, (shipped separately). 4 -1/2" bolt circle template included. LISTING — UL listed for wet locations. Listed and labeled to comply with Canadian Standards (see Options). ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. Series KBR8 Outdoor Wattage 50S 50W HPS 70S 70W HPS 100S 100W HPS 150S 150W HPS 70Mt 70W MH 100M 100W MH 1 150W , Lamp not included. Accessories Field - Installed. Order as separate catalog number. R8S Half- shield for 8" round Reflector Standard Flared Cone R5 Type V distribution Optional Cylindrical Reflectors CYA Specular Alzak CYB Black Alzak CYG Gold Alzak CYF Flat black Louvers LV Cast - aluminum louvers NOTES: 1 Use coated lamp with metal halide sources. 2 Incandescent available in 120V only. 3 Alzak is a registered trademark of ALCOA. 4 347V not available In 50S. 5 Optional multi -tap ballast (120, 208, 240, 277V). 6 Not available with LV option. 7 Additional architectural colors available; see Architectural Colors brochure form no. 794.3. Voltage 120 208 240 277 347 T5 Catalog Number Notes Type Shipped installed in fixture Architectural Colors (powder finish) SF Single fuse (120, 277, 3474 only, Standard Colors not available with TB) DF Double fuse (208, 240 only, not available with TB) H24 Overall height: 24" 1130 Overall height 30" H36 Overall height 36" FD Festoon outlet FG Ground -fault festoon outlet SCL Scribed lens XT Diode (incandescent only) CR Corrosion - resistant finish CSA Listed and labeled to comply with Canadian Standards (120, 277, 347V only) —►I a" Weight: 25.1 -34.9 Ibs (11.4 -15.9 kg( Options Sheet #: KBR8 -S /M /I Architectural Bollards KBR8 8 "ROUND High Pressure Sodium Metal Halide Incandescent 1 42" Example: KBR8 50S R5 120 SF DDB DDB Dark bronze (standard) DWH White DBL Black Classic Colors DMB Medium bronze DNA Natural aluminum DSS Sandstone DGC Charcoal gray DTG Tennis green DBR Bright red DSB Steel blue Architectural Class 1 Anodize ADB Dark bronze SL - 405 Z Z ' • W 0 O 0 W I H- • LL W Q = d F-W Z = F- 1— 0 Z uj U O — ❑ 1— . W W - 0 -- W 0 7.7 5.0 2.5 1.0 0.50 025 5.0 3.2 1.6 0.65 0.32 0.16 5.0 3.3 1.7 0.66 0.33 0.17 3.2 2.1 1.1 0.42 021 0.11 -4-, , SW rh/IIIIII -1I WAWA' EN= ' /,.M %ramor MEN= _��, rialivj ..NII i raernig B,, ■■ P,,. op- - ppm. IIM 12.6 8.4 4.2 1.7 0.84 0.42 7.5 5.0 2.5 1.0 0.50 0.25 5.0 3.3 1.7 0.66 0.33 0.17 3.2 2.1 1.1 0.42 021 0.11 -4-, , SW A,A, -1I WAWA' EN= ' /,.M MEN= _��, rialivj ..NII i �,■ B,, ■■ 12.6 8.4 4.2 1.7 0 .84 7.5 5.0 2.5 1.0 0.50 5.0 3.3 1.7 0.66 0.33 3.2 2.1 1.1 0.42 0.21 -4-, , SW A,A, -1I /,.M rialivj ..NII '.g. op- 6.2 3.9 1.5 0.77 039 4.0 2.5 1.0 0.50 0.25 -4-, , A,A, rialivj alrOir 0 3 6 9 12 15 18 2 KBR8 8" Round Bollard PHOTOMETRICS The charts below provide the most useful data from photometric tests of specific lamp/luminaire combinations. For complete results of any combination shown, or other requirements, contact your LITHONIA representative. 150S 100S 70S 50S 16000 9500 6300 4000 Lumens 100M 70M 8500 5500 Lum 150W 2780 0 3 6 Lumens 5 3.5 2.5 1 .5 0 3 0 3 6 9 6 9 12 15 18 21 9 12 15 18 21 12 15 18 NOTES: 1. For electrical characteristics, consult technical data tab. 2. Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field measurements. Dimensions and specifications are based on the most current available data and are subject to change. r® £IT /I®ns /A LIWITING An cu/tyBrands Company KBR8 -S /M /I 01994 Lithonia Lighting, Rev. 3/02 KBR8- S /M /I.P65 21 0 3 6 9 0 3 6 9 12 15 12 15 18 21 18 21 0 3 6 9 12 15 18 21 150SLV 100SLV 70SLV 50SLV 16000 9500 6300 4000 Lumens 100MLV 70MLV 8500 5500 Lumens 150WLV 2780 0 3 6 9 12 15 18 21 Lumens 1 .5 .25 0 3 6 0 3 6 9 12 15 18 21 9 12 15 18 21 0 3 6 9 12 15 18 21 0 3 6 9 12 15 18 21 Lithonia Lighting Acuity Lighting Group, Inc. Outdoor Lighting One Lithonia Way, Conyers, GA 30012.3957 Phone:770.922.9000 Fax:770. 918.1209 In Canada: 1100 50th Ave., Lachine, Quebec HT 2V3 www.lithonia.com aerr�*_rowKraawnca��: ors_ �•. r- �xsnr �33v,±; yaM :,�?�anx;.�!�`5�;�?FR�? Z tY 6 UO c W I Ww W g a = d. �w Z ZI- w U � co_ C3f- W • W O Ili c o H '-- O Z site furnishings for a Lifetime" The State Street"' With streamlined simplicity, the State Street is a versatile, go- anywhere kind of bench. Its curvy lines offer a contemporary look, while providing ergonomic seating that fits the contours of the human body and gives support right where it's needed. The simple styling of State Street means low maintenance, too, along with our durable powdercoat finish that resists chipping and fading. Bench Styles: 1. Bench (SSB) 2. Flat Bench (SSF) Lengths: 1. 6 feet (6) Seating Materials: 1. Perforated Metal (PM) 2. Steel Rod (RD) 3. Wood –Ipe ('WI) 4. Wood –White Oak (WO) (For Interior Use Only) www.thomas- steele.com Thomas Steele® 1 A Division of Trilary, Inc. State Street Flat Bench f SSF- 6- PM -SF-P- PASTEL BLUE* Powder Coat Standard Colors: Call for Other lVood Options Silver Grey I Black Installation: 1. Surface Mount (SF) 2. In- Ground (IG) Framework Finish /Materials: 1. Powder Coated (P) 2. Powder Coated Stainless Steel (PS) Patriot Blue Sky Blue Teal Patina Green Forest Green Yellow Traffic Orange Red Berry Brown Bronze Mesa Tan Ordering Notation: sample order y*r^�^•_�,» `?'..`',,,+ -.- one•* L^'! e� ,.'T...�r+�s�a..- .- ,v..,ygv*,. ..e�... «.�; w,.�.���n State Street Bench I SSB- 6- PM -SF -P- PASTEL BLUE* Due to the variations in the printing process, colors shown may not be an exact match. Specifications subject to change without prior notice. 'Custom Color SSB — 6 I- WO I- SF I— P I— COLOR Item No. Length (ft.) Seating Installation Finish/ Color Material Method Material FOR POWDER COAT) 2210 Pinehurst 1 Middleton, WI 53562 -2539 1 Pim 608.831.9040 1 FAX 608.831.7623 1 1.800.448.7931 1 sales @ thomas - steele.com 1 SPECIFICATIONS The State Street PERFORATED METAL . ' U 1 1 : State Street Flat Bench LL WOOD SSB 6 — WI — SF SSF 6 — WI — SF FINISHES Powder Coated • The site furnishing shall be powder coated after complete fabrication with triglycidyl isocyanurate (TGIC) powder, a polyester coating that is electrostatically applied and baked at 400 degrees. Steel substrate preparation shall include mechanical and chemical etching to insure a high strength bond with the powder coat finish. An iron phosphate coating shall then be applied for added corrosion resistance followed by an environmentally friendly sealer /rinse. The resulting polyester topcoat finish shall be sufficiently hard and durable so that it resists corrosion, chipping, cracking, abrasion and UV damage. �I www.thomas- steele.com SSB 6 — — 72" long x 33 high x 32 wide SSF 6 — — 72" long x 17" high x 18'4" wide STEEL ROD.. • Perforated Metal ASTM A366 Cold Rolled Steel ASTM A240 Type 304 Stainless Steel SSB- 6 -RD -SF BENCH FRAME Tubing /Pipe ASTM A513 Electric Welded Carbon Steel Mechanical Tubing ASTM A312 Type 304 Stainless Steel Pipe SEATING MATERIALS Flat and Round Bar ASTM A36 Carbon Structural Steel ASTM A276 Type 304 Stainless Steel Bars and Shapes SSF 6 — RD — SF Wood Ipe — Unfinished, Solid Stock White Oak — Kiln Dried, Factory Applied Clear Sealer for Interior Use Specifications subject to charge without notice. MATERIALS Thoinas Steele' 1 A Division of Tillery, Inc. 2210 Pinehurst 1 Middleton, WI 53562 -2539 1 PHo 608.831.9040 1 FAX 608.831.7623 1 1.800.448.7931 1 sales@thomas- steele.com site furnishings for a Lifetime" Trash Receptacles The best kind of trash receptacles are ones you don't have to think about, aren't they? That is exactly what we manufacture at Thomas Steele. We make them simple. We make them sturdy. And we make them attractive, with a variety of styles and materials to coordinate with your other Thomas Steele site furnishings. ORDERING GUIDE Trash Receptacle (TR) Capacity 1. 22 gallon (22) 2.32 gallon (32) Lid Style: 1. Ash Dome (A) 2. Dome (D) 3. Flat (F) Side Materials: 1. Steel Rod (RD) 2. Vertical Steel Strap (VS) 3. Wood -Ipe (WI) 4. Wood -White Oak (WO) (For Interior Use Only) Call for Other Wood Options Installation: 1. Surface Mount (SF) 2. In- Ground (IG) Framework Finish /Materials: 1. Powder Coated (P) 2. Powder Coated Stainless Steel (PS) www.thomas- steele.com Thomas Steele® 1 A Division of Trilary, Inc. Vertical Steel Strap Trash Receptacle 1 TR 32D VS - SF - PS - LEMON YELLOW Powder Coat Standard Colors: Patriot Blue Sky Blue Teal Patina Green Forest Green Yellow Traffic Orange Red Berry Brawn Bronze Mesa Tan Silver Grey Black White Due to the variations in the printing process, colors shown may not be an exact match. Specifications subject to change without prior notice. `Custom Color Ordering Notation: sample order Wood Trash Receptacle l TR- 22F- WO -SF -P -BLACK Steel Rod Trash Receptacle 1 TR- 22A- RD -SF -P -FLAME RED HUNDREDS OF ADDRIONAL COLORS AVAILABLE TR I— 32IAI— RD I— SF — P I — COLOR Item No. Capacity/ Side Installation Finishes/ Color Lid Style Material Method Material (Mil POWDER COAT) 2210 Pinehurst 1 Middleton, WI 53562 -2539 1 Pim 608.831.9040 1 FAX 608.831.7623 1 1.800.448.7931 1 sales®thomas- steele.com SPECIFICATIONS Trash Receptacles STEEL ROD WOOD TR - 32F — — 32 gallon 24 dia. x 30 high VERTICAL STEEL STRAP TR 32 gallon 29'4" dia. x 34'4" high LID OPTIONS 11 11 l I LL l f , , I�..., I TR- 32A —WO —SF Ash Dome Lid (A) Powder Coated • The site furnishing shall be powder coated after complete fabrication with triglycidyl isocyanurate (TGIC) powder, a polyester coating that is electrostatically applied and baked at 400 degrees. Steel substrate preparation shall include mechanical and chemical etching to insure a high strength bond with the powder coat finish. An iron phosphate coating shall then be applied for added corrosion resistance followed by an environmentally friendly sealer /rinse. The resulting polyester topcoat finish shall be sufficiently hard and durable so that it resists corrosion, chipping, cracking, abrasion and UV damage. FINISHES www.thomas- steele.com [11 l 32 gallon 25'4" dia. x 30 high TR - 22F — — 22 gallon 25'4" dia. x 25 high Flat Lid (F) , Specifications subject to change without notice. 22 gallon 24 dia. x 25'4" high Dome Lid (D) Flat and Round Bar and Shapes ASTM A36 Carbon Structural Steel ASTM A276 Type 304 Stainless Steel Bars and Shapes Ffrll9ft�6!J�t is TH 1 TR - 22D VS — SF, 22 gallon 29'4" dia. x 29'4" high MATERIALS Wood Ipe — Unfinished, Solid Stock White Oak — Kiln Dried, Factory Applied Clear Sealer for Interior Use Thomas Steele' 1 A. Division of Trilary, Inc. 2210 Pinehurst 1 Middleton, WI 53562 -2539 I No 608.831.9040 1 FAx 608.831.7623 1 1.800.448.7931 1 sales@thomas- steele.com ....'.;.�j: 8 a CREATIVE PIPE, INC. The Leaning hareem Rack- LBRIm Series • Intuitive, paten pendng design provides two point uhpa t. • liryde shaped design has a simple elegance makig the rack emly identifiable as licyde parking. • Framework is =eructed from extra dick walled I' I.D. (.179 roll Schedule 80 steel pipe. MODEL t CAPACITY DIMENSIONS 189 1 2 211 x 45"H : 32w LBR2 3to4 301 x45 1.139 3 410 6 451 x 4511 : 321/ 1.684 51o8 581x4511s321T 'hoary mop thank •Wined a ri is r do la sde lapr reader mamas &Akvale boirq • Spiral design canbEes elegance with !maim and security. • User friendly design glows easy guess 10 6icyde rock. • Aredable in thee standard sizes to accommodate 4, 6, a 8 bicycles. • Embedded free stoning, fanged surface mourn. • I.5/8 Schedule 40 steel pipe loop [premdien with 3/8'sd flat bar flanges. • Rocks stand 34' H by 20' W. Wall Ramp • Our stoutest, most elaborate and most user friendly vatiml wall rock design • Ideal for areas suds as garages what Hoar space 6 kited • Unique ramp design elan the cyclist to wok the bike cg and into place and animus the need to physically kh the bkyde • hunt tire drops into o famed upper 'porker did' offers the following ar k-tagec 1. Accommodates wheels ol ration sizes 2. Holds the bile in a seam, upright and angned position 3. Prevents the hike ham rolling backwards or lipping ode to side 4. Allows the rydnl to release the bicycle, freeing both hands to lock the Wryde. S. Allows the weigh of the bicycle to he darrhbuled on both tin Eke in the normal hennaed MOUNTING OPTIONS ( (lease set'INSTAl.AT10N SEC- 1101r fa deeded mounting cptian): Embedded mount a pemaent flanged surface mount. Designate' -E' fa embedded rods or for Hanged tacks after the model number FINISH OPTIONS: Hadhped g0ranizd (standard 6 rec- onmended); polyester powder mated (opladl them- plastic powder coat (optional); stddess steel with a 74 satin finish (optional). Designate G';'- P',' -1, a -- SS' for galradzed powder coaled thamop(astic coated or gainless steel faith respectively after the mounting designationL • Intuitive, potent pendug design provides two pain support • Bicycle shaped finial makes the rod easily identifiable. • Simple design has a sand footprint, is econemica4 is easy to instal, 6 spare efOdent and offers excellent sating ageing theft. • Yedicd pat 6 constructed tram either 13' I.D. Schedule 40 steel pipe or Ter shucked and medmiiml steel tubing and locking loops are comructed from N'so&d round bor. • Facial can be aNmized with a city, state, goremmenl business, or school name/logo or design Finish Options: Had? galvanized (standard d roam. mended) polyester powder mat Ioptimdl, thermoplastic pow- der coat (optioned), and cadess steel (eplend). MODEL* CAPACITY LENGTH VT 4 25" VT6 6 51' VT 7T • %' X T famed Hat bar with %'solid round bar locking soaps • Rock claws cyan: to lack both the Game and Fire of the Wryde to the locking loop fa maxbmm security • Famed channel glides the 6icydei ties into plow • Wall romp comes it two d(feront lengths to maximize space by elating rock heights to be staggered • Unique mounting plates allow the rock to mount to both the wall and floor for extra saran/ and stcbifiy • Ideal fa UShapd, cable and den locks Montag Op tions: Surface wall mounted Finish Options: Hot dp galvanized (:andad and recom- mended) Polyester powder ma (optional) thermoplastic pow- der east (optional) and stainless sled (optional(. The. SwizzleStick Rack,, Model SSR" t : • 'Also Avallablein Square Tubing . MODEL t DESCRIPTION /MAXIMUM CAPACITY DIMENSIONS WRI Wall Ramp Bicycle Rock /1 bicycle 691 X 501 X 32 1) WRI -X Extended Wall Romp /1 bicycle 731 X 501 X 3271 MOUNTING OPTIONS (Please see 'INSTALLATION saner for detailed mounting optian): standard embedded moan or pemanent flanged suface mans. Designate' -E' for embed- ded co ".F' for flanged alter the model number. FINISH 0700115: Hotdpped galvanized (standard & recom- mended} polyester powder coated (optional); lbemopiaoic powder coal (optional); stadess steel with a 14 satin leis (optional). Designate'-G';'4",'4', a'-SS' tor gafro- rized powder tooted ihermopiostic coated or gainless sled finish respectively afar the mourning designation Wall Mounted. Racks 1.800.64408467 .Inverted "U "racks — Models SUie and WUTm • Fdxicaed from IS I.D.11.9 or 20'1.9.12 N' 0.0.1 ASTN AS3 Sdredde 40 Stet' Pspe. • IS LD. rods are designated SU IS and WU I5 and 20 ID. rods ore designated SU 20 and WU 20. • 6sryde makes Wart with the rack n two places for odd- timid stobdry and scarily. • Simple, attractive, economical a T7: — and space saying design is ideal fie for ally xdewakL • Optimal ceder crass bas ard- able to make the racks more AOA friendly and to provide greater strinkty • MOUNTING OPTIONS (Herne see 'INSTAIL9110N SECTION' fa deluded mauaig optioal. embedded mast (imdodl a flanged surface most (optiad). Designate' -E' for embedded ions a' -F for Bolted rocks din the model rumba. 5020.655 . Square Tubing Inverted 'U" racks- Models ,SUSCI 2 and WUSQ 2 • Made from T x T 8188 wall square tubing (thicker wal than T Schedule 40:ed pipe). • Available in d to same sizes, firishes and mounting option as to 5U and WU tacks. MODEL R DESCRIPTION CAPACITY LENGTH SU50 2 2" Square Steel Tubisq 5U rack 2 14' WUSO 2 2' Square Steel Tubing WU rack 2 30' ROIL OIIEI 1190981LS0 AMAULIE Bike Fenie'"- BF Series?" - • Also avagcble is square tubing • One of our most rugged bicycle rack designs. • Enables bicycles to stand uptight. • Continuous mig welds al all joints for unsurpassed strength and duro8Vi. • Asulahle is 7 stmdod saes to aaonmodae 4 though 24 bicycles. • Double a single side lading. • 2' I.D. Schedule 40 Heel pipe end frames and headers and (' I.D. Schedule 40 vernal slats. • Standard hot-stoned galvanized 1iidL • IX' 0.D. Schedule 40 sled pipe loop construction with X' :eel flat bar runners • Double side loading fa maximum use of space Ids for salads, udversities, apartment complexes and MODEL 0 DESCRIPTION /MAXIMUM CAPACITY DIMENSIONS R( 10 5 Loop Riomge /10 bicycles 581 x 2411 x 260! R( 12 6 Loop Ribcage /l2 blacks 721: 24'0 x 26"W RC 14 7 loop Ribcage /l4 bicycles 661 x 2411: 26'9 RC 16 8 Loop Ribcage/16 bicycles 1001: 2414 x 26'W RC 18 9 Loop Ribcage /IS brcycks 1141.4 2411 x 2601 RC 20 10 Loop Ribcage /20 bkycks 1281 s 24 26 "'OTHER SIXES ARE ALSO AVAILABLE UPON REQUEST • FINISH OPTIONS Hotdipped galvanized (standard & recom- mended); polyester powder mated (optional); thermoplastic powder mat (opliorn(r saidess steal with o 74 satin finish (append). Designate '- G','- i" -T' or '-SS' for gahra- dzed powder coated thermoplastic cooed or stainless tied finish respectively alter to mounting designation. • OPTIONAL (ROSS BAR Neese designate' -(8' after finish option for optional aoss bun. NOTE Sgeae tithing models shown below. 15" I.D. SCHEDULE 40 STEEL PIPE MOM I 0050PT orr (APAOTY LENGTH SU 15 15' ID. Schedule 40 pipe SU reek 2 21" WU 15 1S LD. Schedule 40 pipe WU rock 2 30" NOTE 01HFA IEN601S 1st ALSO /ALUM 2.0" SCHEDULE 40 STEEL PIPE MOOR 0 DESCIPTION CAPACITY LENGTH SU 20 2.0" LD. Schedule 40pipe SU rock 2 WU 20 7.0' ID. Schedule 4O pipe WU rah 2 MIL 00117 USm00 605 ALSO 106.4BLE 21' 30" • Offers all the advantages of the SU and WU racks with the added advantage al far seperior searity ( please see lop of page 31. shopping malls where space minimization 6 o must • Backward loading of Wrydes allowing frame and tear fire to be locked for maximum security • Aradabie is 6 smdard sins to accommodate between 10 and 20 bicycles (Optimal sizes evadable) • FINISH OPTIONS: Standard batdpped gahn- nixed Palish • MOUNTING OPTIONS: Permanent nrfhm mount a ',seasoning . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 02874 /CRE BuyLine 0137 HODTIl DESCLPIION /MAIIMUI1 (AFAOTT 0IN RSIONS BF -4 4 spat Bite Feea /ticks 331. x 34 x 310! BF -6 6 space Bite Feece /8 bicycles 491 3419 x 3 1 1 9 BF -8 6 space Bike Faur[_IO bicycles 651 x 34 x 310! BF-17 12 space Bike fence /14 bicycles 9TL a 3411 s 3101 BF -16 16 space Bike Fenn /18 bicycles 1291 x 34 x 3101 BF-70 20 space Bike Feau /22 bicycks 1611 x 34 x 31171 BF -24 24 spore Bike Fense /26 bicycles 1931: 3414: 310! 1018 0100100000 10A81NE Ribcage'"! -RCi" Series , ' - 'Also avallabte to Square Tubing a CREATIVE PIPE, INC. Thunder6oif Wide loop —WTBne Series • Modfied serpentine style rock aOc•s poking of nun Ides or as motorcycle per loop. • Available in three standard sun to accommodate 4, 8, or 12 bicycles. • Avaiable in a standard embedded man or optical Dinged surface moms. • Standard holdpped gdrmized finish and optional powder MODEL r CAPACITY LENGTH XH 4 4 30' HH8 8 68' FIN 12 12 112_ Mu e.dd4 Ate t eS1Y 1111 dl s was towed of ewdaad tamp • Innovative design allows the bile to make contact with the rack al two points Ice increased stoWity. • Available in 4 standard sizes to accommodate 4, 6, 8 a 10 Likes. • Amiable in standard embedded mant a optimal surface mourn. • (animated from 2 x 2' (.188 woo) square structural and medicaid steel tubing (recommended), 26' 0.D. (.154 wall) Schedule 40 sled pipe, or 1.9' 0.D. (.145 wall) Sdwdde 40 steel pipe. • MOUNTING OPTIONS: Freestanding; permanent saline mount; permanent flanged mood; a embedded mount. Designate f5' She' F',' -E',for Ireestandag, surface mounted, flanged a embedded mount respectively after the model designation MODEL r CAPACITY DIMENSIONS IF 4 281 a 36110 20'W 81 6 6 541 a 36'H r 201Y IF8 8 791 x3611 a 201 IF 10 10 1051. 36 a 3011 HammerheodT i -HH^" Series coated, thermoplastic a Satin 84 stainless steel finish • Heavy duty 2 Sr 0.0. ASTM (.154' wall) Schedule 40 steel pipe caNNGlan. • MOUNTING OPOOKS (lease sat 'INSTAUAOON SECTION' fa deeded mowing op8on) embedded mood (standard) or flanged surface mard (apron. Designate-E' for endsed- ded rads of fa flanged rake after the model r nbee. 2 2 • WSde loop radon of the popular Thsnderboll' Series offering more space under welt loop. MOOEL 4 CAPACITY LENGTH 21' W08 3 WTB 5 WTB 7 S 7 59' 9T W199 9 135" WTB 11 11 173' YRB 13 13 211' Mu ewekeho qae DAR Enforcer^". Rack -EFT"! Series 'Also available-in square tubing • FINISH OPTIONS: Hol4pped galranlzed (stan- dard B recommended); polyester pa da coat- ed (optional); thermoplastic powder coat (optimal), stainless steel with a 14 satin finish (optimal). Designate' -G'; " -P', " -8" a 'd5' for gdraized, Karla coated, thermoplastic coated, a stadas steel finish respectively after the mounting designation • Potent applied fa • 0958 OPTIONS: Hol•dpped galvanized (standard & rerorn- mended); pdyesta powder coated (optimdk thermoplastic powder coat (optional); stainless ded with a N satin finish (optional). Designate '4', °-P','-1', a ' -55' la gdra- rized, powder mated, thermoplastic crated, or stainless steel Nish respectively after the mounting designation 1•800•644•8467 0 yLine 013 BuyLine 0137 Wall Hook •Wed fa areas such as parkngg aogeswhere spas 66dted • MaaaingflnpehwNructedfranX'X7flatbor • Wads egoa8ywell with Laces d ell saes • RadbehsearywaX pig brae ,or bean nine places ard • Semple, ineapernive design allows the rydsl to lark both the feat resat dagr d boa for uasepmsed strength ad security frame and the lire of he biryde to the losing loop for • Rack height can be staggered to maximize space maximum seaairy • Ideal fa popular U. shaped, chain and caue biryde larks • Design disAAutes the weigh of the brie ce the wheel frame Mounting Optima Surface Wall Mounted Weal of on one of the spokes as is typical with most other Finish Optbas: Hal* gdworized (standard d remm woo tad products thereby ebni citig the risk of Easing mended) polyester polder coat (optional), thermoplastic pow a breakup costly spokes der mat (optiand), and stainless sled (optional). • Hook, bate and locking loop are conNrated from extra stout X'soGd rand bat Custom Racks and Designs At (scathe F5pe, Inc we have a huge bending and fabrication fealty and have the able/ to make adorn cads, benches, tables, sculpts, fence rods and other site (unishkgs. We also have slate laser antig capabi6es a l are Atari and able to work with aNOmers to ful- hi requests fa Warn products us today and see what wecmdofor you. Stdedard Bkyde Rack and Bokcird Color Selections - Custom Colors Available , Materials 1. Hot - dipped galvanized, Powder Coated & Thermoplastic Coats Bent pipe bicycle cods, Wards and site furidirgs are fabricated from Schedule 40 ASfM 053 steel pipe or T z 7 ASTM (.188' Wall) drub turd and methodic' square steel tubing 2. Stainless Stroh Opiand stainless steel products ore constructed from Schedule 40 ASTM A312 TP 304 stan- less ded pipe with a i4 satin finish. MODEL 00 DESCRIPTION /MAXIMUM CAPACITY DIMENSIONS WHI Wall Hook Bicycle Rock /I bicycle 481 X 19 X 6'W r! ! i CPOP' BANNER POSTS LABRADOR RACK CUSTOM RACK FOR M<DONALD'S •.1. SOFA RACK FR -2'" BIKE RACK Finish I. Hatdpped Gahadndc Gdronized products are hot. doped gdradted subsequent to fabrication and hand fled to remove any flash 2. Polyester Powder Coat Powder coated products are sand blasted subsequent to fabrication to eliminate any rust a other foreign panicles. During the powder coating process, the rads are cleaned using the phosphate method, elatratalim8y sprayed with a triglyudyl NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. isoryonurate (1618) polyester pander coal, and baked to an mm at 400 Fahrenheit. 3. Thermoplastic Powder Coat The appGoation of the thamopla160 powder mat is cicada to that for a acd- tiad polyester ponder coat. However the end result is a mere durable, impact and caaosim ;Mont, biryde friendly Nish width can be repaired in the field. 4. Stainless Stook Satin 04 Finish. 9 0 1 ? M P I C ASSOCIATES COMPANY b. Relationship to Street Front e. Shared facilities Architecture • Engineering • Construction Services 701 Dexter Avenue North #301, Seattle, Washington 98109 Tel: (206) 285.4300 / Fax: (206) 285.4371 E-mail: olympic ©onc- intl.com c. Street Corners Not applicable to this project. d. Continuity of Site with Adjacent Sites ATTACHMENT E RECEIVED FEB 21 2003 COMMUNITY DEVELOPMENT PROJECT CONSISTENCY WITH DECISION CRITERIA KFC Taco Bell Tukwila International Boulevard CRITERIA FOR BAR REVIEW OF DEVELOPMENTS IN THE TUKWILA INTERNATIONAL BOULEVARD CORRIDOR 1. Site Design a. Site Design Concept The site is laid out to provide a straightforward relationship of the building to parking areas, driveways, and drive through customers that would be typically encountered at a restaurant of this type. Attention is also given for prominence of pedestrian access from the adjacent sidewalk to be constructed along Tukwila International Boulevard (T.1.B.) as well as a proposed mid -block crosswalk in front of the building. Landscaping is designed to complement the upgrades to T.I.B., as well as to frame /screen the parking areas, and enhance the existing perimeter landscaping — particularly along the east edge of the site adjacent to an existing apartment complex. The front entrance to the restaurant faces T.1.B and connects to the sidewalk frontage with a raised 12' wide concrete walkway that also aligns with the proposed pedestrian mid -block crosswalk. No parking is provided between the front of the building and the pedestrian street access. The building size, massing, scale, and setback are similar to the Wendy's restaurant to the north of this site. We anticipate that other commercial properties adjacent to the site will be redeveloped, and will more closely conform to the TIB design guidelines than the ones that currently exist. The site has perimeter landscaping that ties into landscaping on adjacent properties, an easement across property to the south allows for a shared driveway access from S. 152 " street. f. Site Design for Safety The pedestrian connection to T.I.B. is designed to be more prominent than a one -way return driveway from the drive through lane, by interrupting this driveway and creating a natural "speed bump" or control of traffic. The front entry is framed by decorative bollards at each side of the walkway, which also enhances pedestrian safety by providing a barrier from vehicular traffic. Internal directional signage will clarify direction of traffic utilizing the drive through as well as returning to TIB or S. 152 " street. Circulation of traffic on site is laid out to provide for separation of vehicles waiting in line at the drive through lane from customers parking and walking into the restaurant. Vehicular access to and from T.I.B. is right turn into and out of the site only, eliminating left turning traffic. The building design allows for observation of the front entry access and parking along the side from the dining room and front counter. The drive through window will allow for monitoring of the north side of the property and customers placing orders from their vehicles. Exterior lighting is located to provide for uniform lighting of the driveways and parking areas, as well as uniform lighting of the building exterior and entrances. The lighting design is controlled to avoid glare or spillage onto adjacent properties or the street frontage. Landscaping is located and selected so as to enhance the overall site and building design, without creating barriers that may become a safety concern or visual screen of critical areas. g. Siting and Screening of Service Areas The trash dumpster and recycling are located at the rear of the building within an enclosure that is integrated with the building design, this will not be readily visible or apparent from the frontage or street. Truck loading is also at the rear behind the building. Service vehicles are scheduled during low traffic times and when the restaurant is closed to avoid interruption of customers. h. Natural Features and Sensitive Areas Existing trees are retained, where feasible, and integrated into the site design. i. Surface Stormwater Detention Facilities Site drainage and water quality are designed in accordance with county requirements. j. Pedestrian Circulation Raised concrete sidewalks are provided to link all building entrances as well as provide a connection to T.I.B. as described above. This also provides for a direct pedestrian link to an adjacent transit stop at the southwest corner of the property. k. Pedestrian Amenities Refer to previous responses regarding connection and walkway from T.1.B. 1. Vehicular Circulation Site is laid out to provide an efficient circulation pattern and provide the required number of parking spaces as well as to separate pedestrian from vehicular traffic as noted above. Site is also designed to allow for drive through customer traffic to stack along the north edge of the site, separated from the parking lot areas and traffic. Page 2 of 4 r „,"44, KFC Taco Bell Tukwila International Boulevard m. Parking Parking is provided in accordance with municipal code requirements, no provisions for shared or reduced parking requirements with this type of use. z 2. Building Design ;= w cc a. Architectural Concepts 6 v 00 Building is designed to enhance the entrances and emphasize the "multi- brand" concept of a single u) W building containing two distinct restaurant types through the use of tower elements, variation in cornice H elevation, and accent colors. These are integrated into an overall design that utilizes a straightforward u) 0 building layout and circulation pattern. w b. Architectural Relationships u d The building design is complementary and sensitive in terms of style, character, scale, and color to the H ui adjacent Wendy's restaurant next door to the north. Other adjacent properties do not appear to be z applicable in terms of having a design character to relate to, and will likely be redeveloped or upgraded in z O the future to more closely follow the TIB design criteria. ui D o c. Building Elements, Details, and Materials 8 co 0 I -- Tower -like elements are employed at the front entrance and most prominent corner of the building as well = v as at the side entrance from the parking lot. Projecting cornices and accent bands help to define the scale I-' of the building and reduce overall mass through the use of shadow lines and variation in color. Canopies u" z also define a more pedestrian oriented scale and character. Indirect lighting is integrated into a mid height u.i to horizontal band as well as into the canopies. This allows for a uniformly lit exterior, while the H H illuminated canopies provide a more welcoming and secure feeling entrance and also help to relate O illuminated building signage with the overall design. Z d. Pedestrian - Oriented Features Scale of entrances through the use of horizontal banding and canopies as noted above provide a pedestrian scale to the building, canopies will also provide weather protection at entrances and front sidewalk areas. Use of tower elements, color, and variation in building form also help to enhance and provide interest to entrances. e. Mechanical Equipment Building parapets will conceal rooftop mechanical units from view from onsite as well as from T.I.B. or neighboring properties. Electrical and gas utilities are located at the rear of the building and are screened from direct view. 3. Landscape Design Page 3 of 4 KFC Taco Bell Tukwila International Boulevard Landscape design is in accordance with city code requirements, and enhances the site layout, entrances, and parking, as well as integrating existing trees and landscaping into the design where feasible. Attention is given to the street frontage improvements along T.I.B. as well as creating an appealing pedestrian environment. Plant types and specifications are to provide for hardy low maintenance !M' 4. Signs A. All Commercial Areas KFC 'Paco Bell Tukwila International Boulevard landscaping that is native to the Pacific Northwest, and fares well in this environment. A significantly larger interior parking lot landscaped area is proposed than is required by code. Building signage quantity and sizes are proposed in accordance with city code requirements. Building signage is integrated into and framed by the tower elements and further enhance the building entries. Signage is sized and located to accommodate pedestrian as well as vehicular traffic. Directional signage is proposed on site to clarify traffic flow and direction from the drive through lane, exiting onto T.1.B., and to clarify access back onto S. 152n Street. Directional signage will be incorporated into the landscaped elements and sized to provide for necessary visibility while minimizing the impact on the surroundings. Building signage will be acrylic -faced internally illuminated signs; that will coordinate with and be complementary to the lighting provided on the building exterior and canopies. Signage colors are integrated and matched with accent colors and architectural details on the building. 5. Consistency With Adopted Plans and Regulations We feel that the proposed KFC Taco Bell restaurant meets the applicable criteria of the Tukwila International Boulevard Design Manual, as well as relevant sections of the City of Tukwila Municipal Code. We believe that this project will be an enhancement to the area, will establish a precedent for future improvements to adjacent facilities, and represents a higher standard in terns of design, character, and appearance for projects of this type. Comprehensive Plan Policies Related to Design Review This project is designed to provide for a clear and efficient flow of traffic from T.I.B. as well as on site, with consideration for control and separation of pedestrian and vehicular traffic. Site layout provides for security by avoiding dead end or "blind" areas and to allow for monitoring (where possible) of site areas from within the dining area, drive through window, and front counter. Parking is provided as required by municipal code, and lighting is designed to comply with code requirements as well as to provide security. A perimeter landscaped buffer is provided and includes a code required buffer along the east side of the property adjacent to an apartment complex. D. Transportation Corridors As noted above, the project provides a pedestrian walkway that connects the front entrance to a new sidewalk along T.I.B. as well as to a new mid -block crosswalk. This also provides a direct and readily identifiable access from the new transit stop at the southwest corner of the site. Canopies are provided along the front and south side (above the sidewalk along the building), to provide weather protection for pedestrians. The dining area at the front of the restaurant provides ample glazing on three sides of the building allow for views into and out of the building. Front and side facades have a varied cornice height and provide for tower -like elements at entrances and corners. Raised sidewalks are provided to allow for pedestrian access from T.I.B., as well as the parking areas next to and behind the building. Interior landscaped planters are provided within the parking area, typically at the ends of parking sections, at a total area approximately 40% higher than required by code. Trash and recycling areas are screened to tie in with the building design and located to minimize visibility. Rooftop mechanical units are concealed by high parapets. Parking is located to the side and rear of the building, with the building pulled out and oriented towards the street. Page 4 of 4 r"`t"'n 3!'_t . L MOMM sc m *"r t'pMyz ma;-1 U! ua U' /: 19a • v 360/943 -1723 FAX 360/943 -4128 Methodology Wash.Forestry Consult. Inc 360- 943 -4128 WASHINGTON FORESTRY CONSULTANTS, INC. FORESTRY AND VEGETATION MANAGEMENT SPECIALISTS - Tree Evaluation and Protection Plan - KFC /TACO BELL 15036 International Blvd: Tukwila, WA Prepared for: Olympic Associates Company Prepared by: Washington Forestry Consultants, Inc. Date: May 6, 2003 Introduction and Overview The project proponent is planning to redevelop an existing restaurant on 0.906 acres in Tukwila. The proponent has retained WFCI to: • Evaluate all existing trees on the site pursuant t6 the requirements of the City of Tukwila's landscape . and tree protection ordinance. • Make recommendations for trees suitable to be saved, along with required protection and cultural measures. Observations Pursuant to this request, WFCI has individually evaluated each tree over 1" DBH (Diameter at breast height) in the proposed project, and assessed its potential to be incorporated into the new project. The tree evaluation phase used methodology developed by the International Society of Arboriculture. The evaluation of the tree's condition, included assessment of • Live -crown ratio, • Lateral and tern growth rates, ..,,,,,,,,.. —._ ':,e`en,., nr' °roa, i ^ n tA^ c��'! �+=! �5�. �`.,' ew` �+ ,s' ATTACHMENT F p.2 W F URBAN /RURAL FORESTRY • TREE APPRAISAL • HAZARD TREE ANALYSIS RIGHT -OF -WAYS • VEGETATION MANAGEMENT • ENVIRONMENTAL STUDIES • CONTRACT FORESTERS Mnmhgr of ln!Arnatinnal Snriety of Arhnrinulture and Society o/ American Foresters C 1919 Yelm Hwy SE, Suite C Olympia, WA 98501 z _ • JU O 0. rn 0 tow J H • V_ W LQ -a =w H = z � t- 0 . z t— 0 O c o O — O I— W w L I 0 WO Z U = 0 ~ z iia�• iv/ u:3 1.17: 19a Wash.Forestry Consult. Inc 360- 943 -4128 Page 2 — KFC/Taco Bell Tree Evaluation and Protection Plan 5/6/2003 • Presence of dieback i `tpinor and major scaffold .b fiches . and twigs • Foliage color, ° ;'.; f} . iac • Stem soundness`an ' tht r structural defects, • Visual root collar examination, • Presence of insect or disease problems. • Windfirmness if tree removal will expose this tree to failure. Site History Washington Forestry Consultants;.4n.e.._ Olympia, WA ' y In cases where signs of internal defect or disease were suspected, trees were cored to look for stain, decay, and at diameter growth rates, and root collars were dug to look for the presence of root disease. In all cases, the overall appearance of the tree was considered relative to its ability to add value to the project, and the scale of the tree and it's proximity to structures is considered. Lastly, the potential for incorporation into the project design is evaluated, as well as potential site plan modifications that may allow the tree(s)cta.be:protected in the project. Trees that are preserved in " must be carefully set; , 't:tio make sure that they can survive construction impacts; adapt to a new environnwn ' - 'and perform well in the landscape. Healthy, vigorous trees are better able to tolerate impacts such a root injury, changes in soils moisture regimes, and soil compaction than are low vigor trees. Structural characteristics are also important in assessing suitability. Trees with significant decay, disease, and other structural defects that cannot be treated, are likely to fail. Such trees should not be preserved in areas where damage to people or property could occur. Trees that have developed in a forest stand are adapted to the close, dense conditions found in such stands. When surrounding trees are removed during clearing and grading, the remaining trees are exposed to extremes in wind, temperature, solar radiation that causes sunscald, and other'':influences. Young, vigorous, trees with well - developed crowns are best able to adap ttio' changing site condition$: ", • The site is within a commercial area in Tukwila. It was previously cleared and developed for a restaurant many years ago. Virtually all large trees were removed from the site. The old restaurant building and parking lot occupy the majority of the site. The site is bordered by Wendy's to the north, a mobile hone park to the east, an auto repair shop to the south, and International Blvd. to the west. Three -phase overhead powerlines occur at the front of the parcel along International Blvd. 2 p. 3 1141+;; ut ua u t: 1 Page 3 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Soil Depth and Productivity The native soils were disturbed when the site was previous developed. The soils are gravelly sandy loams with -several inches of sandy loam in the landscape beds. The soils appear to be well drained with no barriers to rootpenetration. Existing Trees wash.horestry Consult.Inc 360- 943 -4128 p.4 There are 32 trees on site that are larger than 1 inch diameter measured at breast height (DBH). They include seven species of ornamental trees ranging in diameter from 1 to 11 inches (DBH). One `volunteer' black locust occurs along the west edge of the parcel. The trees are all planted in landscape beds. Washington Forestry Consultants, Inc. Olympia, WA • hoto • . iew of trees - . ew is east to west along south parcel boundary. Note #7 is in decline, 115 & 6 are dead, and #4 is alive, but topped and diseased (WFCI 4- 30 -03). 3 # COMMON NAME BOTANICAL . NAME DBH (IN) • CO RECOMMEND 1 Vine maple Acer circinatum 2 Poor; Sunscald on 1 of 3 stems; Save - Crown clean; Remove 1 damaged stern; 2 Aspen Populus tremuloides 5.4 Poor; Previously topped; Dieback and stems cankered with Valsa sordida. • Remove — short term tree due to damage and disease 3 Aspen Populus tremuloides 4.5 Very poor; Previously topped; Infected with Valsa sordida; Sap rot fruiting bodies on lower stem; Remove 4 Vine maple Acer circinatum 2 -3 Fair; Previously topped; 5 stems; Save - Crown clean; 5 Aspen Populus tre nu .,... � ;; • - _ 5.8 Old stem wound 5 "x8 "; Previously topped with severe bark tear; Cankered'with'•Valsa sordida; ._..... . Remove 5 -a Aspen Populus '' "' '. tremuloides 5 4 Dead — topping'and subsequent canker development • Dead — topping and subsequent canker development Remove Remove 6 Aspen Populus tremuloides 7 Aspen Populus tremuloides 5 Very poor; Very thin crown due to topping, canker; Remove 8 Aspen Populus tremuloides 5 Very poor; Previously topped and cankered; Remove 9 Japanese Cherry Prunus spp. 6 Fair; Previously topped — could be pruned to restore crown; Save — crown clean to restore crown; .10 Japanese Cherry Prunus spp. • "; =` • . 7 Very poor; 'h of crown dead; "' .. Remove 11 Japanese . Cherry Prunus spp. `' .,. , } . . .. 8 Very pony " Severe stem wound and•tecay; Previously;,topped; Remove 12 Japanese Cherry Prunus spp. 6 Very poor;' Similar to #11; Remove 13 Japanese Cherry Prunus spp. 5 Very poor;.Similar to #11; Remove 13 -a Vine maple Acer circinatum 1 Dead Remove 14 Vine maple Acer circinatum 1.5,1 Fair Save — crown clean y . ua u•l: i is Page 4 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Tree Condition. — The condition of the trees ranges from dead to good. Past maintenance included side trimming and topping. No pruning cuts were made properly. This has resulted in severe damage to many of the trees. The following table provides a summary of the trees, size, and condition, along with recommendations for retention or removal. Table 1. Summary of the existing trees, size, condition, and recommendations. Washington Forestry Consultants, Inc. Olympia, WA Wash. Forestry Consult. Inc 360 -943 -4128 ..' i '.,,. 1 . � w Y.'".,,...' ° p'. t�'r YTw�� � sn z t� t S> �F? w �. rn*, v+ zv * r,.r � +rr. ` : .`,:,".`..�'r... �."...�.... 4 p.5 # COMMON NAME BOTANICAL NAME DBH (IN) CONDITION RECOMMEND 15 Vine maple Acer circinatum 2,2,1 Poor; Cankered - not identified; Remove 16 Black locust Robinia pseudoacacta 8,6,10 Fair; 3 stems; Forks near breast height; Save - crown clean 17 Shore pine Pinus contorta var. contorta . 10.4 Fair; Save - raise crown to 14' for truck clearance; Crown clean to remove stubs; 18 Western hemlock Tsuga -'. heteropli " 9,9 Good; 2 stem tree; Live, healthy; `_'; :' • -. . - Save - sidetrim to provide 14' of overhead vehicle clearance; 19 Shore pine Pinus contorta var. contorta 5 Poor; Severe basal wound 18 "x6 "; Save; Remove stubs; Could remove - would not need to replace; 20 Shore pine Pinus contorta var. contorta 11 Fair; Basal wound 10 "x8 "; Save - crown clean and raise crown to 14' for vehicle clearance; 21 Shore pine Pinus contorta var. contorta 7 Poor; Overtopped by #20; Save or remove; If saved crown clean and sidetrim for vehicle clearance; Save; Prune stubs; 22 Shore pine Pinus contorta var. contorta ' • 7 Poor; Part of cluster with 20 and 21; 23 Shore pine Pinus contorta var. contorta;;:' ,:':;.'. , ' 9 Good; • ' - . °•.'': Save - Prune stubs and crown raise for vehicle clearance; 24 Shore pine Pinus contorta var. contorta 10 Good , ...• ;: Save - Prue stubs crown raise for vehicle clearance; Save - Prune stubs and crown raise for vehicle clearance; 25 Shore pine Pinus contorta var. contorta 4 Fair 26 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 27 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 28 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; .... • Remove 29 Cherry Prunus. p ; . - 6 Very poo Topped, severe dieback.and basal sprouts; . Remove 30 Vine maple Acer ctrcinaturn 1,1,1,1, 1.5 Poor; 5 stems; severely topped; Remove Ma 07 03 07:20a Wash: For,.estry Consult. In ; ' 3 943 -4128 Page 5 — KFC/Taco Bell Tree Evaluation and Protection Plan Washington Forestry Consultants, Inc. Olympia, WA 5/6/2003 5 p. 6 ur uo ui :cua wasn.f- orestry Consult.Inc 360 - 943 -4128 M +1 9,itk.WFac^;,. .. r� rY Page 6 — KFC /Taco Bell Tree' Evaluation and Protection Plan Photo B. View of cankered tissue on stem of aspen (WFCI 4- 30 -03). All trees were numbered in the field with tags. The numbers ,in Table 1 correspond with the tags on the trees. Trees recommended to be removed :.ere narked at the base with an orange paint dot. Trees thaf Thad the potential to be savdd 4e:marked at the base with a blue paint dot. Tree numKOS ;are shown on Figure 1 (attaded) Off -Site Impacts There is a row of 5 Lombardy poplars (Populus nigra var..Italica) and bigleaf maples (Ater macrophyllum) along the east parcel boundary. These 9 trees range from 10 to over 30 inches in diameter. All trees are outside of the fence, and based on the site plan, appear to be on the parcel to the east. Branch growth extends over the property line and over the drive -thru driveway. The Lombardy poplars were previously topped and have grown new tops that are now over 30 feet tall. The new tops are hazardous to the adjacent property. There is potential that the tops could fail into,t, e driveway of the drive -thru. for the new restaurant, though the risk is moderate. Thebigleaf maples have some 440al• decay in the upper stems. The risk of failure into the . 44fikteay is moderate. Washington Forestry Consultants, Inc. Olympia, WA 5/6/2003 6 p.7 May 07 03 07:21a Wash.Forestr Consult.Inc 360 -943 -4128 Page 7 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Photo C.' Vlew:b :overhanging bigleaf maple braI c ies. from off -site trees. These trees:require sldetrimming for vehicle ciearance and to provide sunlight to the new landscape bed (WF '4- 30 -03). It is recommended that all 9 trees be sidetrimined to the stems to eliminate branches that overhang the driveway. New trees are proposed to be planted in a widened planter strip. This sidetiinuning will reduce shading for the new trees and shrubs in the planter strip. p. 8 W, '+... V 1 . LLO Page 8 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Potential for Tree Retention wcin.roresLr Lonsult.Inc 9EbU 943 - 4128 Discussion Fourteen of the 32 trees are' recommended to be saved,' ''These include one cherry, the black locust, most vine maples, most shore pines, and the Western hemlock. The aspens and chenies are so severely damaged by topping, sunscald and the resulting decay, and infection by canker diseases that they are dead, or are very short -terns trees. These trees should be removed and replaced. The remaining trees to be saved should have the recommended pruning completed to remove old stubs, provide vehicle clearance, and remove dieback within the trees crowns. oto 1 . ' ew o s i ore pines a ong nort parce ' oun • ary. rees require crown raising for vehicle clearance (WFCI 4- 30 -03). Washington Forestry Consultants, Inc. 8 Olympia, WA . p.9 Mai 07 03 07:23a Wash.Forestr Consult.Inc Page 9 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Pruning Tree Protection Measures Overhead Powerline Limitations Washington Forestry Consultants, Inc. Olympia, WA Recommendations 360-943 -4128 All recommended pruning should conform to the ANSI A300 (2001) standards for proper pruning and should be completed by, or supervised by an International Society of Arboriculture Certified Arborist. It is recommended that the pruning be completed prior to the start of construction to prevent truck damage to overhanging branches during construction. Trees in Landscape Beds. -- Trees to be saved should be protected during construction by orange mesh fencing, located at the edge of the parking lot curb. Off-Site Trees. -- The roots of the 9 off -site trees to the east should be protected during demolition of the asphalt and curb and creation of the new landscape bed. The asphalt should be carefully cut at the new parking lot edge. The slabs of asphalt can then be broken with a backhoe and the slabs and curbs be slid carefully off of the established root systems. All roots should be protected'as "much as possible. if roots must be cut to establish the new plantings, they should cut cleanly with a saw, loppers, br a sharp axe. No roots larger than 2 inches diamete'r"sliould be cut, and no roots Within 10 feet of the stems of the 9 larger trees should be cut. If irrigation is to be installed in this bed, then it should be installed at the back of curb and designed to irrigate the entire bed. There should be no equipment activity within the root zone of trees to be saved. No irrigation lines, trenches, or other utilities should be installed within the critical root zone of existing trees. If roots are encountered outside the critical root zone, they should be cut cleanly with a saw and covered immediately with moist soil. Noxious vegetation within the critical root zone should be removed by hand. If a proposed save tree must be impacted by grading or fills, then the tree should be re- evaluated by WFCI to determine if the tree can be saved along with any mitigating measures, or if the tree should be removed. The 3 -phase powerlines along International Blvd. limit tlie'size of tree that can be planted as street trees and landscape trees on this project. To avoid` future conflicts between the trees and powerlines, only utility friendly trees should be' p1`arited within 23 feet of the centerline (poleline) of the powerlines. Utility friendly tines have a mature height of less than 25 feet. :4; 9 p. 10 Ma 8 P7 03 07:23a Wash.Forestry Consult. Inc 360- 943 -4128 Timeline for Activity Please give me a call if you have questions. Respectfully submitted, Whg�p Forestry Consultants, Inc. Ga M. Wright, ACJASCA Certified Forester No. 44, Certified Arborist No. PN -129 Washington Faresrry Consultants, Inc. Olympia, WA Page 10 — KFC/Taco Bell Tree Evaluation and Protection Plan • 5/6/2003 1. Remove trees as recommended. 2. Prune trees to be saved as reconunended. 3. Cut and remove asphalt from east edge of parking lot. 4. Install tree protection fences as recommended, adjacent to existing trees to be saved. Maintain fences throughout construction. 5. Construct project • Summary There are 32 trees larger than 1 inch DBH on this project. It is reconunended that 14 of these be saved. These trees should pruned to remove old raise crowns, and clean out deadwood. The remaining 18 trees are diseased, dead;.or'in very poor condition and would at best, be short-term trees. These 18 trees should be removed and replaced. attachment: figure 1 potential tree retention plan • ij� 10 p.11 ._J May 07 03 07:23a Wash.Forestry Consult.Inc 360-343-4128 p.12 Page 11- KFC /Taco Bell Tree and Protection-Plan- - 5/6/2003 Figure 1. Existing trees and recommended retention. Washington Forestry Consultants, Inc. Olympia, WA 11 ROVITM May 07 03 07:24a Wash.Forestr Consult.Inc 360- 943 -4128 p.13 Page 12 — KFC/Taco Bell Tree Evaluation and Protection Plan 5/6/2003 GLOSSARY OF FORESTRY AND ARBORICULTURAL TERMINOLOGY DBH: Disinter at Breast Height (measured 4.5 it. above the ground line on the high side of the tree). Crown: Portion of a trees stem covered by live foliage. Crown Cleaning: Removal of dead, diseased, dying, defective, and damaged branches from the crown of a tree; • Crown Raising: Removal of lower branches for view or ground clearance. Cuts are made to the stem or to a lateral branch. Critical Root Zone: A radius from the trees stem of 1 foot,for each 1 inch of DBH unless otherwise determined by WFCI. For example, a 7 inch DBH tree would have a critical root zone radius of 7 feet. • Washington Forestry Consultants,.Ino Olympia, WA • APPENDIX I • • tl.l :•N i:• 12 " i its uiiuiu • r " . ; . , , , . , , , . � "witch i a i arilli •URI sill' INIUI I■ :i n :i mm lIni>•u.I.u.ii in i m II iini laiiir i uirniianiiir m IU IRIIU*$$MR .I RI i a•UUIRI1 illaiirim ''''' i>tiiiii11 'a ■ i i a i um !mu _ aa a i 1auaiiuiia i imiaiuiai rr�� iiiiss�ui .•iminU.RISSRuuIuiaauIaIn t •amm1I, a ilia rRIsinial NS■ UI iaiUIli•iauuisiaiuis RImislim Ili I isia..M•1• ii ilUIlilini m rluIalNuRma UIR nom RaR2 May 07 03 07:24a Wash. Forestry Consult. Inc 360- 943 -4128 Page 13 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Washington Forestry Consultants,.Inc._, . Olympia, WA APPENDIX II OIQR POSTS SHOULD $E MINIMUM 6' TALL • -BAR' FENCE POSTS 8 FT. MAX. o$ � ■ ' f �r = =u _1.: n- ��,��� n- I� =n:- ►:�1�:= tr - a =n= i�— u u,�u =n =n u= u= u= ��= n�u�nM'u= = Pi:.— =n -n= ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF THE TOTAL HEIGHT OF POST, ORANGE MESH PLASTIC USE 8" WIRE '11' TO SECURE FENCE BOTTOM THE TREE PROTECTION FENCE SHOULD 8E MAINTAINED THROUGHOUT THE CONSTRUCTION ANO GRADING, MO NOT TO BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHAD,.. EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ.SHOULO BE COMPLETED 8Y HAND TO.PREYENT DISTURBANCE OF NATIVE GROUNO COVERS NO CUTS CR FfLL$. UTTLff1' TRENCHING,. MODIFICATIONS TO (DRAINAGE. OR CONCRETE .RISE. WATER SHOULD IMPACT. THE RPZ. NO WIRES. CABLES, OR OTHER. OEYICES SHOULD'SE ArACHED•TD PROTECTED TREES OURTNC•CONSTRUCTION. IF IMPACTS'MRST„OCCUR WITHIN THE RPZ. CONTACT: WE'C1..PRIOR TO THE OPERATIDN8 OETERMINE THE PRoPER PRO URE I• THE TO PROTECT ,IREE'S HEAL IN KFCI PAGER: 358/41 9ID68). TREE PROTECTION FENCE DETAIL 13 p.14 z w 6 00 u D (� W W = F-. W U-Q = a E• W z = zF- W F_ W W U ' IL O z W U = 0 z doe: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 File Number: E03 -008 Applied: 02/21/2003 Issue Date: 05/08/2003 Status: ISSUED Proponent: BRAD MINOGUE, OLYMPIC ASSOCIATES Lead Agency: City of Tukwila Description of Proposal: Demolish the existing Burger King building and construct a new KFC/Taco Bell restaurant Location of Proposal: Address: 15036 TUKWILA INTERNATIONAL BL TUKW Parcel Number: , 0041000525 Section/Township /Range: NW 22 -23 -04 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) E03 -008 ATTACHMENT G 22 3 . g, Teo 3 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21 C.075) Printed: 05 -07 -2003 z = Z JU 0 UU J = F- LL W J u. a . = W H z i- H O z ILI I - uj U � O N 0 I— W W 0 . tL O .. W U= O ~ Z Project: / T ( it .! •- , . ( .( ; ) , . 1 Type ofinspection: 0 (.t t'' '.1... I Address: i ....._ ((.. i • , -'■ r Date Called: U Special Instructions: 1 ; Le ,. k . I : • • . Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECO a Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - PERMIT NO. (206)431-3670 El Approved per applicable codes. IlCorrections required prior to approval. COMMENTS: • 111 LAA/k....t...e.-ettia V i k st ( el A ( A e, 4-4 " IN A A r I , ti 1'4( )'' C f--- J. / ictt (Lc -pp) • I 2 u t 141( 1 e:• I-1 , - • i.1 I.:, i • Inspector: _ (. Date: -; I v 1....