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HomeMy WebLinkAboutPermit PL18-0020 - HILTON TRU HOTEL - SEPAHILTON TRU HOTEL 2623049075 PARENT FILE PL18-0020 THIS FILE E18-0005 SEPA/CHECKLIST HILTON TRU HOTEL 2623049075 PARENT FILE PL18-0020 THIS FILE L18-0029 DESIGN REVIEW/PUBLIC HEARING City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 29, 2018 NOTICE OF DECISION TO: Dale Sweeney, Applicant Tanaka Holding Company, Owner King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION FILE NUMBERS: L18-0029 Design Review APPLICANT: Dale Sweeney, Architect REQUEST: Board of Architectural Review approval for a Tru by Hilton hotel of 92 rooms and related site improvements proposed at a vacant site on the northwest corner of Minkler Blvd. and Andover Park West. LOCATION: Northwest corner of Minkler Blvd. and Andover Park West COMPREHENSIVE PLAN AND ZONING DESIGNATION: Tukwila Urban Center — Pond District SEPA DETERMINATION: Exempt II. DECISION SEPA Determination: The City SEPA Responsible Official has determined that the development proposal is consistent with the Southcenter Subarea development regulations and the SEIS prepared for the Southcenter Subarea, therefore, it is exempt from SEPA review. Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for Type IV design review approval does comply with applicable City and state code requirements and has approved that application and attachments A-E presented at the August 23, 2018 hearing, based on the findings and conclusions contained in the staff report and subject to the conditions below. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Conditions of Approval: 1. Extend the flat stone tile with limestone banding (shown on the vertical projections on the revised eastern and western elevations) up to the roofline trim and projections. 2. Remove a small section of landscaping north of the entrance vestibule on the western building fagade and install bike racks that will accommodate at least 2 bicycles. 3. Revise landscape plans to incorporate evergreen plantings around the proposed generator to increase screening of the mechanical equipment. 4. Add lighting adequate to meet building code requirements to the southern hotel entrance. Informational Items: 1. At building permit submittal, provide cross -sections of the sidewalk grades along all frontages to be reviewed for ADA compliance and to ensure the grades of sidewalks stay at a consistent grade for pedestrians, even across driveway cuts. 2. Include a product specification sheet for the required waste receptacle in the public plaza with the building permit submittal. 3. All mechanical equipment must be screened or not visible from adjacent streets. At time of building submittal, show adequate screening or viewpoint diagrams for rooftop mechanical equipment. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by September 12, 2018. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 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. L18-0029 Tru by Hilton NOD 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Lindsay Brown, who may be contacted at 206.433.7166 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. Lindsay Brown, Assistant Planner Department of Community Development City of Tukwila L18-0029 Tru by Hilton NOD GLA15 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director HEARING DATE: FILE NUMBERS: APPLICANT: REQUEST: LOCATION: COMPREHENSIVE PLAN AND ZONING DESIGNATION: SEPA DETERMINATION: NOTIFICATION: STAFF: ATTACHMENTS: Staff Report Board of Architectural Review for Tru by Hilton Prepared July 16, 2018 July 26, 2018 L18-0029 Design Review Dale Sweeney, Architect Board of Architectural Review approval for a Tru by Hilton hotel of 92 rooms and related site improvements proposed at a vacant site on the northwest corner of Minkler Blvd. and Andover Park West. Northwest corner of Minkler Blvd. and Andover Park West Tukwila Urban Center — Pond District Exempt The City of Tukwila prepared a Supplemental Environmental Impact State ment (SEIS) for the Southcenter Subarea under the State Environmental Policy Act (SEPA) as set forth in RCW 43.21C.420. Project -specific development proposals within the Southcenter Subarea are not subject to individual SEPA review provided they are consistent with the subarea plan, development regulations, and the SEIS. This project is therefore exempt from SEPA review. A Notice of Application was distributed to agencies that may have an interest in the project on May 11, 2018. The Notice of Application was also posted on the project site and mailed to surrounding residences/property owners. There were no comments received in response to the Notice of Application. Lindsay Brown, Assistant Planner A. Plan Set (Site Plan ST-1, Preliminary Civil Plan P-01, Landscape Plan, Exterior Elevation- West, Exterior Elevation- East, Exterior Elevation - Entrances, Bollard lighting details) B. Materials Board (presented at hearing) C. Limestone material sample (presented at hearing) D. Urban and Workplace Corridor standards summary sheets 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Findings Vicinity/Site Description Project Description This project seeks to transform an underdeveloped vacant lot into a 44,405 ft2 five -story, 92-unit Tru by Hilton hotel located at the northwest corner of Minkler Blvd. and Andover Park West. The project includes frontage improvements along Corporate Drive S., Andover Park West and Minkler Drive, 92 parking spaces, landscaping, and improvements to the vehicular and pedestrian circulation. The site will be accessed by one driveway on Corporate Drive and one on Minkler Blvd. (see Attachment A). Figure 1. Project location Existing Development The lot is currently underdeveloped as a parking lot with no principal use. The site typically has a few passenger cars parked during the day, and oftentimes has commercial truck cabs parked as well, presumably to provide a space for driver rest. The parcel is 1.44 acres in size and is zoned Tukwila Urban Center- Pond. Andover Park West is classified as an Urban Corridor, and Minkler Blvd. is a Workplace Corridor. Corporate Drive S. has no corridor designation in the Tukwila Municipal Code or Southcenter Design Manual. L18-0029 Tru by Hilton Page 12 Board of Architectural Design Review Staff Report Figure 2. Existing Conditions —project site looking SE from Corporate Park Drive S. Surrounding Land Use Adjacent development and land uses include inactive railroad tracks on the south side of Minkler Boulevard and a one-story furniture store to the south of those tracks, a two-story furniture building to the west, a two-story business park to the north across Corporate Drive S., and King County Housing Authority to the east across Andover Park West. Kitty-corner from the parcel is a two-story business park/office complex. Figure 3. Existing Conditions —office building north of the site, across Corporate Park Drive S. L18-0029 Tru by Hilton Board of Architectural Design Review Staff Report Page 1 3 Topography & Vegetation The parcel's developable area is flat, though the land slopes downwards from the site along all three street frontages to the curbs. There is an existing small retaining wall along the southern frontage, between the parking lot edge and the sidewalk on Minkler Blvd. This retaining wall will be removed for the proposed development, and the landscaping strip will slope downward from the sidewalk toward the curb along Minkler. Figure 4. Existing Conditions— mature trees and gentle slope up to developable pad from Andover Park W. Design Review This project is subject to Board of Architectural Review approval under Tukwila Municipal Code (TMC) 18.28.030.D. As a large-scale project, the project is subject to the applicable district -based standards, corridor -based standards, and supplemental standards in TMC Chapter 18.28 and the guidelines set forth in the Southcenter Design Manual. This discussion below is grouped into four sub -sections: District Based Standards; Corridor Based Standards; Supplemental Standards; and Southcenter Design Manual. The standards can be found online at: http://www.tukwilawa.gov/dcd/urbanplan/TMC18.28 New Southcenter Zoninq.pdf and the Design Manual can be found at: http://www.tukwilawa.gov/dcd/urbanplan/Southcenter%20Subarea%20PIan Final.pdf. I. District -Based Standards Structure Height (TMC 18.28.070): The proposed building reaches a maximum height of 59 feet for habitable areas, which is in conformance with the building height restriction of 70 feet including a height bonus granted in exchange for public frontage improvements along Corporate Drive S., Andover Park W. and Minkler Boulevard. There is a small portion of the building that is 70' in height, to provide for roof access. L18-0029 Tru by Hilton Page 1 4 Board of Architectural Design Review Staff Report Maximum Block Face Length (TMC 18.28.080): The proposed building is in compliance as it is infill of a pre-existing lot; no new streets will be created with the proposal. Side and Rear Setbacks and Landscaping Requirements (TMC 18.28.100-.110): The building location on the site meets the minimum 5-foot setback and landscaping requirement for the side and rear yards. II. 2. Corridor -Based Standards Andover Park West is classified as an Urban Corridor, and Minkler Blvd. is a Workplace Corridor. See Attachment D for Urban and Workplace Corridor standards summary sheet. Public Frontage Standards (TMC 18.28.150): Workplace Corridors are required to have at least 15 feet of public frontage improvements, split into a 6 ft. wide sidewalk and 9 feet of landscaping located at the back of the curb. The proposed improvements along Minkler Boulevard meet this standard. Because of grade changes between the developable pad area (currently paved as a parking lot) and the street, there is a retaining wall existing between the pad and the sidewalk; this retaining wall will be removed and the landscaping strip sloped with approval of the project. The sidewalk will be at -grade with the development pad. As with Andover Park West, a small concrete wall is proposed at about the midpoint of the site's Minkler frontage in order to retain existing street lighting. Figure 5. Retaining wall of 1.5' — 3' in height along Minkler frontage will be replaced by a 9' sloped landscaping strip and 6' wide sidewalk at -grade with the development pad. The proposed project meets the requirements for public frontage standards along Andover Park West, an Urban Corridor, including streetscape width and landscaping. An 8' sidewalk hugs the eastern elevation of the building, separated from the curb by a 7' wide landscaping strip with street trees, shrubs, and groundcover. The applicant proposes a small concrete cut-out wall for the midpoint of this L18-0029 Tru by Hilton Page 1 5 Board of Architectural Design Review Staff Report frontage in order to accommodate the site grade changes and retain existing vehicular -scaled lighting fixtures. Along with the building permit materials, the applicant shall submit a street lighting plan to satisfy the requirements for pedestrian and vehicular -scaled lighting. Building Orientation/Placement & Landscaping (TMC 18.28.160-.190): The proposed project meets building orientation standards, which require the building to be oriented to Andover Park West. The building's endcaps will approach the east ends of the Minkler and Corporate Drive S. frontages; surface parking will be located behind the building on the west side of the lot. No parking is proposed between the building and the street, though the parking area will be visible from Minkler Boulevard and Corporate Drive S. Architectural Design Standards (TMC 18.28.200): Urban Corridor (Andover Park W) Architectural Design Standards Design Response Acceptable Partial Unresponsive Not applicable Facade articulation Increment Commercial/mixed use maximum — 50 feet X Major vertical modulation maximum — 200 feet X Ground level Transparency Commercial -use minimum — 60% X Comments: • It meets the vertical modulation by 5 feet of profile change between the southern bank of rooms and the southern and central portions of the eastern facade. • The hotel design does not meet the facade articulation requirement because of the 117' feet of uniform horizontal facade along the eastern frontage for floors 3- 5, and there is 90' of consistent facade appearance for the second floor without a change in style, building materials, or colors. • Incorporating a variety of building materials would increase the articulation increments and create visual interest. Table 1. Architectural Design Standards for the Urban Corridor (Andover Park West) Architectural Design Standards (TMC 18.28.200): Workplace Corridor (Minkler Blvd) Architectural Design Standards Design Response Acceptable Partial Unresponsive Not applicable • Facade articulation Increment Commercial/mixed use maximum — 140 feet X Major vertical modulation maximum — 280 feet X Ground level Transparency L18-0029 Tru by Hilton Board of Architectural Design Review Staff Report Page 16 Commercial -use minimum — 50% Comments: • The hotel design meets both the facade articulation and the vertical modulation requirements, but the design provides 41 % instead of the 50% ground -floor transparency required for Workplace Corridors. While the offices provide large windows onto the street, the emergency exit stairwell does not include fenestration due to structural requirements. • Replacing the solid wall on the south -facing corner of the dining area with a window would increase the transparency along Minkler Boulevard. Table 2. Architectural Design Standards for the Workplace Corridor (Minkler Blvd) III. Supplemental Standards Special Corner Feature (TMC 18.28.220): The building's southeast corner has a trapezoidal projection featuring the hotel brand. The projection extends 13' from the hotel's exterior wall, over the landscaped area on the south frontage. Landscaping Types and General Landscaping Requirements (TMC 18.28.230-.240): The landscaping plan includes all required information for proposed vegetation. Spacing, dimensional, species diversity, and screening/cover specifications are all satisfied. Irrigation plans have been submitted and approved by the City's Urban Environmentalist. The setbacks are planted with sufficient shrubs and groundcovers to fulfill the landscaping requirements. Perimeter and interior landscaping square footage requirements have been satisfied. The landscaping islands and trees provided within the landscape islands are consistent with the code requirements. The applicant proposes a bioretention area dividing the first two rows of parking as you exit the hotel from the western exit. The plants proposed for this area are all water -loving plants appropriate for bioretention. The bioretention area will function well to filter water and as the tupelo trees will be planted at the high point of this landscape/bioretention hybrid area, the traditional landscaping should thrive as well. The City's Urban Environmentalist has reviewed and approved proposed plant material to ensure appropriate species selection and spacing. Open Space Regulations (TMC 18.28.250): The building footprint of approximately 9,000 square feet requires 450 square feet of open space. The applicant has designed a small public plaza on the northeast corner of the site, at Corporate Park Drive S. and Andover Park West. The public plaza measures over 500 sP and is defined by a decorative concrete paving floor pattern and raised landscape beds. The plaza features a waste receptacle and built-in benches and can be accessed from the doors at the northern end of the building, or from the public sidewalks on Corporate Drive S. and Andover Park West streets. General Parking Requirements and Guidelines (TMC 18.28.260-.270): The proposed project provides 92 parking stalls, which meets the parking requirements for hotels in the Tukwila Urban Center (a minimum of one stall per room). The parking lot meets requirements for compact car stalls, stall dimensions, setbacks, curb cuts, access, and provision of pedestrian walkways. Along the northern and western edges of the parking lot as well as fronting the bioswale and linear landscaping divider, cars will overhang the landscaped perimeter by up to the 2' allowed by code. The pedestrian path through the parking lot will be lit by bollards located in the landscaped islands. Parking lot landscaping and layout meet code requirements. Staff recommends a small section of landscaping be L18-0029 Tru by Hilton Page 17 Board of Architectural Design Review Staff Report removed just north of the western facade entrance vestibule for the installation of bike racks; parking for two bikes is required of the development. This is a well -lit location that is in front of windows which will provide some observational security. The sidewalk detail on the building permit will be reviewed for conformance with TMC 18.28.260.C.1.c, which requires the curb cut design for driveways to match the height of the sidewalk to ensure that the sidewalk stays at a consistent grade for pedestrians (see Figure 6). Driveway With Planting Strips �e 4 oL U ' Planting strips allow the sklewalk to remain level and in a continuous direction. Figure 6. TMC 18.28260.C. requires driveways in the TUC to be level with the height of the sidewalk. Site Requirements (TMC 18.28.280): Pedestrian access to the hotel is accommodated by a 5' wide concrete walkway connecting the hotel's western entrance with Corporate Drive S. and Minkler Boulevard sidewalks. Additionally, the hotel's eastern entrance is flush with the Andover Park West sidewalk- building orientation to the street is a requirement of the Urban Corridor Design Standards. The pedestrian crosswalk within the parking lot will be finished with a stamped concrete to enhance pedestrian safety, comfort, and the attractiveness of the site, and help it stand out to motorists. IV. Southcenter Design Manual The Southcenter Design Manual guidelines support and complement the community vision described in the Southcenter Subarea Plan, supplement and expand upon the design requirements in Chapter 18.28 and provide a flexible tool for quality and innovation. The Design Manual is organized into two main sections: Site Design Elements and Building Design. Site Design Elements covers a number of design topic areas, including Site Design, Service Areas and Mechanical Equipment, Lighting, Walls and Fences, and Open Spaces. The section on Building Design covers Architectural Concept, Entrances and Doors, Building Facade — Base and Top, Corner Treatments, Building Massing, Building Details and Elements, Building Materials and Colors, Windows, Weather Protection, Blank Walls, and Parking Structures. For each topic area, there are one or more Design Criteria, which can be general in nature. The Design Criteria explain the requirements for development proposals. They are the decision criteria by which the Director or Board of Architectural Review will decide whether to approve, condition or deny a project. The examples and explanations which augment each Design Criteria, provide guidance to the project L18-0029 Tru by Hilton Page 18 Board of Architectural Design Review Staff Report , applicant, to City Staff in reviewing a project proposal, and to the decision maker in determining whether the project meets the Design Criteria. L18-0029 Tru by Hilton • Page 19 Board of Architectural Design Review Staff Report A. Site Design/Elements 1. Site Design The intent of the site design/elements criteria is to encourage site design which is easily understood, appropriate to the area, takes advantage of unique opportunities, and is a positive element in the architectural character of the District within which it is located. The design criteria address various elements including: facilitation of traffic circulation by connecting through -streets; provision of safe, convenient, and connected pedestrian access; encouragement of harmonious visual character (where desirable); arrangement of buildings to enhance street frontages and the pedestrian environment; incorporation of open space and landscaping as a unifying feature; incorporation of screening, environmental mitigation, utilities and drainage as positive design elements; incorporation of opportunities for joint development of sites; and the use of site design to take advantage of and/or enhance views of and access to natural amenities such as the Green River. The proposal adds a sidewalk along its northern perimeter where there is currently none, thus completing the pedestrian walkway along Corporate Drive S. The hotel is placed flush against the Andover Park West street frontage improvements to be built with the project, making pedestrian access to the hotel convenient and inviting while maintaining access to cars toward the rear of the lot, accessed by a driveway on Corporate Drive S. and another on Minkler Boulevard. The public open space plaza is accessible, well-defined and inviting, and the landscape architect has incorporated a bioswale into the parking lot for natural runoff filtration. 2. Service Areas and Mechanical Equipment The intent of the service areas and mechanical equipment design criteria is to minimize the potential negative impacts of service elements through thoughtful siting and screening while meeting functional needs. Design criteria include: service element location and design; minimizing public visibility of loading docks and service bays, location and/or design of utility meters; electrical conduit and other service utility apparatus; rooftop equipment screening; and concealment and design incorporation of downspouts. The refuse and disposal area is accessible and properly screened by appropriate enclosures (concrete masonry unit wall with exterior insulation and finish system to match building exterior- dark brown) and landscaping. The doors for the trash and recycling enclosure are western red cedar, a local and high - quality building material. While there are shrubs proposed around the generator located north of the building, taller, evergreen plantings could increase the effective screening of this mechanical equipment. There will be mechanical equipment (HVAC, fans) placed on the rooftop; the applicant will be required to design appropriate screening or prove that mechanical equipment will not be visible from adjacent streets at the time of building permit submittal. 3. Lighting Site lighting should be designed to promote safety as well as enhance the nighttime appearance of buildings and landscaping. Solar -powered LED bollard lights will provide pedestrian -oriented lighting along the pedestrian walkway through the parking lot to the west entrance to the building. The lighting proposed adapts itself to the lighting levels outside, minimizing energy use while providing ample, directed lighting for pedestrians. No details or fixtures for the hotel exterior were submitted, but discussions with the applicant revealed plans for Tight bars to be installed underneath the weather protection along Andover Park West and L18-0029 Tru by Hilton Page 1 10 Board of Architectural Design Review Staff Report under the porte cochere. This concept will illuminate the sidewalk along Andover Park W. for pedestrians without the lighting being obscured by the over -sidewalk canopy. The applicant shall submit details for the under -canopy lighting and all exterior lighting fixtures at the time of building permit submittal. 4. Walls and Fences Walls and fences shall be designed to be compatible with the building, improve the appearance of the site, and improve safety. The walls of the refuse and disposal enclosure will be coated with the EIFS finish and color of the lower level exterior of the building- a dark brown. The gate of the enclosure will be western red cedar or equivalent; the roof line is flat, matching the hotel's roofline. Maple trees and shrubs will provide screening for the sides of the enclosure. 5. Open Space Provide safe, attractive, and usable open spaces that promote pedestrian activity and enhance the setting and character of the development. The proposed design features a patio area on the northeast corner of the site, accessible to guests via the first -floor interior hallway and accessible to the public via the sidewalks along Corporate Drive S. and Andover Park West streets. The patio is defined by a stamped concrete pattern, raised landscaped beds and built-in bench seating. The landscape beds include a satomi dogwood tree which blooms dark pink blossoms in late spring, and red ace pontilla shrubs with blooms ranging from yellow to deep red in late spring through fall. The patio will serve as an inviting public space along Corporate Park Drive S., enhancing the character and functional use of the north side of the building. The applicant shall submit a stamped concrete detail/material sample for planning approval with building permit materials. There is no weather protection proposed for the patio area; please see the discussion in Building Design -Weather Protection section below. B. Building Design 1. Architectural Concept The architectural design criteria encourages building design with easily understood organization, an appropriate relationship to the site, and with a positive impact on the architectural character of the District within which it is located. Architectural design should unify the massing and components of a structure or structures on a site into a cohesive and consistent thematic or stylistic architectural character or style that is responsive to the functional requirements of the development. The hotel features tan limestone on the first floor exterior to create a ground floor distinct from upper levels and provide more protection from the elements than E.I.F.S. affords. Notable elements of modulation include a pop -out of two room's width above the entry vestibule on the western facade, small projections in facades at the hotel's corners, and a distinct base and top for the southernmost portion of the eastern facade. 2. Entrances and Doors The primary entrance should be located and designed to represent the overall style and architectural character of the building and ensure a welcoming public face to the building. The primary entrance on the western side of the building has high visibility (with a covered port cochere) and is consistent with the building' pedestrian entrance on the eastern facade in style and L18-0029 Tru by Hilton Page 1 11 Board of Architectural Design Review Staff Report color (Figure 7). The entrance vestibules are brightly -colored, modern shapes consistent with the brand's modern aesthetic. Figure 7. The western facade's porte cochere (L) is architecturally consistent with the eastern facade's pedestrian entrance (R). 3. Building Facade — Base & Top Create a building base where the horizontal articulation of the lower part of a building fagade's design establishes a human scale for pedestrian users and passers-by, and aesthetically `ties" a building to the ground. Create a "top" on buildings through a substantial horizontal articulation of the facade at the uppermost floor of the building to provide an attractive facade skyline and complete the upper facade composition. Rooflines should reflect the architectural style of the building and be a distinctive design element. Roof surfaces should be punctuated with varying roof forms to break up large massing of roof surfaces and/or to provide opportunities to daylight interior spaces. Roof overhangs for both flat and sloping roofs are encouraged to add depth, shadow and visual interest. The first floor facade is wrapped in tan limestone to provide horizontal articulation and a durable and distinct base. Further distinguishing the ground level on the eastern facade are wide windows and a turquoise canopy projecting from the building edge, providing weather protection for pedestrians along Andover Park West and creating a bright horizontal border between floors 1 and 2. There are very slight variations in rooflines (2' distinction in height) excepting the staircase projection for roof access, and only the southernmost portion of the eastern facade has a distinctive "top". For the majority of the building, the roof is unarticulated by profile or color from the building's exterior edge. L18-0029 Tru by Hilton Page 112 Board of Architectural Design Review Staff Report 0 0 0 11 11 11 1 lea Figure 8. East elevation rendering of proposed hotel, showing a "top" on the southern portion of the roof. Potential design modifications that would increase the distinction of the roofline include: 1) Create a distinct roof line that includes details and cornice treatment similar to Figure 9. 2) Add a prominent cornice molding with distinct color similar to Figure 10. 3) Use different color, material and window pattern to treat the top story different that the remaining floors to create a distinct top similar to Figure 11. .71 Figure 9. Tru in Murfreesboro, Tennessee, showing a "top" with the rooflines. L18-0029 Tru by Hilton Board of Architectural Design Review Staff Report Page 113 Figure 10. Tru in Hershey, Pennsylvania, featuring a color stripe and molding, plus portions of projecting rooflines Figure 11. Troy, Michigan Tru hotel, featuring a top floor distinguished from lower floors by material and color L18-0029 Tru by Hilton Board of Architectural Design Review Staff Report Page 1 14 4. Corner Treatments The design criteria serve to emphasize building corners at important intersections with a distinctive building element. The Northeast corner of the hotel site features a small patio area with integrated bench seating and raised landscaped beds. This patio will increase pedestrian activity on Corporate Drive S., an area typically not pedestrian -activated past office hours. The southeast corner of the building features a prominent projecting "wing" featuring the hotel brand sign. The projection extends 13' from the hotel's exterior wall at the tallest plane, over the landscaped area on the south frontage. 5. Building Massing The use of horizontal and vertical modulation is required to maintain the desired human scale and character for the Southcenter area. The requirements encourage the design of building facades which incorporate interesting architectural details that add variety to the facade, animate the street presence, and are attractive at a pedestrian scale. The hotel is a large rectangular building, with exterior projections and indentations ranging from 2' at the building ends near the stairwells to 9' of projection for the western entrance vestibule on the western facade. The stepped edges of the hotel's main facades meet the vertical modulation requirements of commercial buildings on Urban Corridors (Andover Park West). While the building design differentiates the ground floor from upper floors by use of distinct finishing materials, weather protection, and increased fenestration, the design does not meet the facade articulation requirement of buildings on Urban Corridors. The maximum facade articulation increment is 50 feet, meaning that for every 50 feet of building frontage along Andover Park W., the exterior should be visually broken up by a change in building projection, design, or materials. The southern section of the western facade presents a uniform block of hotel rooms lacking modulation or distinction. Between the dark brown trapezoidal projecting wing and the northern portion of the building that projects from the main plane and has larger windows and a vertical mosaic -like stripe, there is 95' of uninterrupted, uniform horizontal facade. Any treatment to create a more pedestrian -scaled elevation on the eastern elevation should also be applied to the western elevation. Figures 9 and 10, above, use more frequent modulation increments and projections in addition to vertical striping and a change in materials to break up the building's elevations visually into smaller - scale sections as required by the Southcenter Design Guidelines. Staff recommends incorporating these techniques into the Tru design on both western and eastern elevations. 6. Building Details and Elements Detail elements are required to encourage the incorporation of design details and small-scale elements into building facades that are attractive at a pedestrian scale. The project relies on bright colors and sharp lines at the first floor vestibules, the porte cochere, and a distinctive vertical mosaic pattern runner stretching from the ground floor to the roof on the eastern facade to stand out and capture interest. Increased fenestration on the ground floor, use of natural limestone as a building material, and a bright turquoise canopy along the Andover Park West facade help break up the ground floor into smaller -scale features attractive at a pedestrian scale. The use of trellises and creeping vines should be considered at the hotel endcaps to visually break up the appearance of tall, uninterrupted walls on the exterior of the staircases. While there are shrubs L18-0029 Tru by Hilton Page 115 Board of Architectural Design Review Staff Report proposed in the landscaping plan, vertical plants would visually break up a tall, uninterrupted flat wall space. 7. Building Materials and Colors The use of natural materials that reflect our Northwest setting such as stone, local woods like cedar and fir, and functional materials like concrete, brick, and metal are encouraged. Wall cladding materials appropriate to the architectural style and building type shall be used. Authentic materials and methods of construction should be used to the degree possible. More than two colors and materials should be incorporated into each building's design. Monochromatic schemes are discouraged. Color choices should include warm rich colors that reflect and complement the woodlands, water and open sky of the region; weathered wood and oxidized metal colors relate to industrial and agricultural influences. Tru by Hilton is a national brand marketing itself as "vibrant, affordable and young -at -heart", and the color palette is bright and modern and not reflective of the Pacific Northwest's setting. Facade materials and colors are primarily neutral (cool -white and dark brown), with Tru by Hilton brand colors (light and bright turquoise, cerulean blue, canary yellow, bright purple) used on a vertical mosaic accent stripe and to highlight the hotel entrances. The porte cochere and pedestrian entrance vestibule canopies are bright turquoise, with distinctive, modern shapes. The majority of the eastern first -floor facade is comprised of large windows into the open lobby spaces of the hotel. On the western elevation, ground floor windows are located primarily on the southern half of the facade. The second floor of the western facade is finished with E.I. F.S. in a cool white color, as are floors 3-5, through there is a slight vertical projection (2.5' deep) in the facade that starts with the second floor on the southern side of the western facade. The majority of the 2nd floor of the eastern facade is proposed as dark brown E.I.F.S.; the southernmost bank of rooms on this side of the building projects approximately 7' from the rest of the facade. Floors 3-5 on all facades of the hotel are primarily the cool -white colored E.I.F.S.. The Southcenter Design Guidelines states that E.I.F.S. should be sheltered from extreme weather by roof overhangs or other methods, and weather -exposed horizontal surfaces should be avoided. E.I.F.S. is the primary building material, but the applicant has incorporated tan limestone into the design at the building base to add some visual and textural interest at the pedestrian level and provide a more durable surface on the areas where damage is most likely- the first few feet above the ground plane. Figure 12. Tru in St. Charles, Missouri featuring brick detail L18-0029 Tru by Hilton Page 1 16 Board of Architectural Design Review Staff Report Figures 9-12 show proposed and constructed Tru hotels in Murfreesboro Tennessee, Hershey, Pennsylvania, Troy, Michigan and St. Charles, Missouri and that incorporate distinct and natural building materials such as brick, stone, and tile into the hotel design. The doors for the trash and recycling enclosure are western red cedar, a local and high -quality building material. The applicant could incorporate this material as an accent into the building design (perhaps as a soffit material), which would increase the project's adherence to design standards and make the trash enclosure more architecturally compatible with the hotel. 8. Windows Ornamental framing and hardware should be used to provide a utilitarian opportunity for craftsmanship and decoration. Window frames and sills should be designed to be prominent and substantial in order to enhance openings and add additional relief. Figure 13. Lancaster, Pennsylvania Tru showing windows slightly inset The project's hotel room windows are neither prominent nor substantial. The window frames for hotel rooms shown in Figure 13, above, are inset slightly from the building's exterior wall. The proposed hotel's room window frames are thin aluminum; it is difficult to determine if the window frames are slightly inset such as at the Lancaster Tru location. On the Tukwila Tru proposal there are blank walls on the building ends (facing Minkler Boulevard and Corporate Park Drive S.) that are the sides of hotel rooms, but do not include windows. The second -floor guest rooms on the southern section of the eastern facade do not appear to be framed by building modulation or relief from the floors above it, but are differentiated by a darker color E.F.I.S. The lack of prominent sills or window frames is consistent with the brand's modern aesthetic but is not consistent with the intent of the Tukwila Urban Center Design Guidelines. The second -floor guest room windows on the eastern facade could be more prominent if framed by a building modulation in addition to a darker -colored facade cladding, as shown in the Hershey Tru rendering (Figure 10). On the Hershey Tru facade, the second -floor windows appear to be installed flush with the building exterior as on floors 3-5, but the darker -colored framing of the windows juts out from the building facade a few feet, providing more architectural interest. Other modifications that would increase the conformance with the L18-0029 Tru by Hilton Page 1 17 Board of Architectural Design Review Staff Report design guidelines include using higher -contrast window framing and ventilation grates (shown in Figure 12) or adding a window sill extending a few inches from the building facade. 9. Weather Protection Design buildings with non-residential ground floor uses to provide pedestrian weather protection along adjacent street front sidewalks and open spaces using awnings, canopies, or building overhangs such as porticos, covered porches and arcades. Where building orientation to streets/open spaces is required for the applicable Corridor Type, weather protection at least 6 feet in width along at least 75 percent of the facade must be provided. An eight -foot deep horizontal canopy overhangs 83% of the first -floor facade along Andover Park W. and a porte cochere and vestibule provides cover for the passenger loading zone at the main building entrance on the western facade. The northern elevation with an exterior door leading to the public open space and sidewalks does not have any weather protection proposed. A small canopy to match that along Andover Park W. would provide some weather protection for guests using the plaza, as would a canopy or sail covering over the built-in bench. 