■ rj $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 03/24/2004 16:43 FAX 253 475 1(. TEC - CONSTRUCTION Southgate Electric 18940 Des Moines Way So. Seattle, Washington 98148 Attn: Herb Steiger Herb: Tacoma Electric Supply 1311 South Tacoma Way Tacoma, Washington 98409 March 24, 2004 Subject: KFC/Taco Bell International Blvd. Tukwila,Wa. Ref: type A6 Quick Crete: Concrete Bollard I am sorry to advise you I will not have an accurate ship date until tomorrow. We are waiting for the production manager to update his schedule which we will have in the morning. You are aware of the situation regarding shipment of incorrect material. Due to job site conditions this material was stored for sometime and no one was aware the material was incorrect until installation was begun. This product is made to order and components are not factory stock, when we were informed last week incorrect material was on site everyone involved went into expedite mode to assure delivery in a timely manner, normal lead time is 4-6 weeks Quick Crete has been able to reduce this time by a couple of weeks. I will advise you in the morning actual ship date, we also have requested a direct carrier who can get here in three days after shipment. I apologize for any inconvenience this has caused. gl001 /001 - r- ,ha.�.:.i;+twa:. ,::..-:+. a: s: 7N 7x_ ny 'v ter` i. sl: eCK..±. a` rti"+`. cr"' t`'`". o: St , Y:'L'�:€iaYp:kaaRtrh:'cas�Sr1P z _ w 00 u) 0 w= J H u 0 D. I ._ z � o z U • a o I- w u 'i 0 LLB z • F. z January 27, 2004 Ms. Minnie Dhaliwal Senior Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Request for Minor Modification — Trash Enclosure Design Revisions KFC Taco Bell Tukwila 15036 Tukwila International Boulevard File Numbers L03 -011 and E03 -008 Dear Ms Dhaliwal: Enclosed are two copies of revised site plans and trash enclosure detail sheets for the above referenced project, including revised civil and landscape drawings. An issue or concern with the design and location of the enclosure was expressed by Taco Bell Corp. following permitting and start of construction. Conditions for their approval of the project was that the enclosure be covered with a roof and be finished to be more compatible in appearance with the restaurant building. We have enhanced the design to provide a roof and changed the exterior finish from plain CMU block to CMU block with a stucco finish to match the overall building color. A parapet with a projecting cornice detail was also added to match the restaurant. We hope that the improvements to the enclosure are acceptable to the city and considered an enhancement of the project. Required documents have been submitted to the building department for a revision to the permit. Give me a call if you have any questions, thank you for your assistance. Sii erel , J Brad Minogue, AIA Project Architect OLYMPIC ASSOCIATES COMPANY Architecture • Enyir;eerrnq • Project Man,.r,lemenr 701 Dexter Avenue North i1301, Seattle, WA 98109 -4342 t: 206.285.4300 f: 206.285.4371 w: viviw.olympicassociates.com Newspaper Publication Date The Seattle Times 05/09/03 The Seattle Post - Intelligencer 05/09/03 { 2045877 / 1 State of Washington, Counties of King and Snohomish, Affidavit of Publication /4/6 Subscribed and sworn to before me this 14 day of May, 2003 Daniel S. O'Neal being duly sworn, says that he /she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post - Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Notary Public and for the State of Washington residing at Seattle eo , Pool 4°4 kszt 1 4 414 „ PO4 ;:w,t' �;CitY of Tukwll`a; j; :ti %r. { ;PUB HEARING•NOTICEI; N otice::ls':hereby "91venthat` the CNy' of •.Tukwila! Board; of teatime! Review Will be holding a publicliearino on May 22 2003 at 7 ;00,p.m. located at .6200. South - center Blvd: to discuss the tol low. BOAR OF ARCH)TECTURAL REVIEW ,PUBLIC HEARING •.'... CASE NUMBER :A L03 -011.,. .:.•,_,.,..•.. APPLICANT : ,,, � ,, .A:', Olympic Associates Co. Demolish :existing 'Burger. King restaurant.. and construct_ a. new KFC/Taco Bell. restaurant: •>: LOCATION: ;: ',`,., *s;:a :. • 15036;';.•:Tukwila .International Boulevard:.. .S;i ^.;d ;•..;: Persons comment . o the .above .cases ',may do -so by written statement or by,oppear- ing at. the public hearing:' motton:on•the•above cases may be obtained at the Tukwila Plan. ping Division The, Cityencourag es. .you, to. notify; Your neighbors and'othe,. persons You !believe would.., be aftected:by,.the, above • Published May 9,2003 Sealtle_Tlmes bistribution :. z,...; Mayor, City.;; Clerk,!"4Property Owners /Applicants, t'. ::'AClacent Property Owners,and File.;•• a • z w ft 2 J U 00 rn o w= J 1- w w ,g2 I- w. Z � 1- 0 Z w w 0 O N cu w W t- 0 u 0 Z w - O - ~ Z 2045868 / 1 State of Washington, Counties of King and Snohomish, Affidavit of Publication Daniel S. O'Neal being duly sworn, says that he /she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post- Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: Newspaper The Seattle Times Publication Date 05/09/03 And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 14 day of May, 2003 Tsai,^, uLk::; i�, lrstx�ticswwi *:ri:Rr.'srcrtay'i:i+: Notary Pub 4 and for the State of Washington residing at Seattle tga.� " y .'WSMi b+M'..ui%Y4 a..r�+..Y.iw. tJi ti441.ti1 "V&�7iwQ Mcv 8, 20'; i >,;;F . +•' ! S)i . CIT:Y TUKWIL , .- NOTICE OF HEARING ECT' INFORMATION -'i- Olympic lissoclates Co ho5 filed an application for Design Review, File Number L03.011; to demolish existing; Burger.• King° restaurant and construct: a :new Bell;: restaurant. located .at :15036 Tukwila International Boulevard. You alit' invited: to` cnminent'on the :protect at• a.aublic hearing scheduled for May 22, 2003, at 7:00 P.m: beforeAtuV Planning Com- mission.: The hearing.. wilt. take plots at City Hall in Clly Council Chambers; ••'. : :'6200' '• Southcenter Blvd. TO confirm the timo and date before the hearing, ttall7he Department'of: CommunitY•'.De- velopment: at 206431.3670.1 For further information on this prop° sal, contact Minnle.Dhallwal,at 63000So thcenter lte 0100; Monday through • ,Friday; 8:30 a.m. to 5 :00 p.m::- ;.; Permits opplied for include: ;;' • • Design:Review , • • • Other known required permits In- etude: AVAILABLE FOR PUBLIC REVIEW. - ;,,;,. The protect files oro at the Clty of',Tukwlla. To view the files;; you may request them at the permit counter of the Deportment of Community (DCD); located at 4300 Southcen -, ter. Boulevard 8100. rril OLYMPIC iaa ASSOCIATES COMPANY 0 L Y M P 1 C 701 Dexter Ave. N., #301 ASSOCIATES Seattle, WA 98109 C 0 M P A II Y DATE: JOB NO: TO: FROM: RE: May 15, 2003 2002326 Minnie Dhaliwal Brad Minogue KFC Taco Bell Tukwila (12) sets revised civil, and architectural site plans (correct boundary line at TIB shown) (1) set 8 1/2 x 11 reductions of above drawings, along with reductions of architectural and landscape drawings previously submitted last week, and reductions of ALTA survey and boundary line document submitted in response to public works comments response letter from civil engineer with full -size ALTA survey originally prepared, boundary line document with correct line at TIB, marked up drawings, and (2) copies of geotechnical survey. CMU sample to show 8x8 stacked grid pattern that will be achieved by using a single score block — CMU will be painted per colors indicated on materials board We re- thought the front entry plaza, including reviewing alternate site furnishings, and still believe the materials selected and submitted last week are appropriate for this project and application. As discussed, we feel the plaza space should be neutral in character, rather than appearing as part of the KFC Taco Bell facility. We also believe it is necessary to select materials that are low maintenance, and less likely to invite vandalism or abuse — which may occur with elements such as wooden benches or free - standing planters. We want this feature to be a long term enhancement, that will continue to be a useful addition to the area. Thanks again with all your help on this project and let me know if you need additional materials prior to the hearing date. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: ❑ ❑ ❑ YES NO Via Mail: Hand Delivered: Other Courier: Total Pages, including OLY By: ❑ Via Fax: FedEx: 0 p: \hannan mgmt (kfc Tukwila new store) 2002326 ac\correspondence \second design review submittal 5- 15- 03.doc TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285-4371 E -Mail: bminogue olympicassociatcs.com Fax #: is page: Br: ` inogue, IA ATES COMPANY Joanna Spencer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Resubmittal of the KFC/Taco Bell Project City of Tukwila Permit No. E03 -008 Our Job No. 10750 Dear Joanna: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES May 15, 2003 IN Or This letter is responding to a list of comments you outlined in a memorandum dated May 2, 2003. The following is a response to each of your items as listed. 1. Pacific Hwy S. was renamed Tukwila International Blvd. Please show correct street name on all plans. Show S. 152' St. center line intersection with Tukwila International Blvd. And provide stationing to match City of Tukwila plans P1 and P2 of P12 for Tukwila International Blvd. improvement project. Response: We have revised the plans to show the correct street name as Tukwila International Boulevard. We also have included the centerline of South 152nd Street, including stationing that matches the City of Tukwila's proposed street improvement plan Sheets P1 and P2. 2. Show correct property lines per King County assessor's map, proposed bus stop, existing City Light vaults and storm drainage system recently installed by the City in Tukwila International Blvd. Response: We have incorporated the latest boundary line changes for this proposed project. A minor adjustment to a portion of the right -of -way line along the southwest portion of the site was recently done and is now reflected on the civil plans. As you may know, a Boundary Line Adjustment application is in process for this parcel. The existing improvements as shown are based on an ALTA Survey prepared on February 19, 2003. This is the latest information we have on the existing improvements at the time the survey was completed. We know there is ongoing construction by the City for International Boulevard. Before we start construction, we will do a final survey check of recently completed improvements. 3. Sheet Cl of 5 lists two parcel numbers, however, there is no indication on the plan where these parcels are. Cut and fill volumes shall be adjusted to include cut for vault placement. Response: The title report currently lists two parcel numbers. One correlates to where the KFC is located, and the other parcel number is for the existing gasoline station to the south. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • WALNUT CREEK, CA www.barghausen.com sa�Ct 1 We have updated the earthwork quantities to reflect the vault. Joanna Spencer City of Tukwila Public Works Department -2- May 15, 2003 Both parcels are under the same ownership. Therefore, we have revised Sheet Cl to incorporate only the one parcel number for the proposed KFC parcel. 4. Please submit a site survey showing both parcels and all existing easement and encroachments. Response: As mentioned above, the proposed KFC is located on the one parcel number. I am enclosing a copy of the current ALTA Survey, as well as a copy of the proposed Boundary Line Adjustment Map, which shows both parcels. The King County Assessor's Map that you discuss in the following comments shows both parcel numbers, but has the property lines drawn in slightly incorrect positions. As you know, the Assessor's Maps are only conceptual and, therefore, cannot be relied upon for exact locations of right -of -way lines or parcel lines. S. Cross - reference the geotechnical report on your plan. Indicate report title, date, name, address and phone number of geotech consulting firm. The geotechnical report shall also address utility lines and wet vault placement. Can the vault be placed in native ground or a leveling pad is required. Will dewatering be required? Does the vault require a foundation drain system at the bottom of the vault and filter fabric around it. Response: We have shown a cross - reference to the geotechnical report prepared for this project under Special Notes on Sheet Cl. This report was prepared by Golder Associates Inc., dated March 3, 2003. The geotechnical report does not specifically address the installation of utilities on this site, which, in my opinion, is not necessary. The groundwater, which is always a consideration for the installation of any utilities, vaults, buildings, etc., is shown and listed to be measured at a depth of approximately 12 feet below the ground surface. This is discussed on page 6 under Section 3.4, labeled "Groundwater." General guidelines are listed in this report discussing design recommendations, foundations, etc. Based on the soils listed in this report, there should be no reason why the vault cannot be accommodated in these native soils. The groundwater is shown to be approximately 1 foot below the bottom outside of the vault; however, some fluctuation of the groundwater elevations can occur. Even with 2 to 3 feet of groundwater fluctuation, the majority of the vault will be well above this static water elevation. Dewatering should not be required based on this soils report. Since this study was done in March 2003, this should show the typical wet weather conditions for groundwater measuring. When we initiate the structural design of this vault, the structural engineer will review the geotechnical recommendations in the report, obtain additional information if he feels it is needed, and then provide a design accordingly. We will require that no footing drain is allowed in the bottom portion of the vault, and that one can be put at the static water elevation if it is deemed necessary. However, this elevation is only a few feet below the ground surface based on the design of the current plans. 6. Please note that Public Works doesn't allow storm drainage tee connections. A type II MH is required to connect wet vault outfall pipe into the existing CMP storm pipe. i. s. by*• rtav :.+sazrt+crytPa^^�e!`RMwnf.•`!w .' M! o�fcC.. ?^ A'r�M17:'PS7SA15}RSt'T�..Y....; i r •t"•�, Joanna Spencer City of Tukwila Public Works Department r-� -3- May 15, 2003 Response: We have revised the plan to accommodate a connection to the existing 24- inch - diameter corrugated metal pipe utilizing a Type 2 48- inch - diameter catch basin. 7. On sheet C4 of 5 please label the new trash enclosure and provide a CB and sewer pipe to be connected to the grease interceptor since restaurant dumpsters leak grease. This may require relocation of storm drainage pipe segment between CB #3 and CB #2 to avoid possible conflict with trash enclosure sewer pipe. Response: On Sheet C4 we have included a catch basin within a trash enclosure area, and a 6- inch - diameter PVC pipe connection to the grease interceptor as requested. Relocation of the storm drainage system is not necessary based on the current design plan. 8. Grease interceptor detail shall be a three compartment double baffle per City of Tukwila detail SS -12. Response: We have updated the grease interceptor detail to accommodate a three - compartment double baffle wall system as required by the City of Tukwila. This meets the City's Detail No. SS -12. I believe this covers the revisions you have requested based on your May 2, 2003, memorandum. Please review these plans at your convenience and let me know if you have further questions or comments. Thank you. Respectfully, Hal P. Grubb, P.E. Director of Engineering Services HPG /ath/ca 10750c.001.doc enc: Copies of Revised Civil Construction Plans Original Redlined Plans One copy of the ALTA Survey One copy of the Preliminary Boundary Line Adjustment Map Two copies of the Geotechnical Report cc: Brad Minogue, Olympic Associates Company (w /enc) :;�%RaiXJ .h;AZ.V �3ux :,�lkxFP.Ai*w�w;isu�6�6»:zst, I 11 Il Il I l , .I i i .1 Golder Associates Inc. 18300 NE Union Hill Road, Suite 200 Redmond, WA USA 98052 -3333 Telephone (425) 883 -0777 Fax (425) 882 -5498 www.golder.com EXPIRES /U . //...Ve ichard D. Luark, P.E., P.E.G. Associate Distribution: 1 Copies - Olympic Associates Inc. 1 Copies - Golder Associates Inc. March 3, 2003 REPORT ON SUBSURFACE INVESTIGATION AND GEOTECHNICAL ENGINEERING REPORT KFC / TACO BELL RESTAURANT 15036 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON Submitted to: Olympic Associates Company, Inc. 701 Dexter Avenue North Suite 301 Seattle, Washington 98109 Submitted by: Golder Associates Inc. 18300 NE Union Hill Road Suite 200 Redmond, Washington 98052 r -- Golder Associates RECEIVED CITY OF TUKWILA f - i,Y11 PERMIT CENTER Michael Mengelt Staff Engineer (o '_,; t4.'G.v.:i ':..wa t;ii`s+;;iii; c vi .._ �+• .: i40.' ,::.•:,. � .,o r • 1 A I IO(lPF nI/IOTN AMFDIr'A ANrI c r 1171 -1 AAAFDIr`A a;;r.. • 4 .cr.� �l�r + ; • • ' trn tVassr, *sti k+tsruit:vkW vktiaaaa4u'• _ April 3, 2003 1.0 INTRODUCTION 1 1.1 Purpose and Scope of Services 1 1.2 Project and Site Description 1 2.0 GEOTECHNICAL INVESTIGATION 3 3.0 SUBSURFACE CONDITIONS 5 3.1 General 5 3.2 Geologic Setting 5 3.3 Subsurface Stratigraphy and Geologic Interpretation 5 3.4 Groundwater 6 4.0 DESIGN RECOMMENDATIONS 7 4.1 General 7 4.2 Seismic Design Criteria 7 4.2.1 Ground Motion Parameters 7 4.2.2 Liquefaction Potential 7 4.3 Foundations 8 4.3.1 Shallow Foundations 8 4.3.2 Spread Footing Dimensions 8 4.3.3 Lateral Load Resistance 9 4.4 Slab Subgrade 9 4.5 Foundation Drainage 9 4.6 Backfilled Walls 10 4.7 Retaining Walls 10 4.8 Pavement Design Criteria 11 5.0 CONSTRUCTION CONSIDERATIONS 12 5.1 General 12 5.2 Subgrade Preparation, Footing Preparation, and Geopiers 12 5.3 Earthworks 12 5.3.1 General 12 5.3.2 Structural Fill Placement and Compaction 12 5.3.2.1 Backfill Compaction Requirements 12 5.3.2.2 Fill Placement 13 5.3.2.3 Use of Excavated Soils 13 5.3.2.4 Imported Fill Materials 14 5.3.2.5 Capillary Break 14 5.3.3 Excavation 14 5.3.3.1 Temporary Slopes 14 5.3.3.2 Temporary Shoring Recommendations 15 5.3.3.3 Permanent Slopes 15 5.3.4 Geotechnical Construction Monitoring 15 040303mm1 I Golder Associates :. 14.1M 4 ...;?::EC3r1r,i��,aiL.a�t..c._' 39: V.4 ivat4:. A4riV4 ti,4418 .:tta:.....4, wu+w - 023- 1320.000 TABLE OF CONTENTS April 3, 2003 Table 1 Table 2 Table 3 040303mm 1 I 6.0 USE OF THIS REPORT 16 Appendix A Borehole Logs LIST OF TABLES Summary of Geotechnical Boring Locations Capillary Break Gradation Recommendations Recommended Drain Rock Gradation Figure 1 Site Exploration Plan -ii- 023-1320.000 LIST OF FIGURES LIST OF APPENDICES Golder Associates I 1 April 3, 2003 1.0 INTRODUCTION 1.1 Purpose and Scope of Services Olympic Associates Company, Inc. retained Golder Associates Inc. (Golder) to provide geotechnical consulting services for the proposed KFC Taco Bell restaurant to be located at 15036 Tukwila International Boulevard in Tukwila, Washington. The purpose of the activities described in this report was to provide subsurface exploration and geotechnical recommendations for site development. Golder's geotechnical work activities consisted of provision of a field engineer during geotechnical drilling, engineering analyses, and preparation of a geotechnical report performed in accordance with our proposal, dated November 19, 2002 (P02- 1565). This report presents the results of the field investigation and provides geotechnical design criteria for the project. 1.2 Project and Site Description The proposed KFC Taco Bell building will be a single -story building located at 15036 Tukwila International Boulevard in Tukwila, Washington. Based on the proposed development site plan provided to us, the new structure will occupy a space of approximately 3,800 square feet, and will front along Tukwila International Boulevard. The property is roughly rectangular, and measures approximately 270 feet East to West by 160 feet North to South. The remainder of the property will be occupied by a parking lot, with two accesses to Tukwila International Boulevard on the west and an access to South 152n Street near the southeast corner of the site. A former Burger King restaurant currently occupies the site. The existing building is located in the northwest corner, and the proposed restaurant structure will be located along the western side of the property. The northern half of the new building envelope will overlap the southern half of the existing building envelope. The site is bordered on the north by a Wendy's restaurant. The parking lot for Wendy's is 3 to 4 feet higher than the project site. The border area is planted with grass, shrubs and small trees (less than 15 feet tall) at the west end and shrubs and medium trees (between 15 and 25 feet tall) at the east end. The site is bordered on the east by a mobile home park. The project site is approximately 6 feet higher than the adjacent mobile home park. The grade change is through a 2H: IV to 1.5H:1 V slope on the east side of a chain link fence along the property line. There are large trees (greater than 25 feet tall) on the east side of the fence, whose branches extend 10 to 15 feet onto the project site. The site is bordered on the south by a vacant lot (east of the access road to the project site) and a Chevron station/used car dealership (west of the access road). There is little to no grade change between the project site and these adjacent properties. The project site is separated from the adjacent properties by a chain link fence that extends from the southeast corner approximately 60% of the length of the south border. The border is lined with small trees on the north side. The site is bordered on the west by State Highway 99 (Tukwila International Boulevard). There are overhead power lines along the west edge of the project site. The project site was previously used for a Burger King restaurant. The building and facilities are still standing; the building is located in the northwest portion of the site. Most of the site (the parking area) is paved with asphalt, while the north side (the drive -thru and the trash area) is paved with concrete. Concrete sidewalks surround the building on the east, south, and west sides. The site is 040303mm1 I Golder Associates -1- 023- 1320.000 April 3, 2003 -2- 023 - 1320.000 landscaped with shrubs and grass between the west side of the building and Highway 99. There are landscaping "islands" in the parking lot that also contain shrubs. We anticipate that existing electrical utilities run throughout the site to supply existing parking lot and exterior lighting. Several storm drains are located in the parking area. Utility meters and hookups are located at the northeast corner of the building; we noted utilities for power and for natural gas. There is some evidence of settlement beneath and around the existing Burger King building. A hairline crack was observed near the east end of the north wall of the building. The crack extended from the ground surface to a height of 3 to 4 feet, passing through both brick and mortar. Two large cracks were observed in the wall of a planter at the southwest corner of the building. One crack is on the west face of the wall and the other is on the south face of the wall. The southwest corner of the planter wall sits approximately 1 inch higher than the ends of the wall on the west and south sides of the building. The cracks are about 3 /4 inch wide at the ground surface and taper with increased elevation. They extend almost the entire height of the wall. The cracks had been filled with cement or epoxy in an effort to repair them. There was no evidence of differential settlement of the southwest corner of the building associated with the cracks in the planter wall. 040303mm11 Golder Associates •r:. � •r t Y'�'•i•1... F. ' :r.w � �. r ,y, > .. ` } • o r �;, , � , • 4,41,t:.'} i;, '” ?� :l Y 1: G�'ff ! ippr, x. (b .j';2�5:� ar a: — �R. S„r. ; ? din n�3 �;Fii �. = "t' „!�� .t.: ,y'. :'1'. :fi .4., � '_�•:. ii •�� •,::. `:.� „ {.. ^•J+r. r��r:i., ,'� : < ;y . ;' * t .' " 1yy r z , App o imaterLoca oio , ,, , , ., j. . ri.:i 1 ¢ ." r t t, .i.. .. tl tl'w'i 5 } : : i. 4;4:1;0 l ry ;t.t.,� •.��:' •�{.:t 1 �i - } ' {i . .''' > t ' .'. : S R �a�:1f;!fi .ut:,::3 .;:,,. � I:: t. ", 'i' ; •f.::.,Cs.?,j�.::.�. - ., ��,�• :�';'•:::i .. : 'J'i...��v ✓. li ra`; ;:''c=• .;i r;: , : ti i fe - fx I fC' S / r ; n 1 %�`i,r i r.` : ,µ!. tr C ( - GA -1 4 ft W, 8.5 ft S of SE Corner Existing Building 20 GA -2 16 ft W, 2 ft S of NW Corner of Existing Building 19 1 1 1 I' April 3, 2003 2.0 GEOTECHNICAL INVESTIGATION -3- 023 - 1320.000 A field investigation was conducted at the site on February 13, 2003. The investigation consisted of drilling two geotechnical borings near or within the proposed building footprint. The approximate boring locations are shown on Figure 1 and summarized on Table 1. 040303mm1 I TABLE 1 Summary of Geotechnical Boring Locations 'Location of borings determined visually and by hand measurements. The borings were drilled with a truck - mounted Formost Mobile B -59 drill rig to depths of 20 and 19 feet below the existing ground surface using a 4- inch - inside - diameter hollow stem auger. Holt Drilling provided the drill rig and crew under subcontract to Golder. Drilling and sampling of soils were performed in accordance with Golder Technical Procedure TP -1.2 -5 "Drilling, Sampling, and Logging of Soils ". Standard Penetration Tests (SPT) were performed at 5 -foot intervals using a standard two -inch diameter split spoon sampler driven by a 140 -pound hammer falling a distance of 30 inches, in accordance with ASTM D -1586. The number of hammer blows required for each 6 inches of penetration was recorded. The Standard Penetration Resistance (N) of the soil is calculated as the sum of the number of blows required for the final 12 inches of sampler penetration. The "N" value is an indication of the relative density of cohesionless soils and the consistency of cohesive soils. If a total of 50 blows are recorded within a single 6 -inch interval, the test is terminated and the blow count recorded as 50 blows for the number of inches of penetration. Field judgment is required when assigning density descriptions to soils containing a high percentage of coarse gravel, cobbles, and boulders: The driving resistance is often altered by the coarse- grained fraction, artificially elevating the blow counts and indicating denser soils than the actual in -situ conditions. At the completion of drilling of each boring, the borehole was backfilled with bentonite chips. The soil conditions were examined and logged by an engineer from our firm. Pertinent information was recorded, including depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Eight disturbed samples were obtained from the borings. The soil samples were classified in accordance with Golder Technical Procedure TP -1.2 -6 "Field Identification of Soil ", which is summarized on the Soil Description Index in Appendix A. All samples were placed in plastic jars and returned to our Redmond, Washington laboratory for further classification and testing, as needed. Golder Associates I 1 I. I I J I I I 1 April 3, 2003 040303mm I I Golder Associates -4- 023-1320.000 The summary borehole logs of GA-1 and GA-2 are presented in Appendix A. The stratification depths indicated on the summary log represent the approximate boundaries between soil types. The soil and groundwater conditions were those recorded for the locations and dates indicated and may not necessarily represent those of other times and locations. 41' _ 040303mm1 I [1 April 3, 2003 -5- 023 - 1320.000 3.0 SUBSURFACE CONDITIONS 3.1 General The soil logs from borings GA -1 and GA -2 are presented in Appendix A. The logs contain pertinent information including resistance to driving of the sampler; measured locations of the groundwater I I table; and soil type and description. The information indicated on the logs represents the approximate behavior with depth. It should be noted that information is accurate only at the location of testing and may vary between locations. 3.2 Geologic Setting 11 The recent geologic history of the Puget Sound Lowland Region has been dominated by several j glacial episodes. The most recent, the Vashon Stade of the Fraser Glaciation, is responsible for most of the present day geologic and topographic conditions. The Puget lobe of the Cordilleran Ice Sheet deposited a heterogeneous assemblage of proglacial lacustrine deposits, advance outwash, lodgment till, and recessional outwash upon either bedrock or older Pre - Vashon sediments and bedrock. These deposits, and the weathered soils derived from them, make up nearly all of the near - surface soils on the slopes and higher elevations in the vicinity of the project site. As the glacier retreated northward, it uncovered a sculpted landscape of elongate uplands and intervening valleys. Postglacial deposits include; alluvium deposited within active stream channels, I 1 modern lacustrine deposits, organic silt and local peat deposits within kettle depressions, drainages and outwash channels; volcanic mudflow deposits and landslide deposits. I 1 Our review of the United States Geological Survey (USGS) Des Moines, Washington 1:24,000 Geologic Quadrangle map indicates that the project site and its immediate vicinity are underlain by Ground Moraine Deposits (denoted Qgt in the published literature). The USGS quadrangle indicates that the ground moraine deposits underlying the project site consist primarily of compact, unoxidized till. In some areas, a discontinuous cover of sand and gravel is also shown. Other units which are associated with the near surface Ground Moraine deposits include Vashon Drift and Recessional Outwash. 3.3 Subsurface Stratigraphy and Geologic Interpretation t . In general, the site appears to be underlain by compact to very dense, weathered to fresh ablation till overlying dense to very dense basal till. Loose to compact weathered to fresh till 9 to 11 feet thick was found near the surface, mantling the underlying dense to very dense till. In general, the soil units consist of silty sand to sandy silt with variable fine to coarse subrounded gravel content. Near the i surface, organic content, consisting of plant debris and rootlets, was observed. A layer of topsoil is present at the surface in the planter areas. The soil units encountered in borings GA -1 and GA -2 are summarized below: • TOPSOIL: A layer of topsoil was encountered at both boring locations. The thickness of topsoil was approximately 6 inches. It is anticipated that the thickness of topsoil is greater in other landscaped areas, while no topsoil should be encountered beneath the footprint of the existing building or beneath paved areas on the site. • WEATHERED TO FRESH ABLATION TILL: Loose to compact brown, weathered to fresh sandy silt with iron oxide mottling, trace fine gravel, trace organics was Golder Associates z I z Ce w 6 O 0 wI 0 Q co ▪ w z W O Lu or Ill 'L i w z U= O ~ z elevated during periods of heavy precipitation such as winter and spring. April 3, 2003 -6- 023 - 1320.000 encountered on both borings beneath the topsoil layer. The thickness of the layer was 8.5 feet in GA -1 and 11.5 feet in GA -2. The material is more weathered near the surface, and evidence of weathering decreased gradually with depth. Because the transition from weathered till to intact till is gradual with depth, it is difficult to denote the exact boundary between weathered till and intact till. Differentiation between weathered and fresh till was made based on presence of iron oxide staining and observed lower density of the upper, weathered section, and contacts noted on the borings logs should be considered approximate. • DENSE TO VERY DENSE LODGMENT TILL: Compact to very dense, brown or grayish brown silty fine sand, trace to little fine to coarse gravel was encountered below 9 feet below the ground surface (bgs) in GA -1 and below 12 feet bgs in GA -2. This formation was interpreted to be lodgement till underlying the ablation till near the surface. Based on our review of the published geological literature, we interpret the upper ablation till formation to correspond with the near surface Ground Moraine soils mapped on the 1:24,000 Des Moines, Washington quadrangle mantling lodgement deposits at depth. The weathered to fresh, loose to compact till soils documented in our borings are in general agreement with the density and compositional notes for Ground Moraine soils mapped in the vicinity of the development. The upper, oxidized layers are thought to denote areas of weathering in the Ground Moraine sediments. At roughly 10 to 12 feet BGS in the borings, brown to grayish brown, dense to very dense soils were documented, corresponding to Vashon Drift sediments commonly noted throughout the Puget Lowland. 3.4 Groundwater During our investigation, wet soil was observed at approximately 12 feet below the ground surface on the project site. Based on our field observations, we interpret this depth to be depth of groundwater. It is important to note that because the water levels were measured during drilling, the actual water table may be slightly different. Also, groundwater conditions can be expected to fluctuate, becoming 040303mm I I Golder Associates April 3, 2003 11 4.0 DESIGN RECOMMENDATIONS it T� i i This section of the report provides our interpretation of the factual geotechnical data obtained during the current investigation. The recommendations provided are intended for the guidance of the design engineers and are intended for this project only. The data may not be sufficient for construction and where comments are made on construction, they are provided only to highlight aspects of construction that could affect the design of the proposed project. Contractors bidding on or undertaking the works must make their own interpretation of the subsurface information provided as it affects their proposed construction methods, costs, equipment selection, scheduling, and safety practices. The following recommendations are for preliminary design purposes and after preparation of final designs and plans, the recommendations may require revision. 4.1 General Based on the subsurface conditions encountered in our field exploration program, the site appears suitable for development from a geotechnical standpoint. The main geotechnical issue at the site is foundation and floor slab support due to the presence of loose to compact silty sand to sandy silt soil (weathered till) at shallow depths beneath the site. Due to the thickness of these loose to compact soil strata, we do not consider removal and replacement of the weathered till to be economical as this operation could require cuts and fills on the order of 10 to 12 feet or more. Our foundation design and construction recommendations are detailed in Section 4.3. 4.2 Seismic Design Criteria 4.2.1 Ground Motion Parameters -7- 023 - 1320.000 Peak horizontal ground motion is the most studied parameter of earthquake motion, because it is directly obtained from earthquake accelerographs, and because it provides the most direct method of obtaining an estimate of the forces acting on a structure during an earthquake. The project site is located with Seismic Zone 3, as defined by the Uniform Building Code (UBC, 1997). Within this zone, a seismic factor (Z) equal to 0.30 is recommended for calculation of shear and lateral load imparted on the structure during an earthquake. Part of seismic design according to the UBC is the selection of one of several generic soil profiles for seismic analysis. Based on our borings advanced for this study, and our knowledge of the deep soil conditions in the area, the SD generic soil profile is recommended: This site is underlain by an average soil profile in the upper 100 feet that is considered stiff. 4.2.2 Liquefaction Potential Based on our geotechnical borings, the site is underlain by loose to compact sandy silt to silty sand to a depth of approximately 10 feet. From 10 feet to the bottom of the borings, dense to very dense silty sand to sandy silt with gravel was observed. These soils are interpreted to be weathered to intact till. Wet soil was observed at 12 feet BGS in the borings; we interpret the groundwater table to be at 12 feet BGS. 040303mm1 I Golder Associates !sar; r r, April 3, 2003 -8- 023 - 1320.000 Based on our observations, the soil types at the site, and the depth of groundwater at the site, we consider the site to have a low liquefaction potential in the event of the design earthquake. 4.3 Foundations z 4.3.1 Shallow Foundations =z As discussed previously, the near - surface soils at the site consist of loose to compact, weathered to re 2 fresh till deposits, interpreted to be Ground Moraine deposits as mapped by the USGS. The low SPT 6 v blowcount and silty nature of these soils will create relatively low allowable bearing capacity levels 0 o for shallow footings. w w J H However, based on our findings and our experience, it is our opinion that the structure can be founded to U. on shallow strip footings. As such, we recommend that if spread and/or strip footing foundations are W O selected, the design allowable bearing capacity should not exceed 2,000 psf. In our opinion, the relatively low foundation bearing loads required for a single -story structure of this type will permit construction using shallow foundations without ground improvement or deep foundations, provided c d that the recommended allowable bearing capacity is not exceeded. i_ w z 1- 4.3.2 Spread Footing Dimensions Z The footings can be designed based on the following criteria: m p O co — • MINIMUM FOOTING SIZE: 0 I--. w w Isolated Spread Footings: 24 inches 1- p Continuous (Strip) Footings: 18 inches g: O w z • MINIMUM FOOTING BASE DEPTH BELOW ADJACENT EXTERIOR GRADE: o H z 040303mm1I DmiN = 18 inches This is the minimum required depth for frost penetration. In addition to this specified minimum depth it is important that the footings are placed on competent soils as discussed below. • MAXIMUM ALLOWABLE BEARING PRESSURE Recommended Allowable Bearing Pressure: 2,000 psf These values are appropriate for all dead and live loads. A one -third increase is allowable for transient loading such as wind and seismic loads. • FOOTING SETTLEMENT (Single Footings) Total Settlement: approximately 1 inch Differential Settlement: approximately '/2 inch Note that the majority of footing settlement is anticipated to occur during the period of construction. Golder Associates . c.'.': liid `4n'IF�Dt.'i:�.l.•�µ4i�.��i�i: t y ` :f,i+. .i(. . 5i' ": v1F ': •l :��'r' i1, i ••! •'✓.Y''•/.}�.'�.41 . ev e rSiz e ' - � Di ameter iii c ,, } }:�.'.. ;'1, : -• i7 S'Zr r..1 U a' t F .?y . }• � 1 • � . rnv. „I. ::;r r • ,:,,.:; '. >� a�r . }� f' i4 " = • s`. '` c ? .: • ' 4 r S.ta .. :. .:�., ^� �f2) f:? a; nc' a„>, r': s' : �. M; C,:'=> r�'' r5�" t+::..a ��. i �; <i7ti.t'a:i�f'�r9'i«�.r.�. ryY.l l:i.ti .l.• � ,'y �t. '.:.!� -i'. . ^ . i )Y : -'.t �,` '!fv:J' ?t• 5;.: :�,.:. 5 ..s <P .�':.: wvf i . d . 1 ? i ::7 .1 ! ) .•i n j . ` } .}_s�'r;: < r • x :: ~ , .r, ° . _ J .< SSs= •r. :.. % ' z y,v,:yi; 'c ii' •4 ��. " 4: . w . .: " •.o :� .mss <., •., - '),.. � . e � �„ t.;. �,....,._.::.+...r 7.- �' i::.::9:;.�.LiiG; .:!,y'� %:��i: �,e;�.r.•i 1 inch 100 No. 4 0 — 20 No. 200 0 - 3 11 • 1', April 3, 2003 -9- 023 - 1320.000 4.3.3 Lateral Load Resistance The foundation will have to resist lateral load from earth pressure, wind, and seismic loads. For design purposes, these loads can be resisted by: • BASE FRICTION: An ultimate value of 0.4 can be assumed for base friction between the soil and spread footings. • PASSIVE RESISTANCE ON SIDES OF SHALLOW FOOTINGS: For design purposes, Golder recommends that the allowable passive pressure be based on an equivalent fluid density of 300 pcf on the sides of the foundation elements above the water table. 4.4 Slab Subgrade Conventional slab -on -grade floors can be supported on a subgrade of the native bearing soils as noted in the Foundation Recommendations (Section 4.1), or on structural 'fill placed and compacted as noted in Section 5. Slab -on -grade floors should not be founded on organic soils, loose soil or uncompacted fill. The slabs should be underlain by a capillary break material, consisting of at least 4 inches of clean, free draining sand and gravel or crushed rock meeting the following specifications: A vapor barrier consisting of reinforced heavy plastic sheeting (6 mil or thicker) can be included between the slab and the capillary break. If desired, an additional two -inch thick layer of sand may be placed on the vapor barrier to aid concrete curing. 4.5 Foundation Drainage TABLE 2 Capillary Break Gradation Recommendations We recommend that foundation and slab -on -grade drainage systems be provided for the structure to allow any seepage water which may develop to drain from beneath the foundations and slabs. These may include perimeter footing drains or foundation wall treatments for any below grade portions of the structure. A perimeter footing drain is recommended for all backfilled walls adjacent to any slab - on- grade. The drainage should consist of a perforated drain pipe placed at the bottom of the footing, enveloped in drain rock and covered with filter fabric. Drain rock should consist of clean, free - draining sand and gravel having the gradation specified in Table 3. The drain should be tightlined to the storm system or other suitable discharge point. 040303mmI I Golder Associates • 5 ,. f '%L �'4 Y r. r.� t. ' : L•: J;r - �P erceit�Pas'sin ' j•! f'rf`�'TP': �.:: :; iY.Y _y..•..rv. •:i :�;:w_�.t. �. ,: 1 -1/2" 100 3/8" 10 — 40 • No.4 0 -5 No. 200 0 - 2 April 3, 2003 Roof drainage should be collected and conveyed in a tightlined system separate from the footing drain system. The ground surface adjacent to the buildings should be graded to drain away from the building. 4.6 Backfilled Walls Adequate drainage should be provided for basement or below -grade walls to minimize lateral earth pressures and to prevent buildup of hydrostatic pressures. The wall backfill should be used in conjunction with footing drains and /or other drainage provisions discussed above to provide full wall drainage. The backfill should be compacted firmly in horizontal lifts with a loose lift thickness not to exceed 12 inches. The moisture content of the backfill at the time of compaction should be approximately equal to the optimum moisture content. The optimum moisture content is the water content at which the soil can achieve the highest degree of compaction, as determined by ASTM D- 1557, the Modified Proctor Density Test. The contactor should avoid over - compaction adjacent to the wall in order to prevent over - elevated earth pressures. Alternatives to the use of free - draining fill behind walls would include continuous geocomposite drain strips placed continuously behind the wall or washed drain rock within 2 feet of the wall for the full height of the wall. Both these alternatives would be used in conjunction with the wall footing drains discussed above. Backfilled basement walls can be designed for an at -rest earth pressure based on an equivalent fluid density of 50 pcf, assuming there is no buildup of hydrostatic pressure. 4.7 Retaining Walls Retaining walls may be used to accommodate grade changes, and general site grading around buildings. A variety of wall types are feasible, including conventional cast concrete walls, mechanically stabilized earth (MSE) walls, and rockeries. Once the grades are known, and a specific wall type has been decided, detailed design recommendations can be developed. Gravity or cantilever retaining walls can be designed using an active earth pressure based on an equivalent fluid density of 35 pcf, assuming there is no buildup of hydrostatic pressure. Bearing capacity, base friction, and passive earth pressure criteria are presented in Section 4.3.2. 040303mm1 I -10- TABLE 3 Recommended Drain Rock Gradation Golder Associates 023 - 1320.000 April 3, 2003 0403031=11 -11- 023 - 1320.000 For preliminary design purposes, we recommend that rockeries be no higher than 6 feet in native cuts. Block walls under 4 feet in height can generally be constructed without internal soil reinforcement, while higher fill walls (MSE) will require soil reinforcement. All retaining walls should be constructed with a permanent, full -face drainage system. The wall footing drain should consist of a properly sized, perforated drainpipe bedded in clean gravel backfill. The footing drain should convey the water under gravity flow to the storm water collection system. 4.8 Pavement Design Criteria It must be recognized that pavement design is a compromise between high initial cost coupled with low maintenance, and low initial cost coupled with the need for periodic repairs. As a result, the owner should take part in the development of an appropriate pavement section. Critical features which determine the durability of the pavement section include: stability of the subgrade, presence or absence of moisture, free water, traffic volumes, and the frequency of use, particularly by heavy truck traffic. The majority of the paving requirements will be for interior access to the restaurant. Provided that the pavement subgrade is prepared in accordance with the construction recommendations section of this report, and traffic loading is anticipated to be light, the following pavement sections are recommended for interior access roadways. Recommended Minimum Pavement Section 2 inches AC — Class B 6 inches Crushed Base Over firm, unyielding subgrade compacted to at least 95% modified Proctor density. Alternative Pavement Section 2 inches AC — Class B 3 inches ATB Over firm, unyielding subgrade compacted to at least 95% modified Proctor density. Golder Associates If paving is required along the frontage of highway 99, the pavement section should be designed for the anticipated traffic loading. If the moisture content of the native soils does not allow for compaction of the subgrade to be firm and unyielding, the use of admixes such as cement and/or fly ash could be considered to improve the subgrade. Paving materials and minimum sections should conform to the local municipal criteria. April 3, 2003 5.0 CONSTRUCTION CONSIDERATIONS 5.1 General General geotechnical related site construction would consist of removal of the existing structures and asphalt, excavation, subgrade preparation, placement of footings and slabs, placement and compaction of fills, preparation of pavement section subgrades, and placement of footings drains. This section discusses selected elements of these construction issues. 5.2 Subgrade Preparation 5.3 Earthworks 5.3.1 General Although feasible, earthwork compaction during wet weather will significantly increase costs associated with off -site disposal of unsuitable excavated soils, increased control of water, and increased problems with subgrade disturbance and need for soil admixtures, geotextiles, and rock working mats. Based on the borings, the foundation subgrade will consist of loose to compact silty sand to sandy silt with little gravel and trace to little organics. Due to the nature of the soils, the subgrade could become disturbed under the influence of surface water, groundwater, and the Contractor's equipment. The Contractor should implement suitable procedures to protect the subgrade, such as excavating with a track hoe without tracking on native soils, use of a crushed rock or gravel working mat and access roads, soil admixing of the subgrade, or other procedures as necessary to maintain the integrity of the subgrade. Native competent subgrade that becomes softened by the Contractor's operation must be over - excavated and replaced at the Contractor's expense. Although the site work will be mainly excavations, some structural fill will be required for backfill against walls, around and beneath foundations, in paving sections as required, and to establish final site grades. To the extent possible, the major earthwork activities should be completed during the dry times of the year. 5.3.2 Structural Fill Placement and Compaction -12- 023 - 1320.000 Structural fill should be used below footings, slabs and pavements. Structural fill should be well - graded sand and gravel that, when placed and compacted, will meet the required compaction specification. Below all footings, and within three feet of grade in pavement areas, the fill should be compacted to the structural fill compaction requirements noted in Section 5.3.2.1, below. Beneath floor slabs and other structural components such as utility service trenches not underlying pavements, non - structural compaction requirements should be met as detailed below. 5.3.2.1 Backfill Compaction Requirements Structural and non - structural backfill should be placed in horizontal lifts with a loose lift thickness not to exceed 12 inches. All fill associated with foundations, pavement structures, and /or trench backfill supporting infrastructure such as pavements should be considered structural fill. Fill associated with landscaping areas may be considered non - structural. 040303mmI I Golder Associates z' ~ w 6 0 00 (J) w w = J H O LL w II O N O I- w • w rz w z iii U = OH z April 3, 2003 040303mm1 I Maximum Lift Thickness: 12 inches loose -13- 023- 1320.000 All fill must be capable of being compacted to the required specifications noted below. Foundation, Pavement Structure Backfill and Pavement Subgrade Soil: Fill beneath roadways shall be compacted to at least 95 percent of the maximum modified Proctor density determined in accordance with ASTM D 1557. All soft and /or wet areas of subgrade should be removed and replaced with suitable materials or treated in place to create a suitable founding surface. The subgrade should be cleared of all organics and /or debris prior to compaction. Utility Trench Backfill: The fill should generally be compacted to at least 90 percent of maximum modified Proctor density determined in accordance with ASTM D 1557. In pavement areas, the fill should be compacted to at least 95 percent of maximum modified Proctor density determined in accordance with ASTM D 1557. All soft and/or wet areas of subgrade comprising the foundation of the new utility should be removed and/or replaced with suitable bounding surface. Non - Structural/Landscape Areas: Non - structural backfill should be compacted to at least 90 percent of maximum modified Proctor density determined in accordance with ASTM D 1557. 5.3.2.2 Fill Placement Fill placement may be done with conventional earthmoving equipment including bulldozers, backhoes and dump trucks. Fill lifts should be spread evenly in loose lifts not exceeding 12 inches per the guidelines of Section 5.3.2.1. Thinner lifts may be required if compaction specifications cannot be achieved. No fill lifts should be placed over previously placed lifts that have not met compaction requirements. Compaction should be achieved using standard compaction equipment such as jumping jack, drum rollers, and hoe - packs. Wheel rolling is generally not an acceptable form of soil compaction, and suitable compaction is not expected using this method. In areas with tight access, compaction may be completed using a vibrating plate or jumping jack compactor; note that if small compaction equipment is used, lifts thinner than 12 inches may be required. Soil compaction should be tested by a qualified field construction monitor using a nuclear density gauge. If density tests indicate that compaction is not being achieved due to moisture content, the contractor should be immediately notified. At a minimum, the fill should be re- tested. If the soil moisture is within a few percent of optimum moisture content, the contractor shall re- compact the fill and, if necessary, moisture condition and recompact. If the soil is significantly over optimum moisture, the fill should be scarified, moisture- conditioned to near optimum moisture content, recompacted and re- tested. Prior to placement of fill from a new source, or placement of a new fill soil type, a Proctor compaction test should be performed to provide field construction guidelines. 5.3.2.3 Use of Excavated Soils Re -use of on -site excavated soils depends on the site conditions and the nature of the soil being excavated. Based on our observations, some of the soils which will be excavated from the site Golder Associates April 3, 2003 contain a high silt content. Consequently, these materials are moisture sensitive and cannot be compacted to a firm and unyielding condition when they are a few percent above optimum moisture content. Therefore, these soils cannot be used as structural fill except during dry weather when moisture conditioning is easily accomplished. In general, high -silt excavated soil may be used in non - structural areas, such as beneath planters and other landscaping features. High silt soils should not be used in pavement areas or as foundation subgrades under any circumstances. 5.3.2.4 Imported Fill Materials Imported structural fill materials should consist of well graded sand and gravel fill materials, such as pit run or similar. If off -site structural fill is used during wet weather, it should be freely draining with less than 5 percent fines (that portion of the soil passing the US # 200 sieve). 5.3.2.5 Capillary Break Due to the silty nature of the native soils underlying the site, we recommend that all slab -on -grade construction be underlain by a minimum 4- inch -thick capillary break layer, consisting of pea gravel or similar freely draining gravel material. The capillary break should be connected to the footing drain system to prevent buildup of pore water pressure. Furthermore, we recommend that a vapor barrier consisting of plastic sheeting be placed beneath the slab. 5.3.3 Excavation We anticipate that small excavations of limited vertical and lateral extent will be necessary for completion of the project. These could include excavation for footings, below grade walls and installation of utilities. Based on our study, the soils should be amenable to excavation using standard earthwork equipment such as bulldozers and trackhoes. It should be noted that no groundwater is anticipated in the upper 10 feet of the soil formations at the site. However, groundwater conditions can vary over time and potential for seepage and limited perched groundwater lenses exists. 5.3.3.1 Temporary Slopes Safe temporary excavations are the responsibility of the Contractor and depend on the actual site conditions at the time of construction. All construction should comply with applicable OSHA and WISHA standards. Cut slopes exposed for any length of time, particularly during wet weather, should be covered with visqueen to prevent erosion and maintain stability. Temporary cut slopes should not be graded steeper than 1 H:1 V. Slopes graded less steeply may be required if instability is noted or an unsafe condition is identified. Limited vertical cuts less than 4 feet high will be allowed if space limitations require them and no instability or unsafe conditions are identified. All vertical cuts shall be backfilled completely at the end of each shift to prevent development of instability. Maintenance of safe excavations is the sole responsibility of the contractor; however, a qualified geotechnical engineer should observe excavation of temporary cut slopes. 040303mm1 I Golder Associates Z rV,K.;ntQ'°/..TP!!i'!'.*.+ ^, ,,a, -14- 023 - 1320.000 April 3, 2003 5.3.3.2 Temporary Shoring Recommendations -15- 023- 1320.000 Based on our understanding of the project, we do not anticipate that temporary shoring will be required. However, if space limitations are noted during construction, or if vertical cuts of greater than four feet are required, temporary shoring should be installed. Such temporary shoring could consist of trench boxes or similar. Shoring should be designed for a minimum construction surcharge of 400 psf and checked with respect to the traffic loadings from construction equipment. Golder's recommended parameters for design of temporary shoring works are shown below: Active Earth Pressure Coefficient (K = 0.35 Passive Earth Pressure Coefficient (Kp) = 3.0 5.3.3.3 Permanent Slopes Based on our understanding of the project and our visual reconnaissance, we do not anticipate that permanent slopes will exist, owing to the flat nature of the site. If, however, long -term slopes are planned for the site, slopes should be no steeper than 2H:1 V (50 percent grade) or flatter, assuming proper compaction, drainage and erosion control measures are in place. In general, 3H:1V (33 percent grade) slopes are preferable from a maintenance and landscaping standpoint. 