10. Blank Walls Blank walls are not permitted facing streets, sidewalks, open spaces, or pedestrian pathways and instead shall be designed to provide visual interest and human scale. The proposed project has tall, blank walls on the building ends where there are stairwells. On the building's southern end, the landscaping proposed are primarily small shrubs; a trellis and creeping vine plants could lessen the starkness of the wall (discussed in 6. Building Details and Elements), as would the integration of different building material colors as textured, as discussed in 7) Building Materials and Colors, above. The hotel's northern edge could increase its visual appeal at street level with the use of trellises and creeping vines; the addition of a weather -protection canopy for the door and weather protection for the bench area in the plaza would further increase visual interest and emphasize the human scale. 11. Parking Structures Design criteria do not apply as the project does not include a parking structure but rather a parking lot. V. Public Comments A Notice of Application was distributed to agencies that may have an interest in the project on May 11, 2018. The Notice of Application was also posted on the project site and mailed to surrounding residences/property owners. There were no comments received in response to the Notice of Application. L18-0029 Tru by Hilton Page 118 Board of Architectural Design Review Staff Report Conclusions 1. District -Based Standards There is a portion of the building that reaches the 70 feet height limit of buildings in the Tukwila Urban Center- Pond District, for the stairway providing for roof access. The development may reach the max height of 70 feet because of frontage improvements to Corporate Drive S. The proposed hotel development meets the design standards of the TUC- Pond District, including structure height, setbacks, and landscape requirements. 2. Corridor -Based Standards Andover Park West is classified as an Urban Corridor in the Tukwila Urban Center, and Minkler Blvd. is a Workplace Corridor. The site design meets the public frontage standards of those corridor types and installs a sidewalk where there is none along Corporate Drive S. The small retaining wall along Minkler Boulevard will be replaced by a sloped landscaping strip, keeping the sidewalk at - grade to the development pad. If the placement of the gas line and easement prohibits the installation of landscaping adjacent to the curb along Andover Park W., the sidewalk and landscaping positions will be switched and the existing mature maple trees along that streetscape can remain, Most architectural design standards for Urban and Workplace Corridors are met, but increased articulation along the eastern elevation, incorporation of distinct, high -quality building materials, and replacing a small section of solid wall with a window will ensure a final design that meets or exceeds design standards and increases the attractiveness of the design. With recommended conditions of approval, the proposed hotel will meet all corridor -based standards. 3. Supplemental Standards The supplemental standards for the Tukwila Urban Center include requirements for special corner features, parking, landscaping, open space, lighting, and pedestrian circulation. With a recommended condition of approval to replace a small section of landscaping near the building's western entrance with bicycle parking, the site design reflects conformance with all supplemental standards including the percentage of compact spaces allowed, aisle dimensions, parking lot and perimeter landscaping, and pedestrian walkways. A small area of bioretention will provide natural filtration of stormwater, and a prominent pedestrian walkway lined with adaptive LED bollards ensures that hotel guests will have a lit path to the hotel entrance at any time of day or night. VI. Southcenter Design Manual 1. Site Design Elements The proposed development meets the minimum setback requirements and creates a pedestrian - scale environment on Andover Park West. Pedestrian amenities such as benches and shade trees are provided in the publicly -accessible plaza at the corner of Andover Park West and Corporate Drive S. The project completes and improves pedestrian access along all three street frontages. L18-0029 Tru by Hilton Page 119 Board of Architectural Design Review Staff Report Landscape islands and stamped concrete pedestrian crossings will promote efficient vehicular circulation and access to parking spaces while providing safe and convenient pedestrian access throughout the site. The proposed site design adds one additional access point from existing off of Minkler Boulevard, which will allow hotel guests and the general public to access the hotel from two frontages and provide emergency vehicle access between the two roads. Interior parking lot landscaping and perimeter landscaping follow a coherent design concept, which will soften the built environment and create an inviting, pedestrian -friendly atmosphere. Staff recommends adding evergreen plantings to more effectively screen the generator proposed near the public plaza. The proposed bollard lighting of the pedestrian pathway matches the contemporary building design and will improve visibility at night with reduced energy use. The applicant shall submit details for exterior building lights and lighting under the pedestrian and vehicle canopy with building permit materials. The proposed public patio will enhance the pedestrian environment on the corner of Andover Park W and Corporate Drive S. through improved landscaping and amenities such as benches, shade trees, and stamped concrete. Staff recommends adding weather protection for the public plaza, over the integrated bench. Applicant shall submit a stamped concrete sample for planning approval with building permit materials. 2. Building Design The proposed hotel design uses bright accent colors and modern shapes at entrance vestibules to emphasize the fun and youthful aspects of the new brand. With minor architectural changes including adding or extending rooflines, making windows more prominent, and using a wider variety of building finish materials, the proposed Tru by Hilton could meet all design requirements. Staff recommends incorporation of these techniques to meet or exceed the Building Design- base and top, building massing, and building materials and colors requirements of the Southcenter Design Manual. Adding a trellis and creeping vines at the northern and southern building ends would visually break up the appearance of tall, blank walls and increase the hotel's attractiveness at a pedestrian scale. Recessing the hotel room windows slightly or adding a projecting window sill would make the windows more prominent and substantial, and adding weather protection for the northern exit door and over a portion of the public plaza would increase their utility in the winter months and meet the weather protection requirements. Recommendations Staff recommends the approval of the Design Review application with the following conditions: 1. Replace the solid wall on the south -facing corner of the dining area with a window to increase the transparency of the fagade facing Minkler Blvd. The Workplace Corridor standards require 50% transparency for Minkler Boulevard. (-2. Incorporate an additional building material to visually break up the 95' of uniform horizontal • plane on floors 3-5 on the eastern building facade. Building material shall be consistent with the figures incorporated into the staff report as examples and meet the requirements of the Southcenter Design Guidelines. - 3. Remove a small section of landscaping north of the entrance vestibule on the western building facade and install bike racks that will accommodate at least 2 bicycles. L18-0029 Tru by Hilton Page 120 Board of Architectural Design Review Staff Report 4. Revise landscape plans to incorporate evergreen plantings around the proposed generator to increase screening of.the•mechanical.equipment. 5. Incorporatee of the recommendations below into a revised building.elevation.to.create_a—y distinct base and top to the hotel: a. Create a distinct roof line that includes details and cornice treatment similar to Figuree.9. b. Add a prominent cornice molding with distinct color similar to Figure 10. ? . Use different color, material and window pattern to treat the top story_different,that th'e' .remaining floors to create a distinct, top similar to Figure_11.- " 6. Incorporate a-verticalmodulation or projection and/or a new natural building material such as brick, stone or tile to visually break up the areas of uniform building planes into smaller -scale sections. 7. Add trellises and creeping vines to the blank staircase exterior walls at the northern and southern ends of. the.hotel,.at ground.level. 8. Create a more substantial window appearance by insetting'the'windows, adding a,projectinn window sill, or installing a darker-colored.window frame.or grate. 9. Add.ameather protection can po y over the`building ss north exit; canopy should match the materials and design of the canopy along Andover Park West. 10. Install a sail or other weather protection for the public plaza. Informational Items 1. At building permit submittal, applicant shall submit a street lighting plan to satisfy the requirements for pedestrian and vehicular -scaled lighting. 2. At building permit submittal, applicant shall submit exterior building and under -canopy lighting specs and details for conformance with corridor -based standards. 3. At building permit submittal, provide cross -sections of the sidewalk grades along all frontages to be reviewed for ADA compliance and to ensure the grades of sidewalks stay at a consistent grade for pedestrians, even across driveway cuts. 4. Submit details for the stamped concrete pattern, integrated benches, weather protection, and waste receptacle proposed for the public plaza at time of building permit submittal. 5. All mechanical equipment must be screened or not visible from adjacent streets. At time of building submittal, show adequate screening or viewpoint diagrams for rooftop mechanical equipment. L18-0029 Tru by Hilton Page l 21 Board of Architectural Design Review Staff Report (GN •w j1-, „`ar+ ,ri i ilk 1 ti ! F — r a :i► II Gi t !..1 '-x.':1". I,w^!s% raac-•-'. 1 n :it I 1= VICINITY MAP cis/ DRIVEWAY 2' PARKING OVERHANG • LANDSCAPING r LANDSCAPING 26'-O RIGHT-INRIGNT-OUT LANDSCAPING 2' PARKING OVERHANG •'ROPERTY LINE ‘'LIGHT BOLLARDS LANDSCAP CORPORATE DRIVE S. EXISTING CURB AND GUTTER 5LANDSCAPING STRIP 5' WALR 26' WIDE FIRE LANE 26' WIDE FIRE LANE EXISTING CURB AND GUTTER PROPERTY LINE 2' PARKING OVERHANG PORTE COC ERE/ I WEST ENTRA CE 2' PARKING OVERHANG EXTRUDED CURB MINKLER BLVD, SITE PLAN 92 PARKING SPACES I II = 2O'-OI1 PROJECT DATA GENERATOR OPEN SPACE - MIN. 500 SQ FT. SEE LANDSCAPE PLANS LANDSCAPING JOB ADDRESS. 395 CORPORATE DRIVE S TUKWILA, WA 98003 ARCHITECT: DALE SWEENEY - ARCHITECT 5715 143RD PLACE S.E. BELLEVUE, WA 98006 PHI 425.260.8969 EMAIL: DALE.DESIGN3D@GMAIL.COM ZONING: TUC-P 5/TE AREA 62,597 5Q. FT. - I .44 ACRES PROJECT DE5CR/PT/ON PROPOSED DEVELOPMENT OF A 5-STORY, WOOD FRAMED, 92 UNIT HOTEL. LANDSCAPE AND SITE IMPROVEMENTS ARE INCLUDED. SEE SEPARATE LANDSCAPE AND CIVIL PERMIT FOR SITE RELATED PARKING, GRADING AND DRAINAGE, AND LANDSCAPE FEATURES. BUILDING AREA 9,022 SF 9,098 SF 9,098 SF 4TH FLOOR GROSS AREA = 9.098 SF 9,098 SF TOTAL GROSS FLOOR AREAS = 44,4 14 SF PARKING STANDARD- 58 COMPACT - 30 ADA - 4 TOTAL - 92 SPACES PROVIDED PROPERTY LINE EXISTING CURB AND GUTTER ANDOVER PARK WEST NTRANCE /8W29 to O0 C 8o CO CD aQ h y N m ma) Z Z O W ULa C9WLL0nCL y0 WWI00.j 000Z00. HILTON - TRU HOTEL PRINT DATE. 7/1/2018 11:05:50 PM SHEET NO. ST-1 REVISIONS: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. TRU BY HILTON (PROJECT NO. 17053) CONNECT TO EX. SIDEWALK 24.98 FG 4.86 EG •' - 25.46 'I-- -' 25.36 DUMPSTER LOCATION L � INSTALL FLOOR DRAIN W/ P-TRAP. SLOPE FLOOR AREA SO ANY DRAINAGE IN DUMPSTER ENCLOSURE 10' STORM DRAINAGE EASEMENT GOES TO FLOOR DRAIN (SS) PER SHORT PLAT, FILED UNDER ;, RECORDING NO.199711069009 i ALL EX. ON SITE CURBS - AND ASPHALT PAVING TO BE REMOVED L. PORTION OF EX. SIDEWALK TO BE REMOVED 12" STORM . •o- >TORM DRAINA.:E 4AN113.. RU 2424 18' C^,PI" N 1:,54 .E 18'MN, W18.04 E LADDER "✓tirt 4�t -SD-- - -SO`- - -50-r. - - CORPORATE DRIVE SOUTH EG 24.04 23.76 CB #4 24.86 ,r 5' SIDEWALK 24.54 -5' PLANTER FG 26.0 24.34 24.84 15' PUBLIC UTIUTY AND �Dl _LANDSCAPING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO. 199711069009 CONNECT T6 EX. WATER MAIN / 24.57 FG /FG -/ * ' 25. / r/ /, ,, , 25.75 4 / Y r. C.O. 1 25.8 / 260 2' PARKING OVERHANG (TIP) f 60' X 60' INGRESS / EGRESS AND PARKING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO.199711069009 SMALL RETAINING WELL FOR EX. STREE HEIGHT - 4 WALL TO CREATE T UGHTS (2' MAX LOCATIONS) (TYP) 1 _W- - -M _ - CONNECT TO EX. SIDEWALK C.O. PEDESTRIAN PATH • \ 1 FG 26.0 26 0 -2 25.2 25.46 41 a0 R' • FG 6 C7 C) FG - 26D C 25.7 24 (4 24. 4 DC.I.P.' WA 26.0 FIE HYDRANT IRRIGATION METER WATER METER 4' OR 6' SPRINKLER UNE 25.3 25.0 25.1 FG 24.8 O IP 24.0 "7 C7 c-) Dnom! fie C) c-) I II C) ( FLOW DIRECTION ARROW (TYP) N. FG 25.3 CURB CUTS (TYP) FG 24.8 24.9 FG .8 • 24.5 LP FG 24.0 CB g1 RIM-23.8 BIORETENTION SWALE REMOVE EX. FG FG CATCH BASIN / -� A 24.8 25.3 25.07 6- I I b- I 4.3 4� f ' 6' PERF. PVC �L REMOVE EX RM ^1/� 1\ STORM 25.3 I 24.8.8WTGT/MAIN ` FG 25.5 ENTRANCE CB #2 2G 23.8 CB #3�12' STORE - 96" DIA. STORMFILTER MANHOLE FG 25.3 FG 25.2 25.5 25.3 EG 24.63 F 25. FG 25.5 25.5 FG e 25.5 • FG 25.3 .\ 25.5 5 GENERATOR , N r L I OPEN SPACE /• 9' CLEAR EG HANDICAP RAMPS TO 0 24.28 CITY STANDARDS s. 4.6 24.8 LOCATION OF FIRE SPRINKLER ROOM IN 2 NORTHWEST CORNER OF BUILDING FG 25.3 PROPOSED HOTE (5-STORY) FF-26.0 44,405 BF EAST ENTRANCE 25.9 r ' r. 1 , FG FG 23.5 �SS CLEANOUT REMOVE EX. ATCH BASIN 25.0 FG 25.9 \ -�..-� -T 25.39 .5 25.25 - - EG 24.75 I 25.14 EG - - ...1 / -SS-T_ - 24.64 -- ' - 6- / -EG L 6' NEW SIDEWALK- 24.89 - - - - 9' PLANTER - EXTEND NEW 12' D.I. WA TO MAIN IN ANDOVER PARK W. lo'°12-°' P -a1- -Q).i FG-"�'1 , - I._- r ;------FG =� '�',1r��EG'�SJ� 25: ._�4,\_ a _25.2�,/ 24:9 r 24.5 F25.01 FG 'I' EG'% �EG / - - I • FG 24.51 g 24_72 EG24 - 5;,24._ G -/ 24: E _ / ; 24.33 - MINKLER BLVD I� 24.04 23.93 EG 23.83 -INSTALL DRIVEWAY APRON PER C.O.T. STANDARDS CONNECT TO EX. SS MAIN -REMOVE EX. SIDEWALK ALONG MINKLER BLVD 25.9, 7 OS RAMP ! iJ FG _ 24.7 FG ' 25.5 25.9 E 1 r 11 • I 11` 1 �I l TA' � ! 999 25.E / -AT / 1 8' NEW SIDE AL 7' PLANTERT I N 25.8 FG +�256,, PVC S REMOVE EX. SIDEWALK ALONG ANDOVER PARK W. CONNECT TO EX. SSMH 20 (PARCEL NO. 2623049075) i i 10 20 40 GRAPHIC SCALE SCALE T-20' SHEET INDEX P01 - PREUMINARY CIVIL SITE PLAN GENERAL NOTES: PROJECT WILL REQUIRE WA DOE NOTICE OF INTENT (N01) - CONSTRUCTION STORM WATER PERMIT. SEE CONCEPTUAL LANDSCAPE PLAN FOR NEW LANDSCAPING ALONG CORPORATE DRIVE S., ANDOVER PARK W., AND MINKLER BLVD. RELOCATE UNDERGROUND UT1UTIES TO RUN UNDER SIDEWALK (POWER/PHONE/GAS) ALONG STREET PLANTERS AS NECESSARY. (CORPORATE DRIVE S., ANDOVER PARK W., AND MINKLER BLVD)• - STRUCTURAL SOIL PLANTING IS REQUIRED FOR ALL TREES. SEE LANDSCAPE PLAN FOR DETAILS. C EXISTING' RAILROAD TIE ' RETAINING WALL ALONG MINKLER BLVD TO BE REMOVED 1.$! N + / v� ! 7 7R22.94 RtiMP '• 1, FG 1 V J 23.4 i 23.5 /2A/ iL 70R RAMP ''' -HANDICAP RAMPS TO CITY I STANDARDS (EXISTING HANDICAP RAMP AT THIS LOCATION) 23.08 1t0'- CLEAR, • REMOVE -2/ EX. STORM ROOF DOWNSPOUT \ CONNECTION CONNECT TO EX.-� CATCH BASIN I M NEW 12' D.I. WA CONNECT TO EX. WATER MAIN • -4 -' WATER NOTES A DCVA IS REQUIRED FOR THE FIRE SERVICE AND SHALL BE PLACED OUTSIDE IN A FIRE VAULT OR INSIDE THE BUILDING. A RPPA BACKFLOW SHALL BE PLACED OUTSIDE THE BUILDING INSIDE A HOT BOX/ROCK OR EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED INTO A MIN. 4' THICK CONCRETE PAD IS REQUIRED FOR THE DOMESTIC WATER SERVICE. ui co • 44 rn m CC uui ^ U ( 2 1u7 2iz g LC hi< El 1 hrn g° MU •du11 0 V 0 tO a°'i 0 W U> a' Z 0 ›- CO D F PROJECT NO.: 17053 DRAWN BY: AJL ISSUE DATE: 6-292018 SHEET REV.: PRB A NARY ONO_ BITE PLAN / 17053V/01.DWC P01 SHEET 01 OF 01 J r 0 PLANT SCHEDULE LS•01 TREES BOTANICAL NAME 410 AGER RUBRUM'FRANKSRED' RED SUNSET MAPLE 0 AGER TRUNGATUM X A. PLAT. 'WARREN RED' PACIFIC SUNSET MAPLE 0 GORNUS KOUSA 'SATOMI' SATOMI DOGWOOD 0 NYSSA SYLVATICA 'HAYMAN'S RED' HAYMAN'S RED TUPELO 0 05TRYA VIROINIANA AMERICAN HOPHORNBEAM le QUERCUS FRAINETTO 'SCHMIDT' FOREST GREEN OAK 0 SYRING RY RETIGULATA 'IVOSILK' IVORY SILK JAPANESE TREE LILAC 0 TILIA CORDATA 'CHANCOLE' CHANCELLOR LINDEN M UMERTENSIANA MOUNTNT AIN HEMLOCK SHRUBS BOTANICAL NAME * CAREX AUREA GOLDEN SEDGE • CORNUS STOLONIFERA 'KELSEYI' KELSEY DOGWOOD FESTUGA IDAHOENSIS 'SISKIYOU BLUE' SISKIYOU BLUE FESCUE HEMEROGALLIS X 'HAPPY RETURNS' HAPPY RETURNS DAYLILY ILEX CRENATA 'SKY PENCIL' SKY PENCIL JAPANESE HOLLY • ILEX GRENATA 'SOFT TOUGH' SOFT TOUCH JAPANESE HOLLY • MAHONIA AQUIFOLIUM 'COMPACTA' COMPACT OREGON (GRAPE • MAHONIA REPENS CREEPING MAHONIA MISGANTHUS SINENSI5 'MORNING LIGHT' EULALIA GRASS • POTENTILLA FRUTICOSA 'RED AGE' RED ACE POTENTILLA •CREEPING SARGOCOCCA HOOKERIANA HUMUS SWEET BOX ® SPIRAEA JAPONICA 'MAGIC CARPET' MAGIC CARPET SPIREA GROUND COVERS BOTANICAL NAME ARCTOSTAPHYLOS UVA-UR51 'MASSACHUSETTS' MASSACHUSETTS KINNIKINNIGK BIORETENTION MIX PLANTINGS BIORETENTION PLANTING MIX GOTONEASTER DAMMERI 'LOWFAST' LOWFAST BEARBERRY COTONEASTER EUONYMUS FORTUNEI WINTERCREEPER HILTON TRU HOTEL TUKWILA, WA LANDSCAPE PLAN JULY 2018 CORPORATE DRIVE SOUTH MINKLER BLVD A TUKWILA HILTON TRU HOTEL VIEW FROM THE WEST ALUM. WINDOW AND GRILLE ) COLOR 2 11 COLOR 6 COLOR 1 /e-od2 TUKWILA HILTON TRU HOTEL VIEW FROM THE EAST COLOR 1 PLIS -o0 20 COLOR 2 I II II II III ill III COLOR 9 II 11 Ill ill III III II 11 111 COLOR 5 COLOR 6 111:3LOR 3 COLOR 6 COLOR 1 OLOR 8 COLOR 7 ALUM. FRAME -- WINDOW & GRILLE COLOR 2 COLOR 1 iOLOR 3 TUKWILA TRU HOTEL ENTRANCES WEST ENTRANCE (PARKING LOT SIDE) EAST ENTRANCE (ANDOVER PARK W. SIDE) Lie- 0D29 • • City of Tukwila Planning Commission BOARD OF ARCHITECTURAL REVIEW (BAR) AND PLANNING COMMISSION (PC) MINUTES Date: August 23, 2018 Time: 6:30 PM Location: Council Chambers Present: Heidi Watters Absent: Chair, Nhan Nguyen; Commissioners Louise Strand anti Miguel Maestas Staff: Nora Gierloff, Deputy Director; Minnie Dhal rwa^ 1,,PIan ng Supervisor; Lindsay Brown, Assistant Planner; Max Baker, Assistant.PlannersandWynetta Bivens, Planning Commission Secretary Vice -Chair Martinez called the public hearing tooorder 'at 6:33 PM and swore inthosewishing to provide testimony. Adoption of the July 26, 2018 minutes were postponed, due to the continued agenda item. LindsayBrown, Assistant Planner, De arttnent of eommuni` Develo ment asked the appearance of fairness questions. There wereno disclosures and`no ob ections to any of the Commissioners hearing the project. Case number L18-0029/is a/con inuation of the Board of Architectural Review (BAR) public ) ) CASE NUMBER: L 18=0029 APPLICANT: Dale Sweeney REQUES1- Design Review -approval for development of a 44,405 sq. ft. Truce Efiltonjiote1 with 92 guest rooms and related site improvements. LOCATION: N Nofthwest corner of Minkler Boulevard and Andover Park West, APN 2623049075 hearing held on July 26, 2018. Vice Chair, Dennis Martinez; Commissioners, Sharon Mann, Mike Hansen and LindsarBrown gave the prese tation`for staff. She provided a re -cap of the proposal from the July hearing, and the BAR directions to staff and the applicant. Previously, staff recommended approval of the project with f0 conditions. The BAR directed staff to work with the applicant to create exhibits to reflect theerevisions made to three of the recommended conditions. Staff also returned with more,irifo,on the proposed street tree species as requested. An overview of the revisions for the continuation were also given. Staff's revised recommendation from July 26, 2018 is approval of the project with three conditions and three informational items as listed in the August 14, 2018 addendum to the staff report. The applicant agrees with staff's recommended conditions of approval. There were no public comments. Staff and the applicant addressed questions for the Commission. 3 • • Page 2 Public Hearing Minutes August 23, 2018 Dale Sweeney, Architect and the applicant addressed questions on maintenance of the building, such as material colors fading, and lighting. The public hearing was closed. DELIBERATION: Commissioners Martinez and Hansen were both present at the July hearing and were in consensus that the applicant met all their obligations and addressed everything as instructed satisfactorily. Commissioner Watters said the design looks good, and complimented the applicant on the trees proposed, but said she wanted to encourage use of larger stature trees Commissioner Mann said she is pleased with the development'ancLthe,August proposal looks good now. She said is it pleasing to have a developer listen to recommendations and be willing to work with their design group to meet the design standards.,putt together by ie City and the Commissioners. She said her only concern was the additional lighting. Commissioners Hansen and Watters asked for some cl ification on the r posed4ees.4. MOTION: Commissioner Hansen made a motion to. approve case numkerL 18-0029 with staffs findings recommendations and three conditions<an additional condition,for lighting on the south facade of the building, and three informational itemsCommissioner 14ann,Seconded the motion. All were in favor. CASE NUMBER: L18-0022 _ APPLICANT: •, war I alph < REQUEST: / Design Review approval for development of a five -story 177 room Element By Westin'hotel and related site improvements. LOCATION: Soutlieastrcorner of Andover Park E and Industry Dr., APN 0223400070: Max Baker,;A ssistant Planner, Department of Community Development asked the appearance of fairness questions. Therewere ho disclosures, and no one had any objections to any of the Commissioners hearing the project:, \\ Max Baker gave the presentation for staff. He gave an overview of the review process, provided background information on the site and project, as well as design review. In the staff report there are a total of six recommended conditions, which the applicant responded to after the packet went out. Staff requestedxto enter into the record Exhibit A, which addresses staffs condition number one. The applicant also,subinitted Exhibit B, which addresses staffs condition number two. The applicant has responded to'and has agreed to meet the requirements of the six conditions of approval. Staff noted that the Tukwila Urban Center (TUC) code allows for flexibility in the landscape parking lot design, but the intent is to provide shade from trees that are evenly distributed throughout the parking lot. This is one of the conditions the applicant has agreed to meet through the revisions. Staff recommended approval with six conditions. There was extensive discussion on condition number three regarding removing the gate between the patio area and sidewalk along Andover Park East. The Commission were not all in consensus regarding this condition. The majority concluded that instead of making it a condition of approval condition number three will be struck and the Commission will leave it up to the applicant to determine what is best for the project regarding removing the gate. 4 Page 3 Public Hearing Minutes August 23, 2018 • • Seth Terry, Architect for the applicant, addressed questions for the Commission. There were no public comments. The public hearing was closed. DELIBERATION: Commissioner Mann said they have set standards and if a developer makes efforts to meet those standards, then adding more requirements is excessive. She said removing the gate removes the potential for cafe seating for hotel patrons. She is in support of developing more open space sidewalk cafes in the TUC but is concerned with security for the propose93atio. Commissioner Hansen asked staff some clarifying questions regarding removal of the gate and staff deferred to the applicant. The applicant said they have previio�ous1 agreed to remove the gate. Commissioner Wafters said the area may require a redes`gnto'make t e,grass count as open space if the patio is inaccessible to the public. MOTION: Commissioner Hansen made a motion to approve `Case�Number L 8-0022 with staffs finding and conclusions, and conditions one, two, four, five and six,,,based on the applicant's response in Exhibit A, which he requested become a,permanent partlof theyrecord. Commissioner Hansen moved to revise condition number three to leave it up to the,,applicant to decide whether they remove the gate. Commissioner Mann seconded -the motion. The'motion passed three in favor, Commissioner Wafters opposed.\\ Commissioner Hansen asked rforilarification from,Comrnissioner Wafters. He asked whether her objection was because of the motion for condition4uniber three..$2'ommissioner Watters said for the record she was supportive of the project and had no concerns but was opposed to the revised condition number three ) ) \\ Commissioner Hansennmoved ttolrevise,his,motion to�approve Case Number L18-0022 with staffs finding and conclusionand-conditis.one,ltwo, four, five and six based on the applicant's response it Exhibit A, which he requested becomeya permanent part of the record. He moved to strike condition number�three'andAhe motion passed. Commissioner Martinezjnote they do support the growth in the TUC. And they did come to a unan mo\,decision. '\\\ Commission,er4Hansen thanked the applicant for bringing a great project to the TUC and thanked staff for an excellent job. Commissioner Mann) -thanked the staff for working diligently on both projects and for bringing forth projects they can.b e proud of. 5 • • Page 4 Public Hearing Minutes August 23, 2018 CASE NUMBER: L18-0045 Zoning Code Amendments APPLICANT: City of Tukwila REQUEST: Deliberation on regulations for short term residential rentals (less than 30 days) and updates to associated regulations for boarding houses, bed and breakfast lodging and residential rental unit licensing. LOCATION: Citywide There were only four commissioners in attendance and they were in consensus to delay hearing the short-term rental regulations due to the low PC turnout. Due to the busy PC schedule staff does not know when this item will come back to the Commission. _ Commissioner Watters said she feels uncomfortable deciding witho t> ore Commissioners because it's big and impactful. She said it's important and it is very d si appointing to delay it. She said there are people struggling to pay their mortgage and stayIn,their,house, and that it does matter, and this could help. She also said she was curious,,to know whatCCouncil would prefer they did. ' a DIRECTOR'S REPORT: • There was discussion on attendance. There waa a request to'address the issue`af a meeting soon, because continued absences are becoming,a problem There was also a request for a copy of the attendance definition \ c( • Staff provided an update on the+PC.scheddule for the�remainder of the year. • Commissioners Martinez, Mann>and Waters attended'the`tour of previously approved projects with staff in August. They�alhthanked staff and noted,such sentiments: It was a great opportunity; Grreatexperience sThey enjoyed it They�like seeing the completed projects; Apprec tedista fftakiing the time;4Itt was an encouraging example of why they volunteer their tinier"- , Adjourned: 40 PM Submitted by:r.