5.3.4 Geotechnical Construction Monitoring We recommend that a qualified geotechnical engineering firm be on site full -time during critical aspects of the project. This would include installation of deep foundation/ground improvement, footings and slab subgrade preparation, and placement of structural fill. 040303mm1 I Golder Associates :;:�ktts; fiart;`.'s ::S;Syti s! tie "'�6ar,•`+ik +Faj c.,i,".4* "14.4114'," April 3, 2003 6.0 USE OF THIS REPORT -16- 023- 1320.000 This report is for the exclusive use of Olympic Associates, and their clients and contractors for specific application to the Tukwila KFC/Taco Bell development discussed herein. The exploration program was performed in general accordance with locally accepted geotechnical engineering practice to provide information for the area explored. There are possible variations between the exploration sites and in the groundwater conditions with time. We recommend that you include a contingency in the budget and project schedule for unanticipated conditions. It has been a pleasure working with you on this project. Please contact us if you have additional questions, or if we can be of additional assitance on this or other projects. 040303mm1 I Golder Associates NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. K:IPROJ ECTS1200210231320100010231320000FO1 .DWG 0 30 FEET 60 FOOTPRINT OF EXISTING BUILDING FOOTPRINT OF PROPOSED BUILDING FIGURE 1 SITE EXPLORATION PLAN OLYMPIC ASSOCIATES /KFC & TACO BELL RESTAURANT/WA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Golder Associates • • 0 �...- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECORD OF BOREHOLE GA -1 SHEET 1 of 1 PROJECT: OAC/KFC Taco BeIVTukwila DRILLING METHOD: Hollow -stem auger DATUM: ELEVATION: PROJECT NUMBER: 023 -1320 DRILLING DATE 2/13/2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: 4' W, 8.5' S of SE cry ex bldq DRILL RIG: 8 -59 COORDINATES: not surveyed c 8 0 7 z K p 0 SOIL PROFILE SAMPLES PENETRATION RESISTANCE BLOWS / ft ■ to 20 30 4o NOTES WATER LEVELS GRAPHIC DESCRIPTION rn 0 x t7 ELEV. ce Z w BLOWS 6 in 140 lb hammer Jo Inch drop N r a W 0: o v —0 WATER CONTENT (PERCENT) W. DEPTH (ft) I O t W, — — — — — 5 —10 - _15 _ —20 — 25 -30 n i 7 L 3 L i V n _ a n _ 3 J 3- Y j - 40 L l_mily oi a' E S o x 0.0 -0.5 .. / 0.5 -9.0 Loose to compact, unstralified, brown and gray sandy SILT, trace fine gravel, trace organics, moist. Iron oxide mottled throughout. Faceting and sodreling of gravel noted. (ABLATION TILL) SM s b. ■ Ile »s 0 FFar: t.. :�t1 Cuttings 1�r:W •� • rl — — Bentonite chips — i a E a — — — - _ _ _ — ML 0.5 1 SS 2 -2-4 6 0_8 1.5 2 SS 9 -11 -17 28 1_0 1.5 9.0 - 20.0 Dense to very dense, unstratified, brown silty fine SAND, trace to little fine to coarse gravel, moist. Gravel is subrounded and exhibits faceting and sockeling. (LODGMENT TILL) SM • 9.0 • ,• 3 SS 18 -23-35 >50 155 4 SS 16-23-23 46 1_2 1.5 Boring completed at 20.0 ft. 20.0 1 in to 5 ft LOGGED: VanShaar =? L DRILLING CONTRACTOR: Holt Drilling CHECKED: R. Luark . e \l Golder Y DRILLER: Mike /Joel DATE: 3/28/03 ' Associates n 11' I'I Golder Associates RECORD OF BOREHOLE GA -2 SHEET 1 of 1 PROJECT OAC/KFC Taco BeIVTukwila DRILLING METHOD: Hollow -stem auger DATUM: ELEVATION: PROJECT NUMBER: 023 -1320 DRILLING DATE: 2/13/2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: 16' W, 2' S of NW air ex bldq DRILL RIG: 6-59 COORDINATES: not surveyed a v 0 O O t y 0 SOIL PROFILE SAMPLES PENETRATION RESISTANCE BLOWS / fl • 10 20 40 NOTES WATER LEVELS GRAPHIC DESCRIPTION rn y = a 0 ELF w c Z W, w a -- ~ BLO WS per 6 in 140 lb hammer 30 Inch drop N 3 o a V CC WATER CONTENT (PERCENT) W. O ( Q) H 1 0 I - - - _ - 5 - - -10 - - - - 15 _ -20 —25 —30 i i 7 C , - 3 7 — 35 7- i v 0 � - J 3 - C u -40 it cil co E N 6 = x 0.0-0.5 SM ' '. . e I i ». F.741.1 i Cuttings L� 1 !.....% • r P - -c . c C Bentonite T - E _ - - — — _ — - - - � e / -• 0.5 -3.5 Loose, unstratified brown sandy SILT, some fine to medium sand, trace fine gravel, moist. (WEATHERED ABLATION TILL) ML . • • •• • 0.5 1 SS 4-45 9 1 -' 4 1.5 3.5 -12.0 Compact, unstralified, brown silly line to medium SAND. trace to little fine subrounded gravel, moist. (ABLATION TILL) SM 3.5 2 SS 5-8-17 25 5 12.0 - 19.0 Dense to very dense unstratified brown to grayish brown silty fine SAND, fitlle to some fine to coarse gravel, moist. Gravel Is subrounded and exhibits faceting and sockeling. (LODGMENT TILL) SM 12.0 3 SS 14 -20-29 49 1_4 1.5 4 SS -33.50 >50 00_6 1.5 Boring completed at 19.0 ft. 19.0 C u 1 in to 5 ft LOGGED: VanShaar DRILLING CONTRACTOR: Holt Drilling CHECKED: R. Luark , A Golder DRILLER: Mike /Joel DATE: 3/28/03 ®Associates 0 4 i 1 Golder Associates ":27 ^ w7R r- ±n" — ? =nr!t v^ rr ; +t+ n n rt7R . h Minnie Dha - RE: KFC%Taco Bell From: Minnie Dhaliwal To: Minogue, Brad Date: 5/13/03 9:47AM Subject: RE: KFC/Taco Bell Hi Brad, I talked to your surveyor re the boundary line along the street. There is apparently some change in what is shown on your site plan. Please provide a site plan with the correct boundary lines. Also I looked at your materials board. We need an actual sample of the CMU and not a drawing for the materials board. If you have any questions please call me at 206 - 431 -3685 Minnie »> "Minogue, Brad" < bminogue ©olympicassociates.com> 05/12/03 11:39AM »> Thanks, we should have an answer this afternoon on the boundary line issue, and will drop off the revised materials board today as well. Brad Minogue, AIA Olympic Associates Co. 701 Dexter Ave. N. Suite 301 Seattle, WA 98109 (206) 285 -4300 (206) 285 -4371 fax I've stopped 5,717 spam messages. You can too! Get your free, safe spam protection at http: / /www.cloudmark.com /spamnetsiq/ Original Message From: Minnie Dhaliwal �mailto :mdhaliwal(a)ci.tukwila.wa.usl Sent: Friday, May 09, 2003 6:23 PM To: Minogue, Brad Subject: RE: KFC/Taco Bell Hi Brad, It appears that the city acquired additional property for the right -of -way than is currently shown on the survey. Please check with your surveyor and show the correct location of the property line. I need this info to state the proposed setbacks in the staff report. Also, I need the materials board ASAP since it had the sign area calculations that need to be verified and incorporated in the staff report. I will be out of the office on Monday so if you can get this information by the end of Monday so I can finish the staff report on Tuesday to mail to BAR. I may have some questions on Tuesday to clarify a few things. Minnie Dhaliwal Senior Planner City of Tukwila 206 - 431 -3685 Page' 11 z ►— W Q J U" U U CI w i J ~ M u_ WO u- ¢ � 2d z z° 2 U� O - U = U -- O .. W 2 ' O 1— z Minnie.DhaNial - RE :"KFC/Taco Bell »> "Minogue, Brad" < bminoque (c�olympicassociates.com> 05/06/03 02:15PM »> We imported the street frontage information, including the sidewalk locations, from the drawing that was provided to us by Public Works. Also our site plan is based upon an ALTA survey, so we understand the property line locations to be correct. I don't think the owner has an issue with a portion of the sidewalk being on their property, however, if this is an issue with the city, then we need direction on how to change the sidewalk, as this is not part of our design. We were planning on resubmitting the revisions this week and were surprised to see additional comments come back from those previously received from Public Works - it appears that they reviewed the civil separately from the architectural drawings; we have sent these to the engineer for action ASAP. We were also planning on making the May hearing date, as the owner is anxious to move forward with the project and adding an additional month to the project adds cost (in addition to the extra time). Let me know if there is any way that the notice can be issued prior to your review of the revisions to make this deadline. Following our meeting a few weeks ago with Steve Lancaster and Nora, we had the understanding that only minor changes needed to be made to the design, such as adding a masonry base to the building and providing the site amenities such as benches and lighted bollards (as well as the landscaping and public works comments) - so we would hope that the project would be ready for the Board of Architectural Review. We will have the revised landscape drawings and arborist's report tomorrow. Thanks for your help. I will call you to confirm what materials need to be resubmitted. Brad Minogue, AIA Olympic Associates Co. 701 Dexter Ave. N. Suite 301 Seattle, WA 98109 (206) 285 -4300 (206) 285 -4371 fax I've stopped 5,030 spam messages. You can too! Get your free, safe spam protection at http: / /www.cloudmark.com /spamnetsiq/ Original Message From: Minnie Dhaliwal ( mailto :mdhaliwal(a�ci.tukwila.wa.usl Sent: Friday, May 02, 2003 5:34 PM To: Minogue, Brad Subject: KFC/Taco Bell I am faxing you technical comments from Public Works Department to assist you in the building permit submittal. The originals along with Page 2. * 1 • Dhaliwal RE: KFC%Taco Bell the attachments are in the mail. During technical review by the Public Works department the issue with the location of the sidewalk on the private property has come. Please clarify if a portion of the sidewalk is proposed on private property or is the location of property line along the Tukwila International Boulevard incorrectly shown on the drawings. Also, let us know on the timing of your resubmittal since the May Planning Commission is on May 22 and the notice of hearing needs to be 14 days before that. Actually the notice for publication in Seattle Times has to be ready by May 7. And I need some time to review your submittal (typically one week) before we decide to mail the notice of hearing on May 7. If you are unable to meet the schedule for May hearing, the next hearing date will be June 26 and we will need your submittal by the end of May. If you have any questions, please call me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner City of Tukwila : s ;,uw•r Page 3 z Q w 6 c.) 0: w W =. U) u_ • w �; u) a • _. z 1—.0; Z • ar U G I- •= U. u-O; • Z . U O ~• z rikl OLYMPIC ® ASSOCIATES COMPANY 701 Dexter Ave. N., #301 Seattle, WA 98109 O L Y M P I C ASSOCIATES COMPANY DATE: JOB NO: TO: FROM: RE: Response letter to Design Review comments and corrections • Memorandum of Lease for easement access to S 152 street (follow up to SEPA information submitted yesterday) Arborist's report Product information for lighting fixtures, decorative bollards, benches, trash receptacle, bicycle racks (12) sets revised architectural and landscape drawings (12) copies 8' V2 x 11 color elevations Response to Public Works comments and revised civil drawings to follow. We will resubmit the color and materials board indicating the CMU for the building base. Please advise if there is any additional information we need to submit to complete the review. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: documentl April 8, 2003 2002326 Minnie Dhaliwal Brad Minogue KFC Taco Bell Tukwila International Blvd. 0 0 0 YES NO Via Mail: Hand Delivered: Other Courier: TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285-4371 E- Mail: bminoguc @olympicassociates.com RECEIVED CITY OF TUKWILA MAY - 8 2003 PERMIT CENTER ❑ Via Fax: ❑ FedEx: ❑ 0 Fax #: Total Pages, including this page: OLYM ' /L. 0 ATES COMPANY By: Br l Minogue, AIA �;,u naG.t.7u :iq:Yfgar: , x .11,11.it444.kro" O L Y M P I C AIM ASSOCIATES COMPANY May 8, 2003 Dear Ms. Dhaliwal: Architecture • Engineering • Construction Services 701 Dexter Avenue North #301, Seattle, Washington 98109 Tel: (206) 285.4300 / fax: (206) 285.4371 E -mail: olympic©oacintl.com Ms. Minnie Dhaliwal Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 96188 RE: Proposed KFC Taco Bell, 15036 Tukwila International Blvd. File Numbers L03 -011 and E03 -008 In response to the design review application comments contained in your letter dated 4- 11 -03, the following revisions and clarifications are provided: Site Design: a) We have attempted to provide raised walkways for pedestrian access from the parking areas and building where feasible, while maintaining required vehicular circulation and landscaping. The parallel parking spaces along the north edge of the site were added to provide the code required number of spaces and will be used primarily for employee parking. This leaves the spaces in the main parking area available for customers, which allow for easier circulation and access to the restaurant. The sidewalk along the front of the building, on the architectural site plan, is extended north to the corner of the building to connect with an added striped pedestrian crossing to the north parallel parking spaces. We did not see any way to add a raised sidewalk adjacent to these spaces without impacting the required landscaping or interfering with the drive thru circulation. b) We did not see opportunities for pedestrian connections to adjacent areas beyond that provided by the front plaza. The owner wants to discourage direct access to the site from adjacent properties due to security issues, and wants to encourage pedestrians to enter the site from the front plaza which has a high level of visibility from the dining areas and front counter. c) We calculate the front plaza area as 525 s.f., not including the raised concrete area that crosses the drive thru return lane. Added to this area are (3) perforated metal benches to provide a total of 18' of seating area, lighted bollards to define the connection and access to the front entrance from the public sidewalk, and a decorative metal trash receptacle. Awnings provide pedestrian protection at the front entrance as well as at a relocated bicycle rack adjacent to the plaza area. The landscape design for this project is low maintenance. We are concerned that with this type of business, independent planter boxes or hanging pots would not be properly maintained and would not provide a long term 2002326 z z 6 J U O 0 (0 o u) W J I. W W: wo g Q co o 1- W zr... 1- 0 zE U • 0 • (1) ci w W H U'. O ' .z w .0 w O H z w ar Ms. Minnie Dhaliwal May 7, 2003 Page 2 g. The street trees have been changed to Scarlet Oaks. visually pleasing appearance to the project. A detailed plan of the pedestrian plaza area is added to the drawings and cut sheets are provided for the metal benches, decorative trash receptacle, lighted bollards, and bicycle racks. Building Design: a) We met with Steve Lancaster and Nora Gierloff on 4 -18 -03 to review the building design as submitted and to clarify our limitations on how much the prototype design can be changed while still obtaining approval required for the project from the corporate design oversight for KFC and Taco Bell. Following this meeting, we understood that the building design would be acceptable with respect to the tower elements, signage, and color banding. This was based upon our agreement to provide a masonry base around the lower section of the building to provide a more durable material than EIFS. We have proposed a painted single score veneer CMU, with a curved cap to transition to the upper EIFS wall material. The colors would remain the same as originally submitted for the EIFS (tan with a brown accent). b) See clarification above regarding change in material at base of building. c) Details /cut sheets are provided for the building lighting, the fixtures are designed and installed to minimize glare and accentuate the exterior at night. Photographs of another project were presented for review at the meeting noted above. We clarified that the narrow purple band on the building is a requirement of Taco Bell for corporate identity and is an area where corporate design is generally inflexible. d) A section is added to the drawings indicating the screening provided by the parapet of any rooftop mechanical equipment. e) Information provided as noted above. Landscape Design: As a follow up to the meeting with the landscape architect and you, the following revisions are provided: a. An additional tree was added along the west property line to provide the required landscaping. b. The design is modified to provide the required landscaping type along the north, south, and west property lines. Enclosed is a copy of the evaluation of existing trees by an arborist, only trees that are identified as healthy and worth saving are included in the landscape plan. Existing trees are keyed to the arborist's report. c. Vertical shrubs, Yews, have been added to the north elevation. d. The landscape island adjacent to the loading dock has been revised on the architectural site plan to provide the 6' required width, the adjacent parking shifted over, and the opposite larger island is narrower to accommodate this change. See architectural site plan for revision and dimensions. This change does not affect the planting or landscape design. e. Internal directional signage, including the menu boards has been accounted for in the landscape design. f. Other planting varieties are added to the landscape perimeter, and the amount of Otto Luyken is reduced. 2002326 Ms. Minnie Dhaliwal May 7, 2003 Page 3 h. Some of the Day Lilies around building were changed to a more permanent colored plant to provide more variety. i. Vine maples will be sized to equivalent of 2' caliper tree; this is noted on the drawings. J• z ice w 6 J U U N o J = H wO g b. We have reviewed the design guidelines for signage, and feel it follows examples in the manual for w ' placement, proportion, and integration with building elements such as the pilasters and accent z = H bandings. The color is consistent with the accents for each brand. t_ 0 Z I— w ILI U� O CI f- w uj H H - O . z = 0 z Changed Rosemary to Ceanothus, this is used elsewhere on the streetscapes in the area. Signage: a. At the 4/18 meeting, we clarified that KFC and Taco Bell would each have their own business license. Additionally, sales are tracked separately. As noted above, we understood that the proposed signage would be acceptable and we can consider the project to contain two separate businesses. Signage would be limited to that allowed for building signage, rather than including a free - standing sign in the proposal. c. The signage utilized on the KFC and Taco Bell restaurants are a high quality internally illuminated acrylic within a pre - finished steel frame /enclosure. These are designed to provide a greater level of finish and appearance than the traditional backlit plastic "can" style of signage. This type of signage is appropriate for an auto - oriented business along a major arterial, providing easily - identifiable visibility, without becoming too distracting, or producing glare. Responses to the Public Works comments and revised civil drawings will be forwarded under separate cover. Please contact me if you have any questions, require additional information, and to confirm whether your department will recommend approval to the Board of Architectural Review. I appreciate your accommodation in helping us to meet the schedule for the May 22 hearing date. Very truly yours, J. Brad Minogue, AIA Project Architect OL ' IC ASSOCIATES COMPANY cc: John Margo, Harman Management, Corp. Dan Mundy, Harman Management, Corp. In -house 2002326 Y:uiliY adi "o% 5.' d $ htr. LWd�s.;'�.+"Yui:wtXsfiitfa'tah� "wr 4 9612181189 05/07/2003 14:31 4252518782 ,. dept ' • LESSORS MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE is made and entered into this ' 7 day of December, 1996, by and between Frank Desimone, Sr., Frank Desimone, 3r., and Louis Desimone (the Lessors ")'and Big Paot Restaurants, Inc., a Washington corporation (the "Lessee "). 1. This if a memorandum of a lease entered into on March 21, 1978 by and between Lessors and Lessee (hereinafter referred to as the "Lease "), pursuant to which, and subject to the terms of which, the Lessee has the right to occupy the real property legally described in Exhibit A attached hereto and incorporated by this reference. 2. The terra of the Lease ends on November 20, 1998. There are two (2) five year options to renew. 3. The Lease provides that the Lessee shall pay all costs of maintenance and repair, taxes, assessments and charges of any nature with respect to the premises subject to the Lease. 4. Assignments of the lease, under certain circumstances, require the consent of the Lessors. IN WITNESS WHEREOF, the parties hereto have set their hands andseals the day and year first above written. rank Destmone, j r. MEMORANDUM 0 F LEASE 1 BARGHAUSEN PAGE 02/05 z I-z ce 6 00 • 0 w = • w w 2 J u_ 1 - _ z � I- 0 z i— w w n O P- at 1 — w w -o w z O ~ z .p SINIfew R:- o vie -'i 05/07/2003 14:31 4252518782 BIG FOOT RES I ' '' S INC. By: 1 STATE OF WAS ' GTON ) ) ss. COUNTY OF KIN r ) • • • 1 i 1 I i 3 03 b an L4 e4 CIO CD LESSEE I certify that Desimone, Jr., and acknowledged that voluntary acts for I know or have satisfactory evidence that Frank Desirnone, Sr.. Frank is Desimone are . the persons who appeared before me, and said persons signed this instrument and acknowledged it to be their free and uses and purposes mentioned in the instrument. DATED: 0.4J/7 MEMORANDUM F LEASE 2 • BARGHAUSEN (Printed or Stamped Name of Notary) My appointment expires /4 4 PAGE 03/05 z �W .. -1 U 00 N W = H w o 2 g a = a _ Z �. � Z ~ 2 p U 0 D- NOTARY PUBLIC in sA. for Scat of Washington, Residing at _ -� O z , U = E7. I- z . 3 05/07/2003 14:31 4252518:x2 BARGHAUSEN STATE OF WAS COUNTY OF KIN I certify that who appeared befo oath stated that he President of Big P uses and purposes DATED: MEMORANDUM GTON) ) ss. know or have satisfactory evidence that John R. Hoehl, Jr. is the person me, and said person acknowledged that he signed this instrument, on as authorized to execute the instrument and acknowledged it as the t Restaurants. Inc. to be the free and voluntary act of such party for the • ned in the instrument F LEASE 3 AC I NOTARY PUBLIC in and for of Washington, Residing at Terence T. Luken (Printed or Stamped t Nla a of Notary) My appointment expires _ f i/ y / t f PAGE 04/05 XaVe:16100*Waiktialaariall Igt _..rral'ettilW Wf1aA76.1W •' sajA.i a• • �✓�i�. �. •••VL.4rCi1.414'64"_ _ "6"--"12M"1 9612181189 q fii 1 p l ig i li ° ;Ili MPH FP: tLrd? . 1 F0.g /;t1Tiir.14 S ��� IF IN AO Id 4 ''' - I - r tt ilo pi Au, pa .11 0 p. 1g p 4 ig t 7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. m m tD w A G] 7 :1 )t. —� its m LB IVlirii Dhaliwal - Planning Commission cc" - aerations From: "Ekberg, Allan E." <Allan.Ekberg @wamu.net> To: <ismarvin @earthlink.net >, <whisler @wport.com >, <marge.bratcher @swedish.org >, <barthur @segalebp.com >, <mdhaliwal @ci.tukwila.wa.us> Date: 5/21/03 4:29PM Subject: Planning Commission considerations To: Tukwila Planning Commission and Staff I would just like to communicate that I may be late to the planning commission meeting and hopefully not absent. I know for sure I will not be available for the 6 pm workshop. As such, allow me to share these points about the agenda items: Approval of minutes - Chair Wisler and Chair Livermore are both referenced, Livermore more than once. Correction needed. Otherwise approve. Code Amendments: A. Sign Code, et al Reject staff recommendation. Select item A which is Option #1 as presented in the report. Why: For the benefit of commerce and today's rapidly changing pace of business and business offerings allow electronic signs with regulations put forth in Option #1. The city needs to keep pace with technology and enable businesses to move forward with technology. Signs promote services and service offerings beneficial to the city's tax base. Code enforcement with any regulation is an issue; recommend the City spend $3K on code enforcement tool. B. Public Recreation Overlay, et al I concur with staff recommendation - including the words in italics. Why: words in italics will allow for public comment to be presented to council's for their final decision. The 1:4 ratio with BOA review appears fair. C. Auto and Truck Rentals, et al I concur with staff recommendation as discussed with staff at our last planning commission meeting. D. Self Storage, et al The key to the definition for me is the word "indoor" - as such, is this regulation is only for indoor storage confined to within a walled structure with ceiling or is it confined to a lot that is walled in to appear to be a structure? Please discuss what indoor represents. If it's within a walled structure with a roof then no issue here with staff recommendation. BAR - Burger King - Questions you may consider asking: Signage - it is not clear if the building will get the equivalent volume of signage associated to two individual businesses. Tracked sales may not be an indicator of separate businesses, I would like to know how the "businesses" account for shared services, like food deliver service, site maintenance service, landscape service, employee payroll, not just cash register receipts. If a parent company pays for those then is it one business. I have comfort with the Director of Community Development Page ' I 7';',5: 2.1447 tail_F+i:.iu:4 8. a1 Fiiahp,:..,4"..vouvxo ,Mi? nia Dhaliwal - Planning Commission cr''"'derations reviewing and approving a revised pedestrian layout/amenities. If you have any individual questions of me before the meeting please bounce back prior to noon on Thursday Cheers, Allan Allan Ekberg CC: <slancaster @ci.tukwila.wa.us >, <jpace @ci.tukwila.wa.us >, <Igordon @ci.tukwila.wa.us >, <al lan @allanekberg.com> Page 2 �.{ >p...; a`. y �na. Jt ; «'i':iLL;.::iS�iie::A',�,yR':s: Liu.. ?ll t�.','. iF6Gk;lL'ka�s:u+aintir.i:•:N«k:: q.,a�la:k..L::,.i,S;;:.w..�, a,:. September 10, 2003 Brad Minogue 701 Dexter Avenue North #301 Seattle WA 98109 Re: Approval of the revised plaza design for KFC/Taco Bell at 15036 Tukwila International Boulevard, Tukwila. File number L03 -011. Dear Mr. Minogue: This letter is to inform you that the revised design of the plaza area is hereby approved. The Board of Architectural Review approved the proposal to construct a new KFC /Taco Bell at the above referenced location with a condition that prior to issuance of the building permit applicant shall submit a revised layout of the plaza to provide a vibrant and lively pedestrian place and it shall be reviewed and approved by the Director of Community Development. The revised design accommodated the following: 1. Planters with seasonal displays were added. In addition to the two 24" diameter freestanding planters one 6 feet square built in raised planter was added. The landscape plans were revised to show planting details for the proposed planters. 2. Site furnishings were changed to a common design character with ornamental metal work and decorative recycled plastic slats that give the appearance of wood. The colors selected are brown for the metal and cedar for the slats. 3. Colored concrete is used in the plaza area to highlight the area and the color selected is "antique cork ", which relates well to the overall building colors as well as the site furnishings. The concrete mix design, texture and scoring pattern are to match the adjacent city sidewalk. 4. Bollards were relocated and changed to decorative lighted pre -cast model in taupe color. 5. Bike parking is provided adjacent to the plaza area under a canopy and will be red to match the accent color on the building. 6. Two 25 feet light poles with an architectural gooseneck fixture were added on each side of the plaza to frame the area and to provide adequate lighting of the plaza as well as the adjacent driveways. The light poles relate well to the pedestrian scale and are more decorative in nature. Based on the above listed changes incorporated in the design, the revised design is approved. If you have any questions, you can contact Minnie Dhaliwal at 206 - 431- 3685.The next step is to revise your building permit and resubmit Sincerely PA- City of Tukwila Department of Community Development Steve Lancaster, Director Steve Lancaster Director Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 431 - 3665 Steven M. Mullet, Mayor Minnie D�aliwal — KFC/Taco BeI� From: Minnie Dhaliwal To: Minogue, Brad Date: 8/15/03 10:30AM Subject: KFC/Taco Bell Hi Brad, We received the revised plaza area plan and landscape plans yesterday. I had one question regarding the location of the decorative light fixtures and any potential conflicts with the proposed location of the trees: The landscape plan does not show the location of lights and I wasn't sure it had been co- ordinated with the landscape architect. Let me know what are your thoughts on that. Minnie Dhaliwal Senior Planner City of Tukwila 206 -431 -3685 auE:.: i�: k: �,:.,.nc�u_ »t.a<.,....�..�_.. —� ..,....„,,....<......: wwu.. nueri:;. x. �,..< x. �.. �r: w�;:,. w.:: �lisL> uw: �ti.' d: A.. yfn: ut E::: i. i:: hs�:..° 3/ Gryh, u�:✓ k>: a :.t<....;.s.o�....ln,z...;.c„y roil OLYMPIC ASSOCIATES COMPANY O t Y M P 1 C 701 Dexter Ave. N., #301 ASSOCIATES Seattle, WA 98109 COMPANY DATE: August 14, 2003 JOB NO: 2002326 TO: Minnie Dhaliwal FROM: Brad Minogue RE: KFC Taco Bell Tukwila (2) sets of updated architectural and landscape drawings for revised pedestrian plaza By: TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285 -4371 E -Mail: hminoguccLolympicassociates.com For Your Information: ❑ Via Mail: ❑ Via Fax: ❑ For Your Use: ® Hand Delivered: ❑ FedEx: ❑ For Your Approval: ® Other Courier: For Your Signature and Return: ❑ Original in Mail: YES ❑ NO ❑ Total Pages, including this page: Copy to: OLY P ' AS o IATES COMPANY Fax #: inogue, IA AUG S -∎ 11:24 FROM - Olympic Assoc iat O L Y M P I C 0151 16 4. 4 ASSOCIATES COMPANY DATE: JOB NO: TO: FROM: RE: For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: document! OLYMPIC ASSOCIATES COMPANY 701 Dcxccr Avc. N., #301 Seattle, WA 98109 August 6, 2003 2002326 Minnie Dhaliwal Brad Minogue KFC Taco Bell Tukwila As a follow up to our meeting on 7/31/03 to review the proposed revisions to the pedestrian plaza, I am submitting an updated plan and cut sheets for proposed lighting fixtures. This is in response to the following issues we understand the planning department had with the previously submitted plaza design. • The size of the proposed free standing planters (approximately 24" in diameter) do not provide enough area for seasonal planting displays. As discussed at our meeting, I have replaced the planter nearest the building with a built in raised planter 6' square, and have adjusted the placement of the adjacent bench. • Concrete sidewalk color originally proposed (dusty mauve) was considered to not complement the building and site furnishings. We have changed this to the antique cork that seemed to best match the building and give an appearance closer to that of brick. We have also noted that the concrete mix design, texture, and scoring pattern are to match the adjacent city sidewalk, and the contractor is to coordinate this with the public works department. • Request that we rethink the adjacent pole light to something more decorative and located to frame the plaza. We have replaced the 25' pole light adjacent to the plaza with an architectural goose -neck fixture on each side of the plaza that is at a more pedestrian scale and more decorative in character. This will be a double fixture (back to back goose neck) and is sized/located to provide adequate lighting of the plaza as well as the adjacent driveways. Please review and confirm that these changes will result in approval of the pedestrian plaza by the director of community dcvelopment, per the conditional design review approval. I will have the landscape architect coordinate the planting types /specifications with you, and we will submit updated site and landscape drawings for the design review file. 0 YES NO Via Mail: Hand Delivered: Other Courier: +206 285 - 4371 ' - 559 P.001 /008 F - 720 ❑ Via Fax: ❑ FedEx: 0 Fax#: 431 -3665 Total Pages, including this page: S TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285-4371 E- Mail: bminoguc @olympieassociatcs,cotn iVIG D EVe omftet t OL IW SO ATES COMPANY By: Br. d Minogue, AlA NOT USED ENLARGED ENTRY PLAZA PLAN - 8 STANDARD CURB NOSING DECORATIVE PO LIGHT FIMUI E ASPHALT DRIVE LANDSCAPING TYPICAL TRASH RECEPTACLE 2 DECORATIVE LIGHTED BOLLARDS COVERED BIKE PARKING NOTES: SEE LANDSCAPING PLANS FOR PLANTING SCHEDULE FOR PLANTERS. MATCH CITY SIDEWALK CONC. MIX DESIGN, TEXTURE, SCORING PATTERN - COLOO. WITH PUBLIC WORKS. PEDESTRIAN PLAZA: 525 SQUARE FEET PROVIDED 525 SQUARE / 60 = 8.75 SEATS OR 17.5 LINEAL FEET N.T.S. 114 BENCHES: 3 - 6' LONG BENCHES = 18 LINEAL FEET MANUFACTURER: DuMOR BENCH 143 COLOR: CEDAR RECYCLED PLASTIC SLATS WI HERITAGE BROWN CAST IRON BOLLARDS: 2 LIGHTED DECORATIVE BOLLARDS MANUFACTURER: QUICK CRETE MODEL: OR -1A1.B COLOR: ADOBE TAUPE W /LIGHT SANDBLAST TEXTURE TRASH RECEPTACLE: 1 PROVIDED MANUFACTURER: DuMOR MODEL: RECEPTACLE 152 COLOR: SAME AS BENCHES BICYLE RACK: 3 PROVIDED MANUFACTURER: FUNCTION FIRST BIKE SECURITY MODEL 13R2(10 COLOR: RED PLANTERS: 2 PROVIDED MANUFACTURER: DuMOR MODEL: PLANTER 153 COLOR: SAME AS BENCHES COLORED CONCRETE: MANUFACTURER: L. M. SCOFIELD COLOR: C -26 ANTIQUE CORK NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1/8 " =1 -0 w - BC 16 BC Minriie Dhaliwal RE kFC/Taco Be l] Bldg I lit D03 -201 y From:' "Minogue, Brad" < bminogue @olympicassociates.com> To: "Minnie Dhaliwal" <mdhaliwal @ci.tukwila.wa.us> Date: 7/11/03 10:30AM Subject: RE: KFC/Taco Bell Bldg permit D03 -201 I have a revised plaza package that was just approved by the owner that I was planning on dropping off this afternoon. It contains a revised plan and cut sheets for the furniture and colored concrete - if this looks like it will be approved, we will resubmit revised drawings along with the landscaping plant information for the planters. Thanks. Brad Minogue, AIA Olympic Associates Co. 701 Dexter Ave. N. Suite 301 Seattle, WA 98109 (206) 285 -4300 (206) 285 -4371 fax I've stopped 13,926 spam messages. You can too! One month FREE spam protection at http: / /www.cloudmark.com /spamnetsig/} Original Message From: Minnie Dhaliwal [mailto:mdhaliwal@ci.tukwila.wa.us] Sent: Friday, July 11, 2003 9:47 AM To: Minogue, Brad Cc: Brenda Holt Subject: RE: KFC/Taco Bell Bldg permit D03 -201 Hi Brad, The Planning Department cannot sign off on your building permit until the revised plaza plan is approved by the Director of Community Development as per one of the conditions of the Design Review approval. Let me know when you will be submitting plaza area redesign. Minnie Dhaliwal Senior Planner City of Tukwila 206 - 431 -3685 Page 1 i;:::.'..�:s:.ts:ti.ywr;,,u s • " 5 z i� z . ;mo J U 00 U 0 N W J w u_¢ = a z I- I— O Z 1— U 0 I— ..z w U = O 1- z JUL -17 -03 14:17 0 L V Y P 1 C ASSOCIATES COMPANY DATE: JOB NO: TO: FROM: RE: FROM-Olympic Associate-. OLYMPIC ASSOCIATES COMPANY 701 Dexter Ave. N., 41301 Scathe, WA 98109 June 27, 2003 2002326 Minnie Dhaliwal Brad Minogue KFC Taco Bell Tukwila +206- 285 -4371 T-372 P.002/002 F -292 TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285.4371 E -Mail: bminogue @olympicassociatcs.corn Attached is a revised plan and cut sheets for the pedestrian plaza. We have made the following changes /enhancements to the design that was presented at the public hearing: • Planters with seasonal displays have been added -- we will have the landscape architect produce a planting schedule for these. • Site furnishings have been changed to a common design character which has painted ornamental metal work and contain decorative recycled plastic slats that give the appearance/warmth of wood, but will be less susceptible to damage and will maintain their appearance over time. We felt this was a better choice than all metal or concrete furniture, which would be colder in appearance and have less variety of material. We have selected brown for the metal color and cedar for the slats. • Colored concrete is provided throughout the plaza, color selected is Dusty Mauve, which relates well to the overall building colors as well as the furnishings. • We reviewed the bollard placements and determined they did not really prevent a vehicle from driving onto the plaza at the Ievel crossing area. We have relocated these to provide a better level of safety and to also demarcate the entry access. The bollards have been changed to a decorative lighted pre model in a taupe color to complement the colored concrete. • Bike parking is provided adjacent to the plaza under a canopy and will be red to match the accents on the building. Please review with Steve Lancaster and advise if these improvements over the previous design will be approved. Thank you. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: El YES NO Via Mail: Hand Delivered: Other Courier: • Via Fax: ❑ ❑ FedEx: 0 ❑ Fax#: O Total Pages, including this page: p:lharrnnn mgnt (kfc tukwila new store) 2002326 ae\orrespondence\plam. revisions 6- 27 -03.doc OLYMPI By: Brad inogue, ALA. OCI TES COMPANY Ed t 6:JS1:r..a7a '. laco L'�t 'C u{irt is '2- 7- ..,...N • RECEIVED CI`tY OF TUKWILA TRASH RECEPTACLE COVERED BIKE PARKING 2 DECORATIVE LIGHTED BOLLARDS 7 2003 goil4e0( f'4.1wci P(az (o21 w .. ��-...-, mr• r,•,. w�c�• oT ,.,`- i�',c�'..��:� r�3� .Mrtn z w J U 00 0) 0 J = F- N LL w Q co d H W Z = 1- t- 0 Z w w U� O - o I- w I L - 6 z O U= 0 z Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 1, L ESL / E, HEREBY DECLARE THAT: Notice of Public Hearing . X Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Mailer's Signature: L Ci. Board of Appeals Agenda Pkt 4 Notice of Action /l/l/ NAR E Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other P:GINAWYNETFA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM yn• Was mailed to each of the addresses listed on this VA day of t1Ay in the year 20 03 Project Name: K F G rALD 36L(__. Project Number: LOv -- 04/ Mailer's Signature: L Ci. 4 Person requesting mailing: /l/l/ NAR E P:GINAWYNETFA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM yn• Was mailed to each of the addresses listed on this VA day of t1Ay in the year 20 03 City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION To: Brad Minogue, Applicant Agencies with Jurisdiction State Department of Ecology, SEPA Division King County Assessor (for changes to land use or value) PROJECT: KFC /TACO BELL FILE NUMBERS: E03 -008 ASSOCIATED FILES: DESIGN REVIEW L03 -011 APPLICANT: BRAD MINOGUE, OLYMPIC ASSOCIATES REQUEST: BOARD OF ARCHITECTURAL RENEW FOR KFC /TACO BELL RESTAURANT LOCATION: 15036 TUKWILA INTERNATIONAL BOULEVARD This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at (206) 431 -3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). Last saved 05/07/03 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development Steve Lancaster, Director May 8, 2003 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION Steven M. Mullet, Mayor Olympic Associates Co. has filed an application for Design Review, File Number L03- 011, to demolish existing Burger King restaurant and construct a new KFC/Taco Bell restaurant located at 15036 Tukwila International Boulevard. You are invited to comment on the project at a public hearing scheduled for May 22, 2003, at 7:00 p.m. before the Planning Commission. The hearing will take place at City Hall in City Council Chambers, 6200 Southcenter Blvd. To confirm the time and date before the hearing, call the Department of Community Development at 206 -431 -3670. For further information on this proposal, contact Minnie Dhaliwal at 206 -431 -3685 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Permits applied for include: • Design Review Other known required permits include: • SEPA FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE ( ),OFFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT )DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE ( ) BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC ( ) K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY ( ) RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT ( ) PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS ( ) POLICE () PLANNING () PARKS & REC. ( ) CITY CLERK ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL CHECKLIST: ENVIRONMENTAL REVIEW /SHORELINE PERMIT MAILINGS ( ) FIRE () FINANCE ( ) BUILDING ( ) MAYOR ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE ( ) DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION" OFFICE OF A • "IGEIERAL * SEND CHKLIST W/ DETERMINATIONS *SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA (l , P:\ADMINISTRATIVEFORMS \FORMS \CHKLIST.DOC N '"V `M ` /%.0 1 1 ` �) )e �" -rat, ax-A_ IJ 3° ( ) HEALTH DEPT () PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR pcf K.C. TRANSIT DIVISION - SEPA OFFICIAL () K.C. LAND & WATER RESOURCES ( ) FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE VAL -VUE SEWER DISTRICT WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS () BRYN MAWR - LAKERIDGE SEWERNVATER DISTRICT () RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* " NOTICE OF ALL SEATTLE RELATED PLNG PROJ. ( ) DUWAMISH INDIAN TRIBE P.S. AIR POLLUTION CONTROL AGENCY ) SOUND TRANSIT ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Suhc +anti °' ^� - feet of subject property, con: Application for Shoreline Sub, written comments on the appli within 30 days of the notice of information that written comm Shoreline Permit Notice of De Mail to: (within 8 days of decis, Department of Ecology Shorela State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (cF *Any parties of record * send only the staff rep Send These Documents to DOE Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P: \ADMINISTRATIVEFORMS \FORMS \CHKLIST.DOC PUBLIC NOTICE MAILINGS FOR PERMITS n ters and to property owners within 500 ttion is ma.led/posted. The notice of ;nt that any person desiring to submit decision on the application may do so in, the hearing notice must include the hearing. E) MCS MICRO COM SYSTEMS LTD. ATTENTION n n The next image may be a duplicate of the previous image. Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. Other: STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: . Ida, & ( 77 8/(m Jam Gt/19 l gfi. f 2. Name of Applicant: "pi Co 3. Date checklist prepared: 2 • // ZcZ3 4. Agency requesting checklist: City of Tukwila 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. !VU 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. O:\A P P I I A N\ LA N D U S E. A P P∎ S G P A A P P. D O C. 08/31/01) 5. Proposed timing or schedule (including phasing, if applicable): -- t Ce Z0 0/ _6105 6 ingi 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. 1 Agency Comments Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. �l _CatSt' Please respond to all questions. Use separate sheets as necessary. 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. GM PPIIAN \ LAN DGSE.APPISEPAAPP.DGC, 001;00 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. fC] rZikA t , WA- i. / I • V Z ___/.6)3(09 a,kftrimacRai 12: Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? 2 ..uv.....- .a'= f::6 ✓ ?CAt:; .... 2�.'.. ifA- cS�i_.i"..y:::i:t "�A�.i:S�G{N c4} kze:ttv�u Please respond to all questions. Usc separate sheets as ncccssary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the sitc (circle one other: c7:1APIMAN\LANDUSE.APP ■SEPAAPP.DOC, 08)3L00 b. What is the steepest slope on the site (ap roximate percent slope)? G e ., oiling, hilly, stccp slopes, mountainous, c. What general types of soils arc found on the site (for example, clay, sand, gravel, pcat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Arr. _ct/nd sz. fricki d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. A 1'(O e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. 3 Agency Comments g • 2. Air Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as.a result of clearing, construction, or use? If so, ge erally describe. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 4(4 CV' 6S 114414/t. ( i14 \PPHAN\LANDUSE.APPISEPAAPP.000, O8;31,(H) OZ/ a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. ha f lid i _1?uY u'l6. r2SOvl�i.� is o fra -//t I a. 41 t/pfsfrvafxki _c kirieeda eX iias( hz £c rlk b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. 4 Agency Comments Applicant Responses: Agency Comments c. Propose me sures to reduce or control emissions or other impacts to air, if any: ail Water a. Surface: G:CAI'M IAN LAN DUSE.API'S@PAAI'P.DOC, O10 I,INI Please respond to all questions. Use separate sheets as necessary. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. I /o 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 1 l i c e 5 .. :G".'. -i° i+: ei:t vtS,L'.i:: , Pa'raj:6 ' nta'i� sv.:aT :wuv:uau..,a+;......,vw... ...,...:......,. . w:. y .................. w.,,.. c.w. e.. u., ,.x- +.�:,,.:�ssux.o,r.w+'.,..s. Applicant Responses: Please respond to all questions. Use separate sheets as necessary. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. . Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. AYt2 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. 1V� b. Ground: I. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Ab O: 1A PI' HAN \LANDUSE.APP1SBPAAPP.DOC, OK 31,00 6 Agency Comments ,`.,i. � ?,.`,iw,. ;:? ::lq .rii:;o- _u _.iL•.+.�isa� ._ :eJ t2.: : :Le 1::.:::frn anz:∎61: — .0: Applicant Responses: G:\ APPNAN LANDUSE.APP‘SEPAAPP.DOC, OK 3 IMO Please respond to all questions. Use separate sheets as necessary. 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. j f oe Yom_, ewvst ;9' »r;{,}tt�.ligiiv'nS+N;n 2. Could waste materials enter ground or surface � waters? � I If so, generally describe. : Tki / � ( I�I ���/�a/Ci1i'�rC[!Z'4 S I. dees � �� � ��`J � S/_v�tl = - d' . d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: CL ,i ac 1S 57%1' 7 Agency Comments .... u,.wu .n....wr..�..rrr L '"" Deciduous tree: alder, maple, aspen, other ✓Evergreen tree: fir, cedar, pine, other f/ Shrubs ✓Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, cclgrass, milfoil, other Other types of vegetation l 4. Plants Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be remove or altered? ja,f4 reaz Gl (treed c. List threatened or endangered species known to be on or near the site. c:VnrrunN\LA DUSE.nrr\scrnnrr.DOC,os/ai,uo d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Gov ii2l4 C14a,n eeL 8 1:. 4+¢ �teiWA «oLF ausab4d'aSQuaS:tic.: • . VozW:ka. • 'Aulteht .;WK^s s:iu.taac;(.5ik Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals Birds: Mammals Fish Other Hawk, heron, eagle, songbirds, other: Deer, bear, elk, beaver, other: Bass, salmon, trout, herring, shellfish, other: a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: b. List any threatened or endangered species known to be on or near the site. Wax - A'vv, c. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. � � Eleitnr�c r.val1 G:\ APPIIA \\LANDUSE.APP1SEPAAPP.DOC, U&31100 9 Agency Comments r Please respond to all questions. Usc separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 7. Environmental Health (i:UPP11AN \LAN DUSL'.APP\SEPAAPP.DOC, 08131!011 a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. 1. Describe special emergency services that might be required. 2. Proposed measures to reduce or control environmental health hazards, if any: iliat-W &VAS 6 14/4 -- - - 10 Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment,operation, other)? 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 3. Proposed measures to reduce or control noise impacts, if any: 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? T , f cam. ' r/J r 1U V-- S 7 - ii of siI . Cir/il°GL b. Has the site been used for agriculture? If so, describe. D G:\ APPHAN\LANDUSE.AMSEPAAPP.DOC, Oa31,011 11 Agency Comments Applicant Responses: Agency Comments c. Describe any structures on the si VG el4 d. Will any struc g. Please respond to all questions. Usc separate sheets as necessary. f c;:' nrrunn\LANDUSE.APP\SEPAAPr.DOC, OW31,00 res be demolished? If so, what? 1/?2c6o4f' c. What is the current zoning classification of the site? imfazorzer Cr6 f What is the current comprehensive plan designation of the site .h�� rrn s s5 6 U 17 44 • " €l ai - - a_/i _ f� -- ° - -- - - -- - -- If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. 12 ::.i.:i1S %.",1* ,e�.GRauib e 1v'ur . G L ' ' t;;...�. v;..., 1, . ysi s vl2i t ; i S l:t ir::wu: FYC�ai:cr=iQ.m+ �e qu +ua Applicant Responses: Agency Comments i. Approximately how many people would reside or work in the completed project? J• Please respond to all questions. Use separate sheets as necessary. imss' z` _ Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: fret- /fai-d_c_ c: \APPI IAN\ LAN DUSE.AI'P\SEPAAPP. DOC, 08 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low - income housing? 13 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low - income housing. c. Proposed measures to reduce or control housing impacts, if any: 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior b ilding matcrial(s roprr? ( i:. APPIIAN\ LANDUSE.APPSEPAAPP.DOC,118/31 b. What views in the immediate vicinity would be altered or obstructed? �Vo _ _ . c. Proposed measures to reduce or control aesthetic impacts, if any: eda 7 5th iitdired rkIS OW Or r4cc, 7 • R/4//;1 Agency Comments 414' +y • r+tuu s w:x ur �sw r a ascr z z � z � w O 0 cn • w -1-- U) u_ w O g Q = cn Cl w z zo 0 0 o i— w • w Z w 0 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 1 1. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? _Ric /ifs to if/Nom -- _ - } - - -- ; - ; - -- u s h fv � - g f 4 re • b. Could light or glare from the finished project be a safety hazard or interfere with views? i wsd 14 ilia c. What existing off-site sources of light or glare may affect your proposal? VAC GA APPIIAN \LANDUSE.APPISEPAAPP.DOC, 08131110 Z "kw(' - anti "1 41. / - f ft/c" ir`1a� - -- , Q d. Proposed measures to reduce or control light and glare impacts, if any: a f b ate. . 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? ate 15 Agency Comments M1 i ;J.taaa/uys�.+:Yce+aliu�iG:a,�o • . :tom,•• a34mmi. Ac:A∎,ruwr¢f,. . z z cc n: O 0 • 0. w J F-' N LL wO 2 • •. u E" = z � Z ° W n O 92 o � • w w I0 LL ui • (0 O ~ z • 3 Please respond to all questions. Usc separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. O:\ ArrHAN\LANDUSE,APP\SEPAAPP.DOC, 089 LINT isaMei. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NOIVL 13. Historic and Cultural Preservation a. Arc there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. /V •ki/~1 • b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Nrite. k/lOWY i c. Proposed measures to reduce or control impacts, if any: 1 v�� 16 z z • w J U O 0 ' W = J 1.— u1 0 g D co a . H= z � I-0 Z �- U.1 uj 0 52 I U isi U O '- z ... ,i :•_' z�::. :::,;:, u. �e:,. isSN�. i:.: �; w.,: ..�Nx; >,:i�:;.:i:.i4:�irc',t �ki t3ii tim°.:.....; t ; ;�k:.ni,:::�:z:a,u'.:a:�irL'Ls: tai;: i�, �:: res�. aia�: z1.;: .u:.:eiT�v.��v.:wznr,c;.: «:�c�� 'si Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. ¶jttof 1111Vfate t f Riir1 S. /SZ"d na i d G - .5erVed Z. ar7 Cm___? - 11ni__kit - e 1 Z ?• aaess e fG f-- d �ac�.r b. Is s 4'a l served by public transit? If not, what is the approximate distance to the Y Y P � pp nearest transit stop? - -- 1 • ' w corAw G:W PI 'I IAN \ LAN DUSE.APP \SEPAAPP.DOC, 1)1V31,00 now 7S c. How many parking spaces would the completed project have? How many would the project eliminate d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). /d. er 17 -. c. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. 17 Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. - -- 7 31C 225 075 VeJf4lcJh2I ' 1r (i:1A I'I'I IAN ILAN DUSILAI'P1SEI'AAPP. DDC. II8'31, INI I/O /V? _vot'hd oce.in /Ural _171016 //3 -J o ' Sex, --7W) . g. Proposed measures to reduce or control transportation impacts, if any: 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce or control direct impacts on public services, if any. RIC 16. Utilities a. Circle utilities currently available at the site: e lectricity, natural gas, water, refuse service, telephone, sanitary sewer optic system other: a.•;: ili4: y' ia+ wir.: crur' t'.+ v:'. x•: s�' r.. ric+: csR: scim :rtwsvuiti�.b+ ° awawAa'�.a'r.u - 18 Agency Comments C. SIGNATURE The above answers ar Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Veda/4_ c444 - -- -_l - di 7 6• � L vedvve comnst- re and complete to the best of my knowledge. I understand that the lead akc its decision. agency is relying on them Signature: Date Submitted: G:\ ArrnnN\LANDUSG.APP∎SErnnrr.DOC, ns;3inx) (NON- PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). 19 Agency Comments Date: 2 11 • o J DIRECTIONS City of Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Applicant Namc: Street Address: City, State, Zip: Telephone: if4u/legv, G ppp 64s Tor /.("c{ ti . ve3c)i 2er This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. 1 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 - 11). Please circle appropriate response. NO - Continue to Question 2 -0 YES Continue to Question 1 -1 (Page 3) 2 - 0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 - 8). Please circle appropriate response. NO - Continue to Question 3 -0 YES - Continue to Question 2 -1 (Page 4) 3 - 0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 - 15). Please circle appropriate response. NO - Continue to Question 4-0 Y S - Continue to Question 3 -1 (Page 5) 4 - 0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. NO - ontinue to Question 5 -0 YES - Continue to Question 5 -0 5 - 0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not -mpt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. NO Continue to Question 6-0 YES - Continue to Question 6 -0 City of Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and sche duled maintenance. Continue to the next question as directed for each No or Yes answer. May 24, 2001 7 Part A (continued) City of Tukwila ESA Screening Checklist 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle ropriate response. Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answe r. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and /or sedimentation in watercourses, the Green /Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and /or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. Continue to Question 1 -3 YES - Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES Continue to Question 1 -4 Part B continued) May 24, 2001 3 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. 0 Continue to Question 3 -0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green /Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast- height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green / Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) 1 -4 Will your project generate stonnwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stonnwater treatment and management system intended to contain all stonnwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stonnwater management system specifically designed to infiltrate stonnwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) (E) Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. May 24, 2001 City of Tukwila ESA Screening Checklist 4 _.1 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green /Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green /Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green /Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 May 24, 2001 City of Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 5 z w 00 CO J = H w 0 u. Q = • d F w Z t-- I— 0 Z w w U � O P . O F- w uj I0 0 . ..z w U O z Part D (continued) City of Tukwila ESA Screening Checklist 3 - Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3 -7 YES - Continue to Question 3 -7 3 - Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3 -8 YES - Continue to Question 3 -8 3 - Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) May 24, 2001 6 .;41.0..kre 44...riiU+?. :;t tarF� =nws1.xid ila:aiw;4:aLUrw5Nee4 :004300- 0210 -05 PARTNERS PREFERRED YIELD IN850351 DEPT PT —WA 23116 PO BOX 25025 GLENDALE CA 00430Q- 0152 -05 • MRGSMA KENNETH A 4003 S 152ND ST SEATTLE WA 004300- 0157 -00 bELAYNEH SISAY WONDIMU BERHANE 3741 S 152ND ST TUKWILA WA 004300- 0195 -04 MAKO INVESTMENT LLC PO BOX 1072 MERCER ISLAND WA 004300- 0200 -07 KIRKLAND INVESTMENTS INC 319999 11801 NE 48TH PL KIRKLAND WA 98033 957250- 0010 -06 BEUTLER CARL E JUDY 3728 S 150TH ST SEATTLE WA ;78 98188 10S024 98168 120215 98040 91201 98188 004300 - 0096 -04 COMISKEY 24 MC R 24 D 5 93RD PL MANDY PARK WA A N WA 004300- 0093 -07 EATON GEORGE L 14904 97TH PUYA WA 004300- 0100 -08 KEY BANK OF WASHINGTON 931113 C/O FIRST AMER TAX VALUATN PO BOX 560807 DALLAS TX 7535b 004300 - 0105 -03 FOY FRED 21312 212TH AVE SE MAPLE VALLEY WA 004300- 0108 -00 VESPER MERRILL K 18619 SE 346TH ST AUBURN WA 004300 - 0112 -04 VESPER MER 18619 . K 346TH ST 004300 - 0115 -01 KIM CHUE 3730 CENTRAL ST SE OLYMPIA WA 004300 - 0116 -00 VESPER HELEN LOUISE 3705 S 152ND ST TULWILA WA 004300 - 0130 -02 KING COUNTY 500 K C ADMIN BLDG SEATTLE WA 004300- 0135 -07 ATKINSON EUEL H JR+MARY K 15212 37TH PL S TUKWILA WA 004300 - 0140 -00 LAVOIE REGINALD 0 3735 SOUTH 152ND ST SEATTLE WA 004300 - 0145 -05 FLORES EULOJIO 3731 S 152ND ST SEATTLE WA 430006 98166 ELLEN102645 98375 772620 98038 319999 98092 319999 98092 882203 98501 159999 98188 60E023 98104 709999 98188 809999 98188 0779 98188 z ~ 00 co o J = 1 _ N LL w LLQ CO = z � 1- 0 z t- w uj 0 O - O I- w w z U (I) O ~ z 004100- 0642 -05 KNUTSON DAVE A 11835 9TH AVE SW SEATTLE WA 004100- 0643 -04 BRIGGS SONDRA 3740 S 152ND ST SEATTLE WA 004100- 0650 -04 BELT.Z TED C 3730 S 152ND TUKWILA WA . 004100- 0655 -09 RAINBOW PROPERTIES LLC 2737 78TH AVE SE MERCER ISLAND WA 004100 - 0660 -02 RAINBOW PROPERTI C 27377 SE .- MC`KC ISLAND WA 004100- 0670 -00 DUMOVIC HOSEPH L +GRACE A 201894 27060 SE 196TH ST MAPLE VALLEY WA 98038 004100- 0680 -08 DESIMONE FRANK SR PO BOX 68902 SEATTLE WA .004100- 0690 -06 HAWLEY ENTERPRISES INC PO B0X 1002 ENUMCLAW WA 1004300- 0080 -02 COMISKEY ROBERT C/0 MCDONALD'S 245 SW 193RD PL NORMANDY PARK WA 004300- 0090 -00 COMISKEY ROBERT C/0 MCDONA 245 RD PL MANDY PARK WA 004300- 0093 -07 EATON GEORGE L & MARY ELLEN102645 14904 97TH AVE E PUYALLUP.WA 004300 - 0095 -05 KACZMARSKI VERNON H 3459 S 152ND ST TUKWILA WA `. 077 98146 2N9999 98188 299999 98188 009999 98040 009999 98040 391782 98188 353089 98022 430006 98166 430006 98166 98375 162224 98188 004100 - 0536 -04_ DUNSTAN THC � S E JR PO B0X 245 NAALEHU HI 004100- 0537 -03 DOFREDO NESTOR A 1531 15TH AVE S SEATTLE WA 004100 - 0540 -08 CONNELL ANTIA J 3723 S 150TH ST TUKWILA WA 004100- 0544 -04 PACHUCKI ALAN R +DANIELLE F 729999 3735 SO 150TH ST SEATTLE WA 98 004100 - 0545 -03 FAST DANNY M 23837 108TH AVE SE #230 KENT WA 004100- 0546 -02 FAST DAN 238 08TH AV SC #230 T WA 004100 - 0551 -04 OLYMPIC a PO 69736 EATTLE WA 004100 - 0553 -02 WEYNA CYNTHIA A 4003 S 150TH ST TUKWILA WA 004100 - 0640 -07 WELLING MICHAEL G 3748 S 152ND ST SEATTLE WA 004100 - 0641 -06 WELLING L G 374 152ND ST ATTLE WA 120234 96772 939999 98.144 209999 98188 204018 98031 2N4016 98031 004100 - 0549 -09 OLIVIER CHRISTOPHER +EWA 8 409999 3805 S 150TH ST TUKWIILA WA 98188 004100 - 0550 -05 OLYMPIC DEVELOPMENT NW INC 279999 PO BOX 69736 SEATTLE WA 98168 LOPMENT NW INC 279999 98168 049999 98199 999999 98188 999999 98188 Z ~ • w 6 J U O 0 W = - F- U) w w uQ = w Z = F- 1- 0 Z • w O • - o 1- w I F - 0 u. O .. Z w 0 Z 00410,0- 0493 -05 HAWLEY ENTERPR INC PO BOX 100 ENUMCL A EN 004100 - 0494 -04 HAWLEY ENTERPRIS PO. BOX 100' WA PO BOX . 0807 DAL TX 004100- 0513 -01 KANG YONGSIN 1550 ALKI AVE SW APT 500 SEATTLE WA 004100- 0514 -00 KERN GERARD J +CAROL A PO BOX 389 MEDINA WA 004100 - 0515 -09 BANWAIT SUKHCHAIN S 3415 S 150TH ST TUKWILA WA 004100- 0516 -08 KANG HEE YEOL & SEE JEE 1550 ALKI AVE SW #500 SEATTLE WA 004100- 0520 -02 WENDCO NW LTD PRTNRSHP ATTN TAX DEPT PO BOX 256 DUBLIN OH 004100- 0530 -00 WENOCO NW LT' ••TNRSHP ATTN TA : PT PO 256 DUBLIN OH 004100- 0534 -06 WONG STEPHEN PO BOX 21686 SEATTLE WA 98026 089 98022 353089 98022 004100- 0495 -03 KEY BANK OF WA TON 931113 C/O FIRST R TAX VALUATN 75356' 08 36 36 98116 775473 98039 839999 98168 143110 98116 004100 - 0517 -07 HENKLE FAMILY TRUST 490006 C/O HENKLE D R E B J T R S T E E 147 SWINOMISH DR LA CONNER WA 98257 2N1016 43017 2N1016 43017 919999 98111 004100- 0535 -05 HEADLEE MICHAEL +DELORIS 229999 23808 90TH PL W EDMONDS WA • 004100 - 0310 -06 KHAIRA PAR 'T S +RANJIT K 109999 19638 104Th AVE SE RENTON WA 004100- 0321 -03 WEST MICHAEL J 14864 PACIFIC HIWAY S SEATTLE WA 004100- 0325 -09 WEST MIC J 1804 LITARY RD S TLE WA 004100 - 0329 -05 WEST MICHAEL J +DONNA F 18047 MILITARY ROAD S SEATTLE WA 004100- 0335 -07 OCTON HOLDINGS INC 111162 %ORECM ESCROW ADMINISTRATION 1717 MAIN ST 12TH FL— ESCROW DALLAS TX 75201 004100- 0350 -07 KANG YONG JA 19235 INDEX ST #4 NORTHRIDGE CA 004100- 0395 -04 MAYER R L 2133 SW 173RD PL BURIEN WA 004100- 0403 -04 MAYER KARL R +DEBRA 3515 SW 170TH BURIEN WA 004100 - 0406 -01 DEROVIN ROY H 1157 N 166TH SEATTLE WA 004100- 0409 -08 DEROUIN ROY H 15061 MILITARY RD S SEATTLE WA 004100- 0416 -09 ARIF SAVED M 15047 MILITARY RD S SEATAC WA 004100- 0480 -00 KANG HEE YEOL 6 SEE JEE 1550 ALKI AVE SW #500 SEATTLE WA 98055 L0177 98168 R0677 98188 719999 98188 151822 91326 462214 98166 990041 98166 743640 98133 98188 109999 98188 143110 98116 z re 2 00 N -i _ F- w 2 u_? E a = w F— _ z � 1— O w O • N o I- w w I L I Z w U O ▪ ~ z **#** *.****** **** ******* ***** ** #_#** #y r' COMMENTS ' � � i 1'" � S' ' ;i 3 i S f � : 'Y� � ''ac F '! 'x �' .' . '..; �i .j. F j! �c :? . :: j :i: �< 4• : . 4100 - 0055 -05 BLUE GLENN C 551237 VERTREES FRANK 3400 S 150TH SEATTLE WA 14100- 0130 -04 CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 98188 120643 98188 I111„I,.1,1111, 5111 1,,,1,1„1,1,1 „1,1,1,11 I I ., I.I I * * * •* * * * *ECRWSS**C OCCUPANT 15001 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II.11.1.,1,,,. III„ I ,15,I II ,,,III * * * * * * * *ECRWSS**C OCCUPANT 15011 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II.I..I,.I..,, IIi,. i, I„l. 1, I. I ,.I,I,I.,I.I,111111I.1.1 * * * * * * * *ECRWSS * *C -019 OCCUPANT 15015 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 Il . 1.. 11, I., ,.111,5111,5155,I,1 II.,,I..II.1.,.1I * * * * * * * *ECRWSS**C-019 OCCUPANT :#A 15025 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2232 11. 1.5 1.1 1, ...111„1111.1,1,11151111II 1 * * * * * * *ECRWSS * *C - 019 OCCUPANT 15019 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 11 , 1.. 1.. 1.. VIII,. I. I., 15,. 11 11 ,I,I,11,11151151.11 * * * * * * * *ECRWSS * *C -019 RESIDENT 15013 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 11 1 115,1 * * * * * * * *ECRW. • 9 RESIDENT 15013 LA INTTERNATION BLVD TLE WA 98188 -2245 11 51111 .11,1.,111.11,15115 „1,1,.1, I, I., 1,1111111 * * * * * * * *ECRWSS ** - RESIDENT 15013 INTERNATION BLVD LE WA 98188 -2245 I/. 11 III.. I 11 . L 4,I„ 1, 1 * * * *• * *ECRWSS * *C -019 OCCUPANT 15029 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 * * * * * * * *ECRWSS **C -019 OCCUPAN1 15037 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 11 5 1 . , 11 , 1 , ,,, 111 „1, 1 „ 15 , ,1.11 1111,1 „15 1,1,,.11 „1 ,15,1, 1,1 * * * * * * * *ECRWSS**C-019 OCCUPANT 15035 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 * * * * * * * *ECRWSS * *C -019 OCCUPANT 15045 TUKWIL.A INTERNATION BLVD SEATTLE WA 98188 -2245 11.11111.111,111I.,I I.,I,., 1.1..15111,.1, { „ {, { { „II „511,{.1 * * * •* * * * *ECRWSS * *C -019 OCCUPANT 15060 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 * * * * * * * *ECRWSS * *C -019 OCCUPANT 15058 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 11 111 111 11,111 11111 111111111 1111 1.111„ 11 * * * * * * * *ECRWSS * *C -019 OCCUPANT 150.36 TUKWILA INTERNATION BLVD SEATTLE WA 98188-2244 111i111,.I.... III „I,I „11,1111 „I,i,l „i,l „11,11111 11.1 * *• * * 4 * *• *ECRWSS* *C -019 OCCUPANT 15010 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 •t• * * * * * * * *ECRWSS * *C -043 RESIDENT #101 14828 MILITARY RD S TUKWILA WA 98168 -4263 11, 1111„1,,,, I I, 11„1„1„1„1„ 1, 1, 11,,,, 11,,, 1, 11,,, 1, I„I I * * * * * * * *ECRWSS**C-043 RESIDENT #102 14828 MILITARY RD S TUKWILA WA 98168 -4 263 * * * * * * * *ECRWSS * *C -043 RESIDENT #103 14828 MILITARY RD S TUKWILA WA 98168 - •4263 1 1 , 1„1„1„ „II „I „1 „I „ „ 1, 1,11 , 1,11,1,,,, I, II * * * * * * * *ECRWSS * *C -043 RESIDENT #104 14828 MILITARY RD S TUKWILA, WA 98168 -4263 II , 1 „ 1 „ 1, , ,,I111I „1 „I „1 „I„ 1,1, I1,,,,I 1,,,il,il,,,I1,,,I * * * * * * * *ECRWSS * *C -043 RESIDENT #105 14828 MILITARY RD S TUKWILA WA 98168 -4263 II , I 1 I ,,,, 11, 11„ I„ I „I„I„I,t,I1,,,,1111,II,,,IIi,I „I * * * * * * * *ECRWSS * *C -043 RESIDENT #106 14828 MILITARY RD 5 .TUKWILA WA 98168 -4263 I 1 , 1 „ 11 „1111,II „ „I „1111 „ „ * * * * * * * *ECRWSS * *C -043 RESIDENT #107 14828 MILITARY RD S TUKWILA WA 98168 -42.63 1161111.111,1,1111 1 „1 „1 „1 „1„ I,i,It,,,,II,,,II,,,Il,I,,,ll * * * * * #, * *ECRWS3 * *C -043 RESIDENT #108 14828 MILITARY RD S TUKWILA WA 98168 -4263 II,I „I „I,,,,Ii,li „1 „1 „1 „1 „1,1,11,,,,11,,,11 „I „ I,I I „I * * * * * * * *ECRWSS * *C -043 RESIDENT #109 14828 MILITARY RD S TUKWILA WA 98168 -4263 * * * * * * * *ECRWSS * *C -043 RESIDENT #110 14828 MILITARY RD S TUKWILA WA 98168 -4263 .,n * * * * * * *E_CRWSS * *C --034 OCCUPANT 15252 TUKWILA INTERNArION BLVD TUKWILA WA 98188-2246 * * * * * * * *ECRWSS**C-034 OCCUPANT 15244 TUKWILA INTE'RNATION BLVD TUKWILA WA 98188 -2246 il, l„ I,, I,,,,III„I,I IIII III *• * * * * * * *ECRWSS * *C -034 OCCUPANT 15210 TUKWILA INTERNATION BLVD TUKWILA WA 98188-2246 I I,I„I.,I,,,,III„I,1111111111, „11,1„1 „1,II „1,11,,,1,1 „1 * * * * * * * *FCRWSS * *C -034 OCCUPANT 3480 S 152ND ST TUKWILA WA 98188 -2142 II,I „1 „1 „„111„1,1„1,,,1,1,,,111„1,,,,11 „1,11,,,1 * * * * * * * *ECRWSS * *C -034 RESIDENT #102 3469 S 152ND ST TUKWILA WA 98188 -2181 Z 1 ' U0 U U: • LLJ J U ~. w IL. co a = W z � I- 0 z I— W • W U � 0 - O I- W w. I I- L I O ' W Z U 0 1- O ~ z 11 1111115111111111111111 11111111111111111111111 111111. 1.l li lt * * * * * * * *ECRWSS * *C> 4 RESIDENT #201 3469 S 152ND S r TUKWILA WA 98 188 -2183 It,I111111 111111111111111 /1111111,111„ Ills 11111 Sill 1111111111 * * * * * * * *ECRWSS* *C -034 RESIDENT *202 3469 S 152ND ST TUKWILA WA 98188 - 2183 1 11 11 1 111 11 11 11 111111 I It 1 111 11111 II II II I I I II II I II II IS * * * * * * * *ECRWSS * *C -034 RESIDENT #203 3469 S 152ND ST TUKWILA WA 98188-2183 11 1111„ 5III111111111 ,,IIII,IIt,Il11i1,liii * * * * *• * * *ECRWSS * *C -034 RESIDENT #204 3469 S 152ND ST TUKWILA WA 98188 -2183 11 1111111111Il illl liIII Ills111111 . * * * * * * * #ECRWSS * *C -034 RESIDENT # #205 3469 S 152ND ST TUKWILA WA 98188-2183 11111111111, 11111/, I, 11 1111.1lIl1111111111III111lIll1I III * * * * * * * *ECRWSS**C-034 RESIDENT *206 3469 S 152ND ST TUKWILA WA 98188 -2183 11 . 15 11.1 1./ 1111111 1, 151 I1 1, 11 11 1ItlIl1I1111111I,1111111111111 * * * * * * * *ECRWSS**C-034 RESIDENT #207 3469 S 152ND ST TUKWILA WA 98188-2183 1111111111111511111111,.111111 11111111 11111l.1111111111111,ill * * *• * * * * *ECRWSS**C-034 RESIDENT #208 3469 S 152ND ST TUKWILA WA 98188 -2184 1 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II II I ISI II Ii 1 1111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #209 3469 S 152ND ST TUKWILA WA 98188 -2184 11 1111111111$11111111111111 11 111111111111111 1 11111111 1 1111 1111 * * * * * *• * *ECRWSS * *C -034 RESIDENT *210 3469 S 152ND ST TUKWILA WA 98188 -2184 il,I ,lll.l „ IIiIIIIIItilil,ll , ll/ /1111115/11,1111 11,1,111 * * * * * * * *ECRWSS**C-034 RESIDENT *211 3469 S 152ND ST TUKWILA WA 98188-2184 11515111 111 11111 I 11Ill.1155115151111111 IIl illlll l, l,.11lll lilt * * * * * * * *ECRWSS**C-034 RESIDENT *212 3469 S 152ND ST TUKWILA WA 98188 -2184 111 1111,1 111 1 , 1111 11, .^ -1 1, 11 1 11 .111 * * * * *' * *ECRWSS**C-034 RESIDENT #10.3 3469 S 152ND S7 TUKWILA WA 98188-2181 11 1 11111111111111, 11111, 111, i, I .IIIIt11l,1IlIllsIlI1111I1.11ll is * * * * *• * *ECRWSS**C-034 RESIDENT .104 3469 S 152ND ST TUKWILA WA 98188 -2181 11,11lIIlil„1 III„ 1, i ,,Il1,1,I,Iliiil111.,1111111 /I1 III * * * . * * * *ECRWSS**C-034 RESIDENT *105 3469 S 1.52N1) ST TUKWILA WA 98188-2181 I 1 1 11 111,1,1,1111 I I I I 1 1 1 11 /11 I I, I I I I 111 11 1/11111 I I I I I l I l I I.l I I * * * •* * * * *ECRWSS**C-034 RESIDENT #106 3469 S 152ND ST TUKWILA WA 98188-2181 1 1 1111111111111111 11111 1111,111111111111, 11111111 * * * * * * * *ECRWSS**C-034 RESIDENT #107 3469 S 152ND ST TUKWILA WA 98188 -2181 111111111111.111111111., 111111111 111I,1I,1,1111111155i15111111 * * * * * * * *ECRWSS**C-034 RESIDENT #108 3469 S 152ND ST TUKWILA WA 98188 -2181 Ii , 1111111151 1111111111 1111,11 11111111111111111.11,511111 II111 * * * * * * •* *ECRWSS**C-034 RESIDENT #109 3469 S 152ND ST TUKWILA WA 98188-2182 I II1 I IIIIIIIIIII 1111111111,1 1 ,IIiI *• * * * * * * *ECRWSS**C-034 RESIDENT #110 3469 S 152ND ST TUKWILA WA 98188 -2182 11 1111111 1, IIIIII .IIII,III1.1115111111IIIIIIII I,Iil,il 111 I,.11 * * * * * * * *ECRWSS * *C -034 RESIDENT #111 3469 S 152ND Sr TUKWILA WA 98188 -2182 1 1 111111111111111. 1111,.11 111115111111111111111111 ,11.11111111 * * * * * * * *ECRWSS * *C -034 RESIDENT * 1 12 3469 S 152ND S1' TUKWILA WA 98188 -2182 11 11111111111111111111111111111 1111111111111111111111111111111 * * * * * * * *ECRWSS * *C -034 RESIDENT ##113 3469 S 152ND sr TUKWILA WA 98188 -2182 II. 1. 11, Ii. 1. IIIII. IIIIII ,1511I1111111111.1i,15.11.1 I Hi * * * * * •* * *ECRWSS**C-034 RESIDENT *114 3469 S 152ND ST TUKWILA WA 98188-2182 WeN q a. ::.... ........�... ...... v....» may. n; � ±« �. r,... vnn+; lm. r1,P Pi k *3,1P1F:R;'tfi II I II IIIIIIIIIIIIll11111I11I1111 11111111111111111111II " 111 * * * * * * •* *ECRWSS * *C —C RESIDENT #111 14828 MILITARY RD S TUKWILA WA 98168 -4263 11 . 11111111111111111111111 111111111111111 * •b• * * * * * *ECRWSS**C-043 RESIDENT *112 14828 MILITARY RD S TUKWILA WA 98168 -4264 1111.11 11I1111II11I1111111 I11111 II * * •* * * •* * *ECRWSS * *C -043 RESIDENT *113 14828 MILITARY RD S TUKWILA WA 9816874264 I I,11,111111111 I,t I11 I11111 I11111111 ,11111 I1111111111111111111 * * * * * •x• * *ECRWSS**C-043 RESIDENT *114 14828 MILITARY RD S TUKWILA WA 98168-4264 11 1111111111111111 1 11111111111 1 1111111 1 11111111111111111111 1 11 * * * * * •* * *ECRWSS * *C -043 RESIDENT #115 14828 MILITARY RD S TUKWILA WA 98168 -4264 11,1111,1111 11,1111111 I.,I.IIII11.1.1I I,.I,11II11,.11 '60 * * * * * * *ECRWSS**C-043 RESIDENT #116 14828 MILITARY RD S TUKWILA WA 98168 -4264 11 11111. 111111II• I11111 ,IIII * *• * * * * * *ECRWSS * *C -043 RESIDENT *117 14828 MILITARY RD S TUKWILA WA 98168 -4264 I I, I,, 1,111111 11 1 I, 1 1111.11 1 1 .111 111 I I .I, 1 1 I * * * * * * * *ECRWSS**C-043 RESIDENT #118 14828 MILITARY RD S TUKWILA WA 98168 -4264 11 111111111111111 I I1, 111 11111111111111111111111111111111 .111 I1 * * * * * •* * *ECRWSS * *C -043 RESIDENT #119 14828 MILITARY RD S TUKWILA WA 98168- 4264 II I11 111111111, 11111• II/ IIIIIIIIII ,I1111IlIl II 5 IIIIIIIt11111 * * * * * * * *ECRWSS* *C -043 RESIDENT *120 14828 MILITARY RD S TUKWILA WA 98168 -4264 11 I..I.111•I1111111II, 11111. 11111111II11 .I111111• I.li1I•IIIII * * * * * * * *ECRWSS * *C -043 RESIDENT *121 14828 MILITARY RD S TUKWILA WA 98168 -4264 IIII,IIIII IIIII.• IIIIIIII ,IIIIIII II,,,1111111.1151111• III * * * * * * * *ECRWSS * *C -043 RESIDENT *122 14828 MILITARY RD S TUKWILA WA 98168 -4264 t: • Il llllit111111111111 •I,.. /1111111111111111111111 * * * * * *ECRWSS * *C -043 RESIDENT #201 14828 MILITARY RD S TUKWILA WA 98163 -4265 11 1 111 111 1111111 . I * * * • * * * *ECRWSS * *C -043 RESIDENT *202 14828 MILITARY RD S TUKWILA WA 98168 -4265 11 111111111111111111111111.111 I /11/111111111111 I,I II.11...1III * * * * * * * *ECRWSS * *C -043 RESIDENT *20.3 14828 MILITARY RD S TUKWILA WA 98168 -4265 11 11 , 1I11I11 ,1I11 ,111111 111111111111 111 * * * * * * * *ECRWSS**C-043 RESIDENT #204 14828 MILITARY RD S TUKWILA WA 98168 -4265 II III III II1 1I1I1 , 1 11,I, 1111 ,III I III * * * ai• * * * *ECRWSS**C-043 RESIDENT *20:5 14828 MILITARY RD S TUKWILA WA 98168 -4265 I I1111 111111111I 1111111111 I1,I1,I1111 I11 III11II11I 1111 * * * * * * * *ECRWSS**C-043 RESIDENT *206 14828 MILITARY RD S TUKWILA WA 98168 -4265 II II•III 11 1111 II11111111115 I.II (IIIII II111IIII II,III11•II11111 * * * * * * * *ECRWSS * *C -043 RESIDENT *201 14828 MILITARY RD S TUKWILA WA 918168 -4265 1111,111111,11111III II,11111,111•I.I•III•.l I.1I1I•I.III I111l1 * * * * *• * * *ECRWSS * *C -043 RESIDENT *208 14828 MILITARY RD S TUKWILA WA 98168-4265 II III.11111111111111111•II.I 11111111111 ,1I /I,11.1.111111/1.11 * * * * * * * *ECRWSS * *C -043 RESIDENT *209 14828 MILITARY RD S TUKWILA WA 98168 -4265 1 1111111 111111111111 III 111IIIIII1111111111I , 11111111111111/111 * * * * * * * *ECRWSS**C-043 RESIDENT *210 14828 MILITARY RD S TUKWILA WA 98168• -4265 I I I I 1,1 I I I I 111 I I 1 I I I I I 1 I I I, 111 I I, 111 I I I I, I I I I 1 I I I 01111H I * * * * •* * * *ECRWSS * *C -043 RESIDENT #211 14828 MILITARY RD S TUKWILA WA 98168- 4265 11 111111 1 1111•I I11 11 1 1, .111111111 I•I1 II111 I, 111111111 * * * •* * * *• *ECRWSS**C-043 RESIDENT *212 14828 MILITARY RD S TUKWILA WA 98168 -4265 o rs I. I, I„ I„ I,.,. II, II„ 1„ 1„ I., 1 .,1,1,11,..II,,.II,,.,I * * * * * •* * *ECRWSS * *C— 3 RESIDENT *213 14828 MILITARY RD S TUKWILA WA 98168 -4266 11 I1.,1 1.1 II II 11,11„ 1. ,11.11,111111111,,,11,,,11,,.1„ 1111,,1 * * * * * * * *ECRWSS * *C• -043 RESIDENT *214 14828 MILITARY RD S TUKWILA WA 98168 -4266 11. 1,. 1„ 1,,,, lI, II.. I,. I„ I., I,.I,I.II,,,II.,,II,..I,I,i,l „I * * * * * * * *ECRWSS * *C -043 RESIDENT *215 14828 MILITARY RD S TUKWILA WA 98168 -4266 :r' ! 11,1„1„1,,,,11,11„1.,1„1,.1„ 111111,.,II,,.11.„1I„1„1.1 * * * * * * * *ECRWSS * *C -043 RESIDENT #216 14828 MILITARY RD S TUKWILA WA 98168 -4266 1111 1111111 1111 1, 11„ 1 .. 1 „ 1 „ * * * * * it * *ECRWSS * *C -043 RESIDENT *217 14828 MILITARY RD S TUKWILA WA 98168 -4266 II.I „I,.I,.,,II.II.,I „I..1„I „111111,,,11,,,11,.1 „1.,11.,1 * * * * * * * *ECRWSS * *C -043 RESIDENT *218 14828 MILITARY RD S TUKWILA WA 98168 -4266 * * * * * * * *ECRWSS * *C -043 RESIDENT *219 14828 MILITARY RD S TUKWILA WA 98168 -4266 II, I., I.. I,,,, II. II„ I „I,.I,.I.,I,I,II,.,II.,I,,,III II,I * * * * * *• * *ECRWSS * *C -043 RESIDENT #220 14828 MILITARY RD S TUKWILA WA 98168-4266 Ii . I.. I„ I,,., II, II,. I„ I„ I,. I,.111,1111111„i,,.111111111,11 * * * * * * * *ECRW S S * *C -043 RESIDENT *221 14828 MILITARY RD S TUKWILA WA 98168 -4266 * * * * * * * *ECRWSS * *C -043 RESIDENT *222 14828 MILITARY RD S TUKWILA WA 98168 -4266 II,I„I „i,,,, 111„ I, 1 l,I,,,III111„I„I,II,,,,II,,,I,II * * * * * '* *ECRWSS**C-034 RESIDENT *213 3469 5 152ND SF TUKWILA WA 98188 -2184 II,I „1„1,,,,111„1,1„1,, .1,1,,,111„1 „1 „1,11,,,1„1,,,111 * * * * * * * *ECRWSS**C-034 RESIDENT *214 3469 S 152ND ST TUKWILA WA 98188 -2184 II.i,.1,.1,.,. 111. .1,1 „i.,.1.111111I..i„I,111,,,l II „11,,11 * * * * • * * *ECRWSS* *C —.034 RESIDENT #301 3469 S 152ND SF TUKWILA WA 98188-2185 * * *• * * 4c * *ECRWSS * *C -034 RESIDENT *302 3469 S 152ND ST TUKWILA WA 98188-2185 11 ,1,.I..I,,.,1111,11 1,.1,,.1.1,,,111,.1,.1.1,1,,,11 „ 1,.1,1,1 * * * * *• * * *ECRWSS**C-034 RESIDENT *303 3469 S 152ND Sr TUKWILA WA 98188- -2185 II,I..I,.I,,,. III., I. I., I.,, I,I,.,III„I„I,I.I,111.1,,,1 „11 * * * :`E * * * *ECRWSS**C-034 RESIDENT *304 3469 S 152ND ST TUKWILA WA 98188 -2185 11 .1,.1..1,.,,11 i,.l.l,.l,,, i.l...l1I,.I,. 1.1,1„1.1 1 I I I * * * * * * *• *ECRWSS * *C -034 RESIDENT *305 3469 S 152ND ST TUKWILA WA 98188-2185 II .I..I „1.,,,111..1,1.,1,,.1.1 ,.,111..1.,1.1,1..1,,.,11,..111 * * * * * *• * *ECRWSS * *C -034 RESIDENT *306 3469 S 152ND ST TUKWILA WA 98188--2185 1 11111 111 111111111$1111111111 111 111111111111111111 111 111111111 * * * * * * * *ECRWSS * *C -034 RESIDENT *307 3469 S 152ND SC TUKWILA WA 98188-2185 1111 11 , . , 1 1 1 , . 1 1 1 1 . I . , , 1,1 II 1111 * * * * * * * *ECRWSS * *C -034 RESIDENT *308 3469 S 152ND ST TUKWILA WA 98188-2186 I 1 . 1 1 , 1 „ 1 , . , , 1 1 1 1 1 1 1 1 . , 1„ I, 1111111„ „ „1 1 „ 1 1 * * * * * * * *ECRWSS * *C -034 RESIDENT *309 3469 S 132ND sr TUKWILA WA 98188 -2186 11111111115 ,,,111,.1.1,.1,.,1 .1,..111,.1,.11 „ 1„ 1.,1.1 „ 11.,1 * * * * * * * *ECRWSS * *C -034 RESIDENT #310 3469 S 152ND ST TUKWILA WA 98188 -2186 1111111 „11,11111111,11,11„1,1 „11111,111111111111,111,1111,1 -* * * * * * * *ECRWSS * *C•' — Th4 RESIDENT #311 3469 S 152ND ST TUKWILA WA 98188 -2186 11 511,1„ 1, 111 1 11,11,1, 1 11111111 1 11, 111 „ 111111,111 * * * * * * * *ECRWSS * *C -034 RESIDENT *312 3469 S 152ND ST TUKWILA WA 9,9188 -2186 l l,I „11,1,111II I1,! 11,11„ 1111 „1111111,11I11I „1111111111111 * * * * * * * *ECRW SS * *C -0:34 RESIDENT *313 3469 S 152ND ST TUKWILA WA 98198 -2186 II I11 11 I, 1, IIII1,11111111,111111III1111111 ,111,1,11111111,11 * * * * * * * *ECRWSS * *C -034 RESIDENT #314 3469 S 152ND ST TUKWILA WA 98188 -2186 I 1,111, 1, 111 I I I „I1 1„ 1111 1 111111 1 1,1111111,11,1,11111 „11 i 1 * * * * * * * *ECRWSS * *C -034 RESIDENT 3481 S 152ND ST TUKWILA WA 98188 -2176 II, 11, 11 ,1,111111111111,1,11111,11,I11l Ii,111II,151511515111I * * * * * * * *ECRWSS * *C -034 RESIDENT 3703 S 152ND ST TUKWILA WA 98188 -2228 II,I „I 1,11, 11111111 1,11111,111111,1,111,11111 111111,1 * * * * * * * *ECRWSS * *C -0:34 RESIDENT *1 3714 S 152ND ST TUKWILA WA 98188 -2238 11,1,11 „I „11111111,1,1111,111 „11I,l1111 „1,11 1 11,,,11 * * * * * * * *ECRWSS * *C -034 RESIDENT *2 3714 S 152ND ST TUKWILA WA 98188 -2258 11 ,11 11 11111,1 11111111111 11111111111111111111111 111111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #3 3714 S 152ND ST TUKWILA WA 98188 -2258 111111 III 1,1 11,111,1 * * * * * * * *ECRWSS * *C -034 RESIDENT ##4 3714 S 152ND ST TUKWILA WA 98188 -2258 11 11,1!111, 111111„ 1111 5111,I,I ,1I11,I,ISI,1IPII1111I /11,11111 * * * * * * * *ECRWSS * *C -0 :34 RESIDENT *5 3714 S 152ND ST TUKWILA WA 98188 -2258 II,I „I,1I,1, 111111 111,1 1,1, I, I1 11,I,IPI,I,11,II,111I11,111I,1 * * * * * * * *ECRWSS * *C -034 RESIDENT #6 3714 S 152ND ST TUKWILA WA 98188 -2258 11111,11,11„ 1 III 1111, 111,1111111111,11111 L 1111111111111111 * * * * * *ECRWSS * *C -0 :34 RESIDENT .. / 3714 S 152ND ST TUKWILA WA 99188- -2238 11 1111 1 111,111 III 11111 , 1111111 11111,1,111,111111,11 „1,,,,111 * * * * * * * *ECRWSS* *C -034 RESIDENT #8 3714 S 152ND ST TUKWILA WA 98188 -2258 I1 11„ 1 11 1 ,11, 1 1 1111111 1 11 * * * * * * * *ECRWSS * *C -.0:34 RESIDENT #9 3714 S 152ND ST TUKWILA WA 98188 -2:58 II , I „ I 11 I ,,,, III„ 11111 1I ,i „I,I,I,I,i„I,,,,IIII,,,I „I,I * * * * * * * *ECRWSS* *C -034 RESIDENT #10 3714 S 152ND ST TUKWILA WA 98188 - 2258 i I, 1,111111111 I I I „I, 11, 1111 1,11,111, I, 1 1111,,, I I,,, l l I,,, I I *• * * * * * * *ECRWSS * *C -0:34 RESIDENT *11 3714 S 152ND Sr TUKWILA WA 98188 -2258 I I, 1,115 111111 11 1 1111, 1 1 t I„I1 11 I, I, 1,11,1 „11,1111111 * * * * * * * *ECRWSS * *C• -034 RESIDENT *12 3714 S 152ND S1 TUKWILA WA 98188 -2258 I I,I„1,tI,,,,iil„I, 1111„ ,I,I1,11111111111111 „1111II11I,I.I * * * * * * * *ECRWSS * *C -0:34 RESIDENT *13 3714 S 152ND Sr 1(] TUKWILA WA 98188 -2238 11,1,11 „1,11,tII111,11111 „111 „1,1,1,111 „1,,,111,1„1,11111 * * * * * * * *ECRWSS * *C• -034 RESIDENT *14 3714 S 152ND ST TUKWILA WA 98188- -2258 11 1 11 1111 11111 1111 1 I,1,1,1 * * * * * * * *ECRWSS * *C -0:34 RESIDENT *15 3714 S 152ND ST TUKWILA WA 98188 -2258 * * * * * * * *ECRWSS * *C -034 RESIDENT #16 3714 S 152ND ST TUKWILA WA 98188 -2258 II, 111 I11I1111II1 ,1I,1,1111,III1,III,II II/1111I111II111I1 * * * * * * * *ECRWS 9 * *C -0 :34 RESIDENT *17 3714 S 152ND ST TUKWILA WA 98188-2261 1111111111 11,1111111,111111111111111111 11,111111,11,111,1 * * * * * * * *ECRWSS**C-034 RESIDENT _x:13 3714 S 152ND ST TUKWILA WA 98188 -2261 Z Z cc w 6 00 U) 0 CO J CO LL w QQ � uj w I-- _ Z � i- Z I- UJ ON 0 I- LL/ 0 r_ O Z U = O � z 11.11 111111 „1111 „ I „11111, 1.1111 111111111 * * * * * * * *ECRWSS * *C - RESIDENT #19 3714 S 152ND Sr TUKWILA WA 98188 -2261 II.I. 111 .1111,111,.III1,I,,,11I..11I111 11,111111 1111 * * * * * * * *ECRWSS * *C -034 RESIDENT #20 3714 S 152ND ST TUKWILA WA 98188 -2261 1111,11 ,11,111111.,1,1 „11 „1,1111,1111 111,1,1.1,111,1.11 * * * * * * * *ECRWSS**C-034 RESIDENT #21 3714 S 152ND Sr TUKWILA WA 98188 -2261 I11111111111,1111111111111 1111111111111111,1111, I,1,1I1III1,11 * * *• * * * * *ECRWSS* *C -034 RESIDENT *22 3714 S 152ND ST TUKWILA WA 98188-2259 i i 1 1 1111. i 1,,, I I I.1 1 11,11„ 111111111,11 I, 1,1,1.1111,.11,1, I I, I * * * * * * * *ECRWSS**C -034 RESIDENT *23 3714 S 152ND ST TUKWILA WA 98188 -22:39 11,11 ,11111 „1111„111„111,111.11,1111 I, 1 11111,11111,.1 „I, I I *• * *• * * * * *ECRWSS **C -034 RESIDENT *24 3714 S 152ND ST TUKWILA WA 98188 -2259 I1,11,11,11„11111,11I „1.111111 .1,1,111,1,1,1,.1.111,11111111. * * * * * * * *ECRWSS**C-034 RESIDENT #25 3714 S 152ND Sf TUKWILA WA 98188 -2259 II.I,.I1.I 11 11111 „I,11.I,,, I, I..I1I, I1 I S 151,1111111111111.,,1 * * * * * *• *• *ECRWSS * *C -034 RESIDENT *26 3714 S 152ND ST TUKWILA WA 98188 -2259 II 11..11.i,... 111111, 1„1,,. I, 1.1I,I.I,I,I,I1,,,I,II„11111111 * *• * * * * * *ECRWSS**C-034 RESIDENT #27 3714 S 152ND Sr TUKWILA WA 98188 -2239 11 11111„111111) I..I.I1.11,11, 1111.11 i 1111.11,,,111111111 „111 *• * * * * * * *ECRWSS**C-034 RESIDENT #28 3714 S 152ND ST.. TUKWILA WA 98188- 2259 11 1111111I1111II111 111,. 1. 11 I1i11ItI ,i,I.I,I,1,1I,1I111.I,11II *• *• * * * * * *ECRWSS**C -034 RESIDENT *29 3714 S 132ND ST TUKWILA WA 98188 -2259 11. 1111 1111,1,1111.1,1111.,,111,111 I.I,18111111,11111.111111.1 * * * *• * * * *ECRWSS* *C -034 RESIDENT #30 3714 S 152ND ST TUKWILA WA 98188 -2259 II,1,,I„I„„III„I ' ���„ I ,I,.I,I,I,I�I,I,.lIII,I„IIJI„II * *• * * * * *ECRWSS**C-034 RESIDENT #31 3714 S 152ND sr TUKWILA WA 98188-2239 II11 „1111,1 „III „I,I „I,�,1,1,,I,LII,III II „1111,11111 * * * *• * * * *ECRWSS * *C -034 RESIDENT *32 3714 S 152ND ST TUKWILA WA 98188 -2260 II,I,.I„I,,,,III„1,1,1I, 111 ,I.,I,I,II„II,,,,,II�„II,II,1,1 * * * * *• * * *ECRWSS**C-034 RESIDENT #.33 3714 S 152ND S i TUKWILA WA 98188 -2260 Ii , l „1 1111 1, 1 ,1 11I * * * * * * *• *ECRWSS**C-034 RESIDENT *34 3714 S 152ND ST TUKWILA WA 98188 -2260 II.I..I„1 ,,,,111 „1,11,11,11,1 „I,I,il..Il II,I,,,I,II „I * * * * * * * *ECRWSS**C-034 RESIDENT #37 3714 S 152ND ST TUKWILA WA 98188 -2260 11.1..11,1 „1,111 „111,111 „1,1,11,1111 „II II,I * * * * * * * *ECRWSS**C-034 RESIDENT #38 3714 S 152ND ST TUKWILA WA 98188 -2260 II, 11, I „ I,,,,III„I,I„I,,,I,1„I,I,Ii„l1 II,I,I,,,I„1I *• * * * * * * *ECRWS: S* *C -•034 RESIDENT #.39 3714 S 152ND Sr TUKWILA WA 98188 -2260 1111 111 111,, I I I„I I,1 I I I I I I 1 ,1111 1 I I 1 1,111 „II I I I * *• * * *• * * *ECRWSS * *C -034 RESIDENT #40 3714 S 152ND ST TUKWILA WA 98188 -2260 11 .1111,.1,,,.11111 i,! 1, 1 11,1,11, 1,11111111,,.,1.,1,,,111.1111 * * * * * * * *ECRWSS **C -034 RESIDENT *41 3714 S 132ND ST TUKWILA WA 98188 -2260 II.I I,1I,,1.111,11111,I, 1.1,I,11i.,I,II H111..1 *• * * * * * * *ECRWSS* *C -034 RESIDENT #1 3721 S 152ND ST TUKWILA WA 98188 -2248 1111111 1111,III11I$I.,I11,ISI„III1i „il „1111 1 1111111 * * * * * * * *ECRWSS**C-034 RESIDENT #2 3721 S 152ND ST TUKWILA WA 98188-2248 I I,11, 11,1111,11111111.11,1, 1 11.1 I, I.I111 I „I, I I H.1.11 *• * * * * * * *ECRWSS**C-034 RESIDENT *3 3721 S 152ND ST TUKWILA WA 98188 -2243 z 2 E re '~ W 00 N W H W O H U 0 O 52 � I— W W H • U ' u'O w z 1- O ~ z II IIII I , 11111, II11,I,I,1111,III1.I.I,I,I„I,II , II !.l I• I * * * * * * * *ECRWSS**( :34 RESIDENT #16 3721 S 152ND Sr TUKWILA WA 98188 -2251 II III,I,11111 1111 „11111I. „II ,III I,,,I II „11111,11111,11 * •* * * * * * *ECRWSS * *C -034 RESIDENT #17 3721 S 152ND ST TUKWILA WA 98188 -22.51 11 111111, 11 11111111111111, 1111 ,11,11111111111111111,111111 * * * * * * * *ECRWSS**C-034 RESIDENT #13 3721 S 152ND sr TUKWILA WA 98188 -2251 11 11111111 1111IIIIIIII111111111111 ,111, * * * * * * * *ECRWSS * *C -034 RESIDENT #19 3721 S 152ND ST TUKWILA WA 98188 -2251 11 111111,1,1 11111,1 1111111111111111111111111111111 IIIIII ,IIIII * * * * * * *. *ECRWSS * *C -034 RESIDENT #20 3721 S 152ND sr TUKWILA WA 918188 -2251 11 111111111111111$IIII. 111, 11111II1111111IIII11II111111l111111 * * * * * * * *ECRWSS**C-034 RESIDENT #21 37 S 152ND ST TUKWILA WA 98188-2253 111 1111111. 1111111 11111, I, II 11 1 ,11111111111111IIIIIIII1111.1Il •* * * * * * •* *ECRWSS * *C -034 RESIDENT #22 3721 S 152ND Sr TUKWILA WA 98188 -2253 11 11/111 III11111 I,,IIIIII I, IIIIII IIIIIIIIIIII1111111,111I1111I * * * * * * * *ECRWSS * *C -034 RESIDENT #23 3721 S 152ND ST TUKWILA WA 98188 -2253 I1 III 1.I1111111..i * * * * *• * * *ECRWSS * *C -034 RESIDENT #24 3 S 152ND ST TUKWILA WA 98188 -2253 I I I I I I.I „1.I 11.11111, I I I I I I I I I, 11 1111 11 111 I I I,1111 l I.I. I i * * * * * * * *ECRWSS* *C -034 RESIDENT #25 3721 S 152ND S7 TUKWILA WA 98188 -2253 II IIIIII. 1111111111 1111 11111I11111111111.1I111111111 II,1,I, II * * * * * * * *ECRWSS**C-034 RESIDENT #26 3721 S 152ND ST TUKWILA WA 98188 -2255 1111.1 1111. 1111111111111111 1111,111IIIIII•l 1111111111.1 ..III * * * * * * * *ECRWSS * *C -034 RESIDENT #27 3721 S 152ND ST TUKWILA WA 98188 -2255 • II ,I,11„11111 III, „I,11I.1 „III,II,II..I11111I1I, I,II.1f * * * * i• * *ECRWSS**C-034 RESIDENT #4 3721 S 132ND S!• TUKWILA WA 98188-2248 11,1111111,1,1111, 1111, 111, 11■1111 ,1,11,11,11,11,,,,11111111,1 * •* * * * * * *ECRWSS**C-034 RESIDENT #5 3721 S 152ND Si TUKWILA WA 98188 -2248 11 111111111111111,11111111 , 1 1111111111 ,11111111111111111,11111 * * * * * * * *ECRWSS**C-034 RESIDENT #6 3721 S 152ND ST TUKWILA WA 98188 -2249 I IIIII IIlI,11,IIIIII,1111IIII IIIIIII,1„11,111II1I1I II ,IIIIII * * * * * * * *ECRWSS * *C -034 RESIDENT #7 3721 S 152ND ST TUKWILA WA 98188 -2249 11 .1111,111II11111111111II II III,III,I * *• * * *• * * *ECRWSS* *C -034 RESIDENT #8 3721 S 152ND ST TUKWILA WA 9181188 -2249 II III1111111,1 111, 11111 1111, 11151111111111111 111111,,IIIII II II * * * * * * * *ECRWSS * *C -034 RESIDENT #9 3721 S 152ND SI TUKWILA WA 98188-2249 11 111111, 111 ,1111,11,I,IIII,11111111,II,lI IIIII.111111I11 „III * * * * * * * *ECRWSS * *C -034 RESIDENT #10 3721 S 152ND ST TUKWILA WA 98188 -2249 Il , iI, II, IIIIIIIIIIIIII ,IIIIIII,111I11,I111 IIII,IIIIIIII * * * * * * * *ECRWSS * *C -034 RESIDENT #11 3721 S 152ND ST TUKWILA WA 98188-2250 I ldflII,IIIIIII11II111IIIIII IIIlI/I,IIIIII IIIII,III111) * * * * * * * *ECRWSS * *C -034 RESIDENT #12 3721 S 152ND ST TUKWILA WA 98188-2250 11111. 1.1 11 .,.111,1111.111111,11II.I.I.1, lI1,1,I111.,111111111 • * •* * * * * *ECRWSS * *C -034 RESIDENT #13 3721 S 152ND ST TUKWILA WA 98188-2250 111II 11111111111 IIIIIIIIIII,IIII11111I.1111 IIIIIIIIIIIII * * * * * * * *ECRWSS**C-034 RESIDENT #14 3721 S 152ND ST TUKWILA WA 98188-2230 II III, I I I 1,11111 I I.I I I I, I I I, I I I I I I I I I I I I I I I I I I I I I I I 11111 * * * * * * •* *ECRWSS**C-034 RESIDENT #15 3721 S 152ND ST TUKWILA WA 98188 -2250 nk? .. 1 ..W+ .W4Y! ,°, i'!.'F: !•MAY.!< lS• :1"Jpt? rry , x y.'•.'.::' •��,. ._.,... �.' �' � �' . ��� ,:.,.; ' v Mx” �: MC+... o7 f1y'-` mu,.., Mrx.. yxr.:....;d..+wN^'7:r+.^t=,*"Py 1111 „I „111 „111„1,1,. 111, 111 ,11,1,1,1 „1,1,111,11- -- 1.,,1,11 * * * * * * * *ECRWSS * *C ;4 RESIDENT #28 3721 S 152ND sr TUKWILA WA 98188 -2235 II.I „1111 „1111! „1111,1 „11,1 „1,1,1,1 „1,1,,,111111 III * * * * * * * *ECRWSS * *C -034 RESIDENT #29 3721 S 152ND ST TUKWILA WA 98188 -2255 II 1 1111111 111111. 11 , 111111 .1,1 „11 1 , 111„ 1111,111 ,11111111 111 * * * * * * * *ECRWSS * *C -0:34 RESIDENT #30 3721 S 132ND Sr TUKWILA WA 98188-2255 II .I.111111111 111 „ 111 „ 1,1,1,1„ 1,1,111„ 11,,,,11,,,,1111,,11 * * * * * * * *ECRWSS **C -034 RESIDENT #31 3721 S 152ND ST TUKWILA WA 98188 -2256 111{ 1111,1„ 111111,1111,I,,,l,I1 ,111,1,1,1111111111,1111111111 # * * * * * *ECRWSS * *C -034 RESIDENT #32 3721 S 152ND ST TUKWILA WA 98188-2256 11 818111111111111., I.I1.1,.,1, I ,11,1.1.1.111,1.,11,1111.111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #33 3721 S 152ND ST TUKWILA WA 98188 -2256 II ,I.,1.1i 111,111 1111, 11 1 ,I,,I,I,111111I,1„II8.1,1111 „I) * * * * * * * *ECRWSS * *C -034 RESIDENT #34 3721 S 152ND ST TUKWILA WA 98188 -2256 1111.11,.1,.., I I I..1 • I..I,..I, I „1, I, 11111111118111,11111,1111 # # # # * * * *ECRWSS * *C -034 RESIDENT #35 3721 S 152ND ST TUKWILA WA 98188 -2256 1 1.1..11.1.. 11111,11,1 „1.,11,1,11,111,11111.1,.11..11 III * * * * * * * *ECRWS9 * *C -034 RESIDENT #36 3721 S 132ND ST TUKWILA WA 98188 -2257 11.1 181111.11,1111111111111.111.11, I.I.1.1., .1..11.1., 811181.1 * * * * * * * *ECRWSS * *C -034 RESIDENT #37 3721 S 152ND ST TUKWILA WA 98188 -2257 11.11.11.1.111111.1I.I „111.1 1I„I1111111I.,, 1.111,11811111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #38 3721 S 152ND ST TUKWILA WA 98188 -2257 1111111.11,1 „III „I.I „I,,, i. 111111.1111111111.111111.11111, 1 * * * * * * * *ECRWSS * *C -034 RESIDENT #39 3721 S 152ND ST TUKWILA WA 98188 -2257 1 1.1.111.11,,1 111„ 1- .J' -,l11 111111111,11111 .,.1.1 „111,,.111 „1 * * * * 'it *ECRWSS * *C -034 RESIDENT #40 3721 S 152ND S F TUKWILA WA 98188-2257 1 111,.1.1111. 1111,1111,.1.,11.11 .1.1111.1.,11..111.11...,11111 �t * # * * * * *ECRWSS**C-034 RESIDENT 15230 37TH PL S TUKWILA WA 98188 -2203 * * * * * * * *ECRWSS **C -034 RESIDENT 15222 37TH PL S TUKWILA WA 98188 -2203 11 .1.,1, 11111 111111111,11 ,,11 111 ,111111,111111„111111111,1111 * * * * * * * *ECRWSS * *C -034 RESIDENT 3731 S 152ND S1 TUKWILA WA 98188 -2228 11.11118,11...III., 1111.111.1.1 .1111811111,,,111.1118111111111 * * * * * * * *ECRWSS * *C -034 RESIDENT 3742 S 152ND ST TUKWILA WA 98188 -2227 !I, „ 1,.I.,,.III..I ,I, 11111111 8111 * * * * * * * *ECRWS9 * *C -034 RESIDENT 3745 S 152ND ST TUKWILA WA 98188 -2228 • 11118.18.1.111 1111.111,.11.1111.1111.11.11.11 „I 1.1...111,..11 * * * * * * * *ECRWSS* *C -034 RESIDENT 3741 S 152ND ST TUKWILA WA 98188-2228 I I.I1.I11I11 .1 111.1111.1 1. 1 11.,11111111111111111 I I •. I.,,. I I I * * * * * * * *ECRWSS * *C -0:34 RESIDENT 3748 S 152ND ST TUKWILA WA 98188 -2227 z ¢ 1 — = Z ~ w ce 6 UO V) tn J H in ti? 1 a = W 1- _ z �.. � z i- 111 U.1 D p 0 O — O I-- w w LA: O Z w U = 0 z II . IIIII , II 11 1111111111 1111111111111111111,1111'' - '11 11 * * * * * * * *ECRWSS* *C -i1 RESIDENT 4005 S 150TH sr TUKWILA WA 98188 -2222 I III,III.II.II II111111.11,1.1111111111111.1 ,111111111111111111 * * * * * * •* *ECRWSS**C-019 RESIDENT 4004 S 150TH ST TUKWILA WA 98188 -2221 11 11111 1 1 1111111 1 11111 /1 1111 * * * * * * * *ECRWSS**C-019 RESIDENT 4001 S 150TH ST TUKWILA WA 98188 -2222 (I,11111,1,,11 11111111111, 1111III1111 11111111111,II1lilll,,,Il * .x• * * * * * *ECRWSS**C-019 RESIDENT 3814 S 150TH sr TUKWILA WA 98188- -2219 11 111 11 111111 1 111111 1 1 1 111 1 111 * * * * * * * *ECRWSS* *C -053 OCCUPANT *A 14835 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4395 I, I., I, I I,.1.11111,1111 1 111, I I I I I I. „III 111 I I I I I I I,11 11,1 I, I I * * * * * * * *ECRWSS* *C -053 OCCUPANT 14845 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4328 11 1111 I111111111111111111111111111111111111111 .111111111111111 * * * * * * * *ECRWSS #*C- -053 OCCUPANT 14855 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4328 11111111511.1.1111 1,.1111.11/.I1.1111111I I I I I11I111I 11111111,1 * * * * *. * * *ECRWS * *C -053 OCCUPANT 14857 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4328 II ,I1,11.1,5 111111I i,. I ,Il .II1I,.1II,.,I I, III11.1 * * * •* * * * *ECRWSS * *C -053 OCCUPANT 14864 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4329 111111II, I.,,. 11, 1II. 11111111. i .111.1II,I1111I11I111II11.11111 * * * * * *• * *ECRWSS * *C -053 OCCUPANT 14822 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4329 1 1 11 1 111111 11 111111 11 111111 11 /11111 1 11111 * * * * * * * *ECRWSS * *C -053 OCCUPANT 14802 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4329 4�A tm'mS'1�1_.. ,i[}==.Y.YW!' ek ;±Aty. 11 1111IIII1111111I III! -- 1 11, I1 ,I1I1,111111111111111111111111 * * * * * 4 *ECRWSS**C-019 RESIDENT 3805 S 150TH Si TUKWILA WA 98188 -2220 11 11111111111,111, 111111111. 1. 11IIIIIt1111 .111II.II.IttlllIIIl * * * . * * * *ECRWSS * *C -019 RESIDENT 3804 S 150TH sr TUKWILA WA 98188-2219 II,IIIIIIIIIIIIllI,I,1,1i., IIIII ,III1111II,II,I,II,.I.IIIIII.1 * * * .x• * * * *ECRWSS * *C -019 RESIDENT 3735 S 150TH ST TUKWILA WA 98138 -2218 II III,IIIIII,11I11,1,I.1 1111111111111111111 , 111,111111111111 II * * * * * * •x. *ECRWSS**C-019 RESIDENT 3728 S 150TH ST TUKWILA WA 98188-2217 II , I I I I I 11,1 I 1111,11.11. 1111111111111 .111111 * * * * * * * *ECRWSS * *C -019 RESIDENT VI 3729 S 150TH ST TUKWILA WA 98188 -2276 11 11111111 t11 11111 11111111111111111 111111111 •* * * * * * * *ECRWSS * *C -019 RESIDENT ;:3 3729 S 150TH Sr TUKWILA WA 98188 -2276 1 1 11 111111 1111111 11111, 1111 II.I 1111111 I IIIII IIII 111111 11111111 * * * * •*. * * *ECRWSS * *C -019 RESIDENT *2 3729 S 150TH ST TUKWILA WA 98188 -2276 11 . 111111111111111111 11 11111111111 11 11111111 II 1111 * * * * •u. * * *ECRWSS * *C -019 RESIDENT *1 3729 S 150TH ST TUKWILA WA 98188-2276 II.I..I..I.I1 1111111111 ,IIIIItIIIIlII..11.I.IIIIII 11111111.111 * * *• * * * * *ECRWSS* *C -019 RESIDENT *A 3727 S 150TH ST TUKWILA WA 98188-2275 I I.IIIIIII,II.IIIIIIIIII IIIII, IIIIIIIIIII1I11111IIIII ..I11111I * * * * * * * *ECRWSS* *C -019 RESIDENT *#B 3727 S 150TH ST TUKWILA WA 98188 -2275 I I .II.II.I...11II.,I,II.I111IIIII IIIIIIII I IIIIIII,IIIIIII.IIII * *. *• * * * * *ECRWSS**C-019 RESIDENT #C 3727 S 150TH ST TUKWILA WA 98188 -2275 11,11,1/ IIIII, IIII I, I /II, III, II .I1111111t111111I111II.II..IIi * * •* * * * * *ECRWSS * *C -019 RESIDENT *D 3727 5 150TH SC' TUKWILA WA 98188-2275 .Z.2” ". .'.�'! .� ... ... . .. .. . ... - • .+.. ....w..«•i..r�.YT1..Y.Ow,. \�.N:M ^: v.•r,r W:1 111111 1,11.1„III„I.11.11„I, I,.I d IJ, I, I, I. I I, 1 ,11„1 * * * * * * * *ECRWSS * *C- RESIDENT # #E 3727 S 150TH ST TUKWILA WA 98188 -2275 H.l•111.1.,,.III„i,l „11.,1. 1111 .11.,,111.1.11,.11,11,.I.I,1 * * * * * * * *ECRWSS * *C -019 RESIDENT #F 3727 S 150TH St TUKWILA WA 98188-2275 11,1., 1..1.1.,111 ,.1111.111,111 „1,1111 •, 1 111,11 11,1 1111 * * •n• * * *• * *ECRWSS**C-019 RESIDENT 41 3719 S 150TH ST TUKWILA WA 98188-2298 11.1..1.,1„,.11 I .,I.I..I,1.I11..I11111.1I,.I.II 1111 „11 * * * * * * * RESIDENT ##1 3719 S 150TH sr TUKWILA WA 98188-2298 *ECRWSS * *C -019 11 111.1 „I,,,,I{I..1 L.1,,,1,1 „1,11,1 „1 {,,,••,ll.l.. II * * * * * * * *ECRWSS * *C -019 RESIDENT #1 3719 S 150TH ST TUKWILA WA 98188 -2298 II,I,.I.,I11,1III1.111,11,111•I „1,!1.1,•1111111 11.1.111 * * * * * * * *ECRWSS**C-019 RESIDENT #fi1 3719 S 150TH St TUKWILA WA 98188 -2293 II,I1,I „1,•••111,1I11,1i1,1, III ,I„II,,,II,,,I,,,I,•II,•II,•I * * * * * 4C• * *ECRWSS * *C -019 RESIDENT #A 3723 S 150TH ST TUKWILA WA 98188 -1900 II,I. 111 .1.1„III /.1111,11.1111 „1,1,1.1 * * * * * * * *ECRWSS * *C -019 RESIDENT • 3723 S "150TH sr T.b WA 98188 -1900 11 11•. I,1I1.1.III11111,•I1.11 1111111111 11111111111 I,I,I,1111 * * * * * * * *ECRWSS * *C -019 RESIDENT #C 3723 S 150TH ST TUKWILA WA 98188 -1900 11 111111111111111111111111 1 1 1 1 1 1 1 1 I I „ 11111111111111111111.1 * * * * * * * *ECRWSS**C-019 RESIDENT *D 3723 S 150TH ST TUKWILA WA 98188 -1900 ii• 1„I„I,,,.111.,1,11 • I•• 111I1.I I I I 1.1.1 1 1111111 l I I,., I, I, I * * * * * * * *ECRWSS * *C -019 RESIDENT 4D 3717 S 150TH ST TUKWILA WA 98188 -2286 11 11,111 • I....I I I..I. 1.. 111111 111 I/I I, • I,.I I,.I...I.I.I..I i „I * * * * * * * *ECRWSS * *C -019 RESIDENT *C 3717 S 150TH 9T TUKWILA WA 98188 -2286 qua t!rt ... rte: °;dik tYT54?!Fl�a 11 .1..1 ., 1,„, 1111. I- 41 „11„ 11,11• I.•11 „,11 * * * * * *ECRWSS**C-019 RESIDENT *w13 3717 S 150TH ST TUKWILA WA 98188 -2286 I1 1 1„I1•I, .11 I II1, III. I. I. I„I1I I1•I,1II..I 1 .1I 11 II,I..I 11 * * * * * * *ECRWSS * *C -019 RESIDENT 4A 3717 S 150TH St TUKWILA WA 98188 -2286 11.1111,1111.,II I.,I,I..I11.1111.I1,11 III•.,I,.I I„I,I11 * * * •* * * * *ECRWSS * *C -019 RESIDENT #A 3707 S 150TH ST TUKWILA WA 98188 -1901 III...I1I..i.i „II * * * * * * * *ECRWSS * *C -019 RESIDENT • B 3707 S 150TH ST TUKWILA WA 98188 -1901 11 1 111 1 1111111111111 „11111111111111,•111.1 * * * • * * * *ECRWSS**C-019 RESIDENT ?#C 3707 S 150TH ST TUKWILA WA 98188 -1901 II ,I., 1111.. ,.111,.111•,111..111,1 „II III,,.IIII1•,1I,II * * * * *4 * * *ECRWSS * *C -019 RESIDENT 4D 3707 S 150TH Sf TUKWILA WA 98188 -1901 II I 111 1111.11 • I I I„I.I.,11.1 1 11,1 I111,.I I I, • I, I I,11.I, I.I11I.I * * * * * * *. *ECRWSS**C-019 RESIDENT 3705 3 150TH ST TUKWILA WA 98188 -2218 I I.I..I, • I.1,.I 1 111 1 111, (,.111111111 I l 1 111,1,.11,111,1,1 •* * * * * * * *ECRWSS**C-019 RESIDENT 44 3703 S 150TH ST TUKWILA WA 98188-1902 II•I.11.,11••• III „I,I••I,••.III•I•,II,.,..I•III 111„1111 * * * * * * * *ECRWSS**C -019 RESIDENT #3 3703 S 150TH ST TUKWILA WA 98188 -1902 11. 1111 ..1,,,,111,.1.I,.I....Ili,1,•ll 1 1II.,.,,I.1„I.II * * * * * •* * *ECRWSS * *C -019 RESIDENT *}#2 3703 S 150TH St TUKWILA WA 98183- 1902 11 1111,1, 1111 ,1111111111,111.1.111„1.11.111 11..11.1 • * * * * of * *ECRWSS**C-019 RESIDENT #1 3703 S 150TH ST TUKWILA WA 98188 -1902 II,I111,1I111, 111 .,I.I,.I,,,I.I,.I.I.,,III..I,II 11.,1,11 * * * * •* * * *ECRWSS * *C -019 RESIDENT ##2 3701 S 150TH ST TUKWILA WA 98188 -2218 ii li1 1 I 11 1 1Iillit ,Il,IIli11I111,1iIil,i,il L�--.I * * * * * * * * ECRWSS**( — RESIDENT *1 3701 S 150TH ST TUKWILA WA 98188 -2218 11 111 1111 11,11 1 11 1 , t , l ,, 111 , 1 111111 1111 11111 1111 1111 11 * * * * * * * *ECRWSS**C- -019 RESIDENT 3710 S 150TH sr TUKWILA WA 98188-2217 II1111IlI11,1, 11111111, 111, 11, 1 ,11111111111*Ii1,illlllllt,lili * * * * *• * * *ECRWSS #•*C -034 OCCUPANT 3434 S 152ND ST TUKWILA WA 98188 -2121 11 1111111 11111 1111111111 11111 1111 11 11111 1 1111111111 11111 11 * * * * * * * *ECRWSS**C-034 OCCUPANT 15211 INTERNATIONAL BLVD SEATAC WA 98188-2247 i i1111 111 11 111 1 111ti111, 1111 11111I1LIt11111t1 „1111IIIt1I.iII * * * * * * •u• *ECRWSS**C-034 OCCUPANT 15233 INTERNATIONAL BLVD SEATAC WA 98188 -2247 IlllllhItitlllllillillllilltl 111tlilii11,,,11 11illii Jill * * * * * 3C' * *ECRWSS**C-034 OCCUPANT *L10 10 15245 INTERNATIONAL BLVD SEATAC WA 98188 -215:3 1 11111111111 111 1111111111111111111 11 11111111111 11111111 * * * * * 3C• * *ECRWSS**C-034 OCCUPANT ?4L4 15245 INTERNATIONAL BLVD SEATAC WA 98188 -2153 11 111 11,1 11 , 1, 1111111111 11 11111 11,1,111,1 * * * * * * * *ECRWSS**C-034 OCCUPANT 15221 INTERNATIONAL BLVD SEATAC WA 98188 -2247 c' 11 11 11 1,11 11 111111 1 111 1 , „ 1111 1, 11,111 1 1111, 111 OCCUPANT • * * * * * *ECRWSS**C-034 OCCUPANT #48 3724 S 154TH LN TUKWILA WA 98188 -8063 11 1111i111111111J51 l.I 51111 111111,1..11,11111111111111i1 * * * * * * * *ECRWSS * *C -034 RESIDENT 41 3831 S 154TH LN TUKWILA WA 98188 -8023 I1 111 t 11 111 t , 11Ii11I 1 1 , 1111111 , I I„ 1 1 , I,1 , 111,11SI1,II,i 1 11111 * * * *• * * * *ECRWSS**C-034 RESIDENT #2 3831 S 154TH LN TUKWILA WA 98188 -8023 11 1111 11 , 1 1, 111 ,1 1,111 111 11111 111 *• * * * * * * *ECRWSS**C-034 RESIDENT 43 3831 S 151TH LN TUKWILA WA 98188 -8023 11 11 1 1 1 1 1 1 1 1 11 1 1 1111 1I111 1I111 1I111 11111 1 11111 11111 ,1111 11111 1 * * * •* * * * *ECRWSS**C-034 RESIDENT #4 3831 S 154TH LN TUKWILA WA 98188 —•8023 11 1111111 1 1 1 1 1IIIi 11111 11111IIII ,11 i,I..1111i1 111 III,II1111 * * * * * * * *ECRWSS**C-034 RESIDENT #5 3831 S 154TH LN TUKWILA WA 98188 -8023 I 111, 1 1111111111 11111 ,111111111111111111111111111 * * * * * * * *ECRWSS**C-034 RESIDENT #6 3831 S 154TH LN TUKWILA WA 98188 -8057 1 1 11 11111i11, llllllil,l!11.11 IIIIIIIil II * * * * * * * *ECRWSS**C-034 RESIDENT #7 3831 S 154TH LN TUKWIL.A WA 98188 -8057 11 1111 11 111111 i11111 5 1H1111 il11. 111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #8 3831 S 154TH LN TUKWILA WA 98188 -8057 11 111 )111i1111II11111111111111111111 11,11111111111111111111111 * * * * * * * *ECRWSS**C -034 RESIDENT #9 3824 S 154TH LN TUKWILA WA 98188 -8044 I I /11 III) 111 111111111 ,111, 111111111111 1111 11 * * * * * * * *ECRWSS**C-034 RESIDENT #10 3824 S 154TH LN TUKWILA WA 98188 -8044 11 1111111111 11111 t1I11111111) 1111, * * * * * * * *ECRWSS**C-034 RESIDENT #11 3824 S 154TH LN TUKWIL.A WA 98188 -8047 z ~ W 00 J = F- W O co = W F- _ Z �. I—O Z F— LU uj U O — (2 . O F— W W F— �' O Z W U= O z II I , •I „ I• 11, III „ I , I„I,I„I,II,,,,i „111, 1,1 ,111 * * * .k * * * *ECRW S * *c 34 RESIDENT *12 3324 S 154TH LN TUKWILA WA 98188 -8047 11,1„1„1,,,, 1 11 „ 111 „ 1 , 1 „ 1,11,„1„11,,,1,,,11 „11,,,11,1 * * * * * * * *ECRWSS * *C -034 RESIDENT *13 3824 S 154TH LN TUKWIL.A WA 78188-8047 II, 11.1 „1,,,,111. • 111 „111 „1,11,,,,1,11111.1,1,11.1 „1, • 1 • I I * * * * * * * *ECRWSS**C-034 RESIDENT *14 3824 S 154TH LN TUKWILA WA 98188 -8047 11 1 1 11 1 „1 111 , 1 11111111.1.11.1 .11.1 „1,•I11..I•.•lI,I•I1,•.Iil * * * * * * * *ECRWSS**C-034 RESIDENT ##1.5 3824 S 154TH LN TUKWILA WA 98188 -8047 1 11111 11, I l 1 1„1 1111 11111 1 „111,111 „1111111111111 * * * * * * * *E_CRWSS * *C -034 RESIDENT *16 3824 S 154TH LN TUKWILA WA 98188 -8048 11111,1 „1,1111111,111,1111,11111 111,1 I I I...I11.,11 * * * * * * * *ECRWSS**C-034 RESIDENT #17 3816 S 154TH LN TUKWILA WA 98188 -8019 II .I..I,.I.1,.III..I,I•.I.I1.I,II III,I III.11.1.111I * * * * * * * *ECRWSS**C-034 RESIDENT *18 3816 S 154TH LN TUKWILA WA 98188 -8019 11 ,11,1„111 „111,11.1,11.1 „1111 I11,1,„••lli,l„1.1i,1 * *• * * *• * * *ECRWSS * *C -034 RESIDENT ##19 3816 S 154TH LN TUKWILA WA 98188 -8019 11.1„1..1 „, • 111,.1,1..111 •.1,11 I I I, I.,, • 11 I 1 1,„1111.1 * * * * * •* * *ECRWSS**C-034 RESIDENT ##20 3816 S 154TH LN TUKWILA WA 98188 -8019 11 .1111,•1..111.11,11.1.1111.11 1 1111 „1,1.1,,,11. ►II•I * * * * * * * *ECRWSS**C-034 RESIDENT 3 #21 3816 S 154TH LN TUKWILA WA 98188 -8020 I I . i , . 1 „ 1 " . . 1 „ 1 . 1 " 1 . 1 „ 1 1 1 1 1 •111.1.1 „1,11.1111 * * * * * * * *ECRWSS**C-034 RESIDENT #22 3816 S 154TH LN TUKWILA WA 98188 -8020 I, l,.l. • 1.1.1111,.1.11.1.1,11.11 I I I I •. •., I.I. • I I.,,, I I I * * * of * * * *ECRWSS * *C -034 RESIDENT #23 3816 S 154TH LN TUKWILA WA 98188-8020 1i •I „I „I,,,. III„ 1 -- 1 ., I, I„ I ,IIH,,,I,III,,,,,I,I,Iiil,,,l * * * . * *ECRWSS**C-034 RESIDENT :t24 3816 S 154TH LN TUKWILA WA 98188-8020 11.11.1•.1,1„ III„1, 1„ 1• I,.I,11. ".1 "1,II,•„111,1,1.".1H * * * * as * * *ECRWSS * *C -034 RESIDENT .x:25 3819 S 154TH LN TUKWILA WA 98185 -8046 11111•1.•I,,,,I11 „1,1„1.1„ 1,11,,,,,1,1,,,11 „1,1,11,•1.1.11 * * * * * * * *.ECRWSS * *C- -034 RESIDENT #26 3819 S 154TH LN TUKWILA WA 98188-8021 11 , 1 , 111 , 11111111 11 11111111 111 ,1111,11 * * * * •* * * *ECRWSS * *C -034 RESIDENT #27 3819 S 1511H LN TUKWILA WA 98188 -8021 I I , 1 1 , I „ I 1 , I I I „ I • 1 1 . 1 " 1 " 1 " „ 1 1 1 „ 1 . 1 " 1 , 1 " 1 , H * * * * * * * *ECRWSS **C -0 34 RESIDENT #28 3819 S 154TH LN TUKWILA WA 98188 -8021 11111,1111111 1111„ 1• I„ 1, 11• I, 11,,,,,111,11111•11lI,I•,1I,•11 * * * * * * * *ECRWSS * *C -034 RESIDENT 3#29 3819 S 154TH LN TUKWILA WA 98188 -8021 (1,11.11,1,,,1 III. 11111 •I.I.,I•Ii.,,•11,1,,,11•,II.II 1 II * * * * * * * *ECRWSS**C-034 RESIDENT ##30 3819 S 154TH LN TUKWILA WA 98188 -8021 Ii.I „1••11••1 III.1 1. 111 1. 1 111111 ..... 111••I.i••II.„,Ilil„,I * * * * * * •* *ECRWSS * *C -034 RESIDENT 3#31 3819 S 154TH LN TUKWILA WA 98188 -8022 11111111•I.„. 111 .1111111.1111,II ..... I,I.1I•I „11 „,1.11.1.,1 * •* * * * * * *ECRWSS * *C -034 RESIDENT #32 3819 S 154TH LN TUKWILA WA 98188-8022 II 4111I•.1.111 1111.1.11111 1111 11111111111 * * * * * * * *ECRWSS * *C -034 RESIDENT #33 3811 S 154TH LN• TUKWILA WA 98188 -8015 II ,I..1,,1.1.•III.,1,I•.I.I1.1,11 II.I,I•,.11,•I „1.1.111 • * * * * * * *ECRWSS * *C -0 :34 RESIDENT *34 3811 S 154TH LN TUKWILA WA 98188 -8015 II .11.1,11..•11I1•,I.I „i.1,•I,II 11.1.111.11.11,1•.1,111 * * * * * •* * *ECRWSS**C-034 RESIDENT ##35 3811 S 154TH LN TUKWILA WA 98188 -8015 z '~ w 6 00 w= H WO g Q. e � _ I... W Z = I 0 Z I— W W U 0 0 - O 1-- W W u.. W z U O • I z 11 . I, 11, 11,,, 1 II 11111 I11I111III111I11111111 , I III ... --"I I c* 3* f* 3* •t* j* * * E C R W S S * 3* c i. 5 RESIDENT #1 3235 S 152ND ST SEATAC WA 98188 -2117 11,11,1111,111 111 11111 ..111,1111111111,1,111 11111 •* a* 3* 3* 3* 3* * # E C R W S S;* # C — 015 RESIDENT .g.2 3235 S 132ND Sr SEATAC WA 98188 -2117 II 1111 11111111 111 1 „ ,11111111,111 * * * * * * a* *ECRWSS**C -015 RESIDENT #101 3235 S 152ND ST SEATAC WA 98188 -2117 11 1111 1 1,1,1111111, 11 11111111 1 1 111 I I I„ I I I I I I I I I I I I I I I l 1 111111 3* * * * 3* •* s* j*ECRW SS*a*C -015 RESIDENT *102 3235 S 132ND ST SEATAC WA 98188 -2117 111111 1 I 11 11 1 I 1 111 1 1111 1 1 111I111II111111 11 1111 I11111 a* a* a* 3* a* *• a* a* E C R W S S * e* C — 015 RESIDENT #103 3235 S 152ND ST SEATAC WA 98188-2117 II , I 1 I II I I I ll Sill II IIIIII 111111 * a* * * * * 3* *ECRWSS * *C -015 RESIDENT #104 3235 S 152ND ST SEATAC WA 98183 -2117 I I , $ I I I I I I I I I I I I I I I I I I I I I I , , I , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I , I I , 1 1 I N * * a* a* a* * * *ECRWSS * *C -015 RESIDENT #105 3235 5 132ND ST SEATAC WA 98188 -2117 11 1 11 1 1 11 1 11111 , 111111 1 111111 11 1111 11111111 111111111 a* a* * a* * a* .. *ECRWSS**C -015 RESIDENT *106 3235 S 132ND ST SEATAC WA 981188 -2117 11 1 11 11111111111 1111111 1 11 I 1 111 111 1 11111111 111 111111111111 3* 3* a* a* a* * * * EC R W S S 3* a* C— 01.5 RESIDENT *201 3235 S 152ND ST SEATAC WA 98188 -2117 vx X ±� t 1 6.;ii4 enr. — r 1111111,11,1111111,1 l 1111151, 1i111111111111111111,1I11r11111 a* * 3* t* 3* *ECRWSSa* *C -034 RESIDENT #36 3811 S 154TH LN TUKWILA WA 981188 -8042 II II1111111 111 III11ItlIIIlI,1Il II1111111111I11,1II 3* * * * j* * 3* *ECRWSS**C-034 RESIDENT #37 3811 S 154TH LN TUKWILA WA 98188 -8042 I I IIIII, 111 II,11111111111I111,I,II I IIlIIIi111111111 /III 3* *• 3* •* a* 3* 3* *FCRWSS* *C -0J4 RESIDENT #38 3811 S 154TH LN TUKWILA WA 98188 -8042 11111111 111111111 11111161111111111111III)Ills I1, 11111111111111 3* * * * a* * 3* *ECRWSS**C-034 RESIDENT *39 3811 S 154TH LN TUKWILA WA 98188 -8042 11 1111111111,.11 1111 111111$ 1111111 ,1111111111111111 a* * 3* * a* * * *ECRWSS**C-034 RESIDENT *40 3811 S 154TH LN TUKWILA WA 98188-8042 1 11111 I I, I, I I I I I I I I, I l I l 11 1 111 I l I I I I, I I I I„) I I I I11I $ I I I * 3* 3* a* 3* a* * *ECRWSS**C-034 RESIDENT #41 3724 S 154TH LN TUKWILA WA 98188 -8017 11111111 IIIIIIIII,II.IIII11111111 1111111111111,111111111 3* a* a* * * * * *ECRWSS**C-034 RESIDENT *42 3724 S 154TH LN TUKWILA WA 98188 -8017 11 111111 III IIIIII1III 11 III III III II1 a* a* a* 3* a* a* * *ECRWSS **C -034 RESIDENT #43 3724 S 154TH LN TUKWILA WA 98188 -8017 IIIII .I11111IlIII,IIII,II,I,IIIII 111.11111111111111,1I 3* * 3* 3* * * * *ECRWSS**C-034 RESIDENT *44 3724 S 154TH LN TUKWILA WA 98188 -8017 IIIII ,IIIIII,Illt.IIII,IIIIIII,I1 111111111,11,1111111111 * a* a* a* * * * *ECRWSS**C-034 RESIDENT #45 3724 S 154TH LN TUKWILA WA 98188 -8017 11 11 111111111.1111111111111,11111 11111111111111111111111 a* a* * * a* a* * *ECRWSS**C-034 RESIDENT #46 3724 S 154TH LN TUKWILA WA 98188 -8018 11 . 11 ,1111111111111111,11.11,11I11, 111111$ 111111,1II11,II11111 a* a* a* 3* * a* * *ECRWSS**C-034 RESIDENT #47 3724 S 154TH LN TUKWILA WA 98188 -8018 r.? • z Q ce =Z 00 u) J H U) LL W gQ co 2 z F- O z t— w • w 0 c o O — O H W W u- O . W z U = 0 z 1 . 1 11 „ 1,11,1,11Ii1111) „ I,,,I111,11111I11I1,I," ,11,1 - 1.1 •'1111 * * * * * * ;1. . *ECRWS C— RESIDENT 15022 MILITARY RD S TUKWILA WA 98188-2176 11 1111 11 111111111111111111 111111,,1 * * * * * * * *ECRWSS* *C -019 OCCUPANT 3417 S 150TH ST TUKWILA WA 98188-2110 11 11111,11111, IIll, I III 111111 IIIlIIIIIII I,II,III,III111111,11 * * * * * * *,l *ECRWSS * *C -019 OCCUPANT 3400 S 150Th6 ST TUKWILA WA 48188 -2109 I I 1111111I1111111 11I 11111,111 * * * * *' * * *ECRWSS * *C -019 RESIDENT 15003 MILITARY RD S SEATAC WA 98188 -21.39 l i,IIIII.I . I, I11,111I„III,111„lll„IIIIIIlll1 1111,1,1 * * 4 * * •* * *FCRWSS * *C -019 OCOLIPANT 15001 MILITARY RD S SEATAC WA 98188 -2139 I1 1111111111111111111111III 111111 .II,IIIIIII,II.IIIII111111 III * * * * * * * *ECRWSS * *C -019 OCCUPANT 15025 M I L I T A R Y RD S SEATAC WA 98188 -2139 I I. 1111,, I,,1I I I I I.I.I,,111111111.111111,1 1 I I, I, I „11111 * * * * * * * *ECRWSS * *C -019 RESIDENT 15015 MILITARY RD S SEATAC WA 98188 -2139 I1 11111,11,.1,111,11.11 1111 111111111111111111111,111111 1 111111 . * * * * * * * *ECRWSS * *C -019 OCCUPANT #2 15027 MILITARY RD S SEATAC WA 98188 -2171 11111, I, I I I,, 1111 ,.1.1111.I.I.I1,.111..11111111I 1 11.1 1 111 * * * * * * * *ECRWSS * *C -019 OCCUPANT #3 15027 MILITARY RD S SEATAC WA 98188 -2171 11111.1.,111,IIII.1I. 11111111. 111 ,111111111111111,111.1111.111 * * * * * * * *ECRWSS* *C -019 OCCUPANT #4 15027 MILITARY RD S SEATAC WA 98188 -2171 11 11111111 1 111 1111 , 11 .L.. t1, 11111111111,11111 IIII,1,1 1. 11111111 * k * * * * * ECRWSS**C-019 OCCUPANT - :{c-,:, 15027 M I L I T A R Y RD S SEATAC WA 98138-2171 11111111111111111111111 11111111111111111111111111 11111111111,1 * * * * * * * *ECRWSS * *C -019 OCCUPANT #6 15027 MILITARY RD S SEATAC WA 98188 -2171 111111111 I.I.I 11 1111111,11„111111111 I,1 I I I, I I I,1, I.l 1 1,111111 * * * * * * * *ECRWSS**C-019 OCCUPANT #A 15031 MILITARY RD S SEATAC WA 98188 -2104 11 111111 , 11„IIIi.l11I, 111, 111111 ,IIII1„1111II,1.I,I,IIIl.l11 * * * * * * * *ECRWSS * * -019 OCCUPANT .b.D 15031 MILITARY RD S SEATAC WA 98188 -2104 Ii 111 111 111 11 1 11 1 1 11 1111 111 1111 , III ,I1 111 111 * * * * * * * *ECRWSS * *C -019 OCCUPANT *C 15031 MILITARY RD S SEATAC WA 98188 -2104 11 111,11111111111 1 , 11 111 1 , 1111 11111111111111111111111111 ,11111 1 • * * * * * * *ECRWS9 * *C -019 OCCUPANT 15033 MILITARY RD S. 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The SEPA determination needs to be issued by tomorrow (14 days before hearing) and there were a couple of items that I had requested on that. I have talked to Steve and we can proceed with the notice of hearing but would need your submittal ASAP. Also, we cannot guarantee that we will recommend approval to BAR until we review your revisions. On the sidewalk issue, the design is fine it is a matter of property line that needs to be moved and /or agreement that needs to be executed. Ryan Larson in Public Works is the project manager on the Tukwila International Boulevard Capital Improvements Project and he is looking into that issue and I will let you know what needs to happen. »> "Minogue, Brad" < bminogue @olympicassociates.com> 05/06/03 02:15PM »> We imported the street frontage information, including the sidewalk locations, from the drawing that was provided to us by Public Works. Also our site plan is based upon an ALTA survey, so we understand the property line locations to be correct. I don't think the owner has an issue with a portion of the sidewalk being on their property, however, if this is an issue with the city, then we need direction on how to change the sidewalk, as this is not part of our design. We were planning on resubmitting the revisions this week and were surprised to see additional comments come back from those previously received from Public Works - it appears that they reviewed the civil separately from the architectural drawings; we have sent these to the engineer for action ASAP. We were also planning on making the May hearing date, as the owner is anxious to move forward with the project and adding an additional month to the project adds cost (in addition to the extra time). Let me know if there is any way that the notice can be issued prior to your review of the revisions to make this deadline. Following our meeting a few weeks ago with Steve Lancaster and Nora, we had the understanding that only minor changes needed to be made to the design, such as adding a masonry base to the building and providing the site amenities such as benches and lighted bollards (as well as the landscaping and public works comments) - so we would hope that the project would be ready for the Board of Architectural Review. We will have the revised landscape drawings and arborist's report tomorrow. Thanks for your help. I will call you to confirm what materials need to be resubmitted. Brad Minogue, AIA Olympic Associates Co. 701 Dexter Ave. N. Suite 301 Seattle, WA 98109 (206) 285 -4300 (206) 285 -4371 fax Page .11 I've stopped 5,030 spam messages. You can too! Get your free, safe spam protection at http: / /www.cloudmark.com /spamnetsiq/ . Minnie Dhaliwal - RE: KFC/Taco Bell z Original Message 4- w From: Minnie Dhaliwal [ mailto :mdhaliwal I Sent: Friday, May 02, 2003 5:34 PM 6 To: Minogue, Brad v 0 Subject: KFC/Taco Bell u) O w I I am faxing you technical comments from Public Works Department to -J H assist you in the building permit submittal. The originals along with CD p the attachments are in the mail. 2 gQ During technical review by the Public Works department the issue with the location of the sidewalk on the private property has come. Please = 0 clarify if a portion of the sidewalk is proposed on private property or F _ is the location of property line along the Tukwila International ? H Boulevard incorrectly shown on the drawings. Z 0 ill Li' Also, let us know on the timing of your resubmittal since the May 2 D . Planning Commission is on May 22 and the notice of hearing needs to be 0 cn 14 days before that. Actually the notice for publication in Seattle ;p i— Times has to be ready by May 7. And I need some time to review your W W submittal (typically one week) before we decide to mail the notice of t 0 hearing on May 7. If you are unable to meet the schedule for May u- p hearing, the next hearing date will be June 26 and we will need your z submittal by the end of May. 0 = O I If you have any questions, please call me at 206- 431 -3685. Minnie Dhaliwal Senior Planner City of Tukwila Page 2 , z Dhaliwal - KFC/Taco Bell= From: Minnie Dhaliwal To: Bminogue @olympicassociates.com Date: 5/2/03 5:34PM Subject: KFC/Taco Bell I am faxing you technical comments from Public Works Department to assist you in the building permit submittal. The originals along with the attachments are in the mail. During technical review by the Public Works department the issue with the location of the sidewalk on the private property has come. Please clarify if a portion of the sidewalk is proposed on private property or is the location of property line along the Tukwila International Boulevard incorrectly shown on the drawings. Also, let us know on the timing of your resubmittal since the May Planning Commission is on May 22 and the notice of hearing needs to be 14 days before that. Actually the notice for publication in Seattle Times has to be ready by May 7. And I need some time to review your submittal (typically one week) before we decide to mail the notice of hearing on May 7. If you are unable to meet the schedule for May hearing, the next hearing date will be June 26 and we will need your submittal by the end of May. If you have any questions, please call me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner City of Tukwila Page 1 Minnie Dhal - Proposed FC Taco Bel Page 1 From: Steve Lancaster To: Bminogue @olympicassociates.com Date: 4/29/03 10:27AM Subject: Proposed KFC Taco Bell Thanks for meeting with Nora Gierloff and me on April 18. Following our discussion and after further consultation with Nora and others, I have determined the following (please reference Minnie Dahliwal's April 11 letter, and your colored elevation drawings received by this office February 21, 2003): The KFC Tower and Taco Bell vertical elements, and the non - illuminated horizontal red and purple metal strips will not cause staff to recommend Board of Architectural Review denial of your proposal. Please keep in mind that the final decision on all design issues will be made by the Board. CC: Minnie Dhaliwal; Nora Gierloff 1C %4 ... ,:r.i;, ?5,74,: 1'4i4 April 23, 2003 Brad Minogue 701 Dexter Avenue North #301 Seattle WA 98109 Re: KFC /Taco Bell at 15036 Tukwila International Boulevard, Tukwila. File numbers L03 -011 and E03 -008. Dear Mr. Minogue: City of Tukwila Public Works has completed review of your Design Review application and the following comments must be addressed: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Site consists of two parcels 004100 -0525 and 0680 (both under same ownership). The existing lot lines as shown on King County Assessor's map are not shown on the survey and the plans. Is the South 152n Street access easement across parcel # 0680 or #0670 that has different ownership? A boundary line adjustment is required for the proposed site plan. 2. Attached is future Tukwila International Channelization plan. Raised channelization restricts KFC/Taco Bell's south driveway to right in /right out, however the north driveway doesn't have any restrictions due to left turn center lane- see attached Cl of C5. 3. The sidewalk is shown part in ROW and part on private property. Please contact Ryan Larson, Project Engineer to ensure that the proposed improvements are compatible with the improvements that are to be constructed by the City. Also, please note that the applicant shall be responsible for reimbursement to the city for those improvements. Refer to attached fair share estimate for frontal improvements along Tukwila International Boulevard. You can contact Ryan Larson at 206 - 433 -0179. 4. A small oil /water separator shall be installed in the trash enclosure area (restaurant dumpsters leak grease0 and connected to sanitary sewer via restaurant outside grease interceptor. Outside grease interceptor shall be per Tukwila detail. 5. A separate demolition permit with utility line removal and capping is needed. If you have any questions you can reach me at 206 - 431 -3685. Sincerely, Minnie Dhaliwal Senior Planner 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 r i • pma O L Y M P I C ASSOCIATES COMPANY April 14, 2003 Architecture • Engineering • Construction Services 701 Dexter Avenue North X301, Seattle, Washington 98109 Tel: (206) 285.4300 / Fax: (206) 285-4371 E-mail: olympic©oarintl.com Mr. Steven Lancaster Director Department of Community Development City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 96188 RE: Proposed KFC Taco Bell, 15036 Tukwila International Blvd. File Numbers L03 -011 and E03 -008 RECEIVED TAPR 1 6 2003 D Dear Mr. Lancaster: This letter is to request a meeting with you, and planning staff as appropriate, to discuss the above referenced project as, currently submitted, review the planning comments received 4/11/03, and address our concerns /issues with the design review process to date. We initially met with Carol Lumb at the pre- application conference, from which we received planning review comments that required a number of revisions to the project with respect to the site layout, building design/massing, exterior colors, and signage. We revised the design to address these comments and arranged for a follow up meeting with Carol and Nora to present our response, revised plans /elevations, and to clarify limitations on how much we can change the building design/appearance, while still obtaining approval for the project from the corporate division of the parent company for KFC and Taco Bell that oversees new and remodel projects. Following this meeting, we had a clear understanding that the revisions as proposed were acceptable, that the planning department would support the project as proposed, and expected there would be few, if any, additional design- related changes required as we proceeded with the design review package. Following submittal of the design review documents, we were informed that the planner assigned to the project had been changed to Minnie Dhaliwal, and were distressed to learn that there were substantial changes being required to the site layout and building design/appearance. We feel this is a reversal of position from what was agreed to at the follow -up meeting to the pre- application comments, and disregards the changes already made to address design issues, as well as our response /clarification as to how we have met the design criteria, and how much flexibility we have to make changes due to corporate requirements. Minnie referred us to a photograph of a KFC Taco Bell in suburban Virginia as an example of a building or design that planning would like to see implemented for this project. It is important to note that this particular restaurant went into an existing building that was already constructed and was designed to match the appearance of the strip shopping center that is was located within. On a "ground up" project, where a stand- alone building is constructed for KFC and Taco Bell, their prototypical plan and design must be followed, with only minor revisions, otherwise the parent company of these brands will not approve the project and will 2002326 Mr. Steven Lancaster April 14, 2003 Page 2 require that it be relocated to another location. The main reason we arranged a follow -up meeting to the pre - application conference was that we wanted to be sure that we were close to having a project that the city would support and approve, with minor conditions, prior to going to the time and expense of preparing the drawings and related documents required for the design review submittal. Our client has invested a considerable amount in design/engineering services, as well as the expense of holding the property, for a project that may be terminated should we not be able to reach a mutually acceptable design. We feel that the Tukwila International Boulevard Design Manual is written or structured in a manner that a strong argument can be made that the project as submitted follows or meets the design guidelines or practices listed. In other words, the design manual is written to allow for flexibility and does not specifically dictate the appearance, or materials required to be used for a given project. If possible, we would like to meet with you, and planning staff, this Friday. Please confirm if there is a time that you are available, or advise of another date. We appreciate your consideration and assistance with this project. Very truly yours, C ASSOCIATES COMPANY J. Brad Minogue, AIA Project Architect cc: John Margo, Harman Management, Corp. Dan Mundy, Harman Management, Corp. In -house 2002326 z ce w 00 cn o cn w J H w a. g a CO I w z � I-- 0 w ~ w 2 D. U 0. O - O H W '. � tL O .. z w o 0 z April 11, 2003 Brad Minogue 701 Dexter Avenue North #301 Seattle WA 98109 Re: Request for additional information for KFC /Taco Bell at 15036 Tukwila International Boulevard, Tukwila. File numbers L03 -011 and E03 -008. Dear Mr. Minogue: The Design review application for KFC/Taco Bell has been routed to different departments of the City and they are in the process of completing their review. The remainder of this letter lists comments from the Planning Department. Please provide a response to the following items: I. SEPA Application: 1. You had indicated that you are in the process of obtaining a soils report for the property. Please provide a copy of the soils report for the subject site. 2. Please explain the boundary line issue since a portion of the adjacent property is included as part of this application. Also, what is the recording number of the easement on the adjoining property that provides access to South 154 Street. The survey does not show it and I was unable to find it in the Title report. II. Design Review Application: 1. Site Design: City of Tukwila Department of Community Development Steve Lancaster, Director a) Building must be integrated and connected with parking, public sidewalk and adjacent sites (pg. 6 of the Design Manual). Parking on the site is not connected by pedestrian paths to the entrance of the building. Particularly there is a lot of pedestrian and vehicular conflict for people who will walk to the building after parking at the designated parallel parking spaces along the north property line. A pedestrian connection utilizing raised walkways'(pg. 17 of the Design Manual) that connects the parking areas 1 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 :.'. t: 7Yf±!,.. va+ 8, efs+ Mr. mR!^ qn.,,.. ax. w,* rc"`.*,, u, S�a+,.; Za. rY+ ze!r' p°? aK�sn,r..!'.c;r*cTTM,.'.kw?.e.w, ,. T` �M.*..'7 r? sr_ 4xner•$ cG :t;4f't .a. 2. Building Design to the building entrance must be provided. Also, use colored concrete to provide distinction between vehicular and pedestrian paths (pg. 41 of the Design Manual requires contrasting paving materials and colors to distinguish between vehicular and pedestrian areas). b) There may be opportunities for pedestrian connections to adjoining areas or sites. Please look into if these connections can be provided (pg. 36 of the Design Manual). c) The pedestrian connection from the public sidewalk to the entrance of the building must provide pedestrian amenities (pg. 40 and 66 of the Design Manual). Pedestrian amenitie include seating (500 square feet of pedestrian oriented space located adjacent or connected to sidewalk is required- pg. 64 of the Design Manual. Also the definition of pedestrian oriented space includes provisions for seating). No additional parking shall be required for this seating since it is for pedestrians and not •utdoor seating for the restaurant. Other pedestrian amenities tha:' be provided include light fixtures, special paving, hanging flower baskets and planters with seasonal displays (pg. 40). Also, high quality materials must be used in site furnishings and features such as walls and paving (pg. 22 of the Design Manual). Provide a detail plan of the area around the pedestrian plaza. Also show details of site furnishings including decorative bollards and bike racks. 2 a) Design criteria listed on page 45 of the Tukwila International design manual states, "Develop an architectural concept for structure on the site that conveys a cohesive and consistent thematic or stylistic statement..." The proposed design has two completely different architectural elements (KFC tower and Taco Bell vertical element) that do not convey a cohesive and consistent thematic or stylist statement. Also, the architectural `parts' of a building must be related to the 'whole' (pg. 58 of the Design Manual). The current proposal has two completely distinct and separate elements that are not related to the `whole'. b) Design criteria listed on page 56 requires articulation that can be achieved through a change of materials and texture. °- ca.b 1) One option to address these two code requirements would be make the KFC tower and Taco Bell fascia on the south elevation similar to the vertical elements on the north elevation. Also brick or some other material with a texture could be used on all the vertical elements and the lower horizontal base of the building to meet the articulation requirements. Additional reveals could be added to the cornice of the building to further define the roofline of the proposed building. c) Red is an accent color in the proposed color scheme and must be used as an accent only. The materials and lighting of the red light band are not indicated on the elevations. Please provide details of the light band and indicate how it is consistent with the materials proposed for the building. Also provide information about the wall light fixtures (labeled #8 on the w elevations). Further the proposed purple metal strip is not consistent with the rest of the building. o CD 0 d) The written consistency criteria states that the rooftop mechanical J equipment shall be screened by the roof parapet. Please provide a section o of the building showing how the screening requirements will be met. w e) Please provide details of exterior lighting fixtures. Please note that the N design and placement of exterior lighting fixtures must integrate with the ▪ W architectural design and materials (pg. 62 of the Design Manual). z o III. Landscape Design 111 uj p a) Ten feet of Type I landscaping is required along the west property line. This o includes one tree per 30 linear feet. Two additional trees must be provided o r— (one each in the two areas adjoining south driveway). 0 � o w o F- b) Five feet of Type II landscaping is required along the north and the south property line. Ten feet of Type III is required along the east property line. Refer to landscaping chapter for Type II and Type III landscaping requirements. Since existing trees are being proposed to satisfy perimeter landscaping requirements, they must be designated on the planting plan showing botanical name, common name, caliper, condition, quantity and remarks. It appears that some of the existing trees shown along the east property line may be offsite. Please note that the landscaping requirements must be met by on -site landscaping. Also, a certified arborist must provide us with a written evaluation of the condition of those trees. The Arborist's report, at a minimum, is to include the following: 1) specific protection measures for retention of healthy trees during construction process including details; 2) designation of all dead, dying or hazardous trees; 3) designation of trees needing renovation pruning. All deciduous trees along the south property line have been topped and this may jeopardized the health of those trees. c) The foundation landscaping along the north fagad mus)include some trees to break up the big facade. Also, some additional trees must be provided along the south facade (pg. 56 of the Design Manual). Y 3 z 1' 11 x 4, ' X7 3 .2 . .. 316 t 'S` i. t ' La i, g y '5 z� 2.t y 1 W x1 14 _ ZZ_wr ,v t ir �... - ��a. �u.,.. s' is ....�..�....z.: "i'iav;�.cX.stx ..; R: 4' hx.,. A+# 1` x �Jtflit�:r' �1 f? isselfd .l,c:.'�%xit;.di•�_ai�..,,y`.� s�S.= �+ �" +_.. �.e.eucit. + "a...a�.;�_�Wti�.,..� .,. � .. z fi g: U o: U ❑ 11.1 • =' J I; Of 1-W • ui o ❑ H. W W • U; o z ete d) All landscape islands must be a minimum six feet wide. It appears that the island next to the loading area may be less than six feet. e) The location of all freestanding signs including directional and menu signs must be taken into consideration by the landscape architect to avoid any conflicts with the requirement for footings and proposed plantings in the area. f) The proposed planting plan for the perimeter lacks visual interest and variety. Otto Luyken is overused in this design and must be reduced. Additional evergreen plant materials providing seasonal color are to be provided. Gleditsia triacanthos Imperial' will create heaving of the pavement and tzi cW, excess litter (seedpods). Please substitute with a more suitable street tree. C;alc. h) Hemerocallis 'Stella D Oro' should not be relied upon to provide year -round color. Although you may use this plant for seasonal color, additional evergreen plant materials are to be provided at key focal points. Acer circinatum is to be single - trunked, 2 inch caliper. — 4 v` We question the use of Rosmarinus Officinalis 'Blue Boy' on this site. Please provide color photos of other installations where this plant material has been used successfully by your firm. , IV. Signage a) Per City's sign code, each business is permitted two signs. They can choose between two wall signs (on different facades) or one wall sign and one freestanding sign. There is still some question on whether they are two physically separate businesses since both share the same common space and each business does not have its own separate area. One option may to combine the two signs on east elevation into one sign as has been done in other communities by KFC/Taco Bell. In addition to one wall sign, the business can choose to install one freestanding sign along the street. If you are interested in information about the freestanding sign, please call me and I can provide with specific code requirements regarding freestanding signs. b) Per Design guidelines listed on page 77 of the Design Manual, the design of signs is to be integrated with the architectural concept in scale, detailing, use of color, materials and placement. c) Per Design guidelines listed on page 81 of the Design Manual, high quality materials and finishes must be used for signage and backlit plastic and sheet metal signs are discouraged. Please provide information on how the proposed meet the design standards. 4 • As stated earlier your application is being reviewed by the City's Public Works Department. I will provide comments after they complete theft review. Please note there may be additional planning comments if the comments from Public Works warrant any site design changes. The City's Fire Department has completed their review and would like you to maintain proper fire hydrant spacing. Also, I am attaching comments from Valvue Sewer District. If you have any questions you can reach me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner • Minnie Dhaliwal - KFC/Taco Bell From: Minnie Dhaliwal To: jmorgan @olympicassociates.com Date: 4/3/03 11:50AM Subject: KFC/Taco Bell Hi Jean, This is to summarize our conversation yesterday regarding the proposed KFC/Taco Bell design review application. I understand you are going to be meeting with the owner and would like something in writing regarding design review. As I stated yesterday, your application has been routed to different departments for their review and we will provide you a letter summarizing all comments. In the interest of your meeting today, I am focusing on the two main issues that came during our conversation yesterday. 1. Architectural design of the building: a) Design criteria listed on page 45 of the Tukwila International design manual states, "Develop an architectural concept for structure on the site that conveys a cohesive and consistent thematic or stylistic statement..." The proposed design has two completely different architectural elements (KFC tower and Taco Bell vertical element) that do not convey a cohesive and consistent thematic or stylist statement. b) Design criteria listed on page 56 requires articulation that can be achieved through a change of materials and texture. One option to address these two code requirements would be to make the KFC tower and Taco Bell fascia on the south elevation similar to the vertical elements on the north elevation. Also brick or some other material with a texture could be used on all the vertical elements and the lower horizontal base of the building to meet the articulation requirements. 2. Signage: Per City's sign code, each business is permitted two signs. They can choose between two wall signs (on different facades) or one wall sign and one freestanding sign. There is still some question on whether they are two physically separate businesses since both share the same common space and each business does not have its own separate area. One option may to combine the two signs on east elevation into one sign as has been done in other communities by KFC/Taco Bell. In addition to one wall sign, the business can choose to install one freestanding sign along the street. If you are interested in information about the freestanding sign, please call me and I can provide with specific code requirements regarding freestanding signs. Page 1 Hi Jean, 1. Architectural design of the building: 2. Signage: This is to summarize our conversation yesterday regarding the proposed KFC /Taco Bell design review application. I understand you are going to be meeting with the owner and would like something in writing regarding design review. As I stated yesterday, your application has been routed to different departments for their review and we will provide you a letter summarizing all comments. In the interest of your meeting today, I am focusing on the two main issues that came during our conversation yesterday. a) Design criteria listed on page 45 of the Tukwila International design manual states, "Develop an architectural concept for structure on the site that conveys a cohesive and consistent thematic or stylistic statement..." The proposed design has two completely different architectural elements (KFC tower and Taco Bell vertical element) that do not convey a cohesive and consistent thematic or stylist statement. b) Design criteria listed on page 56 requires articulation that can be achieved through a change of materials and texture. One option to address these two code requirements would be make the KFC tower and Taco Bell fascia on the south elevation similar to the vertical elements on the north elevation. Also brick or some other material with a texture could be used on all the vertical elements and the lower horizontal base of the building to meet the articulation requirements. Per City's sign code, each business is permitted two signs. They can choose between two wall signs (on different facades) or one wall sign and one freestanding sign. There is still some question on whether they are two physically separate businesses since both share the same common space and each business does not have its own separate area. One option may to combine the two signs on east elevation into one sign as has been done in other communities by KFC /Taco Bell. In addition to one wall sign, the business can choose to install one freestanding sign along the street. If you are interested in information about the freestanding sign, please call me and I can provide with specific code requirements regarding freestanding signs. http://www.libertyeng.net/projects/pics/tbkfc2jpg "ic\C/ Tc:; \r)-‘,■-• Page 1 of 1 12/12/2002 1 z II- re L A I 6 = -J 0 00 CO O , CD W 111 U_ w 2 g u_ I w z o z LLI uj 0 0 0 1- w w 0 o z w co o 2. Building Design A. Architectural Concepts z z •� w 1. Develop an architectural concept for structure(s) on the site that conveys a 6 cohesive and consistent thematic or stylistic statement, and is responsive to o the functional characteristics of the development. N 0 cn INTENT J U) w • To encourage building design in which the organization is easily understood, is w o appropriate to the site, and that is a positive element in the architectural character of the Tukwila International Boulevard area. u_ • To encourage consideration of how the various building pieces are brought w together without prescribing a specific architectural style. (Note: Other building z design guidelines in this Manual address specific building elements and aspects z o of building form and organization.) w • w D U O N o ff The architectural design of a proposed project must demonstrate a strong w • w unifying concept, clear organization, and a consistent architectural character or rz style. z The architectural forms, elements and details of a project should be organized to v clearly express the building's function(s), orientation, and relationship to the 0 1—: site and surrounding area. In addition to conveying this organizational Z information, a strong architectural concept will communicate a distinctive architectural character or style. The following examples illustrate ways in which architectural forms, elements and details may be organized to convey a strong architectural concept. Building Composition. -The composition of a building's larger masses and elements can create a unifying concept. The two types of composition (or design) illustrated below are symmetry and asymmetry. Building forms and facades may also be organized around an axis or approach, in a linear fashion, or on a grid. There are many types of organization; the importance of the organization is that it is clear, appropriate to the building's function, and its context. DESIGN CRITERIA GUIDELINES Tukwila International Boulevard Design Manual City of Tukwila January 1999 45 • a s Tukwila International Boulevard Design Manual City of Tukwila January 1999 - Figure 26: Axial Symmetry is a formal design organization in which the building elements on one side on the centerline axis are the same as on the other side. Figure 27: Asymmetry is an informal composition in which larger design elements are often visually balanced by a number of smaller elements within the composition. 46 Z Q1- = Z Ce iF' W U O co a CO W W 2: J F-' W . W O u ?. Y2 a w z �. w o 2 Lu a0 I O W Z U= O Z Figure 39: The roofline, windows, and details of this building break up the facade of an otherwise horizontal building. Note how the awnings and lights provide human scale while their repetition relates back to the building massing. d) Articulation: Strong vertical and horizontal reveals, off -sets, and three - dimensional detail can be incorporated into building design to create shadow lines and break up the flat surfaces of a facade. Articulation can also be achieved through a change of materials, color and/or texture. Varying heights Parapets and roof details Different window patterns Z, .E] 1z Tukwila International Boulevard Design Manual Figure 40: Buildings can be articulated in several ways. -UM f) Landscaping: Landscaping can also reduce the apparent scale of a building, and create visual interest along a facade. Regularly spaced trees or large shrubs break up the building plane into smaller areas, and help relate the size of the structure to that of a person. g) Other Methods: Other methods that meet the intent of this criteria may be proposed. City of Tukwila January 1999 56 March 25, 2003 Minnie Dhaliwal Department of Community Development 6300 Southcenter Blvd, #100 Tukwila, WA 98188 Re: File #L03 -011 (Design Review) Dear Minnie: Thank you for the opportunity to comment on the above named proposal. I have two comments as follows: Sin erely, 1) Prior to demolition the contractor must obtain a permit from the sewer district office for capping of the sewer line. 2) For grease control a grease interceptor should be installed at the time of construction. If you have any questions I can be reached at (206) 242 -3236 between 8:00 AM and 4:30PM weekdays. Dana Dick General Manager P.O. BOX 69550 SEATTLE, WA 98168 14816 MILITARY ROAD SOUTH MICHAEL J. WEST JOE. T COLELLO FRANCIS L. SHEEN COMMISSIONERS RECEIVED MAR 2 6 2003 COMMUNITY DEVELOPMENT DANA DICK GENERAL MANAGER 206/242 -3236 FAX 206/242 -1527 r O L Y M P I C kill& ASSOCIATES COMPANY March 21, 2003 Minnie Dhaliwal City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: KFC / Taco Bell L03 -011 E03 -008 Dear Ms. Dhaliwal: Enclosed is signed and notarized Affidavit of Installation and Posting of Public Information Sign. The sign was posted on the site by Fast Signs of Seattle on Friday March 21, 2003. Very truly yours, OLYMPIC ASSOCIATES COMPANY Jeaa'M. Morgan Project Manager Enclosures Architecture • Engineering • Construction Services 701 Dexter Avenue North #301, Seattle, Washington 98109 Tel: (206) 285.4300 / Fox: (206) 285.4311 Email: olympic@O oarintl.cam RECEIVED MAR 2 5 2003 COMMUNITY DEVELOPMENT Li:lli4 "' :: sk`t�ltii3sSirw "�N..t'•N %+fS++iJ r2::L' Z iF— Z • r u6 D . UO .U) CD W' W =' J ,I w O CO = c� ; . I . w .Z F I- -O Z La 2 U a co; 0 1— `w w '. U ; W � w Z =: , OH Z State of Washington County of King City of Tukwila I t 1e� M M t C�I'1 (PRINT NAME) understand that Section 18.104.110 of the Tulavila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on (4 vCh LI, 2403 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at I S03i(n Tt,.k.w��(ti fi11-1-, St (A so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number L 03* 01 ( . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of aDiatice letter. On this day personally appeared before me who executed the foregoing instrument and ac uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431- 3665 E - mail: tukplan(c`uci.tukw•ila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) licant or Project Manager's gnature to me known to be the individual wledged that he/she signe$/the same as his/her voluntary act and deed for the NOTARY PUBLIC in and for the residing at 6 My commission expires on J:y; sa ixaiz: iiYi v; 4ai3Fy7xi?Vfzc. lv.,,, ,:;ywa • • Y;wi.N..44.ti:...c • Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION . I. Gic,51 HEREBY DECLARE THAT: Notice of Public Hearing Project Number: / Determination of Non - Significance Person requesting mailing: j-f f NW IE-- Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda C Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Afi Was mailed to each of the addresses listed on this 0V- of flhgain the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM • • - 1 & -L.°uiJifts, Project Name: HF /71 co 1 ge - LG— Project Number: / Mailer's Signature: J,.0 Person requesting mailing: j-f f NW IE-- Afi Was mailed to each of the addresses listed on this 0V- of flhgain the year 20 03 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM • • - 1 & -L.°uiJifts, City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED MARCH 21, 2003 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: .. LOCATION: OWNER OF THE PROPERTY: FILE NUMBERS: PROPOSAL: OTHER REQUIRED PERMITS: Brad Minogue, Olympic Associates Co. 15036 Tukwila International Boulevard Louis F Desimone L03 -011 (Design Review), E03 -008 (SEPA) Demolish the existing Burger King restaurant and construct a new KFC/Taco Bell restaurant. Development Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. You can submit comments on the SEPA and Design Review applications. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on April 4, 2003. If you have questions about this proposal contact Minnie Dhaliwal, Planner -in- charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 206 - 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeal if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: OPPORTUNITY FOR PUBLIC COMMENT February 21, 2003 March 19, 2003 March 21, 2003 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Steve Lancaster, Director 7 ��e Mi Fir,. I 7� B p rI ! `ru �I� ' i 1 '�I.• . Papa S 157•01'00" E 217 EP >i !'i"o3 • = '•:`� a'F: � - ? • 151 t -. ?. DM • NT. - - JlJItN.L .•Si2)' E15T - � za 3r' 1 r3' a .0 H ' T sari _ \LANDSCAPING • • _y. TRASH EP/GLOS./RE -• GO TIRE TR UCK ACCESS LANE J • •. S _ •.•TALL!.• 1••C ._._.� ) •TALL• •' -N N I L :K 1111: ` bl X1: - - -► t k'.- DIRECT SIGNAGE 1 / NO / I 1 /P. )_ 1 / / a. i DIG /hA NAL L 1 / 1 1 / ! U 1 , Q I . ! I l 1 • 1 1 q / / / 1 1 a. 1 1! 11 ! I j ,! 1 . „,11 / 1 j I ! 1 1 1/ ! 1 1 1 —II I '1 � l11 ! ! I/ / 1 / ! 1 1 1 P 1 1 r ` 1 1 1 1• t I \ \\ 1 1 / 1 11 DIRECTXAAL SKR.GE EXISTING SHELL SERVICE STATION 5•.I NY PROPOSED LIGJHT LOCATIONS SEE UA PLAN FOR DETAILS 171% SpU 152nd STREE • SCALE r• 20' -0• T. EASEME%I TO 152ND 5T.y :t - - -- SITE PLAN DIRECTIONAL SIGNAGE • . ra, vo•uD .ta 'Irk �b 1 - 0 VICINITY MAP SCALE. NT A. p1701FCT 1TAT1TICrI LOT SIZE, ZONING. OCCUPASGT. CONSTRUCT•AN ME. HATER COMPANY. OCHER CCrtrAIIr. BUILDING AREA. LANDSCAPE AREA. 31,456 .q ft. RC AS VN KING COUNTY HATER DISTRICT 5125 VALVUE SEWER 3.555 0,054 .qft. PARKING CALCULATIONS. I STALL / 50 p,/t. co USABLE ROOK AREA 2,7% .qt. US FLOOR AREA 2,7% / 5O • 55 STALLS READ 54 STALLS PROVIDED COMPACT STALLS (SO% ALLOAED) • H.S ALLOHEO IO COMPACT STALLS ( 5'.15') 11 MEDIUM STALLS (D.S'.•' 24 LARGE STALLS (1'.'•') I ACCESSIBLE STALL (13'01') '2 VAN ACCESSIBLE STALLS (15'.15) 5c STALLS TOTAL TIN 2 BIKE PARKING - S BIKE RACK PROVIDED 1 10'.30 TRUCK LOADING AREA PROVIDED - PLEASE SEE NARRATIVE PROVIDED REGARDING THE TIME OF DELIVERIES. TRASH ENCLOSURE TO CAL WALLS PAINTED TO MATCH BUILDING BASE COLOR. PROJECT HABRATIVFI THE EXISTING STRUCTURE HILL BE DETIOJ5IHED TO PROVIDE FOR THE COt.'STRJCTION OF A NEVI FAST FOOD ESTABLISHMENT OCCUPIED BT TACO BELL AND KFC. EACH BRAND HILL HAVE THEIR CHN COCKING EQUIPMENT, BUT HILL SHARE THE SAME FRONT COUNTER AND CASH REGISTERS. THE CASH REGISTERS ARE SET UP TO TRAGIC SALES INDEPENDENTLY. EACH BRAND PATS FRANCHISE FEES FOR THE RIGHT TO SELL EACH TYPE OF FOOD AND THERE IS A PERCENTAGE FEE PAID TO EACH BRAND NAME BASED ON SALES. THE ARRANGEMENT HITHI FOOD SUPPLIERS IS THAT AU. DELIVERIES ARE DONE IN OFF HOURS - NEVER HNEN THE STORE IS OPEN FOR BUSINESS. FOR THIS REASON HE FEEL THAT A DEDICATED SPACE FOR TRUCK LOADING IS NOT NEEDED. A LOCATION FOR THE TRUCK TO UNLOAD 15 INDICATED CR THE PLANS. THERE HILL BE A BOUNDARY LOT LINE ADJUSTMENT DCHE TO OFFICIALLY RECOGNIZE A VERBAL. AGREEMENT H:TN THE PROPERTY • C O P T R I C II e • Q•WER THAT GIVES THIS SITE THE AREA NEEDED TO HLUCE THE PROJECT HORK - AS HAS DCHE WV THE PREVIOUS TENANT. RECEIVED FEB 21 2003 DEVELOPMENT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. AIDRITCTURE' FNDNTIPl1C P� • PLAINT/4 WNHGENDIT 701 DEVER AVE R SEATTLE. RA. 98109 �y q� (206) 185 - 1.7007 E8`ls;•3i. O '1YIAPIC ASSOCIATES COMPANY KFC / Taco Bell r 15036 International 8tvd Tukwila, WA 08188 .rx "" I n 0 • .IIRI r a .ma SITE PLAN 2002326 �A0.2 () U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION () DEPT OF FISH & WILDLIFE ( ) OFFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC 4 K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY ( ) RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY (.e) QWEST (p) SEATTLE CITY LIGHT (F) PUGET SOUND ENERGY (�) HIGHLINE WATER DISTRICT (p) SEATTLE WATER DEPARTMENT (.AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS ( ) FIRE ( ) POLICE () FINANCE ( ) PLANNING () BUILDING ( ) PARKS & REC. () MAYOR ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE (J(( MUCKLESHOOT INDIAN TRIBE (CULTURAL RESOURCES PROGRAM 0) FISHERIES PROGRAM (-0 WILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMIN (STRATI VE \FORMS \CHKLIST.DOC CHECI ::1 ENVIRONMENTAL REVIEW /SHORELINE PERI FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION* ( jn � j OFFICE OF ATTORNEY GENERAL * SEND CHKLIST / DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA TAILINGS ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE () HEALTH DEPT ( ) PORT OF SEATTLE () K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR K.C. TRANSIT DIVISION - SEPA OFFICIAL ( K.C. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC LIBRARY ()HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT .(sC) OLYMPIC PIPELINE (4) VAL -VUE SEWER DISTRICT (slINATER DISTRICT #20 ( WATER DISTRICT #125 CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWER/WATER DISTRICT () RENTON PLANNING DEPT ¢0 CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE' NOTICE OF ALL SEATTLE RELATED PLNG PROJ. DUWAMISH INDIAN TRIBE g) N P.S. AIR POLLUTION CONTROL AGENCY kSOUND TRANSIT () HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WVWV SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination Q • KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand = Z w CC 2 Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) N 0 SEPA Checklist (filled out by applicant) U.1 Drawings/Plans of project (site plan, elevations, etc. from PMT's) - I- Affidavit of Distribution (notice was mailed or sent to newspaper) — w SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 u- j feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of — 0 Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit H w written comments on the application or desiring to receive notification of the final decision on the application may do so z ! within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the Z O information that written comments may be submitted, or oral presentation made at the hearing. w w g D . D0 Shoreline Permit Notice of Decision: U Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) 0 I ,_. Department of Ecology Shorelands Section w Ill State Attorney General l- 0 *Applicant u- ~— *Indian Tribes .. z *Other agencies as necessary (checked off on attached list). 0 *Any parties of record I- !- * send only the staff report, site plan and the SEPA Determination z Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMI's) — Site plan, with mean high water mark & improvements - Cross- sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:IADMINISTRATIV E \FORMS \CHKLIST.DOC / P LIC NOTICE MAILINGS FOR PL .VIITS DUNSTAN THOMAS E JR PO BOX 245 NAALEHU HI 004 100 - 0537 -03 DOFREDO NESTOR A 1531 15TH AVE S SEATTLE WA 00 4100 - 0540 -08 CONNELL ANTIA J 3723 S 150TH ST TUKWILA WA 0 0 4 100- 0544 -04 PACHUCKI ALAN R +DANIELLE F 729999 3735 S0 150TH ST SEATTLE WA 004 100 - 0545 -03 FAST DANNY M 23837 108TH AVE SE #230 KENT WA 0 04300 - 0152 -05 BERGSMA KENNETH A 4003 S 152ND ST SEATTLE WA 957 250 - 0010 -06 8EUTLER CARL C JUDY 3728 S 150TH ST SEATTLE WA 120234 96772 939999 98144 209999 98188 98168 204018 98031 0578 98188 0 04300- 0157 -00 BELAYNEH SISAY 105024 WONDIMU BERHANE 3741 S 152ND ST TUKWILA WA 98168 00 4300 - 0195 -04 MAKO INVESTMENT LLC 120215 PO BOX 1072 MERCER ISLAND WA 98040 004 300 - 0200 -07 KIRKLAND INVESTMENTS INC 319999 11801 NE 48TH PL KIRKLAND WA 98033 0 04300 - 0210 -05 PARTNERS PREFERRED YIELD .IN850351 DEPT PT -WA 23116 PO BOX 25025 GLENDALE CA 91201 98188 O 004300- 0093 -07 EATON GEORGE L C MARY ELLEN102645 14904 97TH AVE E PUYALLUP WA 98375 0 04.300 - 0100 -08 KEY BANK OF WASHINGTON 931113 C/O FIRST AMER TAX VALUATN PO 830X 560807 DALLAS TX 004300 - 0105 -03 FOY FRED 21312 212TH AVE SE MAPLE VALLEY WA 0 04300 - 0108 -00 VESPER MERRILL K 18619 SE 346TH ST AUBURN WA 0 04300 - 0115 -01 KIM CHUE 3730 CENTRAL ST SE OLYMPIA WA 0 04300 - 0116 -00 VESPER HELEN LOUISE 3705 S 152ND ST TULWILA WA 0 04300 - 0130 -02 KING COUNTY 500 K C ADMIN BLDG SEATTLE WA 0 04300 - 0140 -00 LAVOIE REGINALD 0 3735 SOUTH 152ND ST SEATTLE WA 004300- 0145 -05 FLORES EULOJIO 3731 S 152ND ST SEATTLE WA 75356 772620 98038 319999 98092 882203 98501 159999 98188 60F023 98104 .1 004300-0135-07 ATKINSON EUEL H JR +MARY K 709999 15212 37TH PL S TUKWILA WA 98188 809999 98188 0779 98188 KANG HEE YEOL 6 SEE JEE 1550 ALKI AVE SW 4500 SEATTLE WA 004100- 0517 -07 HENKLE FAMILY TRUST 490006 C/O HENKLE D R E B J TRSTEE 147 SWINOMISH DR LA CONNER WA 98257 004100- 0520 - 02 WENDCO NW LTD PRTNRSHP ATTN TAX DEPT PO BOX 256 DUBLIN OH 004100 - 0534 -06 WONG STEPHEN PO BOX 21686 SEATTLE WA 98026 143110 98116 2N1016 43017 919999 98111 004100- 0535 - 05 HEADLEE MICHAEL +DELORIS 229999 23808 90TH PL W EDMONDS WA Cl '0 4D O '0 '0 40 4) A HAWLEY ENTERPRISES INC PO BOX 10' ENUMCLAW WA 004100 - 0495 -03 KEY BANK OF WASHINGTON C/O FIRST AMER TAX VALUATN PO BOX 560807 DALLAS TX 004100- 0513 -01 KANG YONGSIN 1550 ALKI AVE SW APT 500 SEATTLE WA 004100- 0514 -00 KERN GERARD J +CAROL A PO BOX 389 MEDINA WA 004100- 0515 -09 BANWAIT.SUKHCHAIN S 3415 S 150TH ST TUKWILA WA 0 0 0 0 to - v O -1 w 0 4% -C 7. 0 > 0 - ~4Os0O1 ri 0.4 I r>cr -,a r m Cl vi n 0% vs 4. 1:4000 X Ln C1 N0 D wC0 D -4ACD 0 N -4 -p -1 0 3 m rn I z m X + z m X Z a H Z r° n N 4• •3 -4 40 0 co '0 Co 40 0-A 40 H"' 40 0' '0 07 40 0) 0 m , 0 • 353089 931113 75356 083636 775473 98039 839999 98168 98022 98116 c 88186 VM 3111V3S HlOST S 00 )1NVYid S332i12i3A LEZTSS 3 NN319 31118 50 -5500- 001+700 NVObOW Nd3f 3 WVN 213W01Sl0 * 00 2139WfN H31V9 * E************************************ 8£086 VM A311VA 31dVW IS H1961 3S 09OLZ 3 768TOZ V 33V 1 Hd3SOH OIAOWl0 00- 0L90— OO7+7( 0+7086 666600 99186 66666Z 88196 6666NZ 9 LLOZNS VM ONVISI 2133)33W 3S 3AV H18L LELZ 311 S3I1213d021d M08N1V2i 60- 5590 - 001 VM V1IMNf11 QNZST S OELE 0 031 21139 3 70- 0..590 - 001 VM 3111V3S IS QNZST S 0 V2i0NOS S991n 3 70— E 00T VM 3111V3S MS 3AV H16 SCOTT V 3AVO NOS1f1N)$ 50— Z 00T 9Z£T6 ZZ81ST 98186 6666TL 89186 LLIOZ V3 390I'1H12JON +r*` IS X30NI S£Z61 Y ' 9NOA 9NV)1 L0- 05E0- 00 TOZSL XI SVI1V0 MO2iDS3 -13 H1ZT IS NIVW LILT NOIIVbISINIWQV MO)J3S3 W332J0% Z91T11 ONI SSNI0 10H NO13O L0— SE£0- 00T VM 3111V3S S QVO?i A2iV1I1TW L 3 VNN00+r 13VH3IW IS3M S0- 6ZEO- 00T VM 3111V3S S AVMIH OIdIOVd 3 798+71 f 1 3VH3IW IS3M EO— TZEO- 00T 55086 VM N01N32i 3S 3AV H1 8E961 66660T )1 lIrNV)i +S 11('W2IVd V2JIVH)i 90- 0TE0- 001+70 89186 3 7ZZZ91 99186 9000E ZZ086 680£5£ 88196 Z8LT6£ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 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I, ..III.1 111 l 1111111111.1 1 I I. I, I I * * * * * * * *ECRWSS**C-034 RESIDENT #30 3721 S 152ND ST TUKWILA WA 98188 -2235 111111 II, II1.. lIIIII; II1111. 11 1 1111111.16111111111,1..IIII..11 * * * * * * * *ECRWSS**C-034 RESIDENT #31 3721 S 152ND ST TUKWILA WA 98188 -2256 I .I..I..I,.I.111,.111..1... 111., I.I. (.1,111.,., I l...l l 1, l (..l * * * * * * * *ECRWSS**C-034 RESIDENT #32 3721 5 152ND ST TUKWILA WA 98138 -2256 II IIIIIIIIII.IIIIIIIII.II„ 11111111111111 .1111.1111.11111111.1 * •* * * * * * *ECRWSS * *C -034 RESIDENT #33 3721 S 152ND ST TUKWILA WA 98188 -2256 11,11111.1. 111111. II, II. IIIII, II ,1.I.1.1..11,.I,III.II.IIl..l1 * * * * * * * *ECRWSS**C-034 RESIDENT #34 3721 S 152ND Sr TUKWILA WA 98188-2256 II,1..I,.1...111„ 111,.1 „ 11.1.111111 Ili,, 11III. I III,1I tt * * * * * *ECRWSS**C-034 RESIDENT: 15230 37Th PL 5 TUKWILA WA 98188 -2203 II.I..I.11,111111,11.I,. I,..I.I ., I.I1 l 11.,.111..1.1,1.1.1 * * * sf * •x• * *ECRWSS * *C -034 RESIDENT 15222 37TH 1 S TUKWILA WA 98188-2203 11,1..1,.11,.1 11111 111111.1, 111 ,11.11111111.1,1111111.111,11,1 * * * * * * * *ECRWSS**C-034 RESIDENT 3731 S 152ND ST TUKWILA WA '98188-2228 II 1I. .IIIIII IIl lI .IIIIII II .I I . ,1, 1 1.1 11 II11 1.11, I..I.iI, ..I1 * * * * * * * *ECRWSS**C-034 RESIDENT 3742 S 152ND ST TUKWILA WA 98188-2227 11 11,11..1111111111 III. II. II III I III .II,I * * * * If !E # *ECRWSS * *C -0;34 RESIDENT 3745 S 152ND ST TUKWILA WA 98188 -2228 111 1111..1.1.. 111..11 1111... 111 .,I.I..I.II..Is.1..I...III...II * * 3* * * 3 * *ECRWSS**C-034 RESIDENT 3 741 S 152ND ST TUKWILA WA 98188-2228 116161111111.11111.1,1.111111. I..I.I., I.I I..,I.I..II., I....l I I * * •* *• * * * *ECRWSS**C-034 RESIDENT 3743 5 152ND ST TUKWILA WA 98188 -2227 • Y L522-vsT e6 vm v`i I M?inJ. 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T06T -88I86 VM V1IM }in 1S H10ST S LOL 0 #- 1N3(' 6T0- 3 * *SSM803* * * * I'II " "'111 11"1'111 " "I'1"IIi" T06T -88196 VM V1IMun JS H10SI S LOL 8# IN?QIS3 6T0- 0 * *SSM8 3* * * * * * II"I'I"I'I "'III II"I'III "1'I "III" "I "I "I' TO6T -88I8& v'M ViIM }In IS H1041 S LOL V* IN3QIS3 6TO- 0 * *SSM?103* * * * * * * 1 "II "I "'III I I "l'Iil' " "I "1' 982 -eVIS6 VM ViIMkn IS H1031 S iL V# 1N31i S3 610- 3 * *SSM803* * * * * * 1 11111 ,Il111/111111111111111111I /111111111111111111111111111 992'•2- ^a9186 VM V1IM}In 1S HIO8I S LIL S# 1N3QIS3 6T0- 3 * *SSMM33* * * * * * * 11 1,1 11 11 1 1 1 111 1 11 11 11 1 11 11 1 1 11 1 1 1 111 1 11 1 1 1 11 111 1,11 1 /1 982 a -88T VM Vl I MMA 1S H1OSI S LIL: 0# 1NJQISR 610- O * *SSM803* * * * * * * • 1 111111111r11111111I11111 1111111111 11118111 /1II1111111111111 .2061 -8aI86 VM b'1IM }�C11 1S H10SI S SOLE I# IN3QIS31 6IO- D * *SSM8D3* * * * * * * I'II "II 111 it "I'll, " "i "I'i "ill " "I "I "I'll 2061-S1 SG WI t/lIM)lfll I S H.L O S I S £0L £ 2# IN3QIS3d 610- 3 * *SSM!03*. * * •* * * 11'1"1'1" "'111'1 II "1'111 " "I "1'1"111 ""I"I "I'II 2061 -88186 'dI b'1IM)ifll IS HIOSI S COLE £# IN3QIS38 6TO- D * *SSM8o3* * * * * * Ill 1 " 1 11 111 II "t'III " "I "I'I "III " "I "I "I'II 2061- S9Tuu6 VM d1lMMfll IS HIOSI S LOLE t# INJQIS3d 610- D * *SSMdD3* * * * * * * i I I I " I " " I I I I 5122-88186 WM d1 I M)lfll IS HIOST S SOLE IN3QIS3d 61O- D * *SSM833* * * * * * I I I " III " " 1 " 1 " 1 ' 11 T061 -38186 WI t/1IMNf11 is HlOSI S LOLE Q# IN3QIS3d 61O- Z * *SSMJO3* * * * * * * II'i""II'I"'lll 11"I'Iil""I "1'1"111" "1"I "I'll I2I2 -88186 VM V1IM)1l1 IS QN2ST S tE1TE INVdflDDO t E0- 3 * *SSM 03* * * * * * * * I' I I"I „ 1"11"11 "' l' 1 "1 I "' I' 1 "' 1 "I' I"1 I I" "I I I L122-88186 vm d1 I M?1f11 IS HIOSI S OTLE IN3QIS38 6 T 0- 0 * *SSMD3* * * * * * * * I'll 1111 "'1 "'111 "'1'I "I'1 "'1 "1'1' " "1 "1 "1 8 T 22 -88186 VM d1I M11f11 IS HJOS1 S TOLE I# 1N3UIS3I 610- D * *SSMI33* * * * * * * II'I "II II'1" III "'I'I "I'I 1 "1"i'1 "111 " "1 "1 "1 ^0 12 -88186 'dI V1IM)ifll IS HIOSI S TOLE 2# 1NAOIS38 610- 0 * *SSM8:a3* * * * * * * * 11 I1'I" III "'1'1"1'1 " 'I "1'1"111 " "I "I "I'II �W! NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. L1722 -88186 WI DVIV: OA - is 1HNOIIVNd31NI T225 i Nddf D: trf_0- 3 * *SSM833* * * * * I'1 "ill "'1'1 "1 "'11 "1'1'1 "1'1 "'i "I'I "111 ""l "I "I £512 -88186 VM 3VIV GA18I 1VNO I I'Nd3IN I 51125 b1# iNVdA0: tr4'0- 0 * *SSM83 * * * * * * * 1 "1'11 ,, 1'1'1 "'ll "'I'I'll"'i'i 1 "1"I'I "III " "I "1" ESTE -88186 HM 3VIV GAlS 1VNO1IVN831NI 2 Oil* INVd00: t E0- 3 * *SSSM`u'D3* * * * * * * l lil " I ' I " III " " I " 1 " Ltr22 -88186 VM DVIV. 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LS HIOST 6 5£L£ 1N3tI1638 6I0- 3 * *SSM803* * * * * * * 1'1'1 "1'1"11 '1" III 1 "1'I "1'1 "1'1 III " "1 "1"1'11 6I -56To6 VM v l I S H1OS I S t05'£ iN3QI538 6T0- 0* *SSM803* * * * * * * * 1 ' 1 " 11 11 1 „ " I I " 1 ' 111 i 1 " 1 ' 1 1 " 1 ' 1 " 111 " " 1 " 1 " 1 , 11 OZZ2 -58186 'v''M V1IMyftl 1S H10SI S 508£ 1NBQIS3a 6t0- 0 **SSM833* * * * * * * 1 " 1 ' 1 " " il "' ili ' I " 1 ' I " 1 ' I "' I " 1 ' 1 " 111 " " I " I " l o ll 61 -551 o 6 VM d1I M>#fll 1S HIOSt S ti12 IN3QIS38, 610- 3 * *SSM8D3* * * * * * * * II "'II "1'11 I Iil"'I'I"I'I"'1"I'I "111 " "1 "1"1'11 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 5L-88t86 VM V1I MNf_ 1S HLOSI S LZLS 0#t: 1N3(' '32 6 T 0- 0 * *SSM833* * * * * �. 1 1 " 1 ' I ' I ' I "' I ' I ' I ' 1 "' II ' I " 1 ' I "' l " 1 ' 1 " 111 " " 1 " 1 " I ' 51.22-58T86 dM vl I M?{fl. IS H10ST S LZLS S# 1N3QIS3? 6IO- 3 * *SSM103* * * * * * I " I ' ll " 1 ' 1 "' 1 ' 1 ' 1 ' 1 "' 11 ' 1 " I ' 1 "' I " I ' 1 " 111 " " I " I " 1 ' SL22 -98I86 VM v1I M?tfl. 1S H1OSI S LZLS d#l: 1N3Q I S32 6I0- 0 * *SSM833* * * * * * * 1"' 11 'll "1 "'1'1'I'I"'II'I"1'1' "I "I'1 "III " "1 "1 "I' 9LE2 -56 t 56 VM V1I My1(l. I S HIOS I S If I# 1N3Q1S32 6I0- 3 * *SSM403* * * * * * * 1 '1"111 1111111111111111111111111111111111111111111111 9L22 -86 186 VM t!1 I MNfl. IS H.O5I S 6ZL! IN3QIS3; 61 O -0 #*S SM>J33* * * * * * * • 11 "' 11 ' 1 it " 11 ' 1 "' 11 ' 1 " i ' 1 "' 1 " 1 ' 1 " III " " 1 " 1 " 1 ' 9LE2- 8 88186 VM Vf1M »fl. 1S H10SI S 62L.1 £# 1N3QIS32 610- 3 * *SSM2:7:a3* * * * * * * 4 1 " II " II ii "11'1 "'11'1 "1'1 "'1 "1'1 "III" "1 "1 "1' I IIIIIII11111$ 11111,1111111111111111111111 I/lIl, ISI111111SIS II * * * * * * * #ECRWSS * *C• -053 ' OCCUPANT #A 14835 TUKWIL.A INTERNATION BLVD TUKWILA WA 98168 -4395 I 1 111111,111IIIIIIII /11111111 II /III„ 11111111111,11,1111111111 * * * * * * * *ECRWSS**C-053 OCCUPANT 14845 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4328 II II11115111 IIII IIl11I1,IISII111111111111111 IIIIII ,II,III111II * * * * * * * #ECRWSS * *C - -053 OCCUPANT 14855 TUKWILA INTERNATION BLVD TUKWILA WA 98168- -4328 IIIIIIIIII, 11111111111, 11. 111 11IIIII I1.1IIIII,I,I,I,*11111111 * * * * * * * *ECRWSS * *C -053 OCCUPANT 14857 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4328 I I IIIIII 115111111111115,1.1111 111111, IIIII11111111 I III 51111111 * * * * * * * #Er_ :RWSS * *C --051 OCCUPANT 14864 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4329 I II II, 11111111 11I II., I 11111II /I * * * * * * * *ECRWSS * *C -0:53 OCCUPANT 14822 TUKWILA INTERNATION BLVD TUKWILA WA 98168-4329 11511111 III11111, 111,1,11I,IIII11111,11111,11111 1 111,1,1 * * * * * * * #ECRWSS * *C -053 OCCUPANT 14802 TUKWILA INTERNATION BLVD TUKWILA WA 98168 -4329 I I ,IIII,11 I, 1111 ,11, IIIIII I,1 1111III I,I II , Il ,V * * * * •* * * *ECRWSS * *C -043 RESIDENT #214 14828 MILITARY RD S TUKWILA WA 98168 -4266 IIIII ,II,I1,,,111111,1111111,III,II IIIIIIIIIII III,III,I,III111 * * * * * * * *ECRWSS**C-043 RESIDENT #215 14828 MILITARY RD S TUKWILA WA 98168-4266 II IIIII ,111,IIIIIIIIIII,I11111I. 11 11 1 11 , 11111111111II,II,II11 * * * * * * * *ECRWSS**C-043 RESIDENT 1#216 14828 MILITARY RD S TUKWILA WA 98168 -4266 11,11, 11111, 111111II1111I11III I1 ,IIIIIII,IIIIIIIIIIIIIIIII11I1 * * * * * * * *ECRWSS**C-043 RESIDENT #217 14828 MILITARY RD S TUKWILA WA 98168 -4266 11 111111 , 1 , 111111111111 , ISIII , IIII ,11111111111111111111,111111 * * * * •* * * *ECRWSS**C-043 RESIDENT #218 14828 MILITARY RD S TUKWILA WA 98168 -4266 1111,,I,I III IIIIIIIIIIIIIIII ,111/IIIIIIIIIIIII 1111;11111111111 * * * * * * * *ECRWSS**C-043 RESIDENT #219 14828 MILITARY RD S TUKWILA WA 98168 -4266 II II, IIIIIIIIIIIIII I.II,I,III,IIII11111„ ,IIIIIIIIIII IIII * * * * * * * *ECRWSS**C-043 RESIDENT #220 14828 MILITARY RD S TUKWILA WA 98168 -4266 11 11111111111111111111111,1 II1111I,IIIII ,111,11,11111111111111 * * * * * * * *ECRWSS* *C -043 RESIDENT #221 14828 MILITARY RD S TUKWILA WA 918168 -4266 11 11111111,1 IIIIIII,1I, IIIIIIIIIII ,III11111IIII111111111111 III * * * * * * * *ECRWSS**C-043 RESIDENT #222 14828 MILITARY RD S TUKWILA WA 98168 -4266 z ~ w a: 00 J 1- H CO u_ WO gQ = a W Z 1- O w ~ 2 W U � O ( L ) : D I- w w u" W z . U = . O~ z II,,.,I,.I,.,. III., I, I., I... 1, 1 ,.I.I.I,.1.I,I,,.11.1...1.11111 *f * * *t *t * * *ECRWSS**C-019 OCCUPANT 15037 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II,i,.l „I,,,, 111 „1,1 „I, „1.1..1.1.1..1.1,1.,, 11„1.1„i,l,l # *f * *t *s * *F *ECRWSS**C-019 OCCUPANT 15035 TUKWILA INTERNA BLVD SEATTLE WA 98188 -2245 11.11,1.,I..,. III .,I,I,.I,.,I,I,.I.I.I..I,1.1,.I „1.1.1.,1.,11 * * * *E *t * * *ECRWSS **C -019 OCCUPANT 15045 TUKWILA INTERNATION BLVD SEATTLE WA 9818E -2245 II,I „1,.I,,., III „I.I „I,,,I.I „I,I.I „1,1,.1,11.,11.,,1 „I,I *E * * *E *a *E * *ECRWSS**C-019 OCCUPANT 15060 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 *t * *E *F * * *a *ECRWSS**FC -019 OCCUPANT 15058 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 *a *a *E * * * * *ECRWSS**C-019 OCCUPANT 15036 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 *E *t * * *t *a *r *ECRWSS**C-019 OCCUPANT 15010 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2244 II,I „I „I „, ,III „I,l „I,,,i,l „I,I,I „I,I,I,II u„I,II *e *E *f *e *. * *F *ECRWSS * *C -019 OCCUPANT 15001 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 111.1.,L.1.111"1.1„1.1.1..1.1.1..1, 1.1.,,.11,,,11,.,111 *F *E *f *f *t *t *e *ECRWSS**C-019 OCCUPANT 15011 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 11 „ 1 „ 1 , „ , 111„ 1 , 1 1 ,,, 1.I..i * *F *E * *E * * *ECRWSS**C-019 OCCUPANT 15015 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 I I, I „I „I,,,, I I I „I, I „I,,, I, I „I, I „ I,,, I I I,,, I „ I 1,1,,,11 *F * *r *t *. * * *ECRWSS**C-019 OCCUPANT 4A 15025 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2232 11,1 „I „I,,,. 111„ I, I,. 1.,, 1, 1,.I.I,I„I,I,1,,,.III.i,,,,ll.1 *E *E *E * *f *F * *ECRWSS**C-019 OCCUPANT 15019 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II, I,, l ,.l,,,,III,.I,I,.I,,,I,I.,151,1 „1,1,1,,,,11 „11,1,1 „I *f *e *r *t * * * *ECRWSS**C-019 RESIDENT 15013 TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II,I„i „I,,,, III „i,l,.l.,,l,l * * * * * * * *Fc' *C -019 RESIDENT 1 ' TUKWILA INTERNATION BLVD SEATTLE WA 98188 -2245 II.I„I „ I,,,, III„ I. 1.,1,,.1.1„I,1,I„I,I.I,,,.II.,I *F * * *f * *e * *k E C R W S RESIDENT 15013 T Sr LE WA 98188 -2245 —019 INTERNATION BLVD *E *f * * *• *F * *ECRWSS**C-019 OCCUPANT 15029 TUKWILA INTERNATION BLVD SEATTLE WA 98188-2245 992ti- 99T26 VM 'flIMyni S Q3 AJVII11W 82^ot,t £I2# 1N3QIS3i £t 0- 0 * *SSfI 3* * * * * * * * III "" $ I I1 111 117 I'$ 7I$111 S 9E17- 89196 VM V1iM)ini S U8 . i iI1IW 8co^t,T EIF# 1N3QIS38 £170- 0 * *SSM80.3* * * * * * S92b -89T96 VM 'flIMmi S ai A8ViI1IW 829VI ITE# iN3QIS31 £t0- 3 * *SSM803* * * * * * * * 11' II'7I'I'7'II'$ III' II S 9217- 89186 VM V1IM�i S 08 A8ViI1IW 82817I 012* iN3C1 I S38 £170- ) **SSM803* * * •u 111 S92t7-99156 VM V IIM}{nl s aa AMViIiIW 222t i 602# 1N3QIS32I £t,0- 0 * *SSM8D3* * * * * * * * II "1 1 1' 1 11 1$ 99 S9217-89186 VM viim inl S Qy A }JV1I1IW 828iI 9024 11\13(11938 £170- 0 * *SSM803* * * * * * * * $ 1 1 11 $ 1 1$1$ 111$I$, II ,11 /I$IIIII$I1111II11" 111$1$$ fii92I -89T86 VM viimmni S Q1i A8VJ I1 I W 82817' 221# 1N3QIS32I £17O- D * *SSM803* * * * * * * III ,II $ 7, 'II' , $'$' 1 I ,I1 1$ 1 1 1 $ I , S92b -89186 VM H S a8 AdV1I1IW 928tI TOE# 1N3QIS i8 £t,0- 3 * *SSM8D3* * * * * * * * (1('11111111$11 1$71711111171$11$$! "11 t,92b -89186 VM V1IM?inl S Q J A1V1I1I W 828t# T T31* 1N3QIS38 £120- 3 * *SSM8D3* * *• * * * * * $$I$I III$$ 11 11$ 11 1.$,1 11$I I, I, II ,5IIII1111711'$$I /I111111I$'I$ 179217-S91/36 VM V 1I MXnl S aa AUVI I 1I W 828tr I 02T41* iN3QIS38 £170- 0 * *SSM833* * * * * * 1 111111$'$1$17 9 111$111$$ 1111 11118$.1$I,IIIIII$IIII.IIIII 11'11 V92t7 -89186 VM V1IM}inl S Q8 AJV1I1IW 828t,i MT* 1N3QIS32I £t,0- 3 * *SSM *D3* * * * * * * 11 1111111$ 1111$,$ /7$1111$1171 III 11111111 $11111111171111$111111 t,9E17-29T86 VM b1IM ?ini S aa AiVI I1I W netI 811# 1N30IS38 £170- 3 * *SSM803* * * * * * * * 1 11111511/ I$II$I$II$ 11/11'1511111111111111111'($ II 11$19111111 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t,92b -89TS6 WI V1IMNnl S U8 A8V1 I 1 I W 928t1 LIt# 1N3QIF'I £t0- 3 * *SSM8D3* * * * * * 1It$I'$ "1 "I'$"1 "$ "1 "$$I$$I " "I'1$ t'92ti - ?9•86 VM V1IM)ini S 08 A8V1I1IW S BIT 9IT# 1N3QIS38 £t'0- 3 * *SSM833* * * * II IIIIIIIII$II$I1111111111$1$ „ $,1$,1$,1$,111'11,,,,$,1$1.$11$ t,92•b -S916 WI V tlM)tni S QJ A8V1I1IW 828171 g1t# 1N3QIS38 £ir0- D * *SSM8:13* * * * * * * * 1 11.11 II.111"1 III,III,II 11111115111111 II III$I$$ II 11$1,$,11'1) •179E17-891■6 VM 'VIM >in1 S Q3 A8viiiIW 92 171I# 1N3QIs i £170- 0 * *SSM803* * * * * $588 $$I111$1$ III$II$I1I$$1$ /$,,17,$ 11$11$1 I I1 9 1 11,I $ 1, $ I, $ ' $1 b92tr -S9I86 VM VlIM}ini S QS ANV1 11I W 828tr T 1N3QIS38 £b0- 3 * *SSM8D3* * * . * * * * 11$ 1111$ 11$ 1111111 ,111.111$.111111117111111$$I$$ 1111$ 11111111$ t,9217-89I86 VM V1IMWnl S U8 A8VII1IW 829171 :ti* 1N3QIS38 £b0- 0 * *SSM803* * * * * * * $$5$II$III)I$$ 11$1, $VIII$$ I $ II $ 1 9 II 1111111$1$1 IUKWILA WA 98168•-4dt15 11 11111. III I II I l 1111 11 , ▪ * * * *. * * * *ECRW SS * *C -043 RESIDENT #203 14828 MILITARY RD S TUKWILA WA 98168 -4265 11 ,11111111 „1111111111111,111111111,11 „1111111,1111„1111,11 * * * * * * * *ECRWSS**C-043 RESIDENT #204 14828 MILITARY RD S TUKWILA WA 98168 -4265 1I IIIII,,II,I1 111111/ I, Il1IIIIl1 ,III11I,I111I11I,1 * * * * * * * *ECRWSS * *C -043 RESIDENT #205 14828 MILITARY RD S TUKWILA WA 98168 -4265 11 .1. 1,1111 I I I I I I I „11, I „I „i „1, II I I I„1 111 1111„111,11„11 * * * * * * * *ECRWSS * *C -043 RESIDENT #206 14828 MILITARY RD 5 TUKWILA WA 98168 -4265 11 11131111,I1111,111111111II,1 IIII, 111(1.11111Il1I.13,11I,I.,I * * * * * * * *ECRWSS * *C -043 RESIDENT #207 14828 MILITARY RD 5 TUKWILA WA 98168 -4265 11111111111111 11111111. 1111, 111 ,1,11111111111111111111,3111111 * * * • * * * *ECRWSS * *C -019 OCCUPANT 15209 MILITARY RU S . SEATAC WA 98188 -2141 11 11111111,111 I 1 11,111111,1111111111111 11,111111111 1 11 , 1 1 * * * * * * * *ECRWSS * *C -0t9 OCCUPANT 15213 MILITARY RD 5 SEATAC WA 98188 -2141 1l l..IIII,II IIIII II III IIIIII1111,11 IIIIIII)II111I1111111 * * * * * * * *"ECRWSS* *C -01.9 OCCUPAN1 15215 MILITARY RD 3 SEATAC WA 98188 -2141 II11,11111 „ ,11111/1,1 „ 1111111 11111 1 * * * * >. * *ECRWSS * *C -019 OCCUPANT A 13031 MILITARY RD S SEATAC WA 98188 -2104 II,1111. ,1,1111111,111,,111111111111111 „11,111 * * * * * * * *E OCCUPANT .* 1503 ITARY RD S ATAC WA 98188 -2104 *C -019 IIII., 111 11,, ,IIII,IIII,IIIII11 .,1111I1I,1I11 * * * * w * * *E(' OCCUPANT # 1503 ITAARY RD S ATAC WA 98188 -2104 ,IIII , * *C -019 11,1.,1,1111 I I I I I „1,11,11,111111111311 I3111,,,,11,1.11111.1.1 * * * * * * * *ECRWSS * *c -019 OCCUPANT 15033 MILITARY RD S SEATAC WA 98188 -2139 1 I I 111 1 1 I II, I I, I I I I I I I I I I I, I I I I I I, I, I I I I, i 11, i I I I I • * * * * * * *ECRWSS * *C -019 OCCUPANT 15035 MILITARY RD S SEATAC WA 98188 -2139 11.11111311, 1111111111)1I.I.I111 ,1111111,1,1,1,1111113311,1111 * * * * * * .# *ECRWSS * *C -019 OCCUPANT 15037 MILITARY RD S SEATAC WA 98188 -2139 11 /11, 1 1,113111 i t „1, I1, 1,11 111, „i I, I I I,1, i 11, I „111111111 „1 * * * * * * * *ECRWSS * *C -019 OCCUPANT 15047 M I L I T A R Y RD 5 SEATAC WA 98188 -2139 II, 1,111 I I I„1I I I„I I I, I I I I 1111111111, 1 11111,1,11 11111• I I * - * * * * * *•ECRWS3 * *C -019 OCCUPANT 15061 MILITARY RD S SEATAC WA 98188 -2139 IIIII,1,111I„ 111 1111111I11,1,1111111111111111II IIIIIIII * * * * * * * *ECRWSS * *C -019 OCCUPANT 15201 MILITARY RD S SEATAC WA 98188 -2141 IIIII 1I11 111311111 * * * * * -• * *ECRWSS * *C -019 OCCUPANT 15203 MILITARY RD S SEATAC WA 98188 -2141 ki++ t'i;k6i. 1 S�a F`2S1Fir R4t1,483:'o A. �'.§�tx�'tk�at:.a:�tiSYdr :vy+ �V,ss:iat�a,; 11 111111111 101111411111111101 1111 11111 111 11 , 1 11 111 1 11 1 11 1 11 11 1 * * * 3* 4 * 3 *ECRWSS * *C - 019 OCCUPANT 15205 MILITARY RD 5 SEATAC WA 98188 -2141 • RESIDENT 15022 MILITARY RD 5 TUKWILA WA 98188 -2138 11 1111111111111 1 1 .11 1 11 ,1 111111 „ 11111,111111111.1111111111,11 * * * •u * * * *ECRWSS**C-019 OCCUPANT 3417 S 150TH ST TUKWILA WA 98188-2110 11 11111, 1 111,. 1111,1, 1111 1111111 I111I,, i * * * * * •* *ECRWSS**C-019 OCCUPANT 3400 S 150TH ST TUKWILA WA 98188 -2109 11 ,11,1..1.,., 11111111 .11,1111,..111111,111 II1i,1111 * * * * * •tt * *ECRWSS **C -019 RESIDENT 15003 MILITARY RD S SEATAC WA 98188 -2139 1111,.1111,,,,111,1111 „1,,,1,1,,,11 „11,1,1 „11,,,,,,1111,,,1 * * * * * * * *ECRWSS**C-019 OCCUPANT 15001 MILITARY RD S SEATAC WA . 93188 -2139 11 111111 111 „1 I I I„I, I„ 11111111111111111 I, 11111 11111, 1 111 1111 *• * * * * * * *ECRWSS**C-019 OCCUPANT 15025 MILITARY RD S SEATAC WA 98188 -2139 1 1 , 1 , 1111111 ,111111111 1111,1111,1I11II11 I 1 1 1.111 ,1111 ,1 * *• •* •* * * * *ECRWSS**C-019 RESIDENT 15015 MILITARY RD S SEATAC WA 918188 -2139 11111.1.111111(11 „1.1111 .1.1111111111111.1.111111111111 „1111 * * * * * * * *ECRWSS* *C-019 OCCUPANT #2 15027 MILITARY RD 3 SEATAC WA 98188 -2171 11111111,1,.,1 III „I,I „1111,,.Iil,.,l,.,1111, ,.1111 * * * •* * * * *EC *C -019 OCCUPANT # 150° LITARY RD 3 _ATAC WA 93188 -2171 11,11.11.11,.1 I 1 1,11, 1 1.111.111111 (..,11.,11 • * * * * * * *EC OCCUPANT * 15027 .ITA RY RD S TAC WA 98188-2171 ,1 1,.111 * *C -019 1111,11 111,11,11.11,11..1111,111 . * ;; * * * * •* *Fr . ,**C-019 OCCUPANT ,- 1502 . ITARY RD 5 ATAC WA 98188 -2171 * * * * * * *EC,;KW6S * *C> - 043 RESIDENT 101 14828 MILL.TARY RD 5 TUKWILA WA 98168 -4263 11 1 1111111.,,1 I I, 1 111 11,1. 1111 11. I I • * * * * * * *ECRWSS * *C -043 RESIDENT #102 14828 MILITARY RD 5 TUKWILA WA 98168 -4263 11 .1 , 11 11 111 1,11,11„1 „1 „ 1„ 1 • * * * * * * *ECRWSS**C-043 RESIDENT #103 14828 MILITARY RD S TUKWILA WA 98168 -4263 11 1 11 11111111 1111111 1111. 11 .11.1 * * * * * * * *ECRWSS * *C -043 RESIDENT #104 14828 MILITARY RD S TUKWILA WA 98168 -4263 1 11111 111 1,11111.1 11111 ,1 * * * * * * * *ECRWSS**C-043 RESIDENT #105 14828 MILITARY RD S TUKWILA WA 98168 -4263 I I, I„I.111111 I I, 1 1111111111111 „111,11,,,,11,,,111.., I I I, I..I * * * * * * * *ECRWSS * *C -043 RESIDENT *106 14828 MILITARY RD S TUKWIL.A WA 98168 -4263 I, I„I„I,,..I1,11111.111 .1.,1111111111111111111111.1.11 .1111 * * * * * * * *ECRWSS**C-043 RESIDENT *107 14828 MILITARY RD S TUKWILA WA 98168- 4263 11 1 14111118111 111111111411418411811111 1111111111 111111111111111 * * * * * * * *ECRWSS* *C -043 RESIDENT *108 14828 MILITARY RD S TUKWILA WA 98168 -4263 11 . 11 .1. 1111 „11111.111 11111 11111 111111,1,1111111 * * * * * * * *ECRWSS * *C -043 RESIDENT *109 14828 MILITARY RD 5 TUKWILA WA 98168 -4263 II.I,,I1.l .,1II1ll,,1.1I,,I. 111 ,11111i1.1,1I.111111111..i.1.1 * * * * * * * *ECRWSS**C-043 RESIDENT *110 14328 MILITARY RD S TUKWILA WA 98168 -4263 1111. 1111, 1111 1,,.1 1111 * * * * * * * *ECRWSS**C-043 RESIDENT #111 14828 MILITARY RD 5 TUKWILA WA 98168 -4263 • 1: Brad Minogue 701 Dexter Avenue North #301 Seattle WA 98109 March 19, 2003 Re: Notice of complete application for KFC /Taco Bell at 15036 Tukwila International Boulevard, Tukwila. File numbers L03 -011 and E03 -008. Dear Mr. Minogue: city of Tukwila Department of Community Development Steve Lancaster, Director Based on a review of your submittal relative to those requirements as set out in the Complete Application Check list for SFPA and Design Review, your applications are deemed complete. A notice of land use application will be distributed within 14 days. The next step is for you to install the notice board on the site. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me to discuss the timing of the notice and to obtain a laminated copy of the notice. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions you can reach me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner 1 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 Project: / GO g Address: S 0 3 � , � , > l, `^�-1 L. Ai �-C e, Date transmitted: 3 ` I Response requested by: \ 3 Staff coordinator: ' I t _ ^�` "' -"' -1)L„ '-re---( Date response received: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: c;g1 Building ❑ Planning XPublic Works Fire Dept. ❑ Police Dept. ❑ Parks /Rec COMMENTS �1s Yev ;(7A.J w- 1 - 4'1e- col/1,4;5h r c2 to4cds 0041o0-052S 0680 (bait. Lu-cW 5 . - OtA 1 414A1 Lo o w KC s.2-ssovs mar O k. 1 L a 044.c1 1 L s , _D O 1 a-o-e_ 62- / i �r d 1 p P „ ‘11"1"'off c v- Is ov � y e KFC/hco Re . 15 -R4 e 5 I SZIA4 5f t.ci.QA cg -ecru s s rAlreid, O ) a o r 06 70 w In kc, . kivJ ciA` j Qta vt.e. at F BLAAo - 6014sd° da4 KO- - t,2 V) P•Qi� o �-�- o 1 k T, I i 4 , I it/ `-i ,.. %.L i 4�• I • I , / idutAA h' c 5 hco l GG `0 d r Af Is 1 � A , den/14,0 W + \ V' A/l vie, irem4,0J02 / 64,,c1 j miLeflui . Plan check date: // 1403 Comments •re•ared b : ' E02-03C File Number E c — Do- Loa �i l�i✓fiJ 4 1S i ✓! t�o� . 11424 P.ttc.QoS4.c aret2. �O�t �► e L Q rc - ; UKVVILA II __ w r✓ 5 a ;1 • t O f . k.�.J Q e+i I ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved 03/14/44 ax...-. • File: L03 -0011 35mm Drawing #2 Z ; • _�. Z 6 00 U) 0.. (/) W± LL1 2; J1, CO LL.: W O g Q• • = d, I-W ZI WW. 'V 0' O N' OH 2 0 Z U- • . 0 2' ~' Z Technical Information Report KFC -Taco Bell Project 15036 International Boulevard Tukwila, Washington 98168 RECEWED FEB 2 1 2003 CO \fMuNrrY DEVELOPMENT Prepared for: Olympic Associates Company 701 Dexter Avenue North Seattle, WA 98109 February 18, 2003 Our Job No. 10750 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT WA 98032 • (425) 251 -6222 • (425) 251 -8782 FAx www.barghausen.com 1.0 PROJECT' OVERVIEW Figure 1 - Technical Information Report (TIR) Worksheet Figure 2 - Site Location Figure 3 - Existing Conditions Map Figure 4 - Proposed Conditions Map 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 3.0 OFF -SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology 4.2 Developed Site Hydrology 4.3 Performance Standards 4.4 Flow Control System 4.5 Water Quality System TABLE OF CONTENTS 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 EROSION AND SEDIMENTATION CONTROL (ESC) ANALYSIS AND DESIGN 9.0 BOND QUANTITIES 10.0 OPERATIONS AND MAINTENANCE MANUAL .... N � xar..+siSJ...+GwJ .i ia.LJUJ.'i+d 10750.001.doc [HPG /tep] z A- z JU . U O U w =° J 1- • u. u O Q: cn • d =w z H- O z 2 uj U � O .� � F- = • a Z . w N Y O � z 1.0 PROJECT OVERVIEW This project proposes the construction of a new Kentucky Fried Chicken (KFC) -Taco Bell facility at 15036 International Boulevard, Tukwila, Washington. The site is currently developed as a Burger King facility constructed in 1978. These existing improvements will be demolished with the construction of the KFC -Taco Bell. This parcel is located in a portion of the Northwest quarter of Section 22, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington. This parcel encompasses Tax Parcel Nos. 004100 -0525 and 004100 -0680. The site is 0.91 acres in size and it is entirely developed. The existing Burger King facility has an impervious surface area coverage of 0.69 acres, or approximately 76.4 percent. The proposal is to demolish the existing improvements, including the building and the associated paving, and dispose it to an acceptable waste site. The existing trees around the perimeter edge are proposed to remain in their existing state. The proposed impervious surface coverage on the site will be approximately 0.75 acres, or 83.2 percent coverage. The site is relatively flat with existing slopes ranging between 1 and 4 percent draining to a storm drainage collection and disposal system. There appears to be an existing old 24- inch - diameter corrugated metal pipe (CMP) /detention facility located along the south property line that is proposed to remain. 10750.001.doc [HPG /tep] NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Address Phone Project Engineer Hal P. Grubb, P.E. Company Barghausen Consulting Engineers, Inc. Address /Phone 18215 — 72nd Avenue South Kent, WA 98032 / (425) 251 -6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivision HPA ❑ Short Subdivision ❑ Grading El Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Tukwila KFC -Taco Bell Location Township 23 North Range 4 East Section 22 Part 4 OTHER REVIEWS AND'PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Shoreline Management ❑ Rockery ❑ Structural Vaults ❑ Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Drainage Basin Green River Part 6 SITE CHARACTERISTICS ❑ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions /Swales ❑ Lake ❑ Steep Slopes ❑ Floodplain ❑ Wetlands ❑ Seeps /Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other 10750.002.doc .:'�'c�'"!q:r+v±.�Rvrearsm y?t�Mn.. �fi 'ttr�r.+sr.+'?3.4��;•'t'tiFB�9t Part 7 SOILS Soil Type Urban ❑ Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS . . Slopes REFERENCE 0 0 0 0 ❑ Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ® Stabilize Exposed Surface ❑ Remove and Restore Temporary ESC Facilities ® Clean and Remove All Silt and Debris ® Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and Open Space Preservation Areas El Other Part 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel ❑ Pipe System ❑ Open Channel ❑ Dry Pond ❑ Wet Pond Brief Description of System Operation Catch basin and pipe system draining to a wet vault prior to discharging from site. Facility Related Site Limitations Reference Facility ❑ Tank ❑ Vault ❑ Energy Dissipater ❑ Wetland ❑ Stream Limitation -2- Erosion Potential Erosive Velocities LIMITATION /SITE CONSTRAINT ❑ Infiltration ❑ Depression ❑ Flow Dispersal ❑ Waiver ❑ Regional Detention fX Method of Analysis Compensation/Mitigation of Eliminated Site Storage I 0750.002.doc • ;Part:11 STRUCTURAL ANALYSIS O Cast in Place Vault O Retaining Wall O Rockery > 4' High O Structural on Steep Slope O Other Part'132'SIGNATURE.OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. o the best of my k • • ge the information provided here is accurate. Signed/Dated -3- Part 12 EASEMENTS/TRACTS o Drainage Easement O Access Easement o Native Growth Protection Easement O Tract O Other t. /6)- 03 1 0750.002.doc NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE_DOCUMENT. z 0 315T- S • • • • '45000.. • 1--al • 267t!Ln 25THs 26TH::AVI' :2 V 7 - F i r S H -'. '2u7s PL AV: 5: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE_ IT IS DUE TO THE QUALITY OF THE DOCUMENT. File: L03 -0011 35mm Drawing #3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2.0 CONDITIONS AND REQUIREMENTS SUMMARY At this time, there are no conditions established on this project other than the typical development standards as required by the City of Tukwila. The SEPA review process may implement requirements above and beyond the typical guidelines for development and, therefore, will be implemented into this report at that time. 10750.001.doc [HPG /tep] .G iur;;.t:.:..'+wi,H::S::,G,.:: z i z , ' 6 � J 0: 00 0) 0 ' w = J WO a ' = W I. Z �.. I- O: z H. • W U N : 0 • W LU. Z U W • Z 'UN. O z 3.0 OFF -SITE ANALYSIS The site is currently developed with a Burger King fast food restaurant that was built in approximately 1978. The site currently encompasses several catch basins and 6- and 8- inch - diameter conveyance pipes that discharge to an existing 24- inch - diameter CMP along the south property line. This pipe appears to be an older detention facility that has a riser pipe at the downstream end near the southwest property corner adjacent to International Boulevard. This discharge pipe, which is a 12- inch - diameter CMP, drains in a southwesterly direction and connects into an existing 12- inch - diameter concrete culvert system along the eastern margin of International Boulevard. From this location, the drainage travels within a tightline system to the south. 10750.001.doc [HPG /tep] t.rridu 1c`....lau• z Z , wY LLI 6 J U U O U U ,. to w W =. J 1— tnu W O g -J = d u..1 =. Z 1— O' Z 1— . U U' O CO, 2 - 1 — U. 1- - O W U — . H 0 z • 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology Since the site is currently developed, the stormwater runoff from the developed portions of the site drain into an existing catch basin and tightline storm drainage system as described earlier. Catch basins along the center and south portion of the property collect the runoff from the building, as well as the pavement areas and discharge the drainage into an existing 24- inch - diameter CMP system along the south property line. There does not appear to be any upstream areas that drain onto the site. The area to the north has a controlled drainage system for an existing development. The area to the east is somewhat lower in elevation. The area along the south margin also has an existing drainage system and is also slightly lower than this site. 4.2 Developed Site Hydrology The proposal for this facility is to demolish all of the existing improvements and install a new building in virtually the same location as the existing building, and then provide new infrastructure for this facility. This will include installing a new catch basin and conveyance system with Type 1 Catch Basins and 12- inch - diameter pipe. The conveyance pipes will be routed to a water quality facility as shown on the design plans. As determined by the City of Tukwila's pre - application notes, detention is not required for this facility because of the existing, developed nature of the site. Water quality, however, is required to be implemented since this does not currently exist. The proposal is to install a wet vault that is sized to meet "basic water quality requirements" as outlined in the 1998 King County, Washington Surface Water Design Manual. The vault, in turn, will discharge directly into the existing 24- inch - diameter CMP system. 4.3 Performance Standards As mentioned, the City of Tukwila has determined that detention is not required for this proposed development. As described above, water quality, meeting the requirements of King County's Storm Drainage Manual, is required for this project. A water quality vault size, to meet the basic water quality requirements, is being proposed on this facility. 4.4 Flow Control System As mentioned above, flow control/detention facilities are not required for this project as outlined in the City of Tukwila's Pre - Application Checklist dated December 5, 2002. 4.5 Water Quality System The water quality system, as mentioned above, will be implemented for this site, including an underground wet vault sized for the basic water quality requirements. 10750.001.doc [HPG /tep] 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The proposed conveyance system on the site is sized in accordance with the 1998 King County Surface Water Design Manual. The pipes will accommodate, at a minimum, the 25 -year recurrent storm event, up to and including the wet vault. Calculations for each of these segments will be included once the design concept has been approved by the City. The calculations involved in sizing the water quality vault are incorporated into this Technical Information Report (TIR). 10750.001.doc [HPG /tep] CL 2 w . JU U O: U 0. W = J[... CO 1L W O g Q d W . Z U O U ' O [-: W W. tj — O: Z :. W = , O ~ Z 1 6.0 SPECIAL REPORTS AND STUDIES At this time there are no special reports and studies to incorporate into this TIR. 10750.001.doc [HPG /tep] Z . Z 're L A I J U U O; W =' J I- fn LL W O J LL Q; • d Z I— O` Z I— U • �� 0 H; W W 2 V I- :. U. Z : p O Z 7.0 OTHER PERMITS The permits that will be required for this project are as follows: • Commercial Building Permit • Site Clearing and Grading Permit • Water Service Connection Permit • Side Sewer Permit • Demolition Permit • City of Tukwila Street Use Permit 10750.001.doc [HPG /tep] Jil. ltr4f tl�. x�fi .:tet"Sii��''+uG.]LtC:;a,;4d L ^: �rvai ".: _, -. d.. 5�.a,J::;..csi :w.x�:.w�v;�wJ.r' � ..+:G,w:w.+•�w�rf::..�:swn.w+.i z ce J U' U O N o cnw w = LL( w 0 LL Q : = d. �-_.. 0 z LJJ U ' 0 F— LU W u. O .z U -. H O z 8.0 EROSION AND SEDIMENTATION CONTROL (ESC) ANALYSIS AND DESIGN Incorporated in the construction set of drawings is a separate plan showing the demolition and erosion control requirements for the contractor to implement during construction. This plan includes the limits of disturbance, as well as general notes about demolition of the existing improvement on -site. The typical erosion control notes and construction details have been included on this plan. 10750.001.doc [HPG /tep] ' x'.AiWGF.t:N:r+L+u : ta'.'adFi;4w:%"Si'4.4achkl Z W 5 _i U UO U 0. U W W H Y2 LL W O. J u_Q U = d ; Z �.. i O Z 1— U • O .. O 0 11.1 Z F= • Z'•. O H: Z • 9.0 BOND QUANTITIES The bond quantities will be included as required by the City of Tukwila after initial review of the construction documents. .y:•::ii.a .:n"s ` S::t . .:M,s.Y.::: a:`s:':;a•.�a.z::Svs:.t.E: :. , .::.::•:-; , :; k�,::: y:: sx :a.,3:.�,:.L,;:`a,e:c:r:�.:.:i 10750.001.doc (HPG /tep] z te w. JU U O! W =' . J (Li O LL -J - O' • I _ . Z f .;• I— O' Z F uj zL 0 5; LL z O ~ z GENERAL ITEMS Unit Quantity Unit Price Subtotals Clear /Remove Brush by hand Acre $1,320.00 Clear /Grub/Tree Removal Acre $6,820.00 Common Excavation • CY $1.30 Trench Excavation CY $3.30 Embankment - Backfill and compact with select material CY $4.00 Trench - Backfill and compact with select material CY $6.30 Borrow - Fill and compact CY $12.30 Gravel Base - Fill and compact CY $17.20 Topsoil - Imported CY $17.60 Grading - Fine with a grader SY $0.80 Grading - Fine by hand SY $1.45 Fence - Cedar, 6' high LF $27.50 Fence - Vinyl coated chain link, 6' high LF $11.00 Fence Gate - Vinyl coated chain link, 20' wide EACH $990.00 Fence - Wildlife passable (NGPE & SAT) LF $5.50 Survey - Monuments EACH $110.00 Survey - Lot lines DAY $693.00 Survey - Line and grade DAY $561.00 Trail - 4" crushed cinder SY $7.15 Trail - 4" crushed surfacing top course SY $6.60 Wall - Gabion, 3' thick, no earthwork SY $106.70 Wall - Retaining, with earthwork SY $23.10 General Subtotal Sales Tax @ 8.6% GENERAL ITEMS TOTAL Approved Nov. 2002 Cs:'.a,I, L*i v+ FV :j'�•.`.S'f: }G a • hf±obit5rizat k itY° ' CITY OF TUKWILA Public Works Department 206 -433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 1 4 TESC Unit Quantity Unit Price Subtotals Fence - Silt (installation and removal) LF $1.40 Fence - Temporary, drip line & NGPE /SAT) LF $1.10 Hydroseeding ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY $0.40 Mulch - Straw, 3" by hand SY $0.55 Mulch - Straw, 2" by machine ACRE $2,200.00 $0.00 Fabric - Geotextile SY $1.65 Catch Basin Protection - Insert EACH $33.00 Catch Basin Protection - Geotextile a& rock EACH $22.00 Outfall - Silt trap or pond overflow EACH $660.00 Interceptor dike /swale LF $1.00 Hay bale silt trap EACH $55.00 Brush Barrier LF $0.30 Stabilized construction entrance - 15' by 50' EACH $1,155.00 Stabilized construction entrance - 15' by 100' EACH $1,980.00 Pipe slope drains LF $2.20 Level spreader LF $1.65 Silt Trap EACH $550.00 Silt Pond EACH $1,650.00 TESC Subtotal Sales Tax @ 8.6% TESC TOTAL Approved Nov. 2002 2 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY ROAD & PARKING IMPROVEMENTS Unit Quantity Unit Price Subtotals AC Grinding - 4' machine SY $7.70 AC Removal /Disposal /Repair SY $88.00 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF $2.20 Curb & Gutter - Vertical LF $7.70 Curb & Gutter- Demolish /Dispose LF $11.33 Sidewalk - Concrete - Demolish /Dispose SY $24.75 Sawcut - Asphalt, 3" deep LF $1.43 Sawcut - Concrete, per 1" depth over 3" LF $1.21 Sealant - Asphalt LF $0.77 Shoulder - CSTC TONS $16.50 Sidewalk - Concrete, 4" thick with 4" CSTC SY $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY $26.40 Striping - 4" reflectorized LF $0.28 Striping - per parking stall EA $3.00 Thickened asphalt edge LF $5.17 Pavement Markings - Channelization arrows EACH $82.50 Signs - Traffic channelization EACH $55.00 Overlay - Asphalt concrete - (2.05 tons /CY) TONS $44.00 Pavement - Asphalt concrete, <300 tons (2.05 tons /CY) TONS $41.80 Pavement - Asphalt concrete, >300 tons SY $35.20 Asphalt treated base (ATB) - (2.05 tons /CY) TONS $38.50 CSTC - (1.85 tons /CY) TONS $16.50 CSBC - (1.85 tons /CY) TONS $16.50 Gravel base (1.85 tons /CY) TONS $9.90 Geotextile fabric - Structural $1.65 Guard rail LF $22.00 $0.00 Pavement markings - Raised, Type 1 EACH $3.30 Arrows - Thermoplastic EACH $82.50 Lane marking - Thermoplastic LF $3.30 Sign - Stop 30 "x30 ", VIP grad EACH $82.50 Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH $38.50 Median - Non - traversible, C curbing EACH $5.50 Barricade - Type III LF $33.00 Traffic signal - Fully actuated (includes design) EACH $220,000.00 Street Iight - City -owned EACH $5,500.00 Road & Parking Subtotal Sales Tax @ 8.6% ROAD & PARKING TOTAL CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 3 DRAINAGE SYSTEM Unit Quantity Unit Price Subtotals Inlet/Yard Drain Each $385.00 Catch Basin -Type I Each $935.00 Catch Basin -Type 2, 48" Each $1,430.00 Add for depth over 4' per foot Feet $352.00 Catch Basin - Type 2, 54" Each $1,595.00 Add for depth over 4' per foot Feet $407.00 Catch Basin - Type 2, 60" Each $1,760.00 Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2, 72" Each $2,420.00 Add for depth over 4' per foot Feet $572.00 Cleanout, PVC, 4" dia. Each $94.60 Cleanout, PVC, 6" dia. Each $126.50 Cleanout, PVC, 8" dia. Each $156.20 Drain pipe, PVC, 4" LF $4.95 Drain pipe, PVC, 6" IF $7.15 Drain pipe, PVC, 8" LF $8.80 Storm pipe, Concrete, 8" LF $16.50 Storm pipe, Concrete, 12" LF $19.80 Storm pipe, PVC, 8" LF $8.80 Storm pipe, PVC, 12" LF $16.50 Storm pipe, PVC, 15" LF $20.90 Storm pipe, PVC, 18" LF $25.30 Storm pipe, PVC, 24" LF $33.00 Storm pipe, CMP, 8" IF $11.00 Storm pipe, CMP, 12" LF $16.50 Storm pipe, CMP, 15" LF $20.90 Storm pipe, CMP, 18" LF $24.20 Storm pipe, CMP, 24" LF $33.00 Storm pipe, CMP, 30" LF $42.90 Storm pipe, CMP, 36" LF $71.50 Storm pipe, CMP, 42" LF $88.00 Storm pipe, CMP, 48" LF $93.50 Storm pipe, CMP, 60" LF $137.50 Storm pipe, RCP, 15" LF $25.30 Storm pipe, RCP, 18" LF $30.80 Storm pipe, RCP, 24" LF $44.00 Storm pipe, RCP, 30" LF $71.50 Storm pipe, RCP, 36" LF $93.50 Storm pipe, RCP, 42" LF $115.50 Storm pipe, RCP, 48" LF $126.50 Storm pipe, RCP, 60" LF $181.50 Pond Overflow Spillway SY $8.80 Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 4 �dM. %1Y�'%�aC NI�A'•r!�I.vn�G['m„e..n V. H'••.He V.C,.Rp.+».R��+f'x +w i+N.•r+.. z = z � W 6 O 0 0 c U) !? W J H U) LL W U O 9 - O F-WW • 0 • O cn .• Z W O ~ Z Restrictor - OWS, 12" Each $880.00 Restrictor - OWS, 15" Each $990.00 Restrictor - OWS, 18" Each $1,155.00 Restrictor - OWS, 24" Each $1,430.00 Trash rack, 15" Each $203.50 Trash rack, 18" Each $231.00 Trash rack, 21" Each $264.00 Trash rack, 24" Each $330.00 Riprap, Light, Loose Tons $66.00 Quarry Spalls, 4" to 8" Tons $49.50 Trench - Infiltration, per 100 feet Feet Perforated stub -out system Each Trench - Flow dispersal, per 100 feet Feet Sign - Stormwater Facility Each $330.00 Drainage System Subtotal State Sales Tax DRAINAGE SYSTEM TOTAL r A DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 5 - �- }- �i�.- +.fuw�cir: "j:L::•.y= "��.`'lu��tLi'%p: 1 WATER SYSTEM Unit Quantity Unit Price Subtotals Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LF Water Main - Ductile iron, CL 52, 12" LF Gate Valve, 6" EACH Gate Valve, 8" EACH Gate Valve, 10" EACH Gate Valve, 12" EACH Fire Hydrant Assembly, With guard posts EACH $1,200.00 Fire Hydrant Assembly, Without guard posts EACH $950.00 Air -Vac, 8" EACH Air -Vac, 10" EACH Air -Vac, 12" EACH PRVA, 8" EACH PRVA, 10" EACH PRVA, 12" EACH Water System Subtotal Sales Tax @ 8.6% WATER SYSTEM TOTAL r DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 6 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 7 • z�� SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF $5.50 SSS, PVC 6" LF $8.25 SSS, PVC 8" LF $11.00 Sewer pipe, PVC, 8" LF $27.50 Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, " LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot FEET $352.00 Manhole, 54" EACH $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Sewer System Subtotal Sales Tax @ 8.6% SEWER SYSTEM TOTAL DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 7 • z�� DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 3. ROAD AND PARKING IMPROVEMENTS 4. DRAINAGE SYSTEM 5. WATER SYSTEM 6. SEWER SYSTEM GRAND TOTAL 150% Bond Quantity = (1.5)(GRAND TOTAL) The quantities above were calculated by: Printed Name: Signature: PE License Number: Firm Name and Address: Date: Telephone Number: Fax Number: E -mail : 8 z _1- w a: J 00 co o • LLI J w • � g Q is �.w z 1- z I- w w U� o S . o t-- w w H U ' u_ 5 z U OH z 10.0 OPERATIONS AND MAINTENANCE MANUAL Enclosed are the typical operation and maintenance manual requirements needed for the proposed facilities on -site. This includes maintenance standards for the underground storm drainage conveyance system and the water quality vault. 10750.001.doc [HPG /tep] .Ga,1.v:;u>4.u...4A.1 4444:.A4,..: +.14.:tifwsisiG Maintenance Component Storage Area Manhole Catch Basins APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Defect Plugged Air Vents Debris and Sediment Joints Between Tank/Pipe Section Tank Pipe Bent Out of Shape Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe 1998 Surface Water Design Manual Conditions When Maintenance is Needed One -half of the cross section of a vent is blocked at any point with debris and sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for length of storage vault or any point depth exceeds 15% of diameter. Example: 72 -inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than Y2 length of tank. Any crack allowing material to be transported into facility Any part of tank/pipe is bent out of shape more than 10% of its design shape Cover is missing or only partially in place. Any open manhole requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 14 inch of thread (may not apply to self - locking lids.) One maintenance person cannot remove lid after applying 80lbs of lift. Intent is to keep cover from sealing off access to maintenance. King County Safety Office and/or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. See "Catch Basins" Standards No. 5 A - 3 Results Expected When Maintenance is Performed Vents free of debris and sediment All sediment and debris removed from storage area. All joint between tank /pipe sections are sealed Tank/ pipe repaired or replaced to design. Manhole is closed. Mechanism opens with proper tools. Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards allows maintenance person safe access. See "Catch Basins" Standards No. 5 9 /i 19R ... APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Component General Cleanout Gate Orifice Plate Overflow Pipe Manhole Catch Basin 9/1/98 NO.4 - CONTROL STRUCTURE/FLOW RESTRICTOR Defect Trash and Debris (Includes Sediment) Structural Damage Damaged or Missing Damaged or Missing Obstructions Obstructions Condition When Maintenance is Needed Distance between debris build -up and bottom of orifice plate is less than 1 -1/2 feet Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 lbs of up or down pressure. Structure is not in upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust. Any holes -other than designed holes -in the structure. Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maintenance person. Chain leading to gate is missing or damaged. Gate is rusted over 50% of its surface area. Control device is not working properly due to missing, out of place, or bent orifice plate. Any trash, debris, sediment, or vegetation blocking the plate. Any trash or debris blocking (or having the potential of blocking) the overflow pipe. See "Closed Detention Systems" Standards No. 3 See "Catch Basins" Standards No. 5 A Results Expected When Maintenance is Performed All trash and debris removed. Structure securely attached to wall and outlet pipe. Structure in correct position. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and works as designed. Gate moves up and down easily and is watertight. Chain is in place and works as designed. Gate is repaired or replaced to meet design standards.. Plate is in place and works as designed. Plate is free of all obstructions and works as designed. Pipe is free of all obstructions and works as designed. See "Closed Detention Systems' Standards No. 3 See 'Catch Basins" Standards No. 5 1998 Surface WaterDesign Manual Z Z re 6 00 N O CO W J = H (0 W W 2 I W Z l- O Z W 2 p U O - O I- W W H 0 .. W 0 H = O H Z Maintenance Component General NO.5 - CATCH BASINS Defect Trash & Debris (Includes Sediment) Cracks in Basin Walls/ Bottom Sediment/ Misalignment 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Conditions When Maintenance is Needed Trash or debris of more than 1/2 cubic foot which is located Immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. • Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 Inches out of alignment. A - 5 Results Expected When Maintenance is performed No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Component Catch Basin Cover Cover Not in Place' Ladder • Metal Grates (If Applicable) Maintenance Components General Metal 9/1/98 NO.5 - CATCH BASINS (CONTINUED) Defect Fire Hazard Vegetation Pollution Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Damaged or Missing. Defect Conditions When Maintenance is Needed Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. NO.6 DEBRIS BARRIERS (E.G., TRASH RACKS) Condition When Maintenance is Needed Trash and Debris Trash or debris that is plugging more than 20% of the openings in the barrier. Damaged/ Missing Bars. Bars are bent out of shape more than 3 inches. Bars are missing or entire barrier missing. Bars are loose and rust is causing 50% deterioration to any part of barrier. A -6 Results Expected When Maintenance is performed No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. Results Expected When Maintenance is Performed. Barrier clear to receive capacity flow. Bars in place with no bends more than 3/4 inch. Bars in place according to design. Repair or replace barrier to design standards. 1998 Surface Water Design Manual - ....e•: Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Maintenance Component General Trees and Shrubs APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). Defect Weeds (Nonpoisonous) Safety Hazard Trash or Litter Damaged = 1998 Surface Water Design Manual Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 NO. 11 - GROUNDS (LANDSCAPING) Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. A -9 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 13 - WATER QUALITY FACILITIES (CONTINUE) D.) Wetvaults Maintenance Defect Component Wetvault Trash/ Debris Accumulation Sediment Accumulation in Vault Damaged Pipes Access Cover Damaged/ Not Working Vault Structure Damaged Baffles 1998 Surface•WatenDesign Manual Condition When Maintenance is Needed Trash and debris accumulated In vault, pipe or inlet/ outlet, (includes floatables and non- floatables). Sediment accumulation in vault bottom that exceeds the depth of the sediment zone plus 6- inches. inlet/ outlet piping damaged or broken and in need of repair. Cover cannot be opened or removed, especially by one person. Vault: Cracks wider than 1/2 -inch and any evidence of soil particles entering the structure through the cracks, or maintenance/ inspection personnel determines that the vault is not structurally sound. Baffles corroding, cracking, warping and/ or showing signs of failure as determined by maintenance! inspection staff. Access Ladder Damage Ladder is corroded or deteriorated, not functioning ' properly, missing rungs, has cracks and/ or misaligned. A -13 Results Expected When Maintenance is Performed Trash and debris removed from vault. Removal of sediment from vault. Pipe repaired and/ or replaced. Pipe repaired or replaced to proper working specifications. No cracks wider than 1 /4-inch at the joint of the inlet/ outlet pipe. Vault is determined to be structurally sound. Repair or replace baffles to specifications. Ladder replaced or repaired to specifications, and is safe to use as determined by inspection personnel. uatu iiss3tl k1", 9 /1 /P1,. -, APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 14 - OIL CONTROL FACILITIES (CONTINUED) A.) OW Water Separators (Continued) Maintenance Defect Condition When Maintenance is Needed r " Component Catch Basin Damaged Coalescing Plate media broken, deformed, cracked and/ or Plates showing signs of failure. Damaged Pipes Baffles Vault Structure Damage- Includes Cracks in Walls, Bottom, Damage to Frame and/ or Top Slab Access Ladder Damaged B.) Catch Basin Inserts ^. Maintenance Defect Component Sediment Accumulation Trash and Debris Accumulation Inspection Media Insert-Water Saturated Media Insert-Oil Saturated General • 1998 Surface Water Design Manual . Inlet or outlet piping damaged or broken and in need of repair. Baffles corroding, cracking, warping and/ or showing signs of failure as determined by maintenance/ inspection person. Cracks wider than 1/2 -inch and any evidence of soil particles entering the structure through the cracks, or maintenance inspection personnel determines that the vault is not structurally sound. Ladder is corroded or deteriorated, not functioning properly, missing rungs, cracks, and misaligned. Cracks wider than 1/2 -inch at the joint of any inlet/ outlet pipe or any evidence of soil particles entering the vault through the walls. Conditions When Maintenance is Needed When sediment forms a cap over the insert media of the insert and/ or unit. Trash and debris accumulates on insert unit creating a blockage/ restriction. Inspection of media insert is required. Catch basin insert is saturated with water, which no longer has the capacity to absorb. Media oil saturated due to petroleum spill that drains into catch basin. Regular interval replacement due to typical average life of media insert product. A - 21 Results Expected When Maintenance is Performed Replace that portion of media pack or entire plate pack depending on severity of failure. Pipe repaired and or replaced. Repair or replace baffles to specifications. Vault replaced or repaired to design specifications. Ladder replaced or repaired and meets specifications, and is safe to use as determined by inspection personnel. No cracks more than 1/4 -inch • wide at the joint of the inlet/ outlet pipe. Results Expected When Maintenance is Performed No sediment cap on the insert media and it's unit. Trash and debris removed from insert unit. Runoff freely flows into catch basin. Effluent water from media insert is free of oils and has no visible sheen. Remove and replace media insert Remove and replace media insert. Remove and replace media at regular intervals, depending on insert product. 9/1/98 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us RECEIVED FEB 21 2003 COMMUNITY DE'JEL OP E'±T DESIGN REVIEW APP LICATION NAME OF PROJECT/DEVELOPMENT: C �GCrj Belf Tc >�i 114 /Yd LOCATION OF PROJECT /DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. VewiM *OW frit4 pnrc/ # / szsS Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: Phone: Signature: �N° 6l�e �r lO�j C:\ homepage\ tukwda\dcd \apps\ BAR2.DOC. 08/17/00 FAX: 2r. 2bS 1'571 Date: 2 •!2 •tfj FOR STAFF USE ONLY Sierra Type P -BAR Planner: File Number: L_ 0 3 — 0 t \ Application Complete (Date: ) Project File Number: 'TPL% Oa, d 3(p Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us RECEIVED FEB 21 2003 COMMUNITY DE'JEL OP E'±T DESIGN REVIEW APP LICATION NAME OF PROJECT/DEVELOPMENT: C �GCrj Belf Tc >�i 114 /Yd LOCATION OF PROJECT /DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. VewiM *OW frit4 pnrc/ # / szsS Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: Phone: Signature: �N° 6l�e �r lO�j C:\ homepage\ tukwda\dcd \apps\ BAR2.DOC. 08/17/00 FAX: 2r. 2bS 1'571 Date: 2 •!2 •tfj STATE OF WASHINGTON RECEWED FEB 21 2003 COMMUNITY DEVELOPMENT CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(at..ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY 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 t plo ees, a ents, engineers contractors or other representatives the right to enter upon Owner's real property, located at / a its em TUKan/ t / tiv n fc na7 O)Zs%l /a /vd 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. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. 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 a f (��� (city), _(state), on ago I s F. 0,_5 / 4 r) E 0 residing at My Commission expires on (Print Name) /34/o 5 L5 I r l (Sign re) (/�n�J , On this day personally appeared before me t- 0 ` r5 F a s, V Y IC/ to me known to be the individual who executed the foregoing instrument and acknowledged th h she signed the same /her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE M •� i.IS t DAY OF r e I _3 � i l , �lNv (XJ /�'A���_�•'�,lrrJ I.� t "..<<; ,tll y■ 11 • f •(..) \ ! " I 0 V r ,l t)` c : ' �c? • Z 2 I— iF- W Ce JU 0 C . W I J W O 2 L ?. 'I a = W Z �. I— O Z I W us n p . U O - O � W • o LL- O Z W Z r 01 V M P ! ( ASSOC AICCS (F)MPA RECEIVED FEB 21 2003 COMMUNITY DEVELOPMENT PROJECT CONSISTENCY WITH DECISION CRITERIA KFC Taco Bell Tukwila International Boulevard CRITERIA FOR BAR REVIEW OF DEVELOPMENTS IN THE TUKWILA INTERNATIONAL BOULEVARD CORRIDOR 1. Site Design a. Site Design Concept The site is laid out to provide a straightforward relationship of the building to parking areas, driveways, and drive through customers that would be typically encountered at a restaurant of this type. Attention is also given for prominence of pedestrian access from the adjacent sidewalk to be constructed along Tukwila International Boulevard (T.I.B.) as well as a proposed mid -block crosswalk in front of the building. Landscaping is designed to complement the upgrades to T.I.B., as well as to frame /screen the parking areas, and enhance the existing perimeter landscaping — particularly along the east edge of the site adjacent to an existing apartment complex. b. Relationship to Street Front The front entrance to the restaurant faces T.I.B and connects to the sidewalk frontage with a raised 12' wide concrete walkway that also aligns with the proposed pedestrian mid -block crosswalk. No parking is provided between the front of the building and the pedestrian street access. c. Street Corners Not applicable to this project. d. Continuity of Site with Adjacent Sites The building size, massing, scale, and setback are similar to the Wendy's restaurant to the north of this site. We anticipate that other commercial properties adjacent to the site will be redeveloped, and will more closely conform to the TIB design guidelines than the ones that currently exist. e. Shared facilities The site has perimeter landscaping that ties into landscaping on adjacent properties, an easement across property to the south allows for a shared driveway access from S. 152" d street. z Q'- = Z c 2 0 U) o fA W ' J H CD u- w o 2 u-? a = w Z t— O Z !- w ui U0 O - O I- w W tL w z U = O ~ Z KFC Waco Bell Tukwila International Boulevard f. Site Design for Safety The pedestrian connection to T.1.B. is designed to be more prominent than a one -way return driveway from the drive through lane, by interrupting this driveway and creating a natural "speed bump" or control of traffic. The front entry is framed by decorative bollards at each side of the walkway, which also enhances pedestrian safety by providing a barrier from vehicular traffic. Internal directional signage will clarify direction of traffic utilizing the drive through as well as returning to TiB or S. 152" street. Circulation of traffic on site is laid out to provide for separation of vehicles waiting in line at the drive through lane from customers parking and walking into the restaurant. Vehicular access to and from T.I.B. is right turn into and out of the site only, eliminating left turning traffic. The building design allows for observation of the front entry access and parking along the side from the dining room and front counter. The drive through window will allow for monitoring of the north side of the property and customers placing orders from their vehicles. Exterior lighting is located to provide for uniform lighting of the driveways and parking areas, as well as uniform lighting of the building exterior and entrances. The lighting design is controlled to avoid glare or spillage onto adjacent properties or the street frontage. Landscaping is located and selected so as to enhance the overall site and building design, without creating barriers that may become a safety concern or visual screen of critical areas. g. Siting and Screening of Service Areas The trash dumpster and recycling are located at the rear of the building within an enclosure that is integrated with the building design, this will not be readily visible or apparent from the frontage or street. Truck loading is also at the rear behind the building. Service vehicles are scheduled during low traffic times and when the restaurant is closed to avoid interruption of customers. 1i. Natural Features and Sensitive Areas Existing trees are retained, where feasible, and integrated into the site design. i. Surface Stormwater Detention Facilities Site drainage and water quality are designed in accordance with county requirements. j. Pedestrian Circulation Raised concrete sidewalks are provided to link all building entrances as well as provide a connection to T.I.B. as described above. This also provides for a direct pedestrian link to an adjacent transit stop at the southwest corner of the property. k. Pedestrian Amenities Refer to previous responses regarding connection and walkway from T.1.B. 1. Vehicular Circulation Site is laid out to provide an efficient circulation pattern and provide the required number of parking spaces as well as to separate pedestrian from vehicular traffic as noted above. Site is also designed to allow for drive through customer traffic to stack along the north edge of the site, separated from the parking lot areas and traffic. Page 2 of 4 m. Parking KFC Taco Bell Tukwila International Boulevard Parking is provided in accordance with municipal code requirements, no provisions for shared or reduced parking requirements with this type of use. 2. Building Design a. Architectural Concepts Building is designed to enhance the entrances and emphasize the "multi- brand" concept of a single building containing two distinct restaurant types through the use of tower elements, variation in cornice elevation, and accent colors. These are integrated into an overall design that utilizes a straightforward building layout and circulation pattern. b. Architectural Relationships The building design is complementary and sensitive in terms of style, character, scale, and color to the adjacent Wendy's restaurant next door to the north. Other adjacent properties do not appear to be applicable in terms of having a design character to relate to, and will likely be redeveloped or upgraded in the future to more closely follow the TIB design criteria. c. Building Elements, Details, and Materials Tower -like elements are employed at the front entrance and most prominent corner of the building as well as at the side entrance from the parking lot. Projecting cornices and accent bands help to define the scale of the building and reduce overall mass through the use of shadow lines and variation in color. Canopies also define a more pedestrian oriented scale and character. Indirect lighting is integrated into a mid height horizontal band as well as into the canopies. This allows for a uniformly lit exterior, while the illuminated canopies provide a more welcoming and secure feeling entrance and also help to relate illuminated building signage with the overall design. d. Pedestrian - Oriented Features Scale of entrances through the use of horizontal banding and canopies as noted above provide a pedestrian scale to the building, canopies will also provide weather protection at entrances and front sidewalk areas. Use of tower elements, color, and variation in building form also help to enhance and provide interest to entrances. e. Mechanical Equipment Building parapets will conceal rooftop mechanical units from view from onsite as well as from T.I.B. or neighboring properties. Electrical and gas utilities are located at the rear of the building and are screened from direct view. 3. Landscape Design Landscape design is in accordance with city code requirements, and enhances the site layout, entrances, and parking, as well as integrating existing trees and landscaping into the design where feasible. Attention is given to the street frontage improvements along T.I.B. as well as creating an appealing pedestrian environment. Plant types and specifications are to provide for hardy low maintenance Page 3 of 4 landscaping that is native to the Pacific Northwest, and fares well in this environment. A significantly larger interior parking lot landscaped area is proposed than is required by code. 4. Signs Building signage quantity and sizes are proposed in accordance with city code requirements. Building signage is integrated into and framed by the tower elements and further enhance the building entries. Signage is sized and located to accommodate pedestrian as well as vehicular traffic. Directional signage is proposed on site to clarify traffic flow and direction from the drive through lane, exiting onto T.I.B., and to clarify access back onto S. I 52n Street. Directional signage will be incorporated into the landscaped elements and sized to provide for necessary visibility while minimizing the impact on the surroundings. Building signage will be acrylic -faced internally illuminated signs; that will coordinate with and be complementary to the lighting provided on the building exterior and canopies. Signage colors are integrated and matched with accent colors and architectural details on the building. 5. Consistency With Adopted Plans and Regulations We feel that the proposed KFC Taco Bell restaurant meets the applicable criteria of the Tukwila International Boulevard Design Manual, as well as relevant sections of the City of Tukwila Municipal Code. We believe that this project will be an enhancement to the area, will establish a precedent for future improvements to adjacent facilities, and represents a higher standard in terms of design, character, and appearance for projects of this type. Comprehensive Plan Policies Related to Design Review A. All Commercial Areas This project is designed to provide for a clear and efficient flow of traffic from T.I.B. as well as on site, with consideration for control and separation of pedestrian and vehicular traffic. Site layout provides for security by avoiding dead end or "blind" areas and to allow for monitoring (where possible) of site areas from within the dining area, drive through window, and front counter. Parking is provided as required by municipal code, and lighting is designed to comply with code requirements as well as to provide security. A perimeter landscaped buffer is provided and includes a code required buffer along the east side of the property adjacent to an apartment complex. D. Transportation Corridors As noted above, the project provides a pedestrian walkway that connects the front entrance to a new sidewalk along T.I.B. as well as to a new mid -block crosswalk. This also provides a direct and readily identifiable access from the new transit stop at the southwest corner of the site. Canopies are provided along the front and south side (above the sidewalk along the building), to provide weather protection for pedestrians. The dining area at the front of the restaurant provides ample glazing on three sides of the building allow for views into and out of the building. Front and side facades have a varied cornice height and provide for tower -like elements at entrances and corners. Raised sidewalks are provided to allow for pedestrian access from T.I.B., as well as the parking areas next to and behind the building. Interior landscaped planters are provided within the parking area, typically at the ends of parking sections, at a total area approximately 40% higher than required by code. Trash and recycling areas are screened to tie in with the building design and located to minimize visibility. Rooftop mechanical units are concealed by high parapets. Parking is located to the side and rear of the building, with the building pulled out and oriented towards the street. Page 4 of 4 KFC i aco Bell Tukwila International Boulevard PART A: (To be completed by applicant) Site Address (Attach map and_Legal Description showing hydrant location and size of main): "2�- ..'�e';. ".• ,. o (o I Lt_ a ivy k- vi/ t r �n• ._ \T;: Si' ::.i" •rh :. ,l. %4 \t ‘607.4. ; `li et]:.� :f:�y ;�; } �. y ,. ; . 3 � .. FO � l to ar,'i iitione � . t � '. v t�;S, '�ari�, •. t ,, , 8i 0 S u �E }:. i:Y� .�y,.3.tv..' �'t. .n..�,.... K ,. 6 a P f �_ 1 k ,,� x...,�. .. G1�L_d �' SO[.1....�(Y } �� u"f:.,:. <t` r a,.4,� � Name: ii a..V- f Vt4 -1 Mzu t.t, rj i- ez r'IO Name: J ''c—c'1 IV1 0 ✓JCt ' \ Based upon the improvements listed above, water can be provided and will be available at the site with a flow of O cZ gpm at 20 psi residual for a duration of 2 hours at a velocity of 9 fps as documented by the Address: 33 I D 9 (' 4- •S Address: 701 OeX e_r A11 Ai 3) I Agen hone dbto- o -15'-n By Date Phone: Z; -- 5134 1 (a 1 Phone: ZU(o ,; q 30 0 This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): ne gent Signature: l�l�� Date: 1 , 3 --114-/6 3 yb--)/K z-- PART. B: To be . completed by water utility. district) The proposed project is located within 1— Cd—A4. .i lq k-t. vui (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of O cZ gpm at 20 psi residual for a duration of 2 hours at a velocity of 9 fps as documented by the atfached calculations. I hereby certify that the above information is true and correct. e tAit WaterO i k.* tas R �.,c,,, Q o d — / 9 -- 0 3 Water Agen hone dbto- o -15'-n By Date CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H11a Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date z ~ w 00 0 W z J � w • 0 2 � = • d w . z = z0 III D • O 0 O — O 1— I �-- - wN U = 0 z LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5, 6, 27, 28, AND 29, BLOCK 4, FIRST ADDRION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH UNE OF SAID LOT 5; THENCE SOUTH 87 09' 25" EAST, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28" WEST, ALONG THE EAST UNE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 82' 09' 25" WEST, 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 06' 38" EAST, ALONG SAID EASTERLY MARGIN, 165.00 TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SCALE: 1\1.1 00 TH VICINITY MAP n ° 4.00 • PARK i' 8 C1. CP 151ST STY I ST (J ., 146TH i z . = z 6 00 U) W J H W _ V W Z � ZI- 1.11 w U 0 I- W W H U. 3 w z I— ° 1— z Part A: (To Be Completed by Applicant) Purpos kof Certificate: Building Permit Q Preliminary Plat Q PUD LI other _ ._- ❑ Short Subdivision LI Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family,.'Commerclal 0 Other Applicenls N a m e : ? j k p e z i . Hi t .loc3u. Phone: 10(9 • 2 i 5 , 4 5 0 0 Property Address o Approximate Location: Tax Lot Num e : 1411P ^ /1/ 5 ~ I t I IOW 14 .1•r-I- .rvAi'i cxtAL { trr, 0g4too -a 525 - Legal Description(Attech Map and Legal Description if necessary): kr A, • Part (To Be Completed by Sevvar Agency) . B: 1. Li { a, Sewer , S� n+lee will be provided by side sewer connection only to an existing 6 size sewer ( .-fleet frorrrthe site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: 0 (1) feet of sewer trunk or lateral to reach the site; end /or 0 (2) the construction of a collection system on the site; and/or Ci (3) other (describe): 2. (Must be completed If 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment, 3. la. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR 0 b. Annexation or 8Rt3 approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 70 Copp kK a. District Connection Charges due prior to connection: V GFC: $ SFC: $ UNIT: $ TOTAL: $ ... . .. (Subject to Change on January let) King County/METRO Capacity Charge: Currently, $1764,54iresldentlai equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Require c. Other: - r r-7 -e r _s at,{A. r..A.j i !l re __(24,1„_4_,_____ 1 02/19/2003 11:58 VAL VUE ,JER DISTRICT 4 2854371 - tV4 ?Kith? e0 fl 13. !i %'rt1 ( f141.44,`t"i' By 4 Certificate of Sewer Availability w (� :T(T; S' 9 t'.'�?�tf�F NO.570 D01 14818 Military Road South ,- � P.O. Box 89550 EI ' D Tukwila, WA 98168 Phone: {2a8) 242 -3236 FEB 2.1 2003 Fax: (206) 242.1527 GOIVIrviUNITV DEVELOPMENiT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY. OR ❑ Certificate of Sewer Non - Availability i hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the dgte_gf- sianatjrre, Title Date z w or 00 fn W J I--' U) u W 0 LLQ I F_ w Z = 1—o Z ~ 0 0— 0 r— W F- ..z w U= o z Pre- Applieation:File:.No::. PRE02 036 MeetingDate;and,Timev . 12- 05-02 3:30 pm k 1st 'draplanlisi.doc 11/22/2002 gt CITY OF IUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 5. Maximum Building Height: 3 STD e S L^/ 3 5 .E 6. Minimum parking stalls required: 15174". 7. No more than 30% of required parking stalls are permitted, although no wheel stops prior Pre Application Checklist 2. Obtain the following land use permits /approvals: Binding Site Plan Improvement Plan Boundary Line Adjustment/Lot Consolidation Comprehensive Plan Amendment Conditional Use Permit Design Review Environmental (SEPA) Planned Mixed Use Development Planned Residential Development Rezone Project Name: Site Address: Taco Bell /KFC Other: 50 I P Handicap stalls required: 15036.Tukwila International BI The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) p .i' , , ,rely- sue+ •-4� et.t.C4A wu.) +1) 140;Iti . mac.. US Shoreline Management Permit Tree Permit Short Subdivision Sign(s) Subdivision Unclassified Use Variance Akev ?cam r. located in sensitive area? ❑ Yes L No 3. Zoning designation: R f.W 4 . 1 '-lvo- "t Site - - fl C, lg,2o 4. Minimum setback requirements: Front: 20 Second Front: Side: to Rear: 10 Height exception area? ❑ Yes M No may be compact. No landscape overhangs into compact stal to hitting the curb will be required. 8. Minimum landscaping required: Front: 10 Second Front: / Side: Rear: 10 cuNa,t614 z wumr - rte -1 V1) 6 P ru01.de)Lf C, 9. Minimum interior parking lot requirements: 15 I ttoAcap tvi • v IQ, • st2�-c� pioLL m a„ 'tom (2rk( sca ' I M Ge t ti v^v f a � hit>~f' . S1 (vto /6 IltrufSGlc�Jp, -5!� 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape area require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations an construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review ma'. require re- application for design review approval. Checklist prepared by (staff): � �� ""'I/ Date: I /1310 y-4. 1 3. stt. au,a.autA, TO: j or DATE: if 0.2.1 03 FROM: CbarLita, 6 PENIC6 TITLE: COMPANY: OLYMPI AS50clafe5 CO. TITLE: beottoptY) &fa DEPARTMENT: DIVISION. TOTAL NUMBER OF PAGES TRANSMMED, INCLUDING THIS COVER SHEET: 01, SENT BY (INITIALS): FAX NO. CALLED. 06 0 - 4 3 7 / SUBJECT: Taw 'Belt. FC c 15056 Tukwila In+e# PRE020363 COMMENTS/MESSAGE: aboA,Le_esi is Fat: r - s ho-fe vt-t-calqi r I Sat I 1<, PC -pyI9 0.+a, i wkfiecve4t-i-eAA:es TIALL.01 larEerna71-0tAxa_ 'at c i OF TUKWILA - PlaIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 • .tool0C000000~4:46VMON.W0:140X.30.7004.V.XJ4N.:S.N.X.N.:•%•:,..3.4.::%4X:IX eAl Ce./ 0 ,A,r Noue,o-vber IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: , 4• • 4 , TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433-0179 o9/18/92 '.LN3WfOOa 3Hl AO JIJITdfO 3H.1.01 SI 11301.1.0N SIHl WYK NV310 ssai SI 3IN`d21d SIN' NI 1N31/11f1000 3Hl 31 :B0IjON Fair -share Estimate for Taco BeII /KFC Construction Costs Unit Mobilization *Percent Contractor supplied Surveying and Stakin *Percent Traffic Control Labor *Percent Sawcutting LF Construction Geotextile for Asphalt Paving SY Crushed Surfacing Top Course Ton ATB ACP Class A ACP Class A 2" Overlay Cement Conc. Barrier Curb and Gutter Cement Concrete Sidewalk Precast Cement Concrete Maxi - Pavers Cement Concrete Driveway 3 -day Curb Ramp CB Type 1 12" Storm Pipe Video Inspection Illumination System Electrical Undergrounding Subtotal Construction Construction Engineering Design /Study Engineering Total Ton Ton Ton LF SY SY SY Each Each LF LF *Percent *Percent *Percent *Percent Unit Price Quantity Cost 446,975.00 0.0099 4425.0525 *Based on $67,405/Total TIB Project Cost 65,000.00 0.0099 643.5 *Based on $67,405/Total TIB Project Cost 350,000.00 0.0099 3465 *Based on $67,405/Total TIB Project Cost 1.90 11.00 14.50 46.83 46.83 37.00 10.50 19.15 139.00 34.00 375.00 700.00 21.58 1.50 500,448.00 1,945,600.00 165 313.5 55 605 43.8 635.1 25 1170.75 32 1498.56 59.8 2212.6 110 1155 146.66 2808.539 3.55 493.45 73.3 2492.2 1 375 1 700 165 3560.7 165 247.5 0.0166 8307.4368 *Based on 165'/Total TIB frontage 0.0166 32296.96 *Based on 165'/Total TIB frontage $67,405.85 773,000.00 0.0098 7,575.40 *Based on $67,405.85/Total TIB Project Cost 870,000.00 0.0098 8,526.00 *Based on $67,405.85/Total TIB Project Cost $83,507.25 pREO2 030 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: December 13, 2002 APPLICANT: Olympic Associates Company for Kentucky Fried Chicken and Taco Bell RE: PRE02 -036 ADDRESS: 15036 Tukwila International Blvd. The following additional comments are provided based on questions from the December 5, 2002 Development Review Committee meeting. Thank you for sharing the color elevation and pictures of recent Taco Bell and Kentucky Fried Chicken developments. The color pictures are included in this packet. If you have any questions, please contact Carol Lumb at 206 -431 -3661. 1. The signage proposed exceeds the number and size of signs that is permitted under the City's sign code (TMC 19). A maximum of two wall signs or one freestanding sign and one wall sign is permitted. If the Taco Bell and Kentucky Fried Chicken (KFC) are considered two separate businesses, then you would be permitted to split the square footage permitted for one wall sign between the Taco Bell and KFC signs. The picture of the Colonel is considered a sign. 2. This project would fall under the design guidelines for Tukwila International Boulevard (TIB). A copy of the design manual is included in this packet. There has been little new development along the highway since the adoption of these guidelines, due in large part to the current downturn in the economy. As a result, your proposal is an important one that could set the tone for future development along the highway. Based on the TIB guidelines, we have the following concerns about the proposal as presented at the DRC meeting: a) Building Design (pg. 46 -49 of TIB Design Guidelines): the architectural concept is not cohesive and lacks a consistent theme. Rather the two disparate architectural themes for each franchise are juxtaposed with no attempt at integrating the two. Each competes with the other for attention, which may meet marketing requirements but does not fit on TIB. Design Criteria #2 speaks to this issue where more than one structure is proposed; in this case one structure is proposed but it is trying to incorporate two franchises that would typically have their own building. The form, colors and materials must complement each other. .. M ftrA lrev' '.fir:r.s te:r ultra,„ uy�! Steven M. Mullet, Mayor Preapplication Meeting 02 -036 Taco Bell/Kentucky Fried Chicken December 12, 2002 r b) Architectural Relationships: Fast food uses are a common feature in most communities along major throughfares. Their design makes an important statement about the community in which they are located. One of the major goals of the TIB design guidelines is, over time, to establish a new architectural context along the highway, changing the hodge -podge mix of styles and themes that currently exists. Bold colors should be used as accent. We want the new Taco Bell/KFC structure to be one that can be emulated by other new development on the highway. The Wendy's on West Valley Highway is one such example of a fast food building that was designed to establish a new context for fast food buildings in the city. c) Pedestrian orientation: The building is oriented to the car, with the drive through lane continuing across the front of the site requiring the pedestrian entering from the highway to cross the car driveway. The building could be re- oriented to bring the car onsite from the south entrance, with the drive through located at the rear, allowing cars to then exit to South 152 or to the highway. The north entrance could be an "exit only" to reduce conflicts with cars exiting from the drive through. This would allow the building to be brought out to the front, separating cars from pedestrians. :,v "lx wY:; �^ r""'. �'; �"..', ��' � i" ws' � y� � :�'ti+YE d) The signage colors dominate the building. We would like the architectural elements to be emphasized rather than the signage colors. Again, each franchise is competing for the attention of potential customers by using long established corporate images and colors. The lighting of the signage at night and all other site lighting will need to meet our standards for glare. We would like to work with you to develop a project that meets both the corporate goals of each franchise as well as our design guidelines. If you would like to schedule a follow -up meeting after revising the development concept, please let me know. c: \mydocs \general\DRC\P RE- 02- 036.doc 2 r , OLYMPIC ♦ ASSOCIATES COMPANY otYutiC 701 Dexter Ave. N., #301 ASSOCIATES Seattle, WA 98109 COMPANY DATE: JOB NO: TO: FROM: RE: In response to the planning review comments for the above referenced project, based upon the December 5, 2002 Development Review Committee meeting, we offer the following revisions and clarifications. l . Signage quantities and sizes are revised to comply with the sign code, based upon the consideration that KFC and Taco Bell are two separate businesses — the allowable sign area is divided between the two signs on the front and on the parking lot side of the building. Signage at the rear and drive thru side have been eliminated. 2. We have reviewed the Tukwila International Boulevard Design Manual and have revised the site plan and elevations to address applicable guidelines, as well as planning department comments, as follows: • The primary concept for this multi -brand building prototype is that the tower elements identifying each brand appear distinct and unique from each other, rather than composed as unified building elements. We can only make limited revisions to the image /character that would be acceptable to Yum, the corporate element for KFC and Taco Bell, and allow this project to move forward. We have, however, made changes to address some design concerns that we expect they will approve. These include making the KFC tower the same color as the overall building, changing the purple /striped canopies and the striped KFC tower cap to a common red color, and changing the blue band at the top of the KFC tower to white to match the cap on the Taco Bell tower. Changes to the Taco Bell tower colors, as well as changes to the overall massing and building shape would be rejected by corporate review and would prevent the franchisee, Harman Management, from developing this project. We feel that the tower elements, roof line variation, and the horizontal banding on the building are all qualities that are encouraged per the design manual. • We have reviewed numerous site layout options and have found that the design submitted at the pre- application conference was the only layout that could provide the required number of on -site parking spaces per city code and also allow for a layout that worked well from a functional or operational standpoint. It is critical to provide adequate stacking distance at the drive -thru lane, separate from the overall parking area, to minimize conflicts with vehicles using the parking lot. This would not be feasible by turning the building to orient the drive -thru to the rear and would require customers entering from a rear parking lot to cross through traffic waiting at the drive thru. The return drive across the front of the site is necessary to allow for drive -thru customers continuing south on T.I.B. to access the left turn light at S 152n Street. Eliminating the driveway would force drivers to exit heading north, subsequently requiring them to backtrack or execute a U -turn at some point on T.I.B., which we feel would create a greater hazard than pedestrians crossing a one -way driveway. The site plan is revised to provide a wide raised sidewalk from the public walk along T.I.B. to the entrance facing the street, which allows for a stronger connection to the mid -block crosswalk in front of the site. The single lane drive return is modified so that crossing this access creates a large raised section (giant speed bump) with a change in drive material and color. Decorative bollards are proposed to prevent vehicles from turning off the driveway. We feel this emphasizes the pedestrian connection instead of the driveway lane. \ \pyramus \pub \hannan mgmt (kfc tukwila new store) 2002326 ae \correspondence \planning response 1- 7- 03.doe January 7, 2003 2002326 Carol Lumb Brad Minogue KFC Taco Bell Tukwila, PRE02 -036 _ :`y ?tN IWMC'erp?3tr. 7n ^ , t�! n , ^ rr - nr ,,,r,� W,ur• 7, mz3.2' zrrr^'.v^w,"`.• =:...., 5 .' ^ c'2''"""'....Y•s «r�!•„rw r,•m.,st •T TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285 -4371 E -Mail: bminogue@olympicassociates.com olympicassociates.com Copy to: ro cs" OLYMPIC ♦ ima ASSOCIATES A COMPANY OLYMPIC 701 Dexter Ave. N.,11301 ASSOCIATES Seattle, WA 98109 COMPANY • We have reduced the amount of bright color on the building by changing the horizontal accent banding. The narrow band above the windows is changed from red to dark brown, and the cornice cap is changed from red to buff— which matches the overall building color. We feel that the signage is integrated within the overall tower elements and coordinated into the overall building design per the colored accent bands. Hope this helps to clarify some of the issues and move closer to a mutually acceptable design and project. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: O El 0 0 YES NO Via Mail: Hand Delivered: Other Courier: o ❑ Via Fax: ❑ ® FedEx: ❑ 0 Fax #: Total Pages, including this page: OLY By: \ \pyramus \pub\harman mgmt (kfc tukwila new store) 2002326 ae \correspondence \planning response 1- 7- 03.doc TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285 -4371 E -Mail: bminogue@olympicassociates.com inogue, AlA PATES COMPANY File: L03-0011 35mm Drawing #4-5 z Z 611, = •_10 0 0: u) 0 u) w Ii uj 0, u_ < D. a I- I: z o. z LLI 2 D: 0 :0 I 0, 1- O . LI 0: Z; I" CO O 1- z • 1 ZOV —: 4$10 •• w, - — iNfi . 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U)1=1 fA W =: J H, LL: W 0, J.. • F-_. • .I- 0 • Z WuJ' i0 ;0 1-- W W: • H V ..Z • -_ 0~ z ~ w CC 2 W O U 0 U D U W -i _ F- W Q cC LL Q = a w z= i-- Z I- w 0 O • H W w 0 .. W U F- O~ z rt.! r a MSC/ Minh 4 111111111 Ina � s t v S `*. • '1+% : • Nt'. 4 14.A, V • #. '1 • - , J Page 1 of 1 z _ 0 2 � rn z•• o�, m m rn -1 (n o o c � mm -� o--1 =z m 0 =m m cn o � 00 0 C � m Z = D z JO 13 L'cl • KFC/Taco Bell FINISH: KFC Red PROVIDED BY: 3865 Produce Rd Suite 208 Louisville, KY 40218 Toll Free: 1-877-707-7378 Phone: 502-961-0096 TACO BELL MANUFACTURER: LLC CATALOG #: CSTMBOS/MHGS100 LAMP TYPE: 1-100W MH Included DIMENSIONS Fixture: Height-18" Diameter-124 Depth-10" From Wall FEATURES: Custom Outdoor Wall Sconce UL Listed for Wet Lo- cations in KFC Red Accusery LIGHTING & EQUIPMENT RECEIVED FEB 2 1 2003 COMMUNITY DEVELOPMENT ta- 1.4ask.45...0Ariitt.464444/114LARAA LUMINAIRE EPA CHART ® ME Ii MEM ail A iill Includes bracket, Pole Top Mount Single 090' 0180• T90' T19120' 1190' Medium Greenbrier -12' Arm Mount Bracket (GBM) - 3.3 5.9 6.6 9.1 9.3 113 Greentrier- Pole Top (GBPM) 3.4 - - - - - - Large Greenbrier - 14' Arm Mount Bracket (GBL) - 4.7 8.8 9.3 13.3 13.7 17.5 Greenbrier - Pole Top (GBPL) 5.0 - - - - - Reduced Greenbrier - 12' Arm Mount Bracket (GBR) - 3.3 5.9 6.6 9.1 9.3 11.7 Greenbrier - Pole Top (GBPR) 3.4 - - - - - - DIMENSIONS II= e J Bracket - 2-bolt Pattern Arm Mount Pole Top Mount GBM Medium Arm Mount GBPM Medium Pole Top GBL Large Arm Mount GBPL Large Pole Top A B 21 -5/8' 15.5IB' - 21-5/8' 26.1/8' 26.1/8' 21 -S /B' 21.518' 15.518' 19-1/2' 19-1/2' 15-5/8' 15.5/8' C 21-15/16' 26.13116' GDR Arm Mount GBPR Pole Top 21-5/16' r LUMINAIRE ORDERING NFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Prolix Medium OBM - Mount Pol top � Reduced e Mount Pole e Top t Large Bali - Moult GBPL- top - 1 Distribution II 3- T FP - Pelmets Forward Throw 5- Type 2- T ell 3- r etll FP- Pelmets Forward Throw 5 - TywpoeV FA Autanotive 2- Type hl FP- Perimeter Forward Throw FA- Automotive Forward Throw 5- Type 50- TypeV FK277V - Single Fusing DFK208, 240V - Double Fusing DFK480V - Double Fusing ® LSI Industries Inc. REV 5101 GREENBRIAR - CONTOURED LENS CATALOG# •' Lamp Wattage 250 320 400 250 400 750 1000 750 1003 1000 FK347V - Single Fusing RPP2 - Round Pole Plate BKS -B0 -WM -CLR Wall Mount Plate GBR / GBM 2 HSS - House Side Shield GBPR / GBPM 2 HSS - House Side Shield GBR / GBM 3 HSS - House Side Shield "Black onl Light Source PSMV • Pulse -Start Metal Halide 250, 320,400 Watt HPS • High Pressure Sodium 250, 403 Watt SMV- Super Metal Halide (Vertical) 400 Watt MH• Metal Halide 250.400 Watt MHR- Metal Halide Reduced Envelope 1000 Watt PSMV- Pulse Start Metal Halide 750,1000 Watts HPS • High Pressure Sodium 750, 1000 Watt' PSMV • Pulse Start Metal Halide 750 Watt HPSR - High Pressure Sodium Reduced Envelope Lamp 1000 Walt FK120V - Single Fusing FK120V • FK277V DFK208,240V DFK480V Lens CT - Contoured Clear Tempered Glass FK347V 162914" 123111CLR 4342901" 4342901" 4342902" All HSS available are shown. I I Line Voltage 480V MT- Multi Tap' TT - Trl -Tap ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Luminaire Finish BRZ - Bronze BLK- Black PLP - Platinum Plus DUE - Buff WHT - White GRN- Green GBL 2 HSS • House Side Shield EXAMPLE OF A TYPICAL ORDER GBM 5 400 MH CT MT BRZ NO GBPR / GBPM 3 HSS - House Side Shield GBR / GBM FP HSS - House Side Shield GBPR / GBPM FP HSS - House Side Shield GBPL 2 HSS - House Side Shield GBL FA HSS - House Side Shield GBPL FA HSS - House Side Shield GBL FP HSS • House Side Shield GBPL FP HSS - House Side Shield FIXTLIRE.:TYPE Options BBK- 8' Bracket PCI120V- Bu yp PCl208V- Button Type Photoelectric Control PCl240V- Button-Type Photoelectric Control PCl277V • Button -Type Photoelectric Control LL - Less Lamp NO- No Options Color Decals 45 - Light Gold Metallic 20- Charcoal Metallic 94 • Blue Metallic 59 - Dark Green 21- Tomato Red Note: Consult factory for replacement arms. 1- When ordering pole top fixtures for tenon mounting, a pole top adaptor must be ordered. 2- When ordering 750W High Pressure Sodium, voltage must be specified, 3- for international voltages, consult factory. 4- MT- Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre -wired for highest voltage. Alternate voltages will require field re- wiring. 5- An 8' bracket can only be ordered with single and 0180 configurations 6- Tri -Tap is shipped standard for C -UL applications. Tri -Tap consists of 120V, 277V, and 347V. Tri -Tap is pre -wired for highest voltage. Alternate voltages will require field re- wiring. When ordering 1000 Watt Tri -Tap Pulse- Start, specify voltage. : ° . ..,.. t.,.K+ ! srµ- �ywr.,. �svTxtr, y,:.:.-* y�.• rrmr�— �n+xo.,.,.�c.,.+..*rr...^ �- Order Number 4342902" 4342902" 4342902" 4342903" 4342903' 4342904" 4342904" 4342904" 4342904" 55- Black 50- White 51- Dark Red PHOTOMETRICS For detailed photometric data, please visit our web site at www.Isi- industries.com © LSI Industries Inc. REV 5/01 THE GREENBRiAR' SERIES - CONTOURED LENS The Greenbriar Contoured Lens Series is designed with aesthetics, efficiency, and economics in mind. Designing around several reduced envelope lamps allows for a more compact fixture, which results in a lower EPA. The reduced load allows the use of more existing poles for retrofitting or lower gauge, less expensive poles for new construction. The fixtures vertical lamp orientation and reflector systems provide efficient, uniform, high performance lighting for your site. The sealed optics ensure that the fixture stays moisture, dust, and bug free, thus reducing the depreciation of its light output. Further, top- access allows you to service the fixture easily and quickly for regular lamp and ballast maintenance. Whether you require site lighting for new construction or an upgrade to an existing location, the Greenbriar Series is your answer. SPECIFICATIONS HOUSING The Greenbriar's aluminum housing is available in 3 sizes: Large (Standard 1000 Watt), Medium (Standard 400 Watt), and Reduced (Reduced Envelope 1000 Watt). Each Is finished to produce a clean, sharp appearance, and designed to ensure weather -tight construction. Top- access cover provides ease of installation and servicing. All pole - top fixtures are pre - wired. LENS /GASKET The Greenbriar's contoured glass lens is sealed to the housing with an EPDM gasket, preventing entry of dust, moisture and insects. All fixtures utilize a contoured clear tempered sag glass lens. TOP FASTENERS The Greenbriar's four captive stainless steel door fasteners secure the top - access cover to the housing. SOCKETS Porcelain mogul -base sockets feature spring- reinforced contacts for long life. LIGHT SOURCES The Greenbriar Is designed to operate with any of the following lamp types: High Pressure Sodium, Pulse -Start Metal Halide, Super Metal Halide, or Metal Halide with mogul -base sockets. The 'Type 5G" distribution utilizes a 1000 Watt HPS lamp, which is uniquely optimized by using the ED -37 twin arch tube, position oriented, reduced envelop lamp. Clear lamp is supplied as standard. GBR Type FP - Vertical REFLECTORS /DISTRIBUTION PATTERN S The Greenbriar fixture is available in five reflector systems and distribution patterns, all with vertical burn lamps: Type II (2), Type III (3) (not available in GBL), Type V (5), Automotive Forward Throw (FA) (1000 Watt only), and Perimeter Forward Throw (FP). Reflectors are field- rotatable, enabling generous flexibility in distribution patterns without fixture movement. Photometric data is tested in accordance with IESNA guidelines. FINISHES Each fixture is finished with DuraGrip', LSI's baked -on polyester - powder finishing process. The DuraGrip polyester finish withstands extreme weather changes without cracking or peeling adn is guaranteed for five full years. Standard finish colors are bronze, black, platinum plus, buff, white, and green. DECAL STRIPING LSI offers optional color - coordinated decals in B standard colors to accent the fixture. Decals are guaranteed for five years against peeling, cracking, or fading. c US LISTED listed for wet locations. GBR Type 5 - Vertical BALLAST Metal Halide, Super Metal Halide, and High Pressure Sodium fixtures feature a high -power factor type CWA ballast. All ballast types are designed for -20' F operation. BRACKETS Arm Mount: 2 -1/2" x 8" x 12" length, extruded aluminum bracket shipped standard with medium (GBM) and Reduced (GBR) luminaires. Fourteen -inch arm mounts are shipped standard with large luminaires (GBL) only. (An 8" bracket is available for single or D180' configurations, but must be ordered from the Options column of the ordering chart.) A Round Pole Plate (RPP) Is required for mounting to 3 "- 5" round poles. (see Accessory Ordering Information chart.) Pole Top: The cast aluminum mounting hub conceals the wiring compartment and mounts directly to LSI's unique "pole -top mounting plate ", via a high - strength grade five steel bolt with nylon insert and split lock washer for double locking. The fixture is pre -wired for ease of installation. Support arms consist of four 11/16° O.D. aluminum rods for GBPM series and 7/8" 0.D. aluminum rods for GBPR series. POLES Refer to Poles /Brackets section of catalog for pole information. GBR Type FA - Vertical • Lighting Systems' 10000 Alliance Road • Cincinnati, Ohio 45242 O (513)793 -3200 FAX (513)984 -1335 O www.lsi- indtutries.com IItatt PitNXSIaa. ScirilCtO FIN 1I'ill rotticandlrl•,) t' A It C I.] F 150 %vat' Ili ;? 1 (r 6 l) :: I..•tt iinirmaI I )i.t ii in I'crl roppro..) :..tt 8.0 10') 13.0 (6 2i) 0 It 0 CUSTOM BOLLARDS .AI rth fully staffed design and VI' mold making facilities. Quicl Crete is able to create custom boll au•dS and lighted bollards to your specification: ctr modify existing; model:. for a Unique and original look. LIGHTED BOLLARD L'; i;flI.tIl :. Lllltil \l�UL•Iill E 6 ELECTRICAL DETAIL !I'' i'i! i •rm.tlil NUN...iI iI ' LIGHTED BOLLARDS :I' ' QR -IALB OR-13L8 QS-SALB CUSTOM FAX QUOTE LINE (909) 737 - 7032 \ y F cost estimates, feasibility analysis, anti prodticion time. Ictx a sketch of your custom requirements Nyirh dimensions and quantities and we'll respond ‘tithin 4$ hours. i .• QS -1BLB QS -2ALB QS -2BLBP To further add variety and individuality to every project. Quick Crete offer; twelve slumlord vuIoi iii st•VelI sta iiiIa I'd ICx hires, a. tt•1•ll ah I ISIV<t Faux finishes. fib' rote rlting all natural pigment; IIiree into IIle coil': MI. 7111,I111 thick Crete Cl • Natural Concrete Ci Terracotta In additi1/11 offers textures to • our popular smooth finish, Quick Crete achieved through methods such as sand - blasting and chemical tt plieatinns. All of our textures are F' 1 Stonewaslt Cs 1)usty tt'l.ntve C9 Sand 1'3 Santa Fe Sandblast F2 Traver stone FAUX FINISHES Quick Crete offers Rorer unique and durable applied Faux Finishes. (Available at additional cost). C9 Mission White COLORS TEXTURES fi t;tli IV .!r r nyAl viVrf �� t�M� •r Y ti; ` t 7.4 ttv Medium Satullllast F3 Granite achit:tvir a I'.'t lasting Iululula that resists fading anti ;this a quality touch to ant• setting. Quick Crete eon also Incurh any specified custitt i color Inc• a mininurn ha.. giving you c-un pleb flexibility 1 1 1 1 a l l i.II \otlr projects.. C4 Chocolate 1:10 I,n,r,alcl E3ay Careen 1'or color ocunple. i-all (W9)757-6240 French Gray T6 1?xpotied Aggregate 06 Charcoal Gray C12 Colonial Brick created by skilled artisans trained to iproducxe a consistently uniform. hitch quality product. hoc• a Smooth texture (TI) sec above. '1'7 Acid Etch Variation in rolir :mil texture is a natural rltaiticteristie nt precast concrete. llhotogr;tphir iutautt¢ tl con. lu .un degree. the aetttal color and texture. We hare made every erfttrt to represent accurareLv our Standard color; ;111 <I t. stirs•.•. in ■nlr Ii, era fury- Please be mindful we ar'c ma oiiI triui'ing• out i1t•uelucis with natural materials and variation Will ott'UI ill c'olclt• 111111 IIL;y 1'l•C:IIi''. Cd_JICK CRETE PRODUCTS CORP. REDEFINING PRECAST CONCRETE. 731 PARKRIDGE AVE.. NORCO. CA 922G0 -3149 909/737.6240 FAX 909/737 -7032 S ALESOQUICKCRETE.CON WWW.QUICKCRETE.COM i i � i} , -t!r2 f i J J I.r • ;' rrA \ -. 5130 � ! ' - ti • ��k;t .. � rTM } ( - . l .+ t St; p J' I y , ,,, ,, ,. � p¢4�c3kV,,•r' • , .' � • r j r- , t ' K.` N�'-}_ d tl '�'$�ti i , -.� . ' .t,. `7 1 ¢1 .! +'�'.r 4.. .w�.�3s�Pie:i)r�TA *Spring Beige '" { ( ` 4 .. a i .w• i ) f r y ` 1 � t { t C �. 1 r Ih Yi r } J ,� t Y �' ) rY t `� f t ! .,�"L� t I, t F V' . w..�, a .,...n s. va ... H, .,.� 5234 "`Summer Beige 7 1' C'i'c°'t 7zzT �r n **• rr�i i ulr3 r'v/ € J �4 {{y Y tS Yr Jj Y ! J � � 'rsrr X Y4 ✓< r f .f J � S.i(4 2 i . f (.,i p y .^ ` a i - t t r � K ,s t t . t t . i , ,,... r4 k Jy{it ,,,,. 0288 "'Autumn Beige ., . .mot, S.. r ?';5 t 5"r ,I wa•u,,.." 7+• ; �� g �f' � � � '� (k'� � Y•i � � � i a / j •'t 14' L l r C .[ �s. y 't t•"? ( G k1kti.F J � t � lk > 1 i? t d`s r ,, tf TI� ^ . ? M1 t N !; .. ,(L.; iv:o .euS.;.wt -7 •X?? 6063 *Winter Beige � i 0 if e '$'F� t 4 .1 rr � ' f. ! Y a)'Y.'}N Ire ' 111 --��t i. .. `dr. .• . 3987 * "Porcelain Gray f , A h�7 n 8- !-c •iV 1 t , �L t 1266 *Cool Gray ... 4821 "`Shady Red 5238 *"" Sunbaked Clay i" ''.� =3 �•,N� k ' Y * YY,r '�l � T YhL Z ,b ut �E w ,� •>! �^pr�fi i � , t y ..p j { } 1�,[ v � 'm ) y 1 ;�, rf 4 !!U } {!'lA� , '`'1,." y ' ��6 „ � t C h .c � ;�{ ' ��,, �r3c {ts'}��5'�0j L 47 ih y Yy ' i- ' ( a r � p f '�� 77 dd 1 i S t �.{ � Fiy�N � et 1 y�^ ' gi'r _� { t � �.d +v x6'C i i Ck , '.F> .l.L t S . K .• 4 {Y. Ti C -11 Desert Sand �' f l ;. • J �. S � ?. t .t� f ( � .• ) .'+ T f:. ' ;. S. r 4 r+ I.f. y �' bt..: ...i ) .n. . .. <•_ .. . C -20 Limestone {;;;•±±!!!!...s i s •rc F i ^R'MTC` J. .1- L { }.yl� •lr < l ti Y . S4f l: 5;i } Lt r rf 5 t b ,+t w• J k\N S„�� r � t r} " j s ' p ", ? 1 , ✓i t`�i�' \�,C S�Cj� u ��' { , S • +.Y �+ :i f 2 � L � A-, � � '.� \41i� 4.u7• Wa1{:::�Jl i,tr. -- ..... C -25 Sombrero Buff '" "�" �t..�. . Crt r ' � ; S t '• r C< S .? .,. 1)''�1 .�,. :.. r .Q. •k.... ,4 C -29 Dusty Mauve ) . • i. a '4 h iA "'�`• ,• , ar t A ) „ + n(s , e $ . J C 7 ", tl 0,0 Z �4r F . , { . } � y o - F �., • 3$+� Fr'A'. 4'A { t + ' ;i . C -12 Mesa Beige 1 J t i t ) t r a t � tt1} J I y .I ,. ll l ^�t� C -21 Adobe Tan f: 3� 1 cfi' ��t .. ) ) �, �}3� .fJ.; Lr ) �, Y ! 4 4 .,t .,.. rw, /. .s.LN'?`'JY,r1 tr t ,�.. ✓'' �� i ;£1 e'er h T J� r) r tt 4 L t7'+ C -26 Antique Cork C -15 Coachella Sand - .. C -27 Westwood Brown . -- ... .. - C -32 Quarry Red ly1°N•c4T }`i)F c\Yhka ia41d; IF$�k •1i (( 1. slu� tis fit, '' S1 tj, "F'' d .f� / c f N , �, li C -13 Tawny Pink k t 7 �t' � '?t M . 4a.- .,..,t.e- • ' . , j5 1 { L r L 3 ( C -22 Coral Red r n � C -31 Shadow Slate C -14 French Gray C -24 Charcoal C -34 Dark Gray CHROMIX® Admixtures for Color- Conditioned ConcreteTM COLOR CHART A- 312.10 Colors shown approximate the color of broom- finished concre e flatwork made with a medium -gray cement and cured with LITHOCHROME • Colorwax TM or COLORCURP Concrete Sealer in the matching color. Concrete not so cured will have less brilliance. Concrete should be batched and placed in accordance with Scofield Tech -Data Bulletin A -304. SCOFIELDTM OverlayTM and SCOFIELDTM Texturetop are available in colors to approximate all standard and designer colors of CHROMIX Admixtures shown. Not all colors are inventoried. Contact your Scofield representative for stock status. FOR PROFESSIONAL USE ONLY L M Scofield Company 2002 All rights reserved CHROMIX. COLORCURE. LITHOCHROME. LITHOSEAL, SCOFIELD. ©, Color - Conditioned Concrete. Colorwax. Overlay, Texluretop, and Trafficalk -3G are trademarks of L M. Scofield Company SCOFIELD 6533 BANDINI BLVD. • LOS ANGELES, CALIFORNIA 90040 4155 SCOFIELD ROAD • DOUGLASVILLE, GEORGIA 30134 800 800 9900 • www.scofield.com P a " tecyCea viral ci. m o E U 7 U N O N O U u) o E a) c O D 4 L U a, n 3 _ . • O. O C E c N N O C N a rn ° a E c a) v, o U O) C o C C iE L,U N U - @ O �a La a E m L N o . 0 O U 5 a i— a E c ca X m a) e) L 3 - U 9 a) 'O C L O • O N > a) y aNi c m'a O U a) ( • `0 2 iv a) m O N 9 C �--• !T RS B C O > rn •L U O L C rn o PD: m O m a N - O 7 0 a C fN m N N N C U 7 O co a ra U N a) N C .a L 0 C a 0 9 ° ora U L L D - O N > O c -O C a) 0 D - 0 c E m c ° 7 m . C C N C N CJ� • L t9 a S = O o ca o 0 U O 0 U m 'D o p U O m o E o _ - o N 2 O • o U o W U o c U U O r O• -J E (13 O- U O c 7 - O C i N a'6 _ B N m O o O. L.L. O (7 > N u, al 2 O L d 2 E0 O U 0) 0 to C C a O (9 0) : O , U • c '5c -O C O C C O) 5 N O o L s a U N U J - U O - Q T a O c W > 9 N 9 0 o a 7 U C O O =) 3 C7 Q. SCOFIELD' CHROMIX® Admixtures for Color-Conditioned ConcreteTM COLOR CHART A-312.10 f.IT . :1 .7:::,.. , ,' ' • L,.:, ' ,._. a ... } .• ' ' r W, , err: . : r.-. ty t ..,.., : , :-..r.t7.", r i-4 , -,-,:i.r.,,,,„,... -..z. CHROMIX® Admixtures are colored, water-reducing, set-controlling admix- tures for horizontal or vertical architectural concrete. Coloring concrete integrally, they create rich hardscapes and precast, tilt-up or cast-in-place buildings of natural beauty. Time-tested and proven, they produce per- manent, uniform color, increase concrete strength, and improve workability, finishing characteristics, and freeze/thaw resistance. telephone: 323 720 3000 • fax: 323 720 3030 • info@scofield.com 800 800 9900 • www.scofield.com DuMor 143 Series Bench '1N3Wf100a 3F11 JO )1111dfO 3H1013fla SI 11 30I1ON SIH. NVH. N 310 SS31 SI 3LNV Id SIHI NI 1N3Wf1000 3141 AI :30110N •gig Du Mort SITE FURNISHINGS p�a qu5 .Custom sat ricatiori l Skateboard Hangers I Bike Racks I Grills j Options I Find a Rep I Catalog Request Plastic Benches with Backrest http: / /www.dumor.com/bench- 143.shtml Bench 143 ro ainar 1xiaasms=n tirallOrmotital rm K am FOR DETAILS ON CUSTOM LETTERING ON SIDE SUPPORT PANELS, CONSULT YOUR DUMOR REPRESENTATIVE. < -- Back to selection page 143 -40 4' long, 2 supports, 171 lbs. 143 -60 6' long, 2 supports, 210 lbs. 143 -80 8' long, 3 supports, 293 lbs. DuMor Inc. • P.O. Box 142 • Mifflintown, PA 17059 • 717 - 436 -2106 • Toll -Free: 800 - 598 -4018 • Fax: 717 - 436 -9839 E -mail: dumorsales @acsworld.net Site designed and maintained by PhaseOne Marketing & Design. Specifications • CAST IRON SUPPORTS • NEW 2" X 3" NOM. RECYCLED PLASTIC SLATS • CUSTOM LETTERING AVAILABLE ON SUPPORT SIDE PANELS Materials Slats: 2" x 3" nom. recycled plastic with color molded in Supports: Cast iron Fasteners: Stainless steel Bracing: 1- 1/16" O.D. steel pipe Finish: See our options page for choice of recycled plastic color and polyester powder finish (shown with Black finish / "Cedar" plastic). Page 1 of 1 6/19/2003 DuMor 153 Series Planter '1N3INf100a 3H130 AuIlVfO 3H1013na SI 11 30110N SIHI NVHJ 2IV310 SS31 SI 3ltIV ld SIH. NI 1N3Wf100a 3H1 Al :30110N • Du More SITE FURNISHINGS p 1 Custom Fabrication) Skateboard Hangers l Racks Giills t s Find Bike a Rep I Catalog Request , http:// www .dumor.com/planter- 153r.shtml Planter 153 Rec cled Plastic Planters < -- Back to seler`ion page Ei'icivAL Ft/milk& i t y w At i re FE 'IcEcirta) � Arehvgq Redwood Planter 153 -OOR 195 lbs. Douglas Fir Planter 153 -OOD 195 lbs. Ipe Planter 153 -00I 222 lbs. Recycled Plastic Planter 153 -00PL 210 lbs. DuMor Inc. • P.O. Box 142 • Mifflintown, PA 17059 • 717 - 436 -2106 • Toll -Free: 800- 598 -4018 • Fax: 717 - 436 -9839 E -mail: dumorsales @acsworld.net Site designed and maintained by PhaseOne Marketing & Design. • COMPANION TO BENCH 143 AND RECEPTACLE 152 • FACTORY ASSEMBLED • CHOICE OF RECYCLED PLASTIC OR WOOD SLATS Materials Top and Bottom Bands: 3/8" x 2 -1/4" HR steel Center Band: 3/8" x 2" HR steel Rosette: 4 -1/4" x 3/4" thick cast iron Slat: 2" x 4" nom. in choice of Clear All Heart, Free of Heart Center Redwood; Clear Douglas Fir; Western Red Cedar; Ipe (all with clear preservative treatment); or 2" x 4" nom. Recycled Plastic with color molded in Liner: Polyethylene Size: 28" in diameter x 24 -1/2" high Finish: See our options page for choice of polyester powder finish (shown in Black with Ipe slats). Western Red Cedar Planter 153 -OOC 195 lbs. Specifications Page 1 of 1 6/19/2003 DuMor 152 Series Receptacle "1N3W(1000 3H1 JO AiIldfO 3H101. Bna SI II 30I10N SIH. NVH-L Nvaio SST] SI 3VIV Id SIHl NI iNaW11000 3H1 3l :30110N Pl a q ues l Custom. Fabrication katebiard Hangers Bike ions Find a Rep SC_l Grills a alag o t eguest. • •g ®u Mor SITE FURNISHINGS Rec DuMor Inc. • P.O. http:// www. dumor.com/receptacle- 152r.shtml Receptacle 152 < -- Back to selection page cled Plastic /Wood Receptacle • COMPANION TO BENCH 142 & PLANTER 153 • FACTORY - ASSEMBLED • 31- GALLON CAPACITY • CHOICE OF RECYCLED PLASTIC OR WOOD SLATS Materials Top and Bottom Bands: 3/8" x 2 -1/4" HR steel Center Band: 3/8" x 2" HR steel Rosettes: 4 -1/4" O.D. x 3/4" -thick cast iron Slats: 2" x 4" nom. in choice of Clear All Heart, Free of Heart Center Redwood; Clear Douglas Fir; Western Red Cedar; Ipe (all with clear preservative treatment); or 2" x 4" nom. Recycled Plastic with color molded in Cover: 14 -gauge spun steel with 10 "- diameter opening secured with vinyl- coated cable Liner: 31- gallon galvanized Finish: See our Options page for choice of polyester powder finish (shown in Black with Douglas Fir slats). Redwood Receptacle 152 -31R 31- gallon receptacle, 214 lbs. Douglas Fir Receptacle 152 -31D 31- gallon receptacle, 214 lbs. Western Red Cedar Receptacle 152 -31C 31- gallon receptacle, 214 lbs. Ipe Receptacle 152 -31I 31- gallon receptacle, 285 lbs. Recycled Plastic Receptacle 152 -13PL 31- gallon receptacle, 255 lbs. Box 142 • Mifflintown, PA 17059 • 717- 436 -2106 • Toll -Free: 800 - 598 -4018 • Fax: 717 - 436 -9839 E -mail: dumorsales @acsworld.net Site designed and maintained by PhaseOne Marketing & Design. Specifications Page 1 of 1 6/19/2003 DuMor Options '1N3Wf1000 3H130 J1111VfO 3H1013la SI 11 30I10N SIHI NVH. Ny310 SS31 SI 31NVN3 SDI-11 NI 1N3Wl004 3Fi1 :39110N placyues ) Fabrication) Skateb1ard Hange Frind is ep i O P. Opt Green Blue Black Du Mor SITE FURNISHINGS http : / /www.dumor.com/options.shtml Options Blasted to White Metal Zinc Rich Primer Polyester P.C. Coating Method DuMor recognizes the importance of a high quality finish of our site furnishings. That's why we offer a state -of- the -art polyester powder finish on all metal components. Three key elements are essential to achieving an attractive, durable finish: proper surface preparation, proper application of the powder, and proper curing. All metal components offered by DuMor are; 1) Blasted to white metal, 2) Processed through a 5 -stage wash system, 3) Coated with Zinc -rich primer, 4) Finished with a top coat of TGIC - polyester powder, and 5) Cured for approximately 20 minutes. Unlike many of our competitors, DuMor doesn't have a fancy name for our powder coat finish —we just have a superior finish. Wood Species DuMor has selected the highest grade woods available C L Almond White Deep Red Color Options Most DuMor products are available in your choice of several color options in a durable baked -on polyester powder finish. Additional colors are available at an extra cost — consult your local DuMor representative. Specifications Hunter Green Bronze Heritage Brown "Light" Blue Recycled Plastic The high- density polyethylene raw material utilized in our recycled plastic furnishings is derived from post - consumer bottle waste resulting in a product that is more than 90% recycled. Page 1 of 2 6/19/2003 DuMor Options '1N31Nl0Oa 3H1 AO A.L ldflO 3H1 Ol 3na SI II 30I1ON SIH.L NVHl NV310 SS31 SI 314INAI3 SIHJ NI 1N3Wfl000 3141 AI :30I1ON for use on our products. "C" & Better Douglas Fir; Clear All Heart, Free of Heart Center Redwood; and Western Red Cedar are offered as standard wood options. In addition, Ipe wood is available on selected items. Requirements for other wood species not offered are available upon special request and quoted on a per -job basis. t( llaSl Western Red Cedar Due to variations in natural wood grains, photos shown here may not reflect actual product. Please contact your local DuMor representative for color and wood grain samples. Douglas Fur Redwood S -i Embedment Ipe "Cedar" S-2 i S -2 Surface Plate Grey Support Options Certain site conditions may dictate the use of different supports. Throughout this catalog we have listed the support options available for each item. The support option desired must be identified when ordering. Consult your local DuMor representative for details. "Redwood" S -3 Gull Wing Green S -4 Sub Floor S -7 Tri- support (127 Series Only) DuMor Inc. • P.O. Box 142 • Mifflintown, PA 17059 • 717 - 436 -2106 • Toll -Free: 800- 598 -4018 • Fax: 717 - 436 -9839 E -mail: dumorsales @acsworld.net Site designed and maintained by PhaseOne Marketing & Design. Page 2 of 2 http : / /www.dumor.com/options.shtml 6/19/2003 A:-'-11.6 -03 11:24 FROM-Olympic Assoc i s --- 2•UCM ANG OAL SLA9 -2 DB6•5R12 +206- 285 -4371 T -559 P.003/008 F-720 UCM LUM STR H3 SLA4 DB6.4R10 61•1 ye. (lee grzturt.. 'Of egt c let sOte ( "Pft Pazot • z • z cc w _1 0 U 0 U � LU J = • U_ w u • = I I— 2 Z p_ H O Z I— w al O �. W W I— H u. 0 . .. W co iz O~ z AUG -0 .6-03 11:25 FROM- Olympic Assocl; - - +206- 285 -4371 The medium scaled model is designed for pedestrian areas, building perimeters, streetscapes, store fronts; • or. atrium's.. Pole + Wall + Pendant mounting UCM Medium Scale UCM LUM STR H5 SLA20C -2 PR4 -4R14 5C5 -4 A T -559 P.004/008 F -720 AUG-05-03 11:25 FROM-Olympic Associi +205-285-4371 T-559 P.005/008 F-720 F I HEAD 2-UCM ELEMENT VSL HOOD FLR ARM SLA2013•2 POLE 086-4R16 1 4:1 UCL FLR DB10-5R20 VSL BEL SLA18-2 PCVT SR BEL SLA24 PR4-4R10,BC5-4 0B12-4R16 UCs VSL BEL WST AUG -06 -03 11:26 FROM- 01 ympic Assoc'. t) (: S WND 3 WINDOWS IL�L'L..�11 SR Cast frame with a diffused acrylic lens 5.25 " 1130MM DIAMETER 2.5 - /65MM HIGH SOLID RINGS Cast rings with a diffused acrylic lens 7,257185MM DIAMETER 3 " /75MM HIGH VSL VERTICAL SLATS Cast frame w'th a diffused acrylic lens 5.25 " /130MM DIAMETER 2.5165MM HIGH LUM LUMINOUS RINGS I -It'. •.::..11 I Edge lit acrylic rings with a diffused acrylic lens 7.257185MM DIAMETER 1.5 " /32MM HIGH 20 Aki'tIII S:II_ii— I ':r'f t: . • • 7•' , t •tJ,..• T '.ems o • .. .. '. ANG ANGLED SHADE 14 •/355MM DIAMETER 4.757120MM HIGH BEL BELL SHADE 15 " /380MM DIAMETER 4.067120MM HIGH FLR FLARED SHADE 15 DIAMETER 4.751120MM HIGH STR STRAIGHT SHADE 16 7405MM DIAMETER 3,12 HIGH +206- 285 -4371 T -559 P.006 /008 F -720 ^.,'. . ... . 50MH 50 watt metal halide 1 20/277 volt ballast. Use medium base, clear ED- 17 lamps. 70MH 70 watt metal halide multitap ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps. 70MHT6 70 watt metal halide multitap ballast 120/277 volt. Uses a G12 base, clear T-6 ceramic MH lamp. 50HPS 50 watt high pressure sodium ballast 120/277 volt. Use medium base, clear ED -17 lamps. 70HPS 70 watt high pressure sodium ballast 120/2081240/277 volt. Use medium base, clear ED -17 lamps. 42CF 42 watt T-4 compact fluorescent. 4 pin, 120/277 volt electronic ballast. Also compatible with 26 & 32 watt 4 pin lamps. Note: All ballasts are factory wired for 277 volts and are remote. Lamps nor included. WHT BLK DGN DBZ GAL VGR CRT MAL WHITE BLACK DARK GREEN DARK BRONZE GALVANIZED VERDE GREEN CORTEN MATTE ALUMINUM All standard AAL colors are provided at no extra charge. See color chips ana hood finishes on page 25. RAL and custom matched colors are available upon request. COP Copper Hood STS Stainless Steel Hood 7.3. 1;i!.. - .7771 5C.7'.;;;PtI , V17:r •::•9f x v : 347 120/240/347 volt ballast for HID lamp /ballast except the 50 HPS which Is a 347 volt ballast. AUG- 116 -03 11:27 FROM-Olympic Assacit ' I.1 C.; i�• I BL RD GRN MG 50MH 50 watt metal halide 120/277 volt ballast. Use medium base, clear ED- 17 lamps. 70MH 70 watt metal halide multitap ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps. 7OMHT6 70 watt metal halide multitap ballast 120/277 volt. Uses a G12 base. clear T-6 ceramic MH lamp. IOOMH 100 watt metal halide multitap ballast 120/208/240/277 volt, Use medium base, clear ED -17 lamps. 150MH 150 watt metal halide multitap ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps, 15OMHT6 150 watt metal halide multitap ballast 120/208/240/277 volt. Uses a G12 base, clear T-6 ceramic MH lamp. 175MH 175 watt metal halide mukitap ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps. 50HPS 50 watt high pressure sodium ballast 120/277 volt. Use medium base, clear ED -17 lamps. 70HPS 70 watt high pressure sodium ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps, 100HPS 100 watt high pressure sodium ballast 120/208/240/277 volt. Use medium base, clear ED -17 lamps. 150HPS 150 watt high pressure sodium ballast 120/208/240/277 volt. Use medium base, clear E0 -17 lamps. IL -85 85 watt, Philips Induction Lamp sys- tem with transformer. Specify 120, 208. 240 or 277 volt. All ballasts are factory wired for 277 volts, Lamps not included. LUMINOUS RING COLORS Internal lens can be added for color on the ring edges when illuminated, BLUE RED GREEN MAGENTA SCIERNIMIEN I ®sa Standard AAL colors are provided at no extra charge. RAL and custom matched colors are available upon request. WHT w4ITE DGN DARK GREEN GALV GALVANIZED CRT CORTEN STS STAINLESS STEEL +206- 285 -4371 BLK BLACK DBZ DARK BRONZE VGR VERDE GREEN • . MAL MATTE ALUMINUM HOOD FINISHES All styles of hoods are available In the matching fixture color, stainless steel or natural copper finishes. The natural copper and stainless steel hoods are unfinished to develop a patina over time. All hoods for OAL and GR3 /5 optics have the underside finished in high reflectance white. COP COPPER Afe T -559 P.007 /008 F -720 • Arms are on page 32 -37 Poles are on page 38 -43 PM POST TOP MOUNT For OAL and GR3 /5 optic options only. Not available for reflector models, Slips over a 4 "/100 MM pole. Secured with 6 stainless steel set screws. 18.25 in 465mm ORS Quartz restrike controller and socket for a T -4 mini-cand halogen lamp, maximum 150 watt, HID only, Reflector models only. QL Socket for a T-4 mini -cand halogen lamp. Must be field wired to a separate 120 volt circuit. Maximum 150 watt, Reflector models only. 347 120/240/347 volt ballast for HID lamp /ballast. 347 volt only for 50 watt HPS. PMS Pendant mount with 48 "/1 220 mm and canopy with swivel. Stem and canopy painted white, Max, 45° movement in stem, EB70 Electronic ballast for 70 watt metal halide lamps. Specify 120 or 277 volt. Improves color rendition and lamp stability. EB150 Electronic ballast for 150 watt metal halide lamps. Specify 120 or 277 volt. Improves color rendition and lamp stability. AUG 06 - 03 11 :27 FROM - Olympic Associ: OAH . ,.'• • 2 x 4 inch reinforced hand hole PR4 & PR5 no hand hole available on the PR3 anchor bolt projection grout under entire base bolt circle: 4 locations 90 apart WARNING: Fixture must be grounded in accordance with local codes or the National Electric Code. Failure to do so may result in serious personal Injury. CAUTION: Poles should never be erected without the luminaire installed. Warranty is voided if the pole is erected without the luminaire. Decorative poles are found on pages 42 & 43. 3" ROUND AIuminum Pole for UCS only STEADY wMO 1 r oc' 1 rAciO4 BASE POLE•WALL WT OAH 70/91 80/104 90/117 1001130 PR3 4R8 -125 15 8'/2,4M 7.9 5.9 4.3 3.4 PR3 4R10 -125 18 1073.1m 5.6 BOLT CIRCLE: 7 "/180MM BASE DIAMETER; 9 " /230MM BOLTS ARE °A1" X 21" (16MM X 535MM) 4" ROUND Aluminum Pole RASE POLE -WALL WT OAH PR4 4R8 -125 19 8'/2.4! PR4 4R10 -125 22 10'/3.1M 11.8 8.6 6.S 5.2 PR4 4R12 -125 26 12'/3,7M 9,8 8.2 6.6 5,0 %we+ PR4 4R14 -125 30 14'14.3M 7.9 6.6 5.2 3.9 PR4 4R16 -125 33 1674,9! 6.4 5.3 4.1 3.0 PR4 4R10.226 36 1073.1M 22.2 18.5 15.0 12.0 PR4 4R12-226 42 12'/3,7M 18.2 15.4 12.7 9.9 PR4 4R14 -226 49 1474.3! 14.7 12.4 10.2 8.0 PR4 4R16-226 55 1674.9! 12.5 10,4 8.3 6.3 BOLT CIRCLE: 7 " /180MM; BASE DIAMETER; 9 " /230MM BOLTS ARE %" X 21" (16MM X 535MM) BOLTS ARE 1 /," X 24" (19MM X 610MM) for OAH of 16'/4.9! 5" ROUND Aluminum Pole BASE POLE -WALL PR5 5R10 -188 PR5 5R12 -188 WT 48 55 OAH 10'/3.1 M 12'/3.7M PR5 5R14 -188 61 1474.3! PRS 5R16-188 68 1674.9M PR5 5R18 -188 75 1875.5! PRS 5R20 -188 81 20'/6.1! PR5 5R12 -250 67 12'13.7M PR5 5R14-250 76 147a.3M PR5 5R16 -250 85 15'/4,9M PR5 5R18 -250 93 1875,5! PRS 5R20 -250 102 20'/6.1M +206 285 - 4371 7-559 P.008 /008 F -720 4.1 3.0 2.1 MTEADr wpm (ACTOR (1.3) 70/91 80/104 90/117 100/130 14.3 12.0 9.6 7.4 STEADY wDm^ -- 1 r- .CuST F. cTo (1.3) 70/91 80/104 9W117 100/130 26.0 20.8 16.0 12.6 22..5 17.2 13.2 10.5 18.2 13.5 10.5 8.2 14,5 11.0 8.5 6.6 12.0 9.0 6,8 5.2 9.8 7.4 5.5 4.0 27.0 22.7 18.8 15.5 24.5 20,4 16.7 13.7 21.8 18.0 14.8 11.5 18.9 15.5 12.2 9.7 15.4 13.6 10.9 8.2 BOLT CIRCLE: 101255mm BASE DIAMETER: 12.5 " /320MM BOLTS ARE W X 21" (16MM X 535MM) for OAH of 14'/14.3M or less BOLTS ARE 1/." X 24" (19MM X 610MM) for OAH of 1674.9M r ;117 1 17.1" SS - effi rg 51111101 Et 1:1 El Sli IlMil MI BINISEIMIISISEIStagill Itill tw CV= MI tumor NE4201 Uarrai LIGUR ; .Y E411 EAST ELEVATION SCALE: 1/8"=1 NORTH ELEVATION - DRIVE THRU SCALE: 1/8"=1'-0" SOUTH ELEVATION - ENTRY SCALE: 1 /87=1'-0" 4114,11 131 NOWA ZMEil ••• !MU/ fa olsorat M115113 '2111E/K21 Ram BE diell MEItt. ,..-AIHE EMI 6119111I I i MOM MIMI MOM! ■ - ---- Iiimies rani MANI MINI Urn WEST ELEVATION SCALE: 1/8"=1'-0" 111111,11IIIiiill11111111111111111111L2 z v0 • ARCHITECTURE ENGINEERING PLANNING kIMAGOe4T 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 RECEIVED art OF TUKWII.A MAY - 8 2003 PERMIT CENTER WIIMIRMEIM ATTACHMENT B 111111■MIMMIIIIIIrM rev • it OLYMPIC ASSOCIATES COMPANY PIN SILIW.I INTN'L BLVD. TUKWILA, WA COLOR ELEVATIONS 'as" W '0'1-2002328 1 WELCOME TO TUKWILA PROSTITUTION ADOPT HWY `- BUSINESS SIGNS BURGER KING DINE -THRU SIGN AND STREET SIGN SIGN SCHEDULE. 12 +24 11 +21 15 +75 12 +54 19 +52 17 +48 50' RT 4/' RT 37' RT 59' RT 50' LT 59' RT 1111111111111..... 1111111.111111", N 20 07' 073)1 BEGIN PROJECT U CHANNEL GALVANIZED POST U CHANNEL GALVANIZED POST U CHANNEL GALVANIZED POST 4' W000 POST STA 1QZ +53 1• + 901 9id_t by at BMR. C -I, Lk..444.,VA IB4N (S 1) 961 -7151 STA 111 +35 CN TWO MAY I TURN UNE 12.5 UNE E 17 +50 .5' P.O.T. han • SEE CITY OF TUKMIIA SW. DWG. RS -14 �.,.i W 111.1 LL1 L I 1 I �.<7 4' WOOD POST PACIFIC HWY S. STA 10 +00.00 =S• 152ND ST. STA 100 +00.00 SR 99 MP 20.66 PUBLIC WORKS DEPT. —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING— T. ENGIN EERING— STREETS— WATER — SEW ER— PARKS — BUILDING— T. 23 N. R. 4E. W.M. WATCH EXISTING SEE LAD DETAIL A ik E . ET C5 I IIIIII�II(II1 . Inch .. 1111 ,?; I II I I I I111111_IJ.11.1 I I I I I I I li.I l i LLW LiJJl 4 A WIDE W7DE U ( �7 NO UNE ' LT.) f \` BEGIN TAPER (5 RT.) TYPICAL CROSS SECTION Iw .. 1.1.1.111. CROP Federal Aid # P— STPUL— TA96(097) Project # 91 —RW93 WA CH TUKWILA INTERNATIONAL BLVD. (SR 99) SCALE 100 150 A 1 +40 WATCH 1111111 T(1 � , 11 1 111, 1 11 11-111 11 1 I111 111 41 111 I I ! 5I ...I 61 IIIIII 11Ill�lI, 111I I II111111IIIIJ. IIIII IllI III IlIIIIIIIIiiiiIiiii1 __ PAVEMENT STRIPING LEGEND: Ol METHYLLIETHACRYLATE STOP UNE (SCUD WHITE 24 WIDE). O METHYLMETHACRYLATE WIDE UNE (SEE WSDOT STD. PLAN H -3o DETAIL A). O PLASTIC DOUBLE YELLOW CENTER UNE (SEE WSDOT STD. PLAN H -30 DETAIL B): .®PAINTED TWO -WAY LEFT TURN UNE (SEE WSDOT STD. PLAN H- 3o'DETAIL, C). O RPM LANE LINE (SEE MOOT STD. PLAN H -5d). © METHYLMETHACRYLATE CROSSWALK LINE. (SEE *500T STD. PLAN H-Sc) 0 MEfHYLMETHACRIMTE TYPE 21 TRAFFIC ARROW. (SEE WSDOT STD. PUN H -Sc) © MEflYLMEfHACRYLATE TWO TYPE 2L TRAFFIC ARROWS. (SEE WSDOT STD. PLAN H -Sc k 14-30 DETAIL E) p METHriMETHACRYLATE TYPE 2R TRAFFIC ARROW. (SEE WSDOT STD. PLAN H -x) 10 INSTALL PNNTED YELLOW TYPE C CURB (SEE WSOOT STD. PLAN F -2) 11 INSTALL PAINTED EDGE UNE @ INSTALL TYPE I TRAFFIC ARROW (5' LONG FOR BUSINESS TRAFFIC) TA V *\ 0 ..__.mv _... SR 99 MP. 20.66 TO MP. 21.62 TUKWILA INTERNATIONAL BLVD. KING COUNTY JULY, 2002 A 110 +00.00 CHANNELIZATION PLAN F 0 H H U .>a it•:3l}�.i$�.'� • cam - ��:�'_'._r�`- wwwa, °tR: gg yo gg�� • ii I • rk: P. \i000f Vo770 \ww, \w750»OLeq oa.lr.r. 02/04/2CO3 14:21 Soft 1.20 M.W." !Mc FwuE. 3 a t& 1 s Rg ..q S his ; st la gl x g - g 5 x ! v a R 5 Pi 5 1 a X ; I p ®r z»aQODu'i 3- WI/ 9"PM Oh" Me r m m z i Cip 0 0.1 0/ "min .. F /n . .1.14/ .r,,,,, v vekfty y s ig o urko MI —I i Z I 0 tr a m £c m . 1-011111111 N salE � x a x x1 1 11 qt ' �� x xx x Ppp a x !" J r � � ; Q x i p 4 11 1 4 1 1 $ Q � a x III Its l II- i!sil O PO IP" � R 9i • Job wNINN 10750 Shed sG H 0 6 -''k0 EHGt1z46 18215 KENT, WA 98032 72ND AVENUE SOUTH Z (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING , !AND PUNNYIG. SIJHYEYYlG. ENVRONYENf SENVICES scolc Horizontal N/A For PROPOSED TACO BELL 15036 INTERNATIONAL BLVD. TUKWILA, WA 98188 N. ` DON L• G'C. ��.. N..W,n Titles - ALTA / AGSM LAND TITLE SURVEY PORTION NW1 /4 SEC. 22, T23N, R4E, W.M. CITY OF TUKWILA, WASHINGTON EAST ELEVATION SCALE: 1 /8 " =1' -0" NORTH ELEVATION - DRIVE THRU SCALE: 1 /8 " =1' -0" SOUTH ELEVATION - ENTRY SCALE: 1 /8 " =1' -0" J !:. Inch,: 5 1t;.:; sl• vI eIt`: z II ( IIIII.nn u ill. Iiiiluiil nil ih °i`,lnli WEST ELEVATION SCALE: 1 /8 " =1' -0" 111'tI I : I I � LI I: ` i I : I I I I ' I I I I 5 6 6r . I , I L ( ( S � q ! { � E�si (' I Z` ( C Ww IIIII,IIII DI!I-l4.11 Il,IIIIIII o lJjli, IIIIII'll IIIIIIIII. mull; Iljlilll_I IIII _._ . I •1 ARCHITECTURE NN EKING r ENGINEERING PLANNING 701 DEXTER AVE. N. If SEATTLE, WA. 98109 (206) 285 -4300 Ailla 1111411 PIZ 1111110 OLYMPIC ASSOCIATES COMPANY 1503e INTN'L BLVD. TUKWILA, WA COLOR ELEVATIONS RECEIVED FEB 21 2003 COMMUNITY DEVELOPMENT 1111r11■111 ■11/111r11•11• =11111.9111111■1•111M ,I -M ' •0'142002320 ••• • - • .",‘ • ^ • .• • •.• . ................ s •• SOUTH ELEVATION - ENTRY SCALE: 1 /8"7 1 ' 79 " WEST ELEVATION SCALE: 1 /8"= 1 -0" 11..:•1;h1 • NORTH ELEVATION - DRIVE THRU SCALE: 1 /8"= 1 '-0" 1 I I .1.•• ' • • • I • . ..... • iF ARCHITECTURE ro i 1 ENGINEERING PUNNING MANAGNENT 701 DEXTER AVE. N.MI SEATTLE, Wk 98109 (206) 285-4300 15036 INTN'L BLVD. TUKWILA, WA rts).)a.Q. I I 1a103 pur■unrmis PLR WOW OLYMPIC ASSOCIATES COMPANY COLOR ELEVATIONS • " 4141 wu vr"2002326 U S PROJECT STATISTICS WATER COMPANY : KING COUNTY WATER DTSTRICT•i125 , • .. SEWEW COMPANY.: VALVUE SEWER • • • .. . 'LANDSCAPE AREA : 6,659 SO. FT. . • • . PARTON° ' CALCULATIONS: ' • • • ' 1 STN.L / 50 S.F. O USABLE FLOOR AREA 2,796.S.F. USABLE FLOOR AREA ' ' 2,796 / 50 . 55.92. STALLS • REO'D. . 56 STALLS PROVIDED . • COMPACT • STALL . (3oX • AJ-LOWED) • 16.11 LLOWED • . . • . 10 COMPACT STALLS (11'2116') • . • ' 19. MEDIUM STALLS (6.5'x19 • 24 LARGE STALLS (9.1119) • 1 ACCESSIBLE STALL (13'09) • .. • ' ' '2 VAN ACCESSIBLE STALLS (16x19) . , • . 56 STALIS TOTAL . . • . • • " MN. 2 BIKE PARKING - 6 BTKE RACK PROVIDED • . (I) 1Cex.10 TRUCK LOADING AREA PROVIDE -PLEASE SEE . ' NARRATNE PROVIDED REGARDING THE TIME OF DELNERIES. • . SITE PLAN NOTES . 1. NO CONSTRUCTION OR FABRICATION SHALL -BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY . REVIEWED ALL . PLANS AND OTHER DOCUMENTS APPROVED ey ALL. OF THE PERMIMNG , AUTHORITIES.. • 2. ALL WORK SHALL BE PERFORMED' IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE ' • REQUIREMENTS AND STANDA.RDS Of THE LOCAL GCNERNINC. AUTHORITY. THE SOILS REPORT MO RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE •REQUIRED CONSTRUCTION DOCUMENTS AND • TAKE PRECEDENCE UNLES•SPECIFICALLY NOTED OTHERWISE ON THE PUNS. THE CONTRACTOR SHALL NOTIFY THE.CONSTRUCTION MANAGER OF NAY DISCREPANCY BETWEEN THE SOILS REPORT & PUNS. ETC. . 3. • DEMOUTION/SITE . CLENUNG: SEE ,STTE DEMOLITION PUN MD GEOTECHNICAL REPORT FOR EXTENT OF SITE ' DEIAOLMON. THIS WORK SHALL INCLUDE REMOVAL OF ALL DUSTING PAVEMENTS. CURBS (U.O.N). UGHT POLES • (INCLUDING FIG'S.) VEGITATION (INCLUDING • STUMPS). U11L11ES '(NOT OTHERWISE REUSED) OR. OTHER • SUBSTRUCTURES AS REOUIRED FOR NEW MGTRUCTION. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS & SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT • REFERENCED IN THIS PLAN SET. THE CONTRACTOR ' SHALL BE RESPONSIBLE FOR REMOVING & REPLACING NI SOFT, YIELDING OR UNSUITABLE MATERLALS AND REPLACING WITH SUITABLE MATERINS AS .SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AND MOISTURE CONDITIONED AS SPECIFIED IN THE SOILS 'REPORT. CONTRACTOR SHALL SUBMIT A COMPACTION ' REPORT PREPARED BY A . OUAUFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE ' WHERE THE WORK IS PERFORMED. VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WrtH . THESE PLANS AND .SPECS. AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. THE. A.LT.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS THE G.C. IS RESPONSIBLE FOR . • LOCATING IMPROVEMENTS PER THESE• PUNS. . • . . • 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PUNS ARE EKED ON FIELD SURVEYS AND LOCAL warn' COMPANY RECORDS.•R SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO • CONTACT THE • APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE MD TO THE CONTRACTOR FOR DAMAGE AND • REPAIR 70 THESE FACTURES CAUSED BY HIS WORK FORCE. , . 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR . TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTOR MANAGER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, . FOR NECESSARY PLAN OR GRADE CHANGES NO EXTRA ' COMPENSATION SHALL BE MO TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS • • OR GRADES SHORN 1NCORRECTLY•ON THESE puois IF SUCH NOTIFICATION HAS .NOT BEEN GIVEN. 8. SEE CM. PLANS FOR ALL WORK IN STREET RIGHT OF WAY. STREET USE. IF APPLICNKE. AND CITY ENCROACHMENT PERMITS TO BE MIMEO AND MD FOR BY THE GENERAL CONTRACTOR. -9' 9. . REFER TO. D'NG. E2 FOR SITE ELECTRICAL REOUIRLAIEWS AND PHOTOMETRIC PUN. . • NI • ALL ON-SITE PAINTED STRIPING, LETTERS AND TRAFF1C. SHALL BE - EPDXY TYPE 'TRAFFIC PNNT. 11. PRIOR TO sueurniNG BID AND INSTALLATION OF WATER SERVICES C.C. SHALL CONFIRM AVAILABLE RESIDUAL AND STATIC WATER PRESSURES AT • STREET PONT. OF ' CTFNECTION. ,C.C. SHALL BE RESPONSIBLE FOR • 'NOTIFYING PROJECT ARCHITECT/ENGINEER OF AVAILMIX' RESSURE.• . .. ' ..- • KEY NOTES: : • g . !� 215 f§ g � � ; E w I kd 1 6 n i +�j�5 F �! y� F C k k . W Fp NOW H M gi 3:i / I :3 05 / n 353 5 M # 'F oR 1 G 10i 0 0 0 0 .0 .000 ® 0® © ® ® 0© ©© ®© s ig I g . I 1� E : x a 2 a 2` R (Fs ilk 1 I 11 Ho :g 4 g O 0000 9 90 00y:3 00000 0 00 00 0 00 I PO, el ft TO I. 4:4,41. ll 1 ACce:14•4 RaCir. 4144• 411.11 A .C* 9.1.4. 911. im 0. 1.4491,04 - 7 . I I / 1 C I 1 Ai 1 4 . /1 ill'lig" I I / I , . 1 3 7 : 1 1 I . 1 1 Z I I 2 • / I .. . / I v) i • i , I i . i • / .y / • i .• • . / 'i '• / / 1 / • / I • / , I. • I. 1 / / I / / / J I / / • I / EXISTING SMELL SERVICE STATION • WOWS' a 2110 . :::::::?;.:;:?• : :::* : : : : : :•!11, :i:lbi. riA!!!!!!!!!!1EE,EIMEE!!!!!!!. -...,,,, . • 0 , inu a 2 1 0 -0 . 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SEATTLE, WA. 98109 (206) 285-4300 Alla • OLYMPIC ASSOCIATES COMPANY 15038 International Blvd Tukwila, WA 98188 SITE PLAN 01.0-90 SOW WI' wpm 1 tEtEti- —NWIMMILS6— saw or sr mom .141-es 110M181 MINCOMM MC 1111901 MI Mb RECEIVED IJAN 802000 co Sc 0 P Y R I G H T• NV...7171 WW1% ft '"' IMIN■■■ ' mot ‘1-16-at Wg "Xf 2002328 A0.1 • 7044 IT., WA Nowa Rix.. \( ` ` s Niaii n e y' J 4'_0' ELECTRIC)/ SERVICE a WO . ) SLOPE SCOW MS • • k A . WROALPROOF _ (( IRt6P 701 UK) M le' Mr. TRIM 10 CW NNLL . .. ... ' E'! AR AT TOP OF WALL • TOE r - GROUTED . OPENING l iii tAGur W � LINTEL. . COURSe a � . pOgx : 3 �. .. ` ��v.e� (2)1 4 CUNT. OP //" SPLICE r -0 �. • - r� - ' °YERiLOw SCUPPER ///- ��-''' RED ROO pWl . .' WAIT • / w/ 3' ABS FOR COIN R . . Are , TO ORM OErstEN ; MELT SOME ! 'TRASH ' V . ENCLOSURE MID 10 DRAIN A AT FRONT.CUENCLOSIRIE• ' \ A% p1 STEE L' eOUNq (tYP.. a A PER 12/C2.1 � RUER TO OYL : FOR LOCATION OF CATCH 111111 CONN[CI[D TO atEASE'NTDIOmraR ( ' PROYIOE • • ...:�. .•: : y 'f 3' R 1'p ROOFRNS s'SYSTEM SYSTEM • • • . ::• .' ' I 1'- • s' -o !' -c' I • .,. 4 IIORL Corn • 10F IT BOTTOM .. - TRICTURE • ALl COOK KO MOUND comma rec.) NC . . • , 'tom . NOTE; . PM O TYPE I USE E 1MFF1C PLANT OWE) EIE) . 0.4 -.+.• .-.. .. • • (Yl / / ` BOLlAft05 EA 10 ALLOW raft TALS 1' . ORMI° of ( •• • Y •. �; EXTEND r-0' OPENIN • I Li= SPECIAL INSPECTION REWIRED' ON .. RI (ryp �& pe 4 VERT • 24' M0. PIIOYUE . Of N1 OPE I S. ! • JAMBS' ' SOLE GROUT ALL CELLS .: (200° PSL) _ . )EA: A �� . : : I ... S�' � COPING � R 1. X 1 N N DORS SWING DR. HDR. Nss. 13 JJ PAINTED TRAFFICROW PI 9 TRASH ENCLOSURE ROOF PNT /4-1- A • ' }}y3/�y1w • lLLOO61NrAlINN a / a � I a a FA J .. . .. U s a ir 1, I i ii . DETAIL 1. BOUND. .' • 4 L WC O.C. AUSNl • ( M.u. : RONMAKINC .. CURB AT NtERIOR � 1 GROOVES. MM. 0 ,r 0 1 15M a TY 4._D. . • 3/4. ac. : 1/4.. • ~� :'::: .., a , r • . "•' :•.. �A�"'.. .. u FI Sy I j �� '� ' U .OBIS �• 2i now R: • I. .� 4 .. 12-0 J , _4• ... LL °I=' LL, I 7 I ar •• •• 6 CONC. SUB (SLOPE - IXTOORAN)W //4 . • 12' 0.0 EA NAY, 1 I ORRR 6' AMR. N.SC PLAN VIEW Y.O. . GROOVING DETAIL N.T.S. 2 t2' NINE 1/4' DEEP a t /4• MX SCORES N CON J /!' O.C. • • •TOP OF RAMP SEE 2 /A0.! RIMES SHALL RECEIVE A ROUGH BROOM OEM OEM • WHERE RAMP ABUTS LAIDSCAPa1G I 4 CANE' 0.C. (4).14 000NT.. 1YP. 1.)(' NN. CONCRETE FRONT OF 1 /,• -t• -0' A �� r- o-xs• -6. 16 CA CLEANED.. .. .P P S TAL G ABDG( (J.. T, A% 1/Y OIA x e LAIIG 'COLONY BKRF•, SEM GLOSS), !wawa. eat. NUDES. % y W . . � . H CON) M • % TYP. TYP. DIAGONAL Iova FILN DOOR MEN .cCuRSE © IYP. ' I © T�•SEE ., moon slim M.11 FOR EM. FISH COLOR SCHEDULE sx6xI,4 o POST. .. 7YP. FOR Two, 6BOlLARD. TRASH ENCLOSURE SECTION 1/2' -I' -O 6 EL1o. P TOP OF N/S CMU WALL 1 ' - -0 ' 10 ‘ MN anc33x I 1 wx I . ) Q' IL1a0C:7flU .. la • r 0.G e i : p "�. i ,. ' Y -z' 4 COURSE � � � . ... , .• SLO • :.. Q B.O. UREL _,a 1e -0• ® • r . -s - rpm • .A-S ..0 •. . .. ... ►::: ` I AP ►.0 A 0 0 • 11. 1 &CA L. 0 ♦O ♦ 000 . X /44 0 4 4 rs�iQ PEN. SM. NIRIE SOSA DF BOX 1590 BCKGROUNO 141111,111 III )nF ,lIII1 1 1111 Il I Il IIIIiIIIIII II III 1 i 1 1 I IIIiAIalI111,�II III III ill' !IIII ir: I IIiiIII tIIIIIIIlII1141I IT ,• I © 0 _ \ ' , !- , I IIII� , i.L . VERIFY FSLOPESMT RA P • n r s lvaa % L... \ `. //, % d t MWae � � j arl' a/e . / N OqR. M % j • ►�1 "∎ � � �' �... • � O 4 k. . .'TAP *. . . . �� DEPRESSED CURB RAMP 3 /e- 1 -0• • rtvir 'FRONT 6' CONC. SUB w/ /4 ! /,20C 5' ON OVER 6'. NM. BASE. 1/2 x"t2 LONG CANE' scut " • FTC: w/ (14' . MP ! MON. nanny nanny CMU. BONN k STUCCO 70 YATCLI BU .. IOIRERSDE CF ROOF • E -C MMM ALLOW EN01101 '70 COAT • DING ERRING ERR CEMNICE. 'I�.'l.. FINISH r . .. " FIFER CANT .. . 1 - . ' . .OTC cor' y+ CONT. CLEAT w • TWIING 5 A • METAL C PING OVER • BITUMENS • WRAP sEAL r . r 'CANT l' -1I Euw.7 UP CLASS Y -0' • 5ULL '. .. - PARKING ACCESSIBILITY SYMB. 3/4'- 1' -D'1 7 " (EA GATE) AS SHOW . OPEN 5 YD DUMPSTER • a NT ELEVA 1 N ......................41% • 1 A. x e'awm. BO .1-o TOP OF E/W CMU WALL 1' -1' -o' 1.1 C1(5a&G1EASF""E°DLn . A x 12' CNC BOLT 1/2' DI • 4v ra e ow. W / cam* f ' . Dom a NDIMUI SSN '9018 NO .9[ + am 1 . �4 twRr aAAts • . (EA. GATE) .. MVO EID CELLS .. flat1l0. oN ALDYN°Y SIGN RCGFING. - ... - - . 2 ` L , 1/21 1 1/2' x J/ e t y � - =_ . W" MIN (h N Tons .. i /r. ' %M?A � I r 3u�o,fr t - ' . 2 R P( a TO POLES PIPE SLEEVE p I . M GRADE .. I ,. , : ;.;.,.� �.;.; .. ... % .� • • �D7 � 1 C Y r. G PPE KM OM .. I 2 TO POLES ..' PPE SLOW I to // / �� /./ i L /. / .1 Z 1 i' 11 STUCCO new To h n , .r .� • •ref "^ � TAPERED 2a r.o. CMU % ROOF . JOISTS EATED CONTROL A PALATE 10; JOINT IPCMU I A T TRAFI BIA.OING • MATCH s a 2' 1.5. inUE w WNg1ETE IeE s! Mill L MAIM m..... • . u�a 1U313 r MI. � � rr ':.:.6� RA wax ' II VM ACCESSBLE SEE CLUE P1 I1 Q C. l .t . BIM( LETTERS ON ( C I C7FPLY r/ CN. MAN L • COD + R -ton t , !1 e' L I I PAR PER SECTION 0� • 1' X to CA METAL DECK .. IrIIOAI • % 4 4/ e' CMU Imo' _ NOTE: ' LErtERNC ro BE ,' IMp SPACED 17 /te' STUCCO SYSTEM . FINISNED TO . MATCH BLDG. . (GATE Il GREASE Frrnmo : ( 3 W AGES TO GTE t. POST 'x 4'x I/4• MEIN. NW 1'- 0 6: M FRAYE 4 SUES EA COTE • • JAMB DETAIL & TRASH GATES • c POS FOOTING DETAIL .. am , II �° a' 7 7 FM. IN SPACES r/ _ o � In . APPROPRIATE S MUST BE AT SITE ENTRANCES • a Ass _ _ t - ti t Y - 1 - D' . DUMPSTER ENCLOSURE DETAIL • AS NOTED 1.1 OW 'AWAY SIGN • N.T.S. 1 12 ACCESSIBLE PARKING SIGN N.T,S. 1 '8 TRASH • ENCLOSURE PARAPET 1 /2 1 ' - O . 1 4 ' I : I I ( I I I I r11_ I. I> >7 :" I I I . I I .� ) I I I I -I I I I I I I I I . I l _. • Y (' I rn I I I , 4 I L r 1 - Inch " • 1116 `.11 v L' 0,:11 �1 I:I:I:LI '911. .: . £ It Zl �` .: FT�I n ,ra r8:gr e ....'(� ' ;' 9 s1,. q e r "" Z WO IIIII1 [1111.lI1II.11►IIU.IIIIIIII. 1111111 . 11ili10111.1Iii.11. I iiiiI11 ll1..111 VA!!! 111111 IT 11111111.I1111,IIIIi EIII illlii iiiiilnii 111111TH ARCHRECLURE ENGINEERING re 5 PLANNING VANAGEMENf 701 DEXTER AVE. Ni 171.E, WA. 98109 (206) 285 -4300 Alla OLYMPIC ASSOCIATES COMPANY A MOO MY 1608$ INTN'L BLVD. TUKWILA, WA 88188 SITE DETAILS KIPS Iw.w 111111141, 04.21404 PIWCWIIMITS RECEIVED IAN 30 2' • C 0 P' Y R I G H T M ralM rwr r.r ra.ra.a�rrN aAq Mao' mac Tom 2002328 KIOO A0.4 NO M 601Ia ROF VIM e olL O sue .4 0 4 -1 0 . P 4. 0V O . U - GH * T awn .r • nu-1 RTU-2 ' KFC SERVICE COURIER RTU-3 I I.. DINING PREA T.O. WINXV .LONGITUDINAL SECTION ve SECTION i/4-v-cri XX PEDESTRIAN PLAZA: 325 SQUARE FEET PROVIDED 525 $QUARE / GO • 6.75 SEATS OR 17.6 LINEAL FEET 4I'LIGHTED DECORATIVE BOLLARDS IIANUfACIURERI LITHOINA LIGHTING MODELs ICRSO - IN DIAMETER, 42 TALL COLORt DARK BRAME . . . I PRCA/IDED , KaNUFACTURERt THOMAS STEELE I . MODEL! VERTICAL STEEL STRAP TRASH RECI1PTACLE • 3 PROV _ _IDED „. MANUFACTURER CREATIVE PIPE,, INC. . MODELt 13•E-P • • • . • • • • • , ■ . • • • • • • I i I Inch 1/16 ; , s1,, v'TL3 • • " • • ••. . , . • • I , I 1 11.1 1 I 1111111111111111111 Ili' nil 111 11.1:1111.11.1. . . . • : ,•••••'' • 11Sj I. ARCHITECTURE ,... MANAGEMENT ENGINEERING PUNNING 701 DEXTER AVE. N. SEATTLE, WA. 98109 A ......„1 (206) 285-4300 MI= O LYMPIC ASSOCIATES COMPANY 1508 INTN'L. BLVD: TUKWILA, WA • 98168 1 w .-31 Ma Rit Wit RR le B OMR JIM 1/4•01* Rat lath SECTIONS & PEDESTRIAN PLAZA PLAN ••CO.P.TRIGHT• m. 2002236 A0.5 Rat WI U WHITE o © _ ® o o- 11- ifig laaa aana1111! as ■► a MI MIN IaaaaaaaaYaEaaaa lllaara aaaail ■aa�naa■ 1 ■1 =s ._.. �..■ 1 M • . b• 1■ ma ■■■ 0.••••i•••a riaau.a•�a�a���ialnmaailsaaaaa ■ ■ lauaa a,aa maaaa aai ■■aaaaaaaaaaa�■■aaaaaoaaaaa■ ( 1a7a ■aUU IaaaWOMMO iaeaaaaaaaaaaanlaaaaaaaaaaaaa 1.... N I. ■ Egi linaaoaaaaaaaaaaaaa . . TYP. TYP; TYP: TYP. 0 0 U SOUTH ELEVATION t /$.I• I A ,ELEVATION' NOTES 'MISCELLANEOUS . I. 0 CSEE SHT. ALL, . DOOR AND WINDOW SCHEDULE, . FOR TYPES, DIMENSION AND ELEVATIONS. 2. AWNINGS COPULA NEON SIGNS AND LIGHT BANDS SUPPLIED, INSTALL BY OWNER'S VENDOR UNDER SEPARATE PERMIT. GENERAL • CONTRACTOR TO PROVIDE ROUGH ELECTRICAL AND MAKE FINAL CONNECTIONS. 3, ALL EXTERIOR PAINT TO BE SEMI GL05S. . 4. PROVIDE ANTI - GRAFFITI COATING (PER SPECS SECTION G'%4) , AROUND ENTIRE BLDG. AND TRASH ENCLOSURE. COATING TO EXTEND FULL HGT AT TRASH; UP TO NO' -i' GN MAIN DWG.: FULL WEIGHT ON KFC TOWER. . "WERIOR PLASTER /REFER TO SPK'S SECTION 09220) I. 7/3' PLASTER OVER 3.4 LB./SQ. 70. SELF- FURRING GALVANIZED METAL LATH OVER 2- LAYERS, FACTORY'APPUED GRADE 'D' GO MINUTE PAPER. FINISH COAT TO BE TO BE 100%. ACRYLIC BASE TYPE USING MFR. APPROVED BASE PRIMER, ' 2. LATH, OTHER WAN AS SPECIFIED OR AGREED TO IN WRITING BY THE OWNER, WILL BE REJECTED. AU. FASTENERS SHALL BE GALVANIZED. 3. COLD JOINTS WILL NOT BE ACCEPTABLE UNDER ANY CIRCUMSTANCES. 4. PLASTER FINISH SHALL BE 'SMOOTH AND AS SPECIFIED BY THE • STUCCO MANUFACTURERS ASSOCIATION, MACHINE APPLIED. 5. MESH AS SPECIFIED SHALL NOT OVERLAP OR BE CONTINUOUS AT CONTROL JOINTS. A. MESH OVERLAPS SNAIL NOT COINCIDE WITH PLYWOOD JOINTS. 7. SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN THE HORIZONTAL . DIRECTION. S. INTERIOR DRYWALL SHAD. ALWAYS BE INSTALLED AFTER BUILDING HAS DEEM 'DATED-IN,' BUT PRIOR TO APPLICATION CF STUCCO - UNLESS DRYWALL IS SCREWED, NOT NAILED. IO:PROVIDE 1003 ACRYLIC EXTERIOR PENETRATING SEALER OVER ALL HORIZONTAL PLASTER SURFACES. • SEALERS (REFER TO SPECIFICATIONS) ' • L SEALANT AT ALL WALL AND ROOF PENETRATIONS. .2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL • AND JAMB. • EXTERIOR FINISH SCI- IEDULE • AREA/ITEM KFC TOWER LOWER PLASTER TRIM BAND (ABOVE WELT) GSM PARAPET CAF UPPER PARAPET TRIM (BELOW GSM CAP) ACCENT BAND BELOW PARAPET.TRIM• GENERAL WALL SURFACE • UPPER WALL PLASTER TRIM BAND WAINSCOT BASE DOOR AND FRAM! GAS METER,ELECTRICAL SERVICE . EXPOSED UTILITY. PIPES AND CONDUIT LIGHT BAND NOT USED .. TACO BELL PLASTER ARCH TRIM BAND PAINTED PLASTER • TACO BELL PORTAL: BOLLARDS 2 3 4 s 7 9 SHERWIN WILUAMS (5EM1 GLOSS) SW 2201 'COLONY BUFF' SW 2201 'COLONY BUFF' SW 2201 'COLONY BUFF' SW 1553 'CABARET PURPLE'' SW 2207 'COLONY BUFF' SW 1105 'TORTOISE' EW 1105 'TORTOISE' SW ICAO 'CRAFT BROWN' ' SW 2201 'COLONY BUFF' SW 2207 'COUNT BUFF' 9W 2201 'COLONY BUFF' SW 'SAFETY RED' SW 2123 'WHITE' Si 2323 'MAJORCA MELON' SW 'SAFETY RED' U U El Q sels ss RIB _ ; I 1 1aa.oa�aaal �UUlni " JD "' ©� UI E.,4r.. ivauui••. ' ?t c � � l i aa �ul i ' m Iaaaaaaaaaa■ 111aa71lla■ JlaaaMalIII i.11■aa•i.pil milalaaa�1 lipmE1CIaaaraMaamaaaaaaaa milr �� RED 0 d 0 a.. MUM 1C'...r 1■ Earl El U El TYP. TTP. TYP. TYP. © . © O 0 EE SHEET ALI FOR WINDOW SCHEDULE 0 Ea U D�EL . — .. 411414—/-4A-RA- TTO. PARAPET $'D/T TOWER PET T) T LIGHT AND EL. 17-4'' B.O. Of D/T AWNING t • TRIM BAND 4 TOP OF SW EL 2i'-5' TOP OF KFC CUPOLA In EL. 20' -T T.O. KEG TOWER NEST ELEVATION B KEY NOTES GALV.. MTL. COPING - PRIME / PAINT IN FIELD. SEE DU. 2/A7J RWL TNRU FACE OF CURB:• S!! DETAIL 8/C2,1. ' EXTERIOR PLASTER WALL FINISH, TYP. - SEE PLASTER NOTES THIS SHEET GALV, MTL. OVERFLOW SCUPPER - PRIME AND PAINT IN FIELD. SIZE IN ACCORDANCE W/I.00AL REQUIREMENTS, TO MATCH ADJACENT SURFACE . REFER TO DETAIL I6/A3,I. CONTROL JOINT -TO SE CONTINUOUS ON WALL • PARAPET (TYP.) SEE DET. 5/A7.I • SPECS. . UPPER' WALL PLASTER TRIM BAND. SEE. DETAIL 10/A7.1• PAINT ACCENT SHED DETAIL . 149H412'W LOUVERED TOWER VENT TYP. AS NOTED ON DWG A3. REFER TO DETAIL 3/ A3.). .PAINT TO MATCH ADJACENT. SURFACE. 'J WALL L SEE DWG. A2 FOR SINKING AND E4 FOR FIXTURE TYPE. - SEPARATE PEERMITU.VVERIF( • INAL LLOION W I OWNER •E ELECCTR IC ELECTRICAL ROUGI4 -IN AND CONNECTION BY G.L. " 10 ILLUMINATED VINYL AWNING - SUPPLIED • INSTALLED BY OWNER: ELECTRICAL. ROUGH -IN AND CONNECTION SY G.C. , 'IQ HOSE BIBS, REFER•TO PLUMBING 014G5. .. .. 12 PLASTER CORNICE TRIM SEE DETAIL 2/A7,Il PAINT. ACCENT BAND PER DETAIL IS/A1.1. 13 CO2 FILL BOX (VERIFY WITH VENDOR) 141G11 BUCK PHENOLIC STREET ADDRESS NUMBER. SUPPLIED AND INSTALLED BY GC, 1 4' NIGH PIPE BOLLARD (SHOWN ON A4.1) 2i Ii c. I 1 I1ac.� T,F VI AJPA 4UPPUED AND INSTALLED BY OWNER 27 NOT USED . IS ELECTRICAL MAIN NL ARD, SEE GEAR. LECTR DWGS• TO BE FINISHED CD PRIOR CDI CMU SILL / CAP. SEE DETAIL i /A7.I A PAINT ACCENT ® LINE OF ROOF BEYOND. ' .. 21 NOT USED. ' ® N i E L OLL D IN GC ( TC ER, (CLUE NEON BAND) SUPPLIED AND NEON LIGHTING BY I GC. (FR W ,2 (PURPLE NEON BAND) SUPPLIED AND CD LIGHT BAND, COLOR 'RED' (SUPPLIED • INSTALLED BY OWNER). ELECTRICAL ROUGH -IN AND CONNECTION BY G.C. d PAINTED PLASTER WALL FINISH • KTB PORTAL, PAINTED TACO BELL ARCH PLASTER TRIM BAND. GAS METER PER GAS CO. REQUIREMENTS. NOT USED. . . HANDICAP SIGN, POSTED IN ENTRANCE DOOR, S' -0' AFF. /SEE i/TI.I ® 12'%12' GSM ACCESS PANEL FOR NEON TRANSFORMER: COORDINATE LOCATION WITH NEON. INSTALLER. PAINT TO MATCH ADJ SURFACE, 31 REFER TO GRADING PLAN FOR PAVEMENT ELEVATIONS. X32 SINGLE SCORE CPN BLOCK . 11111 Inch 1/16 I111111i. U11IittitW1iiiiiIi111 .11111l11I11111II.Iti. iIIIIII11J_IPIII1111 I'II Iii .I`�I Tji I'J I)1.1�I' f�`hI'j 1 "IjI 1II_iI�I 3I I � . 4 . 5 I I 6 I'IiJ1 111 i)�IIIIIIIII�IIIII_.: ARCHITECTURE r ENGINEERING PLANNING MINIAGEMIENT O 1 701 DEXTER AVE. N. li SEATTLE, Wk 98109 (206) 285-4300 Mill OLYMPIC ASSOCIATES COMPANY KFC /Taco Bell r R 15038 Intsrnatilonal Blvd Tukwila, WA 98168 MINI R.ta NMI - A4 SOUTH & WEST ELEVATIONS 11 -11-m m m 109 IR-1/F uIIOI. -was— -L3ra RIII 11 -eNI aA.aS -53 st ra area r . Q �i F i NI i rr a ■/1 � 1. r r. i r VIII GIs a i POI w r ~ s 4141:0 : .IRl1 11 -Il-NI IfAL 1 /4.I' -O 2002236 RR WM RR 1.t :::II ��I�I_ iii -. • ' ...I�..........i. .0 I•i...■...i I iiilliiiiiiOi ■ o.. .'' ...... �I...■...........■ ...i� ..............m..�1......■ I.i.......1 i ■..If...■ •.1111.51 . .■ iiiis" �1 ................. ..It. ■............�..�I...1MCIP 1.........1 �sA;�....... ■.� I......■■........ ...I� ..............�..�IY�wI�.� + �1 :11112111•111111111111111111•1111111111k1 ■1' Ili.■ is ®i�■ ������777 llltrl ..��liiiiiii�'mm.m,,,. ∎m.. ■. 11111n1•11. >1..••• ... .13 11 ■..........111MIWII...........1 PARAPET TO SCREEN MECHANICAL EQUIPMENT. D 0 0 0 NORTI-4 • ELEVATION 1 /4' -I'—O , A ELEVATION NOTES TIISCELLANEOU@ .. . 1. 0 C6EE 514T. AI.I, DOOR AND WINDOW SCHEDULE, FOR TYPES, DIMENSION AND ELEVATIONS. 2.'AWNINGS, COPULA, NEON SIGNS AND LIGHT BANDS SUPPLIED, • INSTALLED BY OWNER'S VENDOR UNDER SEPARATE PERMIT. GENERAL CONTRACTOR TO PROVIDE ROUGH ELECTRICAL AND MAKE FINAL. . CONNECTIONS. 3. ALL EXTERIOR PAINT TO BE SEMI - GLOSS, • 4; PROVIDE ANTI - GRAFFITI COATING (PER SPEC'S SECTION 09964) AROUND ENTIRE BLDG. AND TRASH ENCLOSURE. COATING TO EXTEND FULL HGT AT TRASH; UP TO 410' -6'. ON MAIN BLD'G.c FULL HEIGHT ON KFC TOWER. DRERIOR PLASTER (REFER TO SPECS SECTION 09220) I. 7/3'. PLASTER OVER 3.4 LB./5Q. YD, SELF - FURRING GALVANIZED METAL LATH OVER 2-LAYERS, APPLIED GRADE 'D' 60 MINUTE PAPER. FINISH COAT TO BE TO BE IOOX ACRYLIC BASE TYPE USING MFR. APPROVED BASE PRIMER. 2. LATH, OTHER THAN AS SPECIFIED OR AGREED TO IN WRITING BY THE OWNER, WILL BE REJECTED. ALL FASTENERS SHALL BE GALVANIZED 3. COLD JOINTS WILL NOT BE ACCEPTABLE UNDER ANY CIRCUMSTANCES: 4. PLASTER FINISH SHALL BE 'SMOOTH SAND' AS SPECIFIED BY WE STUCCO MANUFACTURERS ASSOCIATION, MACHINE APPLIED. 5. MESH AS SPECIFIED SHALL NOT OVERLAP OR BE CONTINUOUS AT CONTROL JOINTS. G. MESH OVERLAPS SHALL NOT COINCIDE WITH PLYWOOD JOINTS. 7. SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN WE HORIZONTAL DIRECTION. B. INTERIOR DRYWALL SHALL ALWAYS BE INSTALLED'AFTER BUILDING HAS BEEN 'OWED-IN,' BUT PRIOR TO APPLICATION OF STUCCO - UNLESS DRYWALL I5 SCREWED, NOT NAILED. IO.PROVIDE 100% ACRYLIC EXTERIOR PENETRATING SEALER OVER AU. HORIZONTAL PLASTER - SURFACES. . SEALERS (REFER TO SPECIFICATIONS) I. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL ' AND JAMB. LOWER BAND. , UPPER BAND PARAPET AND ACCENT BAND DETAILS EXTERIOR FINISH SCHEDULE AREA/ITEM KFC TOWER GSM PARAPET CAP UPPER PARAPET TRIM (BELOW GSM CAP) ACCENT BAND BEL124 PARAPET TRIM . GENERAL WALL SURFACE UPPER WALL PLASTER TRIM BAND LOWER PLASTER TRIM BAND (ABOVE WSCT) WAINSCOT BASE ' DOOR AND FRAME, GAS METER,ELECTRICAL SERVICE EXPOSED UTILITY PIPES AND CONDUIT NOT USED NOT USED • TACO BELL PLASTER ARCH TRIM BAND PAINTED PLASTER • TACO BELL. PORTAL COLOR NJ,S, i 16 SHERWIN WILLIAMS (SEMI- GLOSS) SW 2207 'COLONY BUFF' SW 2123 'WHITE' SW 2123 'WHITE' . SW 1553 'CABARET PURPLE' SW 2207 'COLONY BUFF' SW 1105 'TORTOISE' SW 1105 'TORTOISE' SW 1090 'CRAFT BROWN' SW 2207 'COLONY BUFF' SW 2207 'COLONY BUFF' . SW 2207 'COLONY BUFF' SW 2123 'WHITE' SW 2323 'MAJORCA MELON' SW 'SAFETY RED' .4E Iq - -4' 'F TOP OF PA RAP 5 'F P) ' EL . I I6' -O' • 'r T OP OF LIGHT BAND 0 DEL 3' -O' 'r T OP OF TRIM BAND • I Q GALV. MTL. COPING - PRIME 4, PAINT IN FIELD.. SEE DET. 2/A7,1. 11 CD OIL THRU FACE OF CUIBE DETAIL B/C2.1. CD EXTERIOR PLASTER WALL FINISH, T. - SEE PLASTER NOTES THIS SHEET 12 Tr. 13 14 15 I6 17 IB 19 21 O GALV. MTL. OVERFLOW SCUPPER - PRIME AND PAINT IN FIELD. SIZE IN ACCORDANCE 34/LOCAL REQUIREMENTS. TO MATCH ADJACENT SURFACE , REFER TO DETAIL IS/A3.1. Q CONTROL JOINT -TO BE CONTINUOUS ON WALL / PARAPET (TM.) • SEE DET. 6/A7.I / SPECS. © UPPER WALL PLASTER TRIM BAND. SEE DETAIL 10/A7,1.4 PAINT ACCENT BAND DETAIL 16/A4.I. 7Q 14'41X12'14 LOUVERED TOWER VENT TYP. AS NOTED ON DWG A3. REFER TO DETAIL 3/ A3,I, PAINT TO MATC41 ADJACENT SURFACE. CD WALL LIGHT. SEE DWG, A2 FOR SPACING AND E4 FOR FIXTURE TYPE. O SEPARATE PERMIT. P RMIT. SUPPLIED F INAL LOCATION WI O'l ER ROUGH -IN AND CONNECTION BY G.C. CD ILLUMINATED VINYL AWNING - SUPPLED / INSTALLED BY OWNER; ELECTRICAL ROUGH -IN AND CONNECTION BY G.G. . n .4 — Q7YP, TYP. TYP. TYP.TYP. 5 2 IrI a �I 12 12 in m 10 O i 13 Tr , . I I 0�L _ P Iii i ............. i....... ii..■.... i...im....iiiiu.i.m.i.11.u.... ■u ................... irlof® 1.......... FL.....11t..U...L....l>I.mi1.. ■.I .................... AN\ EA.......■. ./ ..• I f. �ROROIr ROIROIrMIROMMMROmMMMmMiROMMRO1M NOSE 5158, REFER TO PLUMBING DWG5. P EERRCORNICE `RIM, SEE DETAIL 2/A7.I 4 PAINT ACCENT CO2 AND FILL BOX (VERIFY WITH VENDOR) 6' NIGH BLACK PHENOLIC STREET ADDRESS NUMBER. SUPPLIED AND INSTALLED BY GC. 4' HIGH PIPE BOLLARD (SHOWN ON A4,1) kl V gl - f4IP 8 SUPPLIED AND INSTALLED BY OWNER NOT USED ' ELECTRICAL MAIN SWITCHBOARD, SEE ELECTR. DWG5, WALL TO BE PRIOR TO INSTALLATION OF SWITCH GEAR. CMU SIL / CAP. SEE DETAIL 6/A7.1 $ PAINT ACCENT LINE G. ROOF BEYOND. NOT USED. FINISHED AOk ® I — — AMR 0 420 El EL. 21' -I' T.O. PARAPET • D/T TOWER 32 J EL. IO -6' 1 T, I M DBA N D D WNING / El a EL. 4' -0' TOP TRI D m T OP EL . 0 -0' OF BLAB EAST ELEVATION KEY NOTES I/4_.1' -0' © BAND) SUPPLIED AND INSTALLED BY KFC TOWER, FOUR SIDES) NFAN 23 N L IGH IN G BT (SIDES E NEON BAND) SUPPLIED AND ELECCTR�� BAND,. COLOR 'RED' - INAN (SUPPLIED INSTALLED G.C. J.ED BY OWNER). 0 PAINTED PLASTER WALL FINISH f KTB PORTAL. CD PAINTED TACO BELL ARCH PLASTER TRIM BAND. 2J7 GAS METER PER GAS CO. REQUIREMENTS. ( NOT USED. 29 HANDICAP SIGN, POSTED IN ENTRANCE DOOR, 5' -0 AFF /SEE 6/TII (:D 12'X12' GSM ACCESS PANEL FOR NEON TRANSFORMER. COORDINATE LOCATION WITH NEON INSTALLER. PAINT TO MATCH ADJ SURFACE. 31 REFER TO GRADING PLAN FOR PAVEMENT ELEVATIONS. CD SINGLE SCORE CMU BLOCK �I i . 1 I'I111'II "II "('I II °'[ ,IIJJ11III 1111,11LIIII[1..1I. III IFI F I�I I III Inch 116 1 ) ) _ s:. 31 41 5 61 _11.11 56 b6 • E1... Z� LL'0� 11111111111.11 111 )11111 II 1.11111.1 I.LiIii11Jl1� I 1 1I Iililllll 1111 !IIL1IItI11II II.II 1J.11111I,II111IlII1111 1111I1f III i11111111111111i11111._ 701 DEXTER AVE. N. it...4 SEATTLE, WA. 98109 (206) 285 -4300 OLYMPIC ASSOCIATES COMPANY IIR ' C O P Y R I G H T * 4• M�i,Si 4. sr M�I1s aT�R� ` MO II-III.02 !A[ I(4LI'. V 2002236 • SaT� MAORI BA ARCHITECTURE ENGINEERING PLANNING MANAGEMENT KFC /Taco Bell r 15038 International Blvd Tukwila, WA 98188 GISTERED C HRECT NORTH & EAST ELEVATIONS II -2I-et PRONTO RR PAS -f0 Norm m- -I3 PIMIm m¢ 6Y71 ROast S 613 CT MIND IR RN IM RA MR IVOR : _ A4.1 a L e o• ••d• ••da 0 00 d0 hs Bs a I IN 0 Ge CF G o o'e I ttltki oats 14silli 1 q p �. 4 ! >! S I ;11/ .d ; F 1 a 2 ! !it ! 111 141 j 1 1 1 P[Ili !!! � �� % cly ;4; :1! j N.. Y M 11wW 111JJSQgN IM1d w FER QTY OF 1U0•A LEt1R. KW 11. 03 E. Ifni p A Job Number 10750 Moot L2 2 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX COd1. ENGINEERING, IMO PLANNING, SURVEYING, ENVIRONMENTAL SERVICES • Horizontal 1 - -m . Vortical N/A For OLYMPIC ASSOCIATES COMPANY 701 DEXTER AVE N. SEATTLE WA. 98109 (206) 285 -4300 11 LANDSCAPE IRRIGATION PLAN KF.C./TACO BELL 15036 INTERNATIONAL BLVD. TUKWLA WA. 98188 fiN: P: \100006 \10750 \ engineering \10750 -LZd.g DcI./Iiun.: 05 /07/2003 1106 Scot.: 1 -20 meidal )talc z107501,z10750Lz1O75Ob. • NEW StIEET MIONSMITS NCUMNO CUM ND ir CONCREE CONCRETE I ICn TO tE CONDRUCTED M CRY OF 3. 162ND ST. . 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DAaW I M18I*O10N 00010110E SYSTEM TOM 201E PULSED OY 11€ CITY OVO Cf = NI A ( 0011.. ME I D COT N0. FOR . 1 iO R PONIIOH. M 11€ YEAIrq OF WITH worn' 111.r TOM M car Ha 15. ' 2. MUM MON IS IMO 1MIL 10QWRK 6 COT N0. 1U PK IIAL VW NM31 04' IE CORM OF INTERS 00101 IOW 011 AND S. 152D SOW. ELLNATION 331.241 FEEL 3. PIIOPE11TV WA 34• it SOW FEET (51011* ACRE). 4. TAX PARCEL WNW ON THE mat PROMOS NW: 004100 -0028 AID 0041004110. 0. fmoo F RD OEatm. COINE0G11,). 11ILeNA. MIL I. TIN 9RM IEPIEIDFI1 MOLE ROSMJ. NrRONONEM MOONS WINO ON MO NT 14 2003 ALL SURVEY CONTROL IDIDOED AS *FOUND' 108 RECOYDNID FOR INS PROJECT NI MINN, 2003. LEOALLIEIMIEllal THOSE PORTIONS OF LOTS '5. 0. 27. 21. MO 21 HOCK 4. FAST ADOIDN TO ADAM'S OF� COUNTY $6 12 a PLUS PARE SO RECORDS AMOR, =NM BEONIED ON THE EASTERLY WON OF SLUE WNW N0. 1 0./CPC {ION AY 00004) 1570 F N R11C0STOVY HON ITS NTEIfSECn0N SOH THE SOUTH LNE OF SAO WM SOUTH or Or 28' EAST, 217.11 FEET TO THE SOUOE/3T coin Or we LOT IN n oes SOUTH or Or 2I' 1E1T. mow Di EMT ME or StD LOT 27. 112.31 O CE NORM 12' 01' 28' TEar. 271JO FEET TO SAID EA3W 10ROIk OOF 1 1E' 1N 0 OS. W AIDD SAD EMTEI .Y fI 4. 115.00 To THE EXCEPT 1FNT PORTION THEREOF CONNED TO TIE CRY Or TUNAA IY DEED . REOROED UDER IECORDINI 110. 200704111003112: MILE N TIE OW Or TUONA COUNTY OF 1014 STATE of IIO1NOMN. SPECIAL NOTES 1.. SEE PUN PREPARED BY OLYMPIC A10OCINES CO. 2. ECONOMY A TOPO SUNNY PANED NY BMONUSEN CO1400114 MOWN. 3. 0E3001I5 REPORT PREPPED E0 COLOR A31OCYOLS, INC. GATED 3 -3-03. 1023 -1320 . 15300 HEWED. 10052 ID. SUITE 200 MEMO= 18031 NOE0•TOIW. BU0. TOMO, EN NM PARCEL NO. • 0041004525 IMUrtgaJlc7 NaTd CIW11C0 _ N7THOUNO THE THE COWMEN MITES AND AMI ID THE HORIZONTAL AND VEERTICK % LOGT N PRIOR 1p CONSTRUCTOR 7/,Ni. or 11 INCLUDE CA TLIt UNITY LOCATE • 1400- 424 -5555 MO THEN POIMUNO • p 40Y ENEEgRyOR CONFLICTS oast L O 5 OF S AD 1 = AS SHOWN ON M THESE F oas S N VISE %VERIFIED PUNIC CONTRACTOR I S H41LOp1TISIK.ND ARE SUBECT TO VARIATION. CONSULTING DONORS, INC. TO RESOLVE AU. PROBLEM PRIOR TO NOCEEOr1 RIM RECEIVED 1 JAN 30 , 1 0 01111 . A . OSA . I . OM Te 014 . 0 . IWO DOTI • OM Y 7 4'-a• • r-ce . 3-V i'-r 7 re r-o" • r-r 3'-11' • 7-0*' • e-e• r-0* 5'-3 - 0-11' r-o• tr-o• 7*-2 4.-r 3'-10* . r-o• w-o• r-r 8-2 • -1CP 11'-l •-TY , - Y-2* , 4%-s• 4. .11'-a 5-11' ' r-• 4.-11. 4 12.-r r-r • r-o• e-r • r-lo• Ir-r r-r V-0' tr-r e-r Ir-r r-r • r-o• F-0 5 nr-r •-r 11 5-0" 3 vr-r •'..7' 6".221' • F-3 3 i,'-11 IF-11 a-ir r-r e-r i•-ii r-ir r-11- F-a. • -I • 1§111 1'•20' T!!i ram I-fflc PER OMR CONNECTION TO NEW CLEMOUT LOCCON OF 00111740 DOC !MON MD TO ME SW M EY ME EY • POT-HOUT • COMICS MICR EnsT; DOOR I WOE • I I MOLY. 1)14 ft 1r EY ger UP. • 4 123 SMS. t / OATEMILK t LF r /i 01 NOCTOO MEW PEI WAGME 11/11/SOFORIEN. At 111431.49 E 1 CGS N.32327 C 1 CPC WWI TOP 12' OIP 16501•333.20 E EEC W120011.02 E 24 MEN Pr I•32t.00 E 12 CUP SW-321.00 Nee CONC. NNI ce WPC 1 AS.334.45 E or 31431.10 ;of • C • CIF 2.132.75 I r CLIP S.332.65 a (JUICING • 0153UT PGs? COICEXTE WILT , COAT WT R MO CON. • 30' COTON= . CI GE 1 R111.334.41-, • E ir CONC11•3343t. • TE tr coot so.14.21 • 1r ore NO33&31 • KIM. COUNTY AMER ONITTACT NO. 123 .• • . . ' ' , " • • wrranaot maws OF POMP =flu wra our carmao facia latets REOPOS NO NIL PORI FOR.COPENIDEC IC CONOCO PAL BE REMO= FOR 112112MATIO Of LOCATION SIOPI MD NM OCOEE/ OF POSIBLE ACCMONAL . VOTES NOT STEM 10 M 10 MOM WANE EGIUMNICE. • Ti( CONOICTOR • SHALL CONDICT ME uTut UND/30210010 LOOM COM (1-800-424.536M NOR TO CONSTRUCTOR THE ONO OR HIS REPFOOtramt SMELL E CONDOS F A PUY COMUCT EXIMS. • 2. CONDUCTOR OWL NOTIFY =OCT /310111331 A WON OF 48 SOUP IN NAPO OF Mi. • MOLESTS FOR SOP MONO OR INSPECION. • 3. comoverat morONNOLE FOR COMM xr re ne or arm. • , 4. come= semt MOM PPP OPArms FOR Arrow. woe Kew to COAL VECIFICADONS NM FOR MORMON MO TV IMPNEETTO DOCK • 5. commerce eft'. maw. ozIromr or Accomomacc mITH amonermers RECOMMENDATON, POW 103. 125 MEPF0ADON5, M (CTIY Cf TUIPIA./ , OTT Of SEATO I MO COUNTY) moon I. commerce suri NOM AIL WORMAL 7. ta. ottur rem rrc arm. la owns mom Tugs 52. MH-O ATINT et mom: OCT00 D 11TH C. 04. 4T TiC *I INEOLATION 10 BE IN ACCOTT0410E NMI wasmenmars RECOMENONONIL . NJ. MOOS Mak BE CAST PON IND 241LL COMO 10 SPUME PORTMAN OF NO • SNOW *21.10. 621.11, BILL •1E4 NM A2I.53, VIM A AMMO PROMO MT! OF 150 PM NP TOLL IE COON MED. O. XL GATE VMS TO OE ram. AL HOMO 10 BE MILLER HYDROS IN CITY Cf NATO TO BE MO) • • CUT-1143 NM 1.24 TAPS TO LIE ME BY CONTACTOR. OCR CORO M. 125 Sum:roam= DEICER NO (CITY Of NKr ovo iCITY OF SEATO / KIND CONTI' NISPECT OR MIST BE NODDED 48 NO M IN 10. CAST TAM MB:HANICIL JOINT SUINE COUPONS REQUIRED. • • • • • • • ,• • • , • • . , • • . • • • • • . , • -.. • . . . • • • . . • • . . , , • • 11. • WOO JUDO SOL OE MUELLER PST PDX MI POKY COMOSTEEL, OR 80WC SST 2 WH SPILEPI ITUL RASE. 12. GEMPICTOR 1115PGIIIIZ FOR TRIMS AL cases prumeseve sacs FOR COUPUIPOCONNECIOM CO-015. IND UK ' . 13. 3-1/2 POUT mum W 00 xi. *0 WI PIPER • :. • • 14 ceeLomet 10 PIN.Plit Eat COLONY NO.Offt NOPECOON FEEL.. • II ILL mere mous 10 BE comae= volt um wear PM. 12a . . . , • . • • II. III DORA FITE NORINTS MD IIMP 10 BE OPOISIOWL NOV 10 COMMENX Of 17. • TM PINICEI AV TO II ACE won rum APPROVAL IN DC WATER DISTRICT NO. • • 125 11UPERINI12008 OR DEMO 00 NM THE (CRY OF COO / BLOC / 10110 03181111 -- SIM ENCINEOL 11 lucky° wet caw NO. 125 climate we semormos. TO (crrr OF 1w* I CITY OF SEEM / PIO COUNTY) WOW IPECEPATIONS FOR MI. TIONAMO ' I125 NO OETAILE • ' • . • • 111. MOVIDE 3/4-501 ONCE UDC AND PP CONNECTORS rot oar cosnro•riau MUM • 20. MOM ALLOOKE Cf131 SHALL E 20 FM • 21. STOCK PLO SHILL COPED DUNN AIL POWS OF PRECIPTAION. • n.. Kora moult corm= me mamma =rut Icir mum re corium* TOT RETvorrs CUOMO TO TIC DISTRICT ENGINEER.. XL COMPACTION UNGER' POP • ' TOM MEAS SOL E PS WOW DOODY MDDIFED PROCTOR PER ASIA D- . tool. - • 23. • ALL WbES. PRE MONO NM WOES 10 THE METER STOP TO BEINCWDECT AS PPR • ' OF XL POSSUM NM MAY TESTA NO EXIXFITONS. • • • • • • WATER/SEWER CONNECTION PLAN: 4. TRAPP COOP. MALE E IN ACCOLINICE PM PITY or luau / OW OF spare / . OM COMM) COUIREMOITE. , 25. AU. PPE NO APPURTDOCES TO BE TESTED TO WHIN 10 FEET OF NH CCNNECTION POINTS UNLESS ODOM APPROVED VI DONOR. 20. 0311CRElt THRUST COCOS SHALL BE MINCED AT ALL BENDS. nu rocs ON PM NAPURENNICESVOTE INIERWL' FORCES REMO NOSIRMR. ELMO MAU. BE IN AO.OPIONICE WM WATER.DISTRICT NO. 125 STOOPS • • 27. DC TOMO MO orancroi OF 11€ OCR SYSTEM 0WI. BE CHOPP BY WATER - • , MAO NI 125. 750 ISO , 1000 • 1250 1500 bISIM • . DO NOT SCALE FROM DRAWING& . COWER Po 2000 4000 5000 OAST 10 PLO RN EL•3333.11 mum s • GREASE TRAP SIZING CALCULATIONS I. Karol or WO WASTE FUW ammo roma 110160 I MB NOUN) X 00E X TEE X FACTOR • OPACITY I U IC. 1.5 X 2 1.425 ' I ME 1500 CALLON INENCEPTOR. . • • (0001 COM WIPE PLUMS COG APPOSE II) • . " tiMeti Stinstm. OGON gen; 11111 MENCOTOR SOL BE CPC OPLED MO SEXED PM 101-01101111 EGA I. ACIIIAL NOOK w 1,500 CALLON NOTES 1. coNatEle • 25 rey commassra STRETCH PC • 4500 pol • 2. REIM AVM A-015 ONNE AO Mk NOM A-185 ORAN 85 • • LWOW FOR UNDERONOUNO PRECAST COMM WADY • SMOKES! IL MI OVEN UNE come:cows TO THE 1. ---v- 1.01051 H-20 TRUCE 0. W/ 30% IMPACT PER ANSH70.;g; . IL FILL IF/ CLEM WATER PRICE TO STIET UP OF POOL I. =mem 10 surrix re mu ALL POO NO a l g WPM TEO. IL O sin wr iE a s ta se rfr iaL IWTER SW. BE CANTO I2 222 3 71217, 8 • 24 MN CM LOGES FON al COWS IfIgItaNy.• OAS 11611T. 115-20 LETO CAME NO Lwow 'next SOW (3 KAM) I. XL 0000 NO MATERVL.S OFIL 00 51 ACCOST/NICE WON THE LATEST EDW OF THE SO. ME $NOW SKOP:00R NO rroorApor STAMM MCMCATIONS. LATEST COON. 2. PRIOR 10 My CONSTRUCITON PONY, THE CONTACTOR SNAIL SCHEDULE NO ATTEND A P00-CONSTRUCION CONFIDENCE 0TH DC VAL VIE 500 own= CONSTRUCTION NSPECION POMMEL 3. A COPY Of THESE APPROVED PPM MUST BE 04 Imagism WHOEVER CONSTRUCTION IS IN PROMOS. 4. ALL MONTI SERPI IMPROVEMENTS SHALL LE COMMIX= M ACCORDANCE NITH THESE AMMO PIA& NH 0011011 FRO THESE PUNS NIL REWIRE APPROMILOOM TIE 01M0. DOWER NM APPROPRIATE MUD AGENCIES . 5. TT MALL BE DC SOLE RESPONSMITTY OF DC CONTACTOR TO COM SPOT. USE NO NS OTHER KUM POOP PPR TO MN councilor AMITY. O. XL LOCADON5 OF MOM UPPES SHOWN HERON WM BEEN ESTAELPHO BY MID SUNNY OR OBTANED FROM INNUILE RECORDS 040 MED THEREFORE BE COMM APPROXIMATE PLY MD NOT NECESSARILY COMPLETE IT SP.E RESPONSINUIT OF THE CONTRACTOR TO INDEPENVOLY VERIFY THE ACCURACY OF ALL UTILITY LOCA110H5 SHOW NUTS FURTHER PSCOVER NO AVOID NOV 0110 PITIES NU SHOWN HEREON NAPH WY BE M700 ED lICE MPLENENTATION OF nu PUN. 7. DC CONTRACTOR POLL CONTACT THE OWES UNDERPOUND LOCATION COTTER (1-100-424-5555) POOR 10 CONSTRUCTION. TIC PRO OR ris REPRESENTATIVE SHALL BE CONTACTED IF O. UTLEY CONFLICT EOM I. ALL r 53 SHALL BE PVC SOR-36 PIPE UNLESS OTHERIVISE HORD. r .87 12' Mil OMPoTED OGG PG 000H3. 0000 20105 PRECAST CONCRETE TEE SAVOILI C. 00 NO COM. xr 40001 N4 COOP WEST. SEICTI IN GP sow r• oap I 312100161 MOUND OMIT CESKE 0.125 5 (1-1/2) 6• Co. C.O. MOW T 1000) DESIGN DATA: • mac sum 0000 mom OISIGEHER SWIG CAPPC120 4001. *05030 • MUSED WOG SENO 55 PVT PM HOUR ikk HOES or COERSION GREASE INTERCEPTOR DETAIL (RKWLA DETAIL IISS-12) (UTILITY VAULT 45106-GA - 1500 GALLON) • HOT TO SCALE • MN. VIE SOO 007R= REceiv siAN 30 Noi. 8 • , I • HORIZONTAL CONTROL PLA■Ist LOCATED IN A PORTION OF THE NW 1/4 OF SECTION 22, TOWN 23N, RANGE 4E, • WILLAMETTE AERDIAN,11.1KWLA; WASHINGTON 81 m.hilt niii,u41111111111111fiii iIiIIuI 1111 1111 1111 1111J111 • • = Fie: Ft \ 10000s \ 10750 Vortering 10750-Ll.dwg Dotaffirnw 01/30/2004 02:15 Sealr 1-20 osals1 %Mc 0075042107501.210750b. ,) s III • • • ' 'Illat7 er 'I - s' ; .1 ql..11!,11:!1:11. II . 2 II .F:- ,E. 1:111 11 I II! ' 5dig 1' 1 111 111111 11P[ 1111 111 2 ,--1-.0 1 • 4;:.:. 1 ttttttt 4111 llllll 11111 • 411 1.- s 111X1 11,1 i $ I 92 2 d.. r • . €J. 4 11 ir .1;i,12 t 4 r g s s ... ••••••:,., hag 11111.x k dill, . a • • 2 mi 111 1 I X1 1 1/1 E l g :111 111 1 1 0 41 1 11' fl 1114 11 11 it Il 1 t1,11 1111! .1 r;. 1C7' 1-° t411 11°11111a° 1 1 1° 111: 1PHs lilts lir : 11110 li!1.11:11111 11!;10i1511 11:all,81 1414 1;i1111..-i • 41 " °14 li '..1 • 6 • . 1! • • I • .R1 1 1 ..'.-11111111: Ii ; IN 3 il pt r • • • • • • ..,• It ipt " 11 pa 1 1 • ip 11 I:I 11 • 3 ' imps mos 2 WW03 • 1 I 3 IMI Ns, Ode IV ad 7:1 IIMPED PER CURIE IRIPPIT MINED P11 Oft w 112011U1 00112101111 - KW= KR COY OF 1110111A wait FPI& 11, 03 • • - nadir - Jab M,2.' 107 2 18215 72ND AVENUE SOUTH KENT. WA 98032 (425)251-6222 • (425)251-8782 FAX tAND PINNING, CNN. ENGINEERING AL SURVEYING. ENVIRONMENT • For _ • OLYMPIC ASSOCIATES COMPANY 70,1 DEXTER AVE N. SEATTLE Wk 98109 (206) 285-4300 Tat LAKDSCAPE PLANTING PLAN K.F.C./TACO BELL 15036 INTERNATIONAL BLVD. TUKWLA WA. 98188 • 1 • I • 1 12 gA I • 0 g Ce /E l rret e CONC 114 11:33 3 1.11 -M s. , E le CONC NE-334,31' X 12* CONC 40334.2.1 . PIO'. MOO OAS WLVE SHALL ' .. REMAN UNDIST EDUTIB. OUT NO CAP/4 Ii 0 WINCE upc BETWEDI . - . . COO' IMW RUT . FLIER PER DOM . • MS SHEET. 4., • CAS METER MIER NEL 1 • POVER VAULT h 00371NG BUM: mew DratwAt g • : • • 15038. ce • CIN•333.5.3 AS51114 • Ill FLO %L 1 eons BUIL MILL BE TWOUWED • IN ACCOIWIECE um A DEMOUTION • ' i POINIT.10 BE OWNED IF THE CONTRACTOR. : . • • . . . • tooll exisma vas mma swim t x00, • A • ° us mai akm arr cm No oss0cAses /8 37 "\7 MIOPERTY UNE simiumasiumeED.Iumi CB TYPE 1 11111-33424 F \ LIER PDT s era 1E 8 PVC s- 6 6: pv0 PVC s t 332. 332. 46 46 ...... 1 8 1" " C r .333, 2 11 IAT LENT :: • • FOR DEWATENINO • I2*.WPLE • • 3e co1ior6300 •. 30. COTTONWOOD. . , CATCH BASIN INLET FLTER CB TIPS 1 1181.332.88 12 H-33013 C tr OONC s.30.3 E 12 OAP NE.330.88 EROSION- AND SEDIMENT CONTROL NOTES • • • • • .... .. . •,...: .;,.„;,..‘ ME EROSION PREENTION NC SEDNENT CONTROL (ETC) MEASURES ON lie APPRORD PUNS • • MPORRA REOUIRDWITL • . . . • • • BEFORE BENNIS MMV colarneucnom scTAITE5. ESNIUST niE cwitmo urns NE) 'mu CONSTRUCT= ENTFOICE. SEFORE NIT � OCCUTIL_ALL costernots msolo Rau* me • • seism CONTROL MEASURES ESC MUST 'NE CONSTRUCTED MO N OPERMIL MILL MO . WSW All ESC. MFAURES TO TIC ESC RAM OC.MOSUREL MAW ALL MOWER OONTAZr. •N o NEWS RACE UNTIL NUL snt coustes . o Poommwr STAILIZARON FROM MAY I THROUGH SOMMER Aci,. Immix TEMPOTWIT posswesr can AFJSURES TO PROTECT DISTURBED IMAS VW WI. HEWN UNMET RN SEWN DAYS OR MORE. MOM OOZIER 1 THROUGH VOL X. PROM meow, ma soma Weit ASSURES o Komar oenummo was nvx 1. Beim WIEWED FOR yo DAYS OR MORE PT MOWN . 11-WECTMENISI Tie LETA FILL SLOPES F MOO= FOR MORE THIN 12 HOURS. -STOCIPILE, ON SITE, MUCH Wd RAIMS TO COW ALL COURTED ANAL OCTOBER 1 WOUNT NM 30 MULCH NI SEEDED MO& • w OCTOBER 41,,WEIT. = S THAT W. REIMS WORM CUM THE WET SEWN , Of SEASON W9i. BE y sr WI THE ',PIOUS) ESC MOOS . • EA, SEEDING, MULCHNO, RAMC COMING, ETC.). MOW/ OF MS EROSION M SEDIMINT CONTROL lEsc) rim • • WS NOT CONSTITUTE M APPROVAL OF PER ROM OR WINCE OESION 1ZE MO LOCATION 'OF ROW, RPM RESTRICTORS, SOMA RETENTION TIMES, EIC.). • • ERACEMENE MC UPGRADNO OF THESE ESC FACIUDES T • HE NPLEMENTRION OF NESE ESC PUNS MD THE MPUCANF/ESC SPEFAMOR UNIX ALL CON 8 APPROVED. ' 'HE BOSOMS OF W CLEM= UMW SIOW ON DO PUN SHALL 11:MATLY AWED TIY A CONTINUOUS LENGTH OF SURVEY T_APEAOR FENA& PRIOR CONSTRUCTION. DURING THE CONSTRUCT= P=0,A__NO E CAMPO UNTS SHILL BE PENNED. THE CLEWS UMW SHALL BE WANED Ff THE ?PROW/ESC SUPERVISOR FOR DIE DURATION OF • INSTRUCTION. HE ESC FACILITES SHOTS ON THIS NW MUST BE CONSTRUCTS) POOR TO OR N• • NUUNCTICS ION ALL CLEANING MC COMM SO AS M ENSURE TINT THE SISPORT OF =WM TO SURNIX *On DRMINCIE SYSTEME NC =NEW OPERTES IS WED. • • TEMPORARY EROSION AND SEDIMENTATIORCONTROL PLAN cam met woe LOCATED • IN A PORTION OF THE NW 1M OF SECTION 22, TOWNSHIP 23N, RANGE. 4E, Ramm arconE / I • . • WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON • , • • : , w ea.F.R Int . t .patE WAUMIVIRE ---- - ....... ........ SWAN W.334.25 TOP 12 PAP RAERA333.20 IE I• CATE WLVE-321.02. It 2e SOUASH PIPE E.321 E 12 OAP 31/0321.00 LOT LIGHT • • , . .... ORISTRUCSON LIE OF CONSTRUCTION /ONO PWIDITYJIM OR . WW UNL WHINE NEEDED 10 SW 001111NO SEE• • . .k:.•"!• • ' • • • -! . • gist 24" SIP NO • tigsgaz SOMAS PROTEIN. UNE:. ". • 1 RUELIMISOFENCE . ' ilETAL PER C.O.T. OEM 05-24 INS SHEET. ' co TYPE • E RICE:3330C • • : 12. manage _ ON omp lair PUMPS, REUXIMION OF WM NO MT FENCE% ETC. 13. DC BC FICiunes IMOD= DALY WV DE APPUCAMMA SUMO= MO WANTAINED TO DOW CONINUED PROPER FUSCO:NW INITIEN RECORDS it.I'it1 IO NNAsuyl" • • . I I , I I • . . - . , H. ' AT to as ow. WOE DIM O NE (1) .FOOT Cf SEDNDR BE MOOD TO • • I I - ' NEUMULATE IIHMI A CATCH MC 41. CATCH BORT NO CONVEYNICE LINES . MILL SE CLEANED •PION 70 OWL TIE CIEMMO OPERATION SHILL NOT AWN . 'SEDNIENT-U001 ISMER NM THE 10116110/1 SYSTOL • • . 15. STMERED CONETTOCION DOWICES $ ROMS SKILL BE INSTALLED AT THE BEONMNO OF CONSTRUCTER WO ISSMINED FOR THE DURATION OF THE PROJECT. ' 44 .87 2,713 • 0, 4 1 TYPE 1 11111.334.15 • IE 6 PVC W-332.80 IE r PVC 14-332.80 LOT time FILTER FIRRIC WERE OW ICE RCETS. USE STAPLES CR ORE RNOS TO ATTATCH FARMS TO TITRE 22t14 GA. WE fABRIC OR DOW II • 144 eg2 I I Mom& SWUM SUCH AS TIPSHOOL MAY BE REWIRED TO ENSURE DST ALL . r •"'• PD MEM ME REPT CUM FOR THE DURATION OF De PROJECT. , I I M. NO PERRMENT RIMCONTROL mum" uses AS AIEMPORMY SETTUNO 80 . • WEL MONDE MONATE STOIVRE MEM F THE NOUNS TO . 1 WALL BE MODIFIED W14 THE NECESSVO EROSION CONTROL MEMURES MO ' I k RP ULTIMATELY AS M IFI SLTRUION SORIA THE TEMPORMY NOUN MUST U • 016 M 3ar U BE ORACED SO THO THE. BOTTOM NO SOO ME AT MT THREE FELT NENE THE ' . FIWL mac OF DIE Pomona FACLITE . 17. WHERE ORIN MULCH FOR WNW EROSION COMIOL IS REQUIRED, IT .SHILL BE MPUED AT A WNW MOM CF 2.10 3 INCIES.. • . 10. . FMCS TO THE IMMO CF THE RET SEASON (Oct 0, ALL OWED MEM STALL BE Beam • TO IDENTIFY DITCH ONES CAM BE NEED IN PWARWON FOR NEMER RAINS. DSTURBED AREAS . SHALL BE SEEDED WIN ONE WEEK OF THE moIH140 OF DE WET SEASON. A SKETCH WP OF MOSE • AREAS TO BE SEEDED MO THOSEAMS 10 W• NN MOWED SW. BE SUBWITED TO DE DOM . INSPECTOIL THE DOES INSPECTS! CAN RENEE SEDNO OF ADDITTORAL AREAS IN ORDER TO PROTECT. SURFACE WEAL MACAW PROPOSES. 011.011MINE FACILITIES. I i • . . . . . . . . • . . . ror 1000 POST AU: STEEL FENCE POSTS FU ER FABRIC WOK -STWITETO 401 INDUSTRIES -MOOR INN -AMOCO 2127 000311 OF ITO MONDE - 1.5 WASHED SWIM BACKFIU. N TRENCH NO ON WM SKS OF FlUER FS= FAWN ON 711E SURD= FILTER FABRIC FENCE (C.O.T. DETAIL DS-24) NOT TO SCALE .. • I lIu TEMPORARY 'V' DITCH .1 I 1 it , a : • 6 . I T • g r 61lf11 11 1111 1111111 11. 111.1111. 1111 11 1111.111.1.11111111.1.111 1111 iT NOM 1eO OLTAL IS ONLY . SOTEMATIC. ANY MOT 8 . • • SLOW THAT HAS A MIIL 0.5 F. OF STOPPOE, ME MEWS TO DESSER TIE $TOW WITIMorr. AN MMUS& MO - CAN SE DORY MAINTWED. SIM 1) COMIOCTORS RESPONSIOUN MOW= It SEAM APPROACH ON A WNW . SOIL 2) Ir ' MUST SE A0003. TIO_CONSTRUCTTON APPROACH • 111.15 LOCATE ar anigalligEalgEnerAIL A. THE FILTER FM= •SHML BE PURPOSED IN A CONTINUOUS IOU. CUT TO THE MPH CF THE WRIER TO AVON) USE OF JOINTS. SHEN JOINTS ARE =MARY, FLIER Cumi SINM. BE SUED TOGETHER MY AT A SUPPORT POST. WI A MINIMUM e-INCH OVERLAP, NC BOTH DIOS SECUREUI OWNED TO THE PON. 8. . THE FILTER FA/PC•FEE SHALL BE INSTALLED •10 FOLLOW THE CONTOURSATINEW FFJ2BT4: ME FENCE POSTS 30 SHILL INCHES). BE SPACED A WINN OF I FELT 'mar NC DPW SECURELY PITO 11E GROUND WWI OF • C. A TRENCH SHALL BE DEARSED. MOLY e WHES VADE NC 11 NICHES OEM UPSLOPE NC ADJAC TO DE W000 POST TO ALLOW 'Re FLIER FABRIC 10 BE BUREO. • 0. TARN SWORD STRENGTH FILTER FABRIC USED, A WOE MESH SUPPORT FENCE SOU. It FASTDIED SD3UPELY TO DE UPSU3PE SCE OF THE POSTS' USW HEAN DUTY ORE STIFLES AT LFATT 1 NCH LOW IE WES OR HOG WOE ME ORE SHOLL MO ROO THE TRDICH A MINIMUM OF 4 INCHES NC SW. NOT DREW MORE THAN 311 • IE WOK THE • °MOROI GROUND SURFACE E. DE STANDARD WNW* FEW FABRIC SHILL BE STAPLED OR IOW 1D THE FENCE. NC 12 NOW OF ME *paw 311V.L, BE UNWED INTO 114E TRENCH. THE FMNO SHALL NOT DREW MORE DWI 24 INCHES MOVE THE ORION*. GROUND SURFACE. FILTER FABRIC SINAI NOT BE STAPLED TO DISTING TREES. 1: F. OW EXTRA-SMENOTH FILM WIC NC CLOSER POST MACRO ME USED. THE TAW AWN SUPPORT FENCE MAY BE EUNRATED. IN SUCH A CASE, THE FILTER FABRIC IS.STARED.OR OM DIRECTLY 10 THE POSTS TRH W. crIHER PROVISIONS OF STWANO NOTE E. APPLYING.- G. THE TWAN SHILL BE SOCFILLED TRH 3/4=INCH MINIMUM WAVER WASTED GRAVEL H. FLIER FMR2C FENCES =LI. BE REMOVED MEN THEY HAVE WNW THEIR USEFUL PURPOSE, BUT NOT BEFORE THE ISLE ME% HS BEEN POILANDILY SWUM/ I. ALTER FABRIC FENCES 4ALL BE BISECTED INIZONTEI.Y AFTER EACH RAINFALL NC AT LEAST ONLY DURING . PROLONGED RAINFALL ANY REQUIRED REPAIRS %MIL BE WIZ SAMEITATELY. 2 a 0 8 5510' OPEN GRATE REMOVABLE PANEL W/ • 12 SO OUT E.332.00 WET VAULT CONTROL • L1ROCTURE SEE DETAIL . MIS SHEET. SPACE WRITING . GET. PIPE TO EXISTING 24 b 5'00 OPEN GRATE MOVABLE PANEL WI OSHA CONFINED SPACE WARNING ' 77:773 1r ION. WATER SURFAct REMOVABLE BAFFLE W/ 6 • H1GH'x 3' WOE • WET POOL • • — • • • TECIATENT • — • • MIN. STORAGE • 24 OM. FRAME GITATE. MO SOUD MONO UO PER =NOW WET VAULT DETAIL -SECTION SCALE: Hor. r . VERTICAL . . 12 SO OUT IE.332.00 WET VAULT DETAL - PLAN ROKPOBLE BAFFLE W/ NCH 6 3 OPENING . • 12' SO IN • • 1E-331.06 •-i• SO IN 1E-331.06 D LOCATED. IN A PORTION CO THE NW114 OF SECTION 22, TOWNSHIP 23k, RANGE 4E, ' VilliAMETTE MERIDIAN, TUKWILA, WASHINGTON , • • 2e DIA. FRAME. GRATE . • AND SOUD LOCKING U0 • PER KCSWEIM. : WET VAULT CROSS SECTION B-B SCALE Nor. 1 10 Var. 5 CRATE REMOVABLE PANEL II/ . OSHA CONFINED SPACE WARNING • MEIII la IE.332.00 . 2 ATTACHED BY GASKETED BAND TO ALLOW RDIOVAL 1' SECTION OF PIPE EL.330.00 Mt It • STtp GALVANIZED OR STEPS • SHEAR GATE 161H CONTROL • ROO FOR CIF/NOW/DRAM (NOD BEM' AS REQUITED FOR VERTICAL ALIGNMENT* ' vTh COVERd '. SEE KCRS wo . 2-026 11111111 PIPE SUPPORT TOP OF FUSER PIPE WET VAULT CONTROL STRUCTURE SCALE . VERTICAL 1-2• - ,• • I •Frip: ji II I II II SI. P1 et Z ii OI I 111111 1.111 1.11 1,11.11.1.:1111. III. 11111 1.111 CEO' STORAGE ' 17 " . METAL PARIS MUST BE CORROSION RESISTRIT. STEEL PARTS MUST FIE GALVANIZED AND ASPIRLT COATED (TREAT)WIT I OR SETTER) 2. PROVIDE WATER STOP AT ALL CAST-IN-PLACE • CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER CASKET SYSTDA. • 12' WE sED. 3. VAULTS a 10' WIDE MUST USE REMOVABLE UDS. STORAGE • 4. PREFABRICATED VAULT SECTIONS IMY REQUIRE STRUCTURN_ MODIFICATIONS TO SUPPORT 5'510' OPENING OVER MAIN VAULT. I • SICION nak a LEAST KNOW ROOK KAT K L camas INK K WM II OR 111:1101.1WN.ff 1/3 10" MOO PO. & Rom PAWNS IWAI. It A MIN 11' 4. ALL WM KAM K 10/011111D RI NMI RIatater tufa Na SKORKTOtt OR M OK= KS lf CRY OF I, reval. or DIEM moire cum, aunt AN mum sou K TO THE IT Mamas MK KOK ANTS MKT ILT R air ma Micro ant MARK ANL NOTKIK BY CRY MOM Mt IC /MOM ?OR • • IL MVON hair g 1111811140 RESITICTOK Wff K WPM Ef DM are ammaw NOT TO SCALE \-SIDEVMDI OR BUILDING ENTRY ACCESS NOT TO SCALE • , r COMPACTED DEPTH • CUSS 11' A.C. PAVDAENT • 5' COMPACTED DEPTH CRUSHED ROCK BASE COURSE • (ALT. IS r ATB) 12* SUBGRADE COMPACTED TO ADS (MODIFIED PROCTOR DENSITY) • PRIVATE ASPHALT PAVING SECTION NOT • TO SCALE (PROVIDED IN MOVEN REPORT) .1 1 1 1\ 1 11:11 :1 111 1 111 1 .1 - 11 . :141ilrii lirit01111 '•,:•••••••• •-• ••••-••., •• I. • •• I 0 , 1 jr? I I f 1111 ,,, 4111111 111111101111111 0111j1.11111Pth1111:1111111111 11)1 111111111 11110111 COMMERCIAL DRIVEWAY (C.O.T. DETAL RS-9) 3' 6' NOTE: 1:48 SLOPE CORRESPONDS TO 21I SLOPE ON SITE GRADING PUNS. ACCESSIBLE ROUTE OF we. Sop.. BE TO MEM 1:413. BORDERED BY 31r4/ NOT 0p4s IN THIS ZONE SHALL NOT EXCEED 1/2' HT. MINIMUM 'INTERIOR RAMP WIDTH IS 44 REFER TO SITE PUN FOR RAMP WIDTHS NOTED OTHERWISE. CURB RAMP (C.O.T. DETAL RS-12) RAP TEXTURED BY IMPRINT • Of MEDAL GRID • 2 I I ; g 71 EXPIRES 8-10-05 S 2. 0 001 "A DIM 'e' GM "O 'DIM b' WATER DEPTH GM 'E' r -O• . 4• -6 r -0 • 3• -6• 3 -r . 7 4'e' 7 4' -3 3 -11'• 7• -0' 4' 4* r -0' . 5 4• -11• 9 . S -0 r -r 4' -2 • 3' -10 9 -o 5' -0 r -r . e 4' -fO• • 11• -r 5' -6 7*-2 4• -4• 4• -0• 11• - 2• 5' -5 r -2" 4• -11 4' -r 12' -r 6• -e• w-o• 4' -r 3 -10' I2' -e• 6• -6• 6' - O' .. 5' -6• 4' -6• 12• - 6' 6' -e• 6' -0• e.-o S' -3• 15' -r 9' -r 6' -6b S -0 3' -9 t5' -7" 9' -7' e• - ea• a' -3 • 5' 4' 19 -11 ' 9 -11' r -11 r -r' 4• -9" 19' -11 9' -11 e -11 . r -r s' -9" I J• l' I MET iINIR MRS L C13 PM T 1 R111.330.41 E 12• CONC N.334 -11 IE 12' CONC S•334.21 E 12' Cow NE•334.31 6'S INSTALL 1 -FIRASSORT. (YY)� PER M11R 5 STDS. 1/1/r r WNECTIO I T ' SY NET TAP PPI G TEE 1RLVE' (FIE J IFrCI 1 a • 1 ' 1 � 2 LFr OE- s3O2A E-332.2 (OUi)• / SEE DETAIL CO THIS SHEET • - 1-3323 (N)- •�www��w��i viii •wowow600' #__ '....- RA I+a7423• LOT DM 1r PP I .. E Ir OAIE t9l VE• .121.02 PIE E.321.o0 ••••-- _:•.:..... E 24 SOLNS 4 . .. ' • . E 12 CRAP SW -32IA0 �� EDT TIDILY h. • • B TYPE 1 RA0.334.46 • . IE 24' CIP W.33I.67 E r CUP E- 332.76 E r CiP 5.33265 BU IO =WING NEW CLEJNOW LOCATION Of Dam EXALT LOarial ND /i 10 BE WINFED BY TIE // BY TOT - HOUND' ROY' . :1' ENGINEER CONFLICTS ‘0 • 1/ �/ . sem SERVIC URE ER RAV aITIICT N0. 125 . • STMDAM IOIES 1. APPRGOFMIE LOCATIONS OF =NO IDIUDES TWE BEEN CUT.0 MM FROM A ?toms . • ?tos ND ME -_ .• FOR COMMENCE. ME CONTWCTOR SELL LE ICIPONINILE Sala NO FOR O woken OF POLwa AOOOEOFML UT Nor wow So As' 70 NOD DAYRDE OR DOWIIIM . AFC CONDUCTOR SL OUTER COMM 1)E UTER UDENCODID LOCO= COTTER (1-000-424-336) /M 1 ccN31 IUCTU ME OWNER OR IRIS REPW T SMLL BE (CNOICTTED F A UTUtY NTR L 2. CO SL GIQ NOTIFY DISTRICT ENR A IIIILM OF. 4O RS N MN AOOE Of ' • ALL IEAUFSTS FOR STNOFD. TESTIS ISPECTIDL 0 IR . 3. CONTRACTOR ESPONSOLE FOR Carnal AT' DOME Or. 5rM lQ. • . 4. CONDUCTOR SHALL FIR DISH STOP OP. d 3 FOR MFIIOMIL WIDE REOURED.By THE LETNL DMIOCMOIK AND FOR WWTO MN M Baleen DE1MN. 5. coNRACIaR SMU. IIISIALL EQUIPMENT N MCOIROMICE waH YNNFACHIRR'$ ' IEOGrcM1lQ M11F7R 0017131 LT No. 123 3PE'a1cA1IOI . ND (CITY Of DOLMA / It ,' ` •- --_._ Ex to' MATER NAIL p 4 � --.. °-- ^- tw- 336.45 �� / oo / �� _ �� N CONC - 373.17 '..,� 9f ,' I •caNCS.32a6 y . . . . ./ 7 ,...,, 4.-- , • , ,,,R vit , , . _._ .. -1,v, . ../. ik: . .au ,•.....:: :..,-.:,,,,,...-"• :::_... ......... -• , . . L CONTRACTOR 5wi •FURI W1 SH ALL EIONS. IN 1L. 7. ALL WIER N PPE SHALL L SE DUCTILE IRON CUSS 52.' PUSH -ON JOINT OR MOM/ T JG C7IEM ERNE GN A21.4). E COALED WTH CON. TM MYULSH. • . . IISDNIRION To BE N TH ACCORDNICE W WMUFACTURRS RECOMMD Doi/. ALL • . • 1L Mon SIWLL N. BE CST IRON M SILL. CONFCOM 70 AP tt FORAS . OF N61 STNIOVro A21.10. A21.11: BUM RIM MD A21.33. WM A Moult PIESSUE MTMae • 2a a'. 100 PS MD. W . BE =ENT WED. . . 21. L NL DATE HALVES TO BE MUELLER. ALL HYDRN IS 10 BE MEIER (M . WIOWNIS N COY 0F' SFATAc TO OE IOWA.) , . 9. CUT-IS TM MD IM S TO BE WOE BY CONTRACTOR. NOD Oa1RCT No.. 125 • . . SEIWr lT. IP 1D DOWER NO (CRY Of 1U616 C Of 3 1 1119 cootie IS . ., PEC1OIR MIST BE NODDED 4O IOLMB N an' NO 10. CAST M MECILN7L JOINT SLEEVE COUPWDS REQUIRED. • • . . E)OSINO 1 }'_ _DOiIFSIIC . ND =OWN 1 SEER iETERI TO ROM . CONNECT M • . • NO DOMESTIC IR MACE • TO TESTIS DDINSIIIC MEM - _)1llilCN c WA= • FINAL UNE SEE TO BE 01113WINED if BUILDING OMER 11. WPM - SLEEVES SILL OE MUELLER CAST MK el: Epoxy Cumin STEEL. OR ROYAL SST' 24.. 12. ' CONDUCTOR IS I6:.7PONlN MIME E FOR M ALL MSS PPE TWES MC SEES FOR RNELT cOUFUIDI, commis. CUT -NS. NO UVE TAPS 13. 5-1/2 Foot. R YER I CO own IL. INTER. YM FOES. . 14. compel compel compel 10. PAY FOR STATE COW AND an NSPECnON FEES.' 21 26. 1L ALL METER MOONS TO BE COORDIWIED WM WREN DISTNCI N0. 123 27. SIrRNrROO4r. • . IL ALL Ca!TI FIRE Wawa AND MONO TO BE OPEIRATIONA1. RCN 10 coMMENCE Of . COMa1RULTON. . • 17. NO males s ME 10 BE WOE tumour l *Flew wine 111E MAIR DISTRICT No. ' 125 SWEINRTDEO OR DiS llicrENOIEER AND THE (CITY OF TUNISIA / SEATAC / ION0 COUNTY) PUIR)C WORKS SCREEN . - REAR 1O. HAVER. DISTRICT N0. 125 cannons ND MOMS, AND To THE (CITY OF TIIlN6A / CIY Of SEATAC /ROD CCOUNTY) STNDNS S W ICEI NS FOR ALL REM ANO NOTES MD DENS. . PROVIDE 3 /4-PCN SERVICE I3 MN TAP CON4ECTIOWS FOR EACH DOND WNM SE. Moult MIOWMLE OPEN VETCH S9U. BE OO FEET: • STO . C% PIES SHALL BE QWEED OURINO ALL PERIODS OF PREOIPRATION. CTCOMMON 1 MOWED PRO COMMON NC'Y0131UIE canto. 7E3T REQUIRED NO COPES Cr TEST REPORTS SUMMED TO TIC DISTRICT ENONEFJt. ALL COMPACTION UNDER PAVED lN MID iFIC NS AR SPILL 1 WO 5% YUM Deafly MODIFIED PROCTOR PER Y D- 1557. ALL ODIER NOS TO BE 903 *wow MEW MEW ROOFED PROCTOR. 23.' ALL WOES. FOE HTORANI3 NO 5 E5' I0TO 711 METER STOP TO BE mom AS. 1 N ' ar ALL PRESSURE O CURDY TESTS. . NO C1 RIO S. . . WATER /SEWER - CONNECTION PLAN • CONTROL SOL BE N ACCCOLIN CE ITIN (cnv of 7U $A /.CK OF SFATAC /' ALL PPE NO MRJRIELMNC! 10 0E iES MIN 10 FEAT Of MK CONECOON POINTS UNLESS MERINO MERINO AFPIIOYED BY ENGINEER. . CONCRETE THRUST NDC1011D SHILL BE PIKAIOED AT AL IDIOT, 7223, VALVES OR ODER APRNDNN ME ICES RE MEWL W. FORCES MEDIATE IRE T Wf N BLOCIaa SHALL BE ACCORD/OE WTH YMR COW T I. 123 STING OS. . TILE TESINO ND CONFECTION OF THE W1TDR 3YWWEN SWILL ' BE %MESSED BY MATER dSROCT NO. 125. 2" MAKE . 12 10612 LE :. (2)24 SUFIC • 3r RAKE • 2)24 - ARE NAME L . 36' E 36 COTTONWOOD 30' COTTONWOOD 30' COROM1000 / CO TTDNWODO e0 Oorro 000 • 1 -0 DIM' ego 1000 '1250 : 1500 1750 2000 • 2500 .2750 3000 .4000 5000 6000 COICOETE PAD 2 VENT PPE 10 RD0: VENT SYSTEM TO PREMIX PREMIX P0SRIVE GRAIN TO CREASE 6• 44N OW EAU a 332.3 r amour -� PRECAST ST CONCRETE VAULT - COAT RI00 TE 0 9Tn1 COAL TM EPDXY. . . I 111111-F1111"1"1.141.)21 I I I 1 I is 1 I 1 1 J 1 1 I 10 il',1111:11 I I T 1TI I I I I l I I1`I I I f I l 1i I I ' I11 I. . [i I • I Inch 1118 1 �� 7 L� I g .. .3' r r I 4 I � .. . 51 i 61 4 r V ll li" 1 ... MIA EL-4335A • ADJUST To ORAOE RIM a- 1333.9 6 11 YEN ucue J II TOR U1O ~TEE11 1' 0' u 1' • 115 . ; 3 �. :.:+Tt* "k r Ahi T1 ) ?f _. 6 + >a ∎c•' m 1 00M DOES • ' . 2/3 LENGTH _ 1/3 LMOH !IMAM ' `' sea GREASE TRAP SING CALCULATIONS: � ..., • , ,9._ y": : v < &° " -t 6 rip 11 itititin ill llul��ulli,it iu�luti�i IIIIllulliI ,lhH I�.1.IiilIHI IIii�1111 1III FJi 10 111111111111.:.„ PRCSSIV • 1r 1. CONCRETE.. 26 DAY COME STRENGTH . Pc • 4500 PIA M: . 2. REI AMU A-615 CR/OE 60 • ME ...3. Si6 ASTY A-155 ORME 63 '4. OESI . , A M 0 -1357 N'LI IMAM STRUCTURAL 02121 . Fan uoaW2 0UN0 PREGAST. ' • CONCRETE U1 JW 00 Ct1 URRE5 L NI SEVER UNE CONNECIONS 1D 1HE ' - INTERCEPTOR SWILL OE CORE DRILLED . • AND SFM *TM NON-SHRINK GROUT. • 6. ACTON.' VOLUME - 1.500 014.014 • 7. LOADS: H -20 TRUCK HEEL W 40T /. 30N 1 PER MSHIO. r pi • -6: FILL W / . CLEW MATER PRIOR TO STMT. UP OF SYSTEM. 2i Ej 9: CON L I CTOR TO SUPPLY , IILSTALL ALL pow No 10..tTRAY YM7ER 00&Y..MACx WATER SILL OE CMS OY SEPARATE 510E SEWEL . • • . .. ..1: .24 MIN 00 LOCIONa F21 t WU COI 065 MO 00-20 LORD CMAORY NO - . Vale "PRARTE sour (3 PUIEE5) • . . RIN a- !335.6 • 6' 001. • 0.73' GMT E6N r MIL COMPACTED OWN PEA CRAM. . 05 • X. 5 x t.5 x' 2' - 1,425 i PRECAST DEADER rffr pRg` 8 NNMER OF YEAS. WASTE ROW RETDMON 5RIRAOE - 12161 (PER 110118) x RATE X 1111E X FACTOR - CAPACOY' IRaD11.n • 91747 SWIM SEWER PRECAST C06CG:TE TMK • • t15E 1500 GALLON INTERCEPTOR. • . ' (01:510/1 CESIUM DEEM/ PLOWING 000E APPENDIX 31).... . • DESIGN DATA: SINGE SERMCE KITCHEN VENOM D0NMS11rt SEATING CAPACITY: APPROX.60 SEATS MINTED MEWS SER000: 95 • PER PDX 14011R 16! 60415 OF OPWNf0N GF EASE INTERCEPTOR DETAIL (TUKWILA DE'T'AIL 4S3 -12) (UTILITY VAULT 45106 -GA -1500 GALLON) NOT 70 SCALE • . . . RM. VLE sawn GSiIOCT STN NOTES • • 1. ALL NORM ANO WiEXL3 3W1L M NACCORDANCE WIH THE LATEST EIRn0N of THE WI. YUE SIMON!, S'EGFICAi1CNS,. AND W5DOT /APN1 swamp SPECIFlCA110F6, LATEST EDITION. 2. MR TO ANY CaOtRUcnoN ADiMTY. NE c0HIW TOR SLL scHEOULE AND ATTEND A • _ONFEENDE W1H THE NM. VUE SEMEN DISTRICT C00IRUCIIl1N raFECNON 3. OF THESE MPROYED ONO ' MUST BE ON THE JOB STE NNE/EVER CateRUCTION is N • 4. ALL SNIfMY 5000 erniTaFE415 saw. BE ca61RUCIEn et Mk0ROONCE•WTH THESE APPROVED PI S. ANY mow FROM THESE PIAJS ma REQUIRE APPROW FROIl THE 1W00400. E2426RER APPROPRIATE PUOUC AGENDE7. . . 5. IT SHALL OE 1100 SOLE RESPCNSMIUM OF TILE carruc70R TO o8TN14 51REET ESE AND ANY O71ER ROUTED POSTS PRIOR TO ANY CC STRUCIION ACTIVITY. . . L ALL LOCATIONS OF DDS1610 U16rE'S SOWN HERON HAVE BEEN ESTEEMS) BY FIELD 50R4E.'Y OR OBTAINED FROM N/ARADE RECORDS AND SIOULD 1HRE70RE BE DONSDDIED MPROxIWIE ONLY AND NOT NECFSSURILY•COMPLETE r'S THE SOLE RESPONSBUIY OF THE CONTRACTOR To NDFPEENOENTLY VERILY THE.ICCUR/CY QF ALL IJTOiW LOCATIONS SHOWN RIND TO FURTHER IssameR ND AVID ANY OTHER UTILITIES NOT SHOTR4.HRWN WM WY BE AFFECTED BY THE IPLDI04TA710N OF 1198 PLAN. 7. THE CONTRACTOR SLL cCNTACT.TNE UTUDES UFDROROUNO LOCA7pN corn (1 -500- 424 -5505) PRIOR 70 CONSTRUCTION.. THE COFER OR HIS REPRESENTATIVE SAL BE CONTACTED F A UTILITY CGiUCT 50515.. • • 5. ALL r ss sou BE PVC son PIPE. UNLESS ODERW0E NOTED.. STMCI C.O. ME ARO COYER. SET VRAIK N wort 511011T. -WW2 N w • 1 1 1 `-JOINT MAST 1' DIP l SMIDADAM AL AROIRD -.WANT CONCRETE PASS 5 (1 -1/2) r0Aca. (STAAOM T RPM) 1 1 rffr I pRg` 8 J• C13 PM T 1 R111.330.41 E 12• CONC N.334 -11 IE 12' CONC S•334.21 E 12' Cow NE•334.31 6'S INSTALL 1 -FIRASSORT. (YY)� PER M11R 5 STDS. 1/1/r r WNECTIO I T ' SY NET TAP PPI G TEE 1RLVE' (FIE J IFrCI 1 a • 1 ' 1 � 2 LFr OE- s3O2A E-332.2 (OUi)• / SEE DETAIL CO THIS SHEET • - 1-3323 (N)- •�www��w��i viii •wowow600' #__ '....- RA I+a7423• LOT DM 1r PP I .. E Ir OAIE t9l VE• .121.02 PIE E.321.o0 ••••-- _:•.:..... E 24 SOLNS 4 . .. ' • . E 12 CRAP SW -32IA0 �� EDT TIDILY h. • • B TYPE 1 RA0.334.46 • . IE 24' CIP W.33I.67 E r CUP E- 332.76 E r CiP 5.33265 BU IO =WING NEW CLEJNOW LOCATION Of Dam EXALT LOarial ND /i 10 BE WINFED BY TIE // BY TOT - HOUND' ROY' . :1' ENGINEER CONFLICTS ‘0 • 1/ �/ . sem SERVIC URE ER RAV aITIICT N0. 125 . • STMDAM IOIES 1. APPRGOFMIE LOCATIONS OF =NO IDIUDES TWE BEEN CUT.0 MM FROM A ?toms . • ?tos ND ME -_ .• FOR COMMENCE. ME CONTWCTOR SELL LE ICIPONINILE Sala NO FOR O woken OF POLwa AOOOEOFML UT Nor wow So As' 70 NOD DAYRDE OR DOWIIIM . AFC CONDUCTOR SL OUTER COMM 1)E UTER UDENCODID LOCO= COTTER (1-000-424-336) /M 1 ccN31 IUCTU ME OWNER OR IRIS REPW T SMLL BE (CNOICTTED F A UTUtY NTR L 2. CO SL GIQ NOTIFY DISTRICT ENR A IIIILM OF. 4O RS N MN AOOE Of ' • ALL IEAUFSTS FOR STNOFD. TESTIS ISPECTIDL 0 IR . 3. CONTRACTOR ESPONSOLE FOR Carnal AT' DOME Or. 5rM lQ. • . 4. CONDUCTOR SHALL FIR DISH STOP OP. d 3 FOR MFIIOMIL WIDE REOURED.By THE LETNL DMIOCMOIK AND FOR WWTO MN M Baleen DE1MN. 5. coNRACIaR SMU. IIISIALL EQUIPMENT N MCOIROMICE waH YNNFACHIRR'$ ' IEOGrcM1lQ M11F7R 0017131 LT No. 123 3PE'a1cA1IOI . ND (CITY Of DOLMA / It ,' ` •- --_._ Ex to' MATER NAIL p 4 � --.. °-- ^- tw- 336.45 �� / oo / �� _ �� N CONC - 373.17 '..,� 9f ,' I •caNCS.32a6 y . . . . ./ 7 ,...,, 4.-- , • , ,,,R vit , , . _._ .. -1,v, . ../. ik: . .au ,•.....:: :..,-.:,,,,,...-"• :::_... ......... -• , . . L CONTRACTOR 5wi •FURI W1 SH ALL EIONS. IN 1L. 7. ALL WIER N PPE SHALL L SE DUCTILE IRON CUSS 52.' PUSH -ON JOINT OR MOM/ T JG C7IEM ERNE GN A21.4). E COALED WTH CON. TM MYULSH. • . . IISDNIRION To BE N TH ACCORDNICE W WMUFACTURRS RECOMMD Doi/. ALL • . • 1L Mon SIWLL N. BE CST IRON M SILL. CONFCOM 70 AP tt FORAS . OF N61 STNIOVro A21.10. A21.11: BUM RIM MD A21.33. WM A Moult PIESSUE MTMae • 2a a'. 100 PS MD. W . BE =ENT WED. . . 21. L NL DATE HALVES TO BE MUELLER. ALL HYDRN IS 10 BE MEIER (M . WIOWNIS N COY 0F' SFATAc TO OE IOWA.) , . 9. CUT-IS TM MD IM S TO BE WOE BY CONTRACTOR. NOD Oa1RCT No.. 125 • . . SEIWr lT. IP 1D DOWER NO (CRY Of 1U616 C Of 3 1 1119 cootie IS . ., PEC1OIR MIST BE NODDED 4O IOLMB N an' NO 10. CAST M MECILN7L JOINT SLEEVE COUPWDS REQUIRED. • • . . E)OSINO 1 }'_ _DOiIFSIIC . ND =OWN 1 SEER iETERI TO ROM . CONNECT M • . • NO DOMESTIC IR MACE • TO TESTIS DDINSIIIC MEM - _)1llilCN c WA= • FINAL UNE SEE TO BE 01113WINED if BUILDING OMER 11. WPM - SLEEVES SILL OE MUELLER CAST MK el: Epoxy Cumin STEEL. OR ROYAL SST' 24.. iINIR 21 26. 1L ALL METER MOONS TO BE COORDIWIED WM WREN DISTNCI N0. 123 27. SIrRNrROO4r. • . IL ALL Ca!TI FIRE Wawa AND MONO TO BE OPEIRATIONA1. RCN 10 coMMENCE Of . COMa1RULTON. . • 17. NO males s ME 10 BE WOE tumour l *Flew wine 111E MAIR DISTRICT No. ' 125 SWEINRTDEO OR DiS llicrENOIEER AND THE (CITY OF TUNISIA / SEATAC / ION0 COUNTY) PUIR)C WORKS SCREEN . - l' I MET CTCOMMON 1 MOWED PRO COMMON NC'Y0131UIE canto. 7E3T REQUIRED NO COPES Cr TEST REPORTS SUMMED TO TIC DISTRICT ENONEFJt. ALL COMPACTION UNDER PAVED lN MID iFIC NS AR SPILL 1 WO 5% YUM Deafly MODIFIED PROCTOR PER Y D- 1557. ALL ODIER NOS TO BE 903 *wow MEW MEW ROOFED PROCTOR. 23.' ALL WOES. FOE HTORANI3 NO 5 E5' I0TO 711 METER STOP TO BE mom AS. 1 N ' ar ALL PRESSURE O CURDY TESTS. . NO C1 RIO S. . . WATER /SEWER - CONNECTION PLAN • CONTROL SOL BE N ACCCOLIN CE ITIN (cnv of 7U $A /.CK OF SFATAC /' ALL PPE NO MRJRIELMNC! 10 0E iES MIN 10 FEAT Of MK CONECOON POINTS UNLESS MERINO MERINO AFPIIOYED BY ENGINEER. . CONCRETE THRUST NDC1011D SHILL BE PIKAIOED AT AL IDIOT, 7223, VALVES OR ODER APRNDNN ME ICES RE MEWL W. FORCES MEDIATE IRE T Wf N BLOCIaa SHALL BE ACCORD/OE WTH YMR COW T I. 123 STING OS. . TILE TESINO ND CONFECTION OF THE W1TDR 3YWWEN SWILL ' BE %MESSED BY MATER dSROCT NO. 125. 2" MAKE . 12 10612 LE :. (2)24 SUFIC • 3r RAKE • 2)24 - ARE NAME L . 36' E 36 COTTONWOOD 30' COTTONWOOD 30' COROM1000 / CO TTDNWODO e0 Oorro 000 • 1 -0 DIM' ego 1000 '1250 : 1500 1750 2000 • 2500 .2750 3000 .4000 5000 6000 COICOETE PAD 2 VENT PPE 10 RD0: VENT SYSTEM TO PREMIX PREMIX P0SRIVE GRAIN TO CREASE 6• 44N OW EAU a 332.3 r amour -� PRECAST ST CONCRETE VAULT - COAT RI00 TE 0 9Tn1 COAL TM EPDXY. . . MRS L MIA EL-4335A • ADJUST To ORAOE RIM a- 1333.9 6 11 YEN ucue J II TOR U1O ~TEE11 1' 0' u 1' • 115 . ; 3 �. :.:+Tt* "k r Ahi T1 ) ?f _. 6 + >a ∎c•' m 1 00M DOES • ' . 2/3 LENGTH _ 1/3 LMOH !IMAM ' `' sea GREASE TRAP SING CALCULATIONS: � ..., • , ,9._ y": : v < &° " -t 6 rip 11 itititin ill llul��ulli,it iu�luti�i IIIIllulliI ,lhH I�.1.IiilIHI IIii�1111 1III FJi 10 111111111111.:.„ PRCSSIV • 1r 1. CONCRETE.. 26 DAY COME STRENGTH . Pc • 4500 PIA M: . 2. REI AMU A-615 CR/OE 60 • ME ...3. Si6 ASTY A-155 ORME 63 '4. OESI . , A M 0 -1357 N'LI IMAM STRUCTURAL 02121 . Fan uoaW2 0UN0 PREGAST. ' • CONCRETE U1 JW 00 Ct1 URRE5 L NI SEVER UNE CONNECIONS 1D 1HE ' - INTERCEPTOR SWILL OE CORE DRILLED . • AND SFM *TM NON-SHRINK GROUT. • 6. ACTON.' VOLUME - 1.500 014.014 • 7. LOADS: H -20 TRUCK HEEL W 40T /. 30N 1 PER MSHIO. r pi • -6: FILL W / . CLEW MATER PRIOR TO STMT. UP OF SYSTEM. 2i Ej 9: CON L I CTOR TO SUPPLY , IILSTALL ALL pow No 10..tTRAY YM7ER 00&Y..MACx WATER SILL OE CMS OY SEPARATE 510E SEWEL . • • . .. ..1: .24 MIN 00 LOCIONa F21 t WU COI 065 MO 00-20 LORD CMAORY NO - . Vale "PRARTE sour (3 PUIEE5) • . . RIN a- !335.6 • 6' 001. • 0.73' GMT E6N r MIL COMPACTED OWN PEA CRAM. . 05 • X. 5 x t.5 x' 2' - 1,425 i NNMER OF YEAS. WASTE ROW RETDMON 5RIRAOE - 12161 (PER 110118) x RATE X 1111E X FACTOR - CAPACOY' IRaD11.n • 91747 SWIM SEWER PRECAST C06CG:TE TMK • • t15E 1500 GALLON INTERCEPTOR. • . ' (01:510/1 CESIUM DEEM/ PLOWING 000E APPENDIX 31).... . • DESIGN DATA: SINGE SERMCE KITCHEN VENOM D0NMS11rt SEATING CAPACITY: APPROX.60 SEATS MINTED MEWS SER000: 95 • PER PDX 14011R 16! 60415 OF OPWNf0N GF EASE INTERCEPTOR DETAIL (TUKWILA DE'T'AIL 4S3 -12) (UTILITY VAULT 45106 -GA -1500 GALLON) NOT 70 SCALE • . . . RM. VLE sawn GSiIOCT STN NOTES • • 1. ALL NORM ANO WiEXL3 3W1L M NACCORDANCE WIH THE LATEST EIRn0N of THE WI. YUE SIMON!, S'EGFICAi1CNS,. AND W5DOT /APN1 swamp SPECIFlCA110F6, LATEST EDITION. 2. MR TO ANY CaOtRUcnoN ADiMTY. NE c0HIW TOR SLL scHEOULE AND ATTEND A • _ONFEENDE W1H THE NM. VUE SEMEN DISTRICT C00IRUCIIl1N raFECNON 3. OF THESE MPROYED ONO ' MUST BE ON THE JOB STE NNE/EVER CateRUCTION is N • 4. ALL SNIfMY 5000 erniTaFE415 saw. BE ca61RUCIEn et Mk0ROONCE•WTH THESE APPROVED PI S. ANY mow FROM THESE PIAJS ma REQUIRE APPROW FROIl THE 1W00400. E2426RER APPROPRIATE PUOUC AGENDE7. . . 5. IT SHALL OE 1100 SOLE RESPCNSMIUM OF TILE carruc70R TO o8TN14 51REET ESE AND ANY O71ER ROUTED POSTS PRIOR TO ANY CC STRUCIION ACTIVITY. . . L ALL LOCATIONS OF DDS1610 U16rE'S SOWN HERON HAVE BEEN ESTEEMS) BY FIELD 50R4E.'Y OR OBTAINED FROM N/ARADE RECORDS AND SIOULD 1HRE70RE BE DONSDDIED MPROxIWIE ONLY AND NOT NECFSSURILY•COMPLETE r'S THE SOLE RESPONSBUIY OF THE CONTRACTOR To NDFPEENOENTLY VERILY THE.ICCUR/CY QF ALL IJTOiW LOCATIONS SHOWN RIND TO FURTHER IssameR ND AVID ANY OTHER UTILITIES NOT SHOTR4.HRWN WM WY BE AFFECTED BY THE IPLDI04TA710N OF 1198 PLAN. 7. THE CONTRACTOR SLL cCNTACT.TNE UTUDES UFDROROUNO LOCA7pN corn (1 -500- 424 -5505) PRIOR 70 CONSTRUCTION.. THE COFER OR HIS REPRESENTATIVE SAL BE CONTACTED F A UTILITY CGiUCT 50515.. • • 5. ALL r ss sou BE PVC son PIPE. UNLESS ODERW0E NOTED.. STMCI C.O. ME ARO COYER. 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