--._Wynetta,Biv n -'"` "~ •, � Planning C fission Secretary • t� s `s 6 PRE -APPLICATION CHECKLIST- PLEMENT The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. Row 4 Project Name: True by Hilton Address: 395 Corporate Dr. S Permit #: PRE17-0034 Zoning District: TUC -Pond Applicable Corridors: Andover- Urban Corridor Minkler- Workplace Corridor Date: 9.28.2017 1 Application of Code Comment 2 Is property within 200' of OHWM? If yes, SMP applies No 3 Does property contain environmentally sensitive areas? If yes TMC 18.45 applies NO 4 Is it a non -conforming use, structure, landscape area or parking lot? If yes, TMC 18.70 applies. No 5 Is there a change of use — Intensification? If yes, new street and/or public frontage improvements may be required. YES- frontage req 6 Is there construction of a new pad building on a site with existing development? • New structure must comply with all requirements. • Any alterations to non -conforming landscape areas or parking lots must be made in accordance with 18.70 No 7 Is an existing building being expanded? • Expansion must meet all requirements for the new portion of the structure. • Any alterations to on -conforming landscape areas or parking lots must be mad accordan with 18.70 No 8 Is a vacant site being developed, or complete redevelopment of a site occurring? Requires compliance i h all stan ards & g idelines. � few Yes 9 Is project consist of only tenant improvements (TI's)? Does no`' igger desi r application of district or corridor standard . NO 10 Design Review 11 Is project located in RC, TOD, Pond, or CC District? Use SE) n er 'gn Manual POND 12 Major remodel & small scale project: - New non-residential structures and 25,000 square feet in size premises) - New residential or mixed use providing up to 50 dwelling u premises) - Exterior expansions b t n square feet in si to o premises) adr.0't`iis between 0 (total buildings \(total 1,500 and 25,000 tive Design Review, Type 2 Decision �� 13 - Any exte o ep ir, c struction, cosmetic alterations -or ements, when the cost of that worklexce d % of the buildings current assessed v ation (the cost of repairs to or reconst`yr ction oofs screened by parapet walls is exem • Administrative Design Review, Type 2 Decision . Compliance with corridor -based architectural design standards and building orientation is required for existing buildings only if they are destroyed by any means to an extent of more than 50% of their replacement cost at the time of destruction, in the judgment of the City's Building Official. 14 Large scale project: - New non-residential structures greater than 25,000 square feet in size (total on premises) - New residential or mixed use buildings with more than 50 dwelling units (total on premises) - Exterior expansions greater than 25,000 square feet in size (total on premises) • Board of Architectural Review (BAR) • Type 4 decision (see TMC Chapter 18.60) YES Minor remodels and very small scale projects. Projects NOT meeting the design thresholds set forth above • Not subject to design review • Evaluate using applicable regulations in this Chapter EXCEPT for the corridor -based architectural design standards. • However, cannot increase non -conformity with corridor -based architectural design standards. 15 Is project located in WP District? No 16 - New small scale residential or mixed use buildings providing up to S0 dwelling units (total on premises) - Any exterior repair, reconstruction, cosmetic alterations or improvements, when the cost of that work exceeds 10% of the building's current assessed valuation (the cost of repairs to or reconstruction of roofs screened by parapet walls is exempt). • Use Southcenter Design Manual & applicable 18.28 regs • Administrative Design Review, Type 2 Decision 17 New large scale residential or mixed use building projects with more than 50 dwelling units (total on premises) • Board of Architectural Review (BAR) . Type 4 decision (see TMC Chapter 18.60) 18 Small scale new construction or exterior expansions between 1,500 and 25,000 square feet in size (total on premises) • Administrative Design Review, Type 2 Decision . Use Design Review Criteria in 18.60.050 19 Major remodels. Any exterior repair, reconstruction, cosmetic alterations or improvements to buildings over 10,000 square feet, when the cost of that work exceeds 10% of the building's current assessed valuation (the cost of repairs to or reconstruction of roofs screened by parapet walls is exempt). Compliance with corridor -based building orientation/placement and architectural design standards is required for existing buildings only if they are destroyed by any means to an extent of more than 50% of their replacement cost at the time of destruction, in the judgment of the City's Building Official. 20 Large-scale new construction or exterior expansions greater than 25,000 square feet Board of Architectural Review as a Type 4 decision (see TMC Chapter 18.60) 21 Minor remodels and very small scale7E ects. • Not subject to design review W Projects NOT meeting the design thresholds set forth • Evaluate using applicable regulations in this Chapter EXCEPT above are not subject to design review and shall be evaluated using applicable regulations in this Chapter for the corridor -based architectural design standards. EXCEPT for the corridor -based architectural design standards. 1 Project Review 2 Requirement Page' Code Citation Applies' Notes/Comments - - Meets requirem ent? 3 Determine district 9 18.28.040 & Fig. 16 District Map Y POND District 4 Is land use permitted? 10 Table 2 Land uses Allowed by District & 18.28.050 Y Yes 5 How tall? Allowable max/min height & height incentives 13 Table 3 District Standards & 18.28.070 Y 45/70 ft. with frontage improvements Maybe 6 Is maximum block face length exceeded? ',yes, new street may be required. 13 Table 3 & 18.28.080 N Yes 7 Is a new street required? permitted corridor type for new street 13 18.28.090 & Table 3; also check Fig. 19 Corridor Type Map (p 19) N N/A 8 If applicable, see new street cross-section & regulations 21-29 18.28.130.D Corridor Types, and 18.28.140 New Streets N/A 9 Side & rear setbacks and landscaping requirements 13 Table 3 District Standards, and 18.28.100 & 110 5 ft. side and rear setbacks+ landscaping yes 10 Determine corridor(s) adjacent to the parcel. Note that corridor -based standards apply to that portion of a building's facade within the first 185' of a parcel, measured from back of curb (18.28.020.13.4.a.) 19 Fig. 19 Corridor Type Map, and 18.28.120 Y Andover Park W. Urban Corridor. 8 8. sidewalk 7 ft. landscaping. Bldg oriented to street. 80% ground floor transparency. facade articulation minimum 50 it. Minkler: Workplace Corridor:8 ft. sidewalk 9 fl. landscaping. 50% ground floor transparency. Maybe 11 Modifications to corridor standards — can be proposed by applicant. 20 18.28.130.0 12 Public frontage standards (sidewalk & landscaping width) 20-28 18.28.150 See above. 13 Building Orientation/Placement & Landscaping (refer to Corridor Type Charts pages 21-28) 14 What portion of building facade is within 185' of a parcel, measured from curb line? (Corridor -based standards apply to that portion of a building's facade within the first 185' of a parcel, measured from back of curb.) 2 18.28.020.4.a. Y majority Yes 15 Is building orientation to street/open space required? 31 18.28.160 Y Needs a primary entrance facing Andover No 16 If so, weather protection required. 32 18.28.160 & SC Design Manual yNeeds 6' wide weather protection along 75%of building facade No 17 Frontage building coverage requirement (for Walkable & Tukwila Pond Corridors) 21, 23, 33 18.28.170 Y 18 Front yard setback requirement 34 18.28.180 Y 15 min. both Andover and Minkler ,. Yes 19 Allowable location of off-street parking 35 18.28.190 Y Yes 20 Min front yard landscaping 43, 46 18.28.230.A, 18.28.240 V see 810 above Yes/No 21 Architectural Design Standards (refer to Corridor Type Charts pages 21-28) 22 Required facade articulation increment 37 18.28.200.E Y horizontal 50 ft., vertical 200 ft. ? 23 Ground level transparency requirement 40 18.28.200.0 Y 500/D between 2 and 10 ft. ? 24 Other 25 Front yard encroachment regs — building overhangs into public frontage 42 18.28.210 overhangs may encroach into public frontage 6 ft. 26 • supplemental 27 Special Corner feature guidelines & standards Table 3, 43 18.28.220 28 Landscaping Types 29 Front yard landscaping 43 18.28.230.A See #10, above. 30 Side & Rear Yard (groundcover, moderate, heavy screening) 44 18.28.230.E 31 General Landscaping Standards (applies to setbacks, public frontage areas, open space, other areas on -premise) 46 18.28.240 32 Plant materials 46 18.28.240.8.1 33 Visibility 47 18.28.240.8.2 34 Soil Prep & Planting 47 18.28.240.8.3 35 Irrigation 48 18.28.240.8.4 36 Landscape plan requirements 48 18.28.240.6.5 37 Parking lots (setback, perimeter, interior) 49 18.28.240.8.6 38 Utility & service areas 50 18.28.240.8.7 39 Street trees in public frontage (spacing, wells) 50 18.28.240.6.8 20.30 ft. between trees: Tree every 500 aq.ft. of hont yard. 40 Maintenance & Pruning 51 18.28.240.8.9 41 'General Landscaping Guidelines' 51 18.28.240.0 42 Plant materials 51 18.28.240.C.1 43 Design 52 18.28.240.C.2 landscape architect 44 Open Space Regulations (also see Design Manual Section 5) 53 18.28.250 Based on TMC 18.28 printed code — see http://www.tukwilawa.gov/dcd/urbanplan/TMC18.28 New Southcenter Zoning.pdf 2 Guidelines convey general policies, performance standards, and objectives, but do not dictate solutions. 45 Amount of open space — Table Ow' use 54 Table 4 Y 50 sf/ 1,000 footprint. Minimum 306 46 Applicant proposing options for meeting OS requirements? 54 18.28.250.D.4 47 Pedestrian space for commercial uses — design requirements 55 18.28.250.E 48 Pedestrian passage design requirements 56 18.28.250.E.2.j 49 Common OS for residential uses — design requirements 57 18.28.250.F 50 Private OS for residential uses — design requirements 59 18.28.250.G 51 General Parking Requirements' 18.28.260 52 Number of spaces 60, 62 18.28.260.E + Table 5 53 Parking reductions 61 18.28.260.6.5 54 Vehicular access, including curb cuts 63 18.28.260.0 55 Parking Lots 64 18.28.260.0 56 - pking space dimensions, maneuverability, surface, 65 18.28.260.0.1-3 57 - Landscaping setbacks, perimeter, and interior 65 18.28.260.0.4 58 - parking lot walkways 65 18.28.260.0.5 59 - lighting & safety 66 18.28.260.0.6 60 - drive-thru facilities location & design 66 18.28.260.E 61 - parking structures 66 18.28.260.F 62 General Parking Guidelines 66 18.28.270 63 Parking lot landscaping 66 18.28.270.A 64 - Rooftop parking landscape alternatives 66 18.28.270.A.3 65 Loading zones 67 18.28.270.E 66 Bicycle parking — general guidelines, short term parking, parking at workplace 67 18.28.270.0 67 Site Requirements 68 18.28.280 68 Pedestrian circulation (also see Design Manual Section 1 Site Design) 68 18.28.280.A 69 Lighting — safety, glare prevention, height (also see Design Manual Section 3) 69 18.28.280.E 70 Walls & Fences (see also Design Manual Section 4) 70 18.28.280.0 71 Utility and service areas (see also Design Manual Section 2 Service Areas & Mechanical Equipment) 70 18.28.280.0 Other comments (examples): 1. Building Design — see Southcenter Design Manual Sections 6-15) 2. Site Design — see Southcenter Design Manual Sections 1-5 3. Building materials — look to surrounding structures/uses for cues. Use brick, metal, etc 4. Blank walls must be addressed (see Southcenter Design Manual Section 15) 5. Parking lot landscaping requirements apply 6. Any mechanical equipment must be screened, including equipment on roof 7. Restaurant/building orientation 8. Pedestrian links required — a. To stairs on north side of property b. To existing sidewalk connecting to Mall on south side of property c. Sidewalks encircling restaurants d. E/W Sidewalks on south side of parking lot for restaurant 9. Signage — a. allowed 1 per each public entrance b. incentive signage, if add'I architectural interest provided (TMC 19.20.050.F.4) Guidelines convey general policies, performance standards, and objectives, but do not dictate solutions. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CHAIR, NHAN NGUYEN; VICE -CHAIR, DENNIS MARTINEZ; COMMISSIONERS, MIGUEL MAESTAS, SHARON MANN, MIKE HANSEN, LOUISE STRANDER, AND HEIDI WATTERS BOARD OF ARCHITECTURAL AND PLANNING COMMISSION REVIEW AGENDA AUGUST 23, 2018 - 6:30 PM TUKWILA CITY HALL COUNCIL CHAMBERS CALL THE MEETING TO ORDER ATTENDANCE ADOPT MINUTES — JULY 26, 2018 BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING IV. CASE NUMBER: APPLICANT: REQUEST: LOCATION: V. CASE NUMBER: APPLICANT: REQUEST: VI. VII. LOCATION: L18-0029 (continuation from public hearing held on July 26, 2018) Dale Sweeney Design Review approval for development of a 44,405 sq. ft. Tru by Hilton hotel with 92 guest rooms and related site improvements. Northwest corner of Minkler Boulevard and Andover Park West, APN 2623049075 18-0022 Will Ralph Design Review approval for development of a five -story 177 room Element by Westin hotel and related site improvements. Southeast corner of Andover Park E and Industry Dr., APN 0223400070 PLANNING COMMISSION PUBLIC HEARING CASE NUMBER: APPLICANT: REQUEST: LOCATION: L18-0045 Zoning Code Amendments City of Tukwila Deliberation on regulations for short term residential rentals (less than 30 days) and updates to associated regulations for boarding houses, bed and breakfast lodging and residential rental unit licensing. Citywide DIRECTOR'S REPORT VIII. ADJOURN Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Planning Commission BOARD OF ARCHITECTUAL REVIEW(BAR) MINUTES Date: July 26, 2018 Time: 6:30 PM Location: Council Chambers Present: Absent: Staff: 0 Chair, Nhan Nguyen; Vice Chair, Dennis Martinez; Commissioners, Louise Strander and Mike Hansen CommissionerSharon Mann, guel Maestas, an(Heidi Watters Minnie Dhaliwal, Planning Supervisor; Lindsay Brown,/Assistant Planner, and Wynetta Bivens, Planning Commission Secretary/ Chair Nguyen called the public hearing to order at 6:30 BM. Adopt Commissioner Nguyen requested the 0§/28/18 minutes be amend to change the Minutes: word `rating' to `vetting' on pagethree, last sentence f his commenHe also read some additional language he requested bedded tthe minutes. Upon review of the 06/28/18 recording the language added tothe .minutes reflect his comments from the recording. Commissioner Hansen moved to approvethe minutes as amended. Commissioner -Martinez seconded the motion. 1�Io ion passed. \// Chair Nguyen swore,in those wishing to provide teetimony and opened the public hearing. Staff asked the Commissioners the appearance of fairness questions. There were no disclosures, and no objeections.to the Commiss ione hearing th case. Lindsay, Brown, A iss 'sta�nt*Plane `Department of Community Development gave the presentation for staff. She,provided background info of the neighborhood and site; and gave a summaryyon fhe Tukwila Urba Cen er�standards and guidelines that applied for the project. She also explainedhhow the prop4a1 meets the guidelines. She went over the applicant's proposed alternative diagrams and renderings for consideration, which were submitted immediately prior to the public hearing. As noted in the July 1`6., 2018 staff report the applicant did not submit information for the following, lighting; sidewalk grades; stamped concrete pattern, integrated benches, weather protection, waste receptacles; and mechanical equipment screening. Staff recommends approval of the project with 10 conditions as noted in the July 16, 2018 staff report. Dale Sweeney, Architect and applicant addressed questions for the Commission. 3 Page 2 Public Hearing Minutes July 26, 2018 Commissioner Stander inquired on the list of five informational items noted in the staff report that were not submitted. She asked when they would be ready to submit for review. The applicant responded that it would not be long. Commissioner Strander said she would like that information. There were no additional comments. The public hearing was closed. Deliberation: Commissioner Hansen said it was an exciting project, but he/does hot think that it's ready to be approved yet. He said the Commission does not have the information tliey would typically have for a project. He said his recommendation is that they get the information they need to approve the project. He said he would not be willing to approve.ton' h' Commissioner Martinez said he applauds staff and.tlie.architect on their willingness to work and re -work this. He said he likes the idea of integrating a newbumg material into the soffits, and he'd like to see more exterior details, generally. He said we are almost at the finish line, but a couple of things need to be cleaned up, and hecould probably fly right through the next meeting. He said it really is a shame that they couldn't,get it -all together tonight. Chair Nguyen asked theapplicant when thercould submit the informational items, so the project could come back to t e Planning Commission. '"Helso requested language to add a condition requiring larger street trees to address the issue of masking and the number of mature trees that were taken out for the project. Commissioner Han'sensaid he didn't know if he could support a condition for larger trees. -Commissioner Nguyen revised his request (action item below, bullet one). Chair Nguyen re -opened the:pub1ic.hearing. The project will come back to the Planning Commission after the applicant has submitted the informational items for review. Staff asked for direction from the Commission regarding the 10 recommended conditions of approval. Staff walked,through the conditions with the Commission. The Commission were in consensus with staffs recommended conditions of approval 1, 3, 4, 6, 7, 9, and 10 (see action item, bullet two regarding conditions 2, 5 and 8). ACTION ITEMS: • Staff will return to the Commission with more information on the size of the street trees shown at maturity and will work with the applicant's landscape architect to select larger street trees if necessary. 4 Page 3 Public Hearing Minutes July 26, 2018 • Staff will work with the applicant to create additional renderings illustrating recommended conditions of approval number 2, 5 and 8 and come back to the Commission with a recommendation. • Applicant shall submit the materials requested in "Informational Items" at the end of the staff report. MOTION: Commissioner Hansen moved to continue the public hearing to August?.23, 2018, 6:30 PM. Commissioner Strander seconded the motion. Motion carried. DIRECTOR'S REPORT: • Staff gave an update of projects scheduled for the Planning Commission to review. • Staff said there is a tentative PC tour scheduled‘for August 16thof their�previously approved projects. The Commissioners were as* ced to confirm their attendance. ADJOURNED: 7:45 PM Submitted by: Wynetta Bivens Planning Commission Secretary 5 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director ADDENDUM TO THE STAFF REPORT BOARD OF ARCHITECTURAL REVIEW FOR TRU BY HILTON; L18-0029 PREPARED AUGUST 14, 2018 Background At the Board of Architectural Review Public Hearing on July 26th 2018, staff gave a presentation and answered questions about the Tru by Hilton hotel proposed for the northwest corner of Andover Park West and Minkler Boulevard in the Tukwila Urban Center. Staff recommended approval of the project with ten conditions of approval and postponing review of several exterior finish details to the building permit stage. The Board decided not to make a decision on the project until the applicant could provide the details required of design review and revise elevations to reflect several conditions of approval, submitting them to the Board for consideration. Staff was directed to work with the applicant on building design changes responding to three specific recommended conditions of approval. The public hearing was kept open to extend the discussion of the proposed project into the August 23rd, 2018 hearing. The Board requested the applicant and staff return after working together to present renderings reflecting staff report conditions of approval 2, 5, and 8, and to submit the exterior finish details in the "Informational Items" section of the staff report. Staff was also asked to return before the Board with information about the size and spread of proposed street trees. The Board agreed with the staff recommendation on staff report conditions of approval 1, 3, 4, 6, 7, 9 and 10 and most of these conditions have been incorporated into the revised exhibits. Conditions 3 and 4 have not been reflected in revised exhibits, and so are recommended remain as conditions pending Board approval. For conditions of approval 2,5, and 8, the condition is shown in blue italics, followed by the applicant's response, staff analysis, and finally, a revised recommendation of approval. For the informational Items section of the staff report and the additional information on street trees, the required information is shown in blue italics, followed by the analysis of revised materials and staff recommendation. Condition of Approval #2: Incorporate an additional building material to visually break up the 95' of uniform horizontal plane on floors 3-5 on the eastern building facade. Building material shall be consistent with the figures incorporated into the staff report as examples and meet the requirements of the Southcenter Design Guidelines. Recommended condition of approval #2 (above) was drafted to address the architectural design standards required of development along Urban Corridors (Andover Park West) as well as the building materials and colors requirements of the Southcenter Design Manual. The applicant has submitted renderings showing the addition of a new building material to break up the uniform horizontal plane of the eastern building fagade and meet recommended condition of approval #2, above. The new material is a light taupe -colored flat stone tile finished with a 6" band of limestone; 7 the limestone band is the same limestone material proposed as exterior finishing for much of the ground floor. Figure 1. Image of new proposed flat stone tile with 6' limestone banding The stone is a natural, authentic building material in a warm, rich tone, and it introduces a new color to the hotel's facades. The applicant has rendered western and eastern elevations featuring this new stone material and pattern, shown below in Figures 2 and 3. While the standards of Urban Corridors require a facade articulation increment minimum of 50 ft., the building materials requirements in the Southcenter Design Manual apply to all sides of the building. Building designs should be architecturally consistent or compatible regardless of corridor standards, and so the new stone material is featured on both the western and eastern building facades. In addition to the new building material treatment proposed, the applicant has added additional vertical projections on both the western and eastern facades, which further reduce the appearance of wide, uninterrupted planes and contribute to the pedestrian -scaled environment intended by the Design Manual. Another improvement to the building materials and colors proposed at the July hearing is the incorporation of western red cedar into the soffits of the pedestrian canopy along Andover Park West and the porte cochere. L18-0029 Tru by Hilton Page 12 Addendum to the Board of Architectural Design Review Staff Report 8 ATTACHMENTS: A. Revised Elevations: East, West, North and South Elevations B. Plan sheets: Site Plan, Landscaping Plan, Civil Plan, Photometric Plan C. Public plaza: Rendering, photo of brick pattern for plaza floor, bench details sheet D. Cornice specification sheet E. Lighting details sheets: LED vehicular lighting, pedestrian bollards, under -canopy lighting, on - building facade lighting, locations of exterior building lighting, diagram with pattern of under - canopy lighting L18-0029 Tru by Hilton Page 18 Addendum to the Board of Architectural Design Review Staff Report 14 Trees At the July 26th hearing, Commissioner Nguyen asked for more information regarding the street trees proposed; specifically, their height and canopy size. Pacific sunset maple, red sunset maple, forest green oak, and chancellor linden trees are shown along the project's three street frontages; additional information on those tree species is below. • Pacific sunset maples are medium-sized street trees, and are included on the City's Approved Tree List. At maturity, red maples grow to be 45' tall with a canopy spread of 20'. The landscaping plan proposes to plant three pacific sunset maples along Minkler Boulevard, four along Andover Park West, and two on the Corporate Park Drive S. frontage. • Red sunset maples aren't on the City's Street Tree List, but can be considered a large tree. At maturity, red sunset maples grow to be 45' tall with a canopy spread of 35'. Red sunset maples aren't proposed directly on street frontage landscape strips, but adjacent to the driveway entrances and in landscape planters inside the parking lot. • Forest green oak trees are large trees, growing to a height of 50' and a canopy spread of 30'. The applicant proposed four forest green oak trees for Corporate Drive S. and two along Andover Park West. • L. • Chancellor lindens are medium-sized trees, with a height of 35' and a canopy spread of 20'. There are four chancellor linden trees proposed for the Minkler Boulevard frontage. let , ,A! . , �: 5 i ' ,1 '/'/ � C RECOMMENDATION Planning staff recommends approval of the proposed Tru by Hilton project and attachments to this staff report addendum, with the following conditions of approval and informational items: Conditions of Approval: 1. Extend the flat stone tile with limestone banding (shown on the vertical projections on the revised eastern and western elevations) up to the roofline trim and projections. 2. Remove a small section of landscaping north of the entrance vestibule on the western building fagade and install bike racks that will accommodate at least 2 bicycles. 3. Revise landscape plans to incorporate evergreen plantings around the proposed generator to increase screening of the mechanical equipment. Informational Items: 1. At building permit submittal, provide cross -sections of the sidewalk grades along all frontages to be reviewed for ADA compliance and to ensure the grades of sidewalks stay at a consistent grade for pedestrians, even across driveway cuts. 2. Include a product specification sheet for the required waste receptacle in the public plaza with the building permit submittal. 3. All mechanical equipment must be screened or not visible from adjacent streets. At time of building submittal, show adequate screening or viewpoint diagrams for rooftop mechanical equipment. L18-0029 Tru by Hilton Page 17 Addendum to the Board of Architectural Design Review Staff Report 13 Figure 7 above shows added prominence of windows as a design feature. The smaller guest room windows are finished in a contrasting -color E.I.F.S., and windows on the projecting portions of the facades are inset several inches. The contrasting color of trim around the windows and the insetting of some windows meets the Design Manual criteria and fulfills condition of approval #8. Staff recommends approval of the renderings depicted in Figures 2, 3, and 7 as fulfilling condition #8, requiring increased window prominence. Informational Items 1. At building permit submittal, applicant shall submit a street lighting plan to satisfy the requirements for pedestrian and vehicular -scaled lighting. The revised photometric plan, lighting fixture specification sheets, and exterior lighting locations diagram in the attachment packet meet the Southcenter guidelines and requirements. 2. At building permit submittal, applicant shall submit exterior building and under -canopy lighting specs and details for conformance with corridor -based standards. The revised lighting fixture specification sheets include information on under -canopy lights, and the applicant has prepared a diagram showing the spacing and locations of under -canopy lighting fixtures. 3. At building permit submittal, provide cross -sections of the sidewalk grades along all frontages to be reviewed for ADA compliance and to ensure the grades of sidewalks stay at a consistent grade for pedestrians, even across driveway cuts. Staff recommends including this requirement as an informational item, pending Board approval of Design Review. 4. Submit details for the stamped concrete pattern, integrated benches, weather protection, and waste receptacle proposed for the public plaza at time of building permit submittal. The applicant has submitted a plan sheet and renderings depicting the stamped concrete patterns proposed for the pedestrian walkway through the parking lot and the public plaza, and a specification sheet for the public plaza bench. The revised renderings show the weather protection proposed for the plaza; staff recommends Board approval of the public plaza weather protection shown in the renderings, with staff review of a waste receptacle at building permit submittal included as an informational Item. 5. All mechanical equipment must be screened or not visible from adjacent streets. At time of building submittal, show adequate screening or viewpoint diagrams for rooftop mechanical equipment. Staff recommends including this requirement as an informational item, pending Board approval of Design Review. L18-0029 Tru by Hilton Page 16 Addendum to the Board of Architectural Design Review Staff Report 12 Figure 5. The western facade roofline features projections, molding, and color banding to emphasize the building's "top". The renderings and materials submitted after the July hearing reflect the Southcenter Design Manual's requirements for distinctive, varying roof forms that visually break up building massing and add visual interest. Staff recommends approval of the applicant's renderings shown in Figures 2, 3, and 5 as fulfilling condition of approval #5, requiring a distinct building base and top. Condition of Approval #8: Create a more substantial window appearance by insetting the windows, adding a projecting window sill, or installing a darker -colored window frame or grate. Condition of approval #8 was drafted to address the Southcenter Design Manual -Building Design requirement of prominent windows designed to enhance openings and add relief. The elevations shown at the July hearing showed two window shapes- a smaller, squarer window for rooms along the main, flat eastern and western facades and taller, larger, and slightly inset windows for the hotel rooms on the projecting portions of the building. There was no window trim proposed, and there was little ornamental emphasis on windows as part of the overall building design. Figure 6 (L): Original elevations showed little emphasis on windows. Figure 7 (R): Revised elevations showing windows on projections inset several inches and smaller guest room windows finished in contrasting -color E.I.F.S. L18-0029 Tru by Hilton Addendum to the Board of Architectural Design Review Staff Report Page 1 5 11 Both the quality and appearance of the new stone material proposed and its placement in locations emphasizing building and articulation and massing demonstrate consistency with the architectural corridor standards of Urban Corridors and the building materials and colors requirements of the Design Guidelines. Staff recommends approval of the applicant's revised elevations depicted in Figures 2 and 3 of the addendum to the staff report, with the minor change of extending the stone treatment all the way up to the roofline trim and projections. Condition of Approval #5: Incorporate one of the recommendations below into a revised building elevation to create a distinct base and top to the hotel: a. Create a distinct roof line that includes details and cornice treatment similar to Figure 9. b. Add a prominent cornice molding with distinct color similar to Figure 10. c. Use different color, material and window pattern to treat the top story different that the remaining floors to create a distinct top similar to Figure 11. Condition of approval #5, above, was drafted to address the Southcenter Design Manual -Building Design requirement that buildings should have a distinct base and top. The original elevations presented at the July hearing (Figure 4, below) showed one section of projecting roofline on the eastern facade and no projections on the western facade, with no molding detail or additional color banding emphasis. The revised elevations depicted in Figures 2 and 3 above and 5 below, show portions of projecting roofline and the overall roofline emphasized in color and finished with a molding trim. The horizontal band of taupe trim emphasizing the roofline is E.F.I.S., bordered by a darker metal trim similar to the material proposed for a small portion of the ground floor building facade treatment. 11 411111110;;\ a■ mi Figure 4. The original proposed western roofline had little emphasis on the building's "top". L18-0029 Tru by Hilton Addendum to the Board of Architectural Design Review Staff Report 10 Page 14 Figure 2. Image of the proposed stone tiling on projecting portions of the eastern facade. Figure 3. The proposed new stone material on vertical projections of the western fagade. The applicant submitted alternate renderings showing the same building massing as figures 2 and 3 (above), but with the building projections finished in a tan E.I.F.S. material instead of the stone. Staff discussions with the applicant and internally resulted in a strong preference for the natural stone material finishing, and a recommendation to continue the stone treatment all the way up the vertical projections to the rooftop. Recommended condition of approval #1 has been drafted to reflect this suggestion, which the applicant is agreeable to, subject to Board approval. L18-0029 Tru by Hilton Addendum to the Board of Architectural Design Review Staff Report Page 1 3 9 VICINITY MAP DRIVEWAY 26'-0" 2'PARKING CORPORATE DRIVE S. OVERHANG PROPERTY LINE EXISTING CURB AND GUTTER OPEN SPACE - MIN. 500 50 FT. 5EELANDSCAPE PLANS 2' PARKINC; OVERHANG 5' LANDSCAPING STRIP 5 WALK DUMPSTER ENCLOSURE WITH ROOF LANDSCAPING I l I LANDSCAPING 04 C C C C C 04 LANDSCAPING 7 — C7 24'-O /C--) V 4 C7 ANDSCAPING • f C-) C 26' WIDE FIRE LANE 24'-0" C-) STAMPED ♦ CONE C-7 p C7 p LANDSCAPING N5' �LIGNT BOLLARDS C LANDSCAPING — LANDSCAPING 1> 26' WIDE FIRE LANE LIGHT STANDARDS 2' PARKING OVERHANG 33'-0" LS IMSg- 6- III PORTE COOP:EDI MST DO RA ICI LANDSCAPING eNERAroR 61'-0" LE cj 1--- Ui Oni- 0oz 0 1- 11J ? Nicm z NrO LANDSCAPING Q T'— LANDSCAPING 6' WALK RIGHT-IWRIGHT-OUT LAND ING STRIP — EXISTING CURB AND GUTTER PROPERTY LINE 2' PARKING OVERHANG EXTRUDED CURB MINKLER BLVD. N SITE PLAN 92 PARKING SPACES I " = 20'-0" PROJECT DATA ,JOB ADDRESS. 395 CORPORATE DRIVE S TUKWILA, WA 98003 ARCHITECT. DALE SWEENEY - ARCHITECT 5715 143RD PLACE S.E. BELLEVUE, WA 98006 PHI 425.260.8969 EMAIL• DALE.DES1GN3DeGMAIL.COM ZONING: TUC-P 5/TE AREA 62.597 50. FT. - I .44 ACRES PROJECT DE5CR/PT/ON PROPOSED DEVELOPMENT OF A 5-STORY, WOOD FRAMED. 92 UNIT HOTEL. LANDSCAPE AND SITE IMPROVEMENTS ARE INCLUDED. SEE SEPARATE LANDSCAPE AND CIVIL PERMIT FOR SITE RELATED PARKING, GRADING AND DRAINAGE, AND LANDSCAPE FEATURES. BUILDING AREA 9,022 SF 9.098 5F 9,098 5F 4T11 FLOOR GROSS AREA = 9,098 SF 9,098 5F TOTAL GROSS FLOOR. AREAS = 44,414 5F PARKING STANDARD - 58 COMPACT- 30 ADA - 4 TOTAL- 92 SPACES PROVIDED I VEST PROPERTY LINE EXISTING CURB AND GUTTER ANDDVER PARK WEST NTRANCE W N O 00 0 M CO >` as c a3 a) . eh y 8) a' COtod CD NLD CD I Z Z 0 W w Uw ZO Oit Ix 0 CALL >¢HZ0 WWa00_1 000ZUCL HILTON - TRU HOTEL PRINT DATE 7H)201011:05:50 PM SHEET NO. ST-1 L18-0029 Tru by Hilton A++nnhm.- -+ 0 �o PLANT SCHEDULE LS-01 TREES BOTANICAL NAME 0 ACER RUBRUM FRANKSIRED RED SUP4SET MAPLE 0 ACER TRUNCATIM X A. PLAT MARREN REP' PACIFIC SUNSET MAPLE -..® COK* KOUSA SATDA SATOMI DO.SINOOD 46_, 4Fir NrS5A SYLVAT1CA 'HAYMAN'S REP' HAYmANS REP E.PELO 0 OSTRY A it IRBINI ANA AmERCAN HorHoRNSEAM OUERCUS PRA,NETTO SCAMIPT FOREST 6REEN OAK i?.C14t SYMNSA RETICULATA 'IVORY SILK' IVORY SILK APALILAC 0 TIL.IA CORPATA CHANCOLEI CHANCELLOR LINDEN • TSU6A MERTEWSIANA MOUNTAIN HEMLOCK SHRUBS BOTANICAL NAME * GAPEx *UREA 60LPEN SEDEE C9 CORNUS STOLONIPERA 'KE...SEYI' KELSEY Doewroos, 0 FES1LCA IPAHOENSIS BISKIYOU BLUE VSKIYOU SLOE FEW.UE it HEMEROCALLIS x 1.0APPr RETURNS' HAPPy RETURNS DAYLILY (4 ILEx CRENATA SKY PENCIL SKY PENCIL JAPANESE HOLLY (;) ILEx GRANATA 'SOFT TOLCH' SOFT TOUCAN JAPAXESE HOLLY 0 MAHONIA AM/WOOLF/ COMPACTA. COMPAC• ORDSON &RAPE 0 MAHONIA REPENS GRIM-mt.* MAHONIA miscANTHUS 5INENSIS MORNIN6 LiSHT EULALIA BRASS 0 IFOTENTILLA IMUTICOSA RED AC...E REP ACE POTENTILLA 9 SARrnervc.A HoCK.ERIANA HUMUS cREEPINS SrEE- BOx 0 SPIRAF.A JAPONICA 'MASK. CARPET' MASIC CARPET ePtREA 6ROUND COVERS BOTANICAL NAME ARCTOSTAPHYLOS VVA-1.IRS4 MASSACHUSETTS MAN:ACK/SETTS KINNIKINNIC,K BIOIRETIENTION Mix PLANTIN66 ISIORETENTION PLANTINS MIX C.OTONEASTER PAMMERI ILOVrABT LOVPAST BEARSEPtIRV COTOMASTIM •:i. _ 1:110,014.15 FORTUNE' MINTERCREEPER SCJ ALLIANCE CONSULTING SIGIVICIES 'T ti HILTON TRU HOTEL TUKWILA, WA LANDSCAPE PLAN JULY 2018 CORPORATE DRIVE SOUTH L. MINKLER BLVD 6. I EL_ • SC- ALI I 1 t ANDOVER PARK WEST 48 Ictrt L18-0029 Tru by Hilton Attachment B 25 REVISIONS: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. TRU BY HILTON (PROJECT NO. 17053) CONNECT TO EX SIDEWALK FG 24.98 EG /f • ` 25.48 I mC 25.38 PN / 5,CA'A c . Ar^?1RD ('FEATS 'YRE ,. yi7 ,74 IC 1. 16" CL AC 5 18. /0 IL 111- -SD.-1.9. 7.1"TE 7.-60+r:- -SD- - -SD-- - -SD- -.SD- -_ -SD- PORTION OF EX- C^;;k 5Ctl>• SIDEWALK ,TO BE OVED CORPORATE DRIVE SOUTH RE STORM DRAINAGE MANHOLE / RIM 24 28 18' CONC N 17.84 IE 1 W18.04 IT LADDER SOUTHEAST 4.88 DUMPSTER LOCATION CA *CH OtA5"N- STANDARD :RATE t R* R'A 2610 'CP OF CON*RC: 51P.,C7U4E 22. T3 Tr P Of ELBOW 21 nT ADDP1r '- INSTALL FLOOR DRAIN W/ P-TRAP. SLOPE FLOOR AREA SO ANY DRAINAGE IN DUMPSTER ENCLOSURE 10' STORM DRAINAGE EASEMENT GOES TO FLOOR DRAIN (SS) PER SHORT PLAT, FILED UNDER RECORDING NO.199711069009 ALL EX. ON SITE CURBS AND ASPHALT PAVING TO BE REMOVED 2' PARKING OVERHANG (TYP) 60' X 60' INGRESS / EGRESS AND PARKING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO.199711069009 SMALL RETAININ I 1 WALL TO CREATE •P)) SANITARY SEWER MMEHO.E R'J.1 2516 18' STEEL. E 815 IE 18" STEEL W 8.48 E LADDER NORTHWEST W- _ - CONNECT TO IX. SIDEWALK 24.86 • -4 PEDESTRIA •1 FG • 26.0 A'CI 'AN • 12' STORM FG AL.- N 23.76 CB µ n's GR1 k 5' SIDEWALK 67 CO. -1 PATH ('71 �(-7NI PLANTER FG 24.34 24.84 4- OR 8' SPRINKLER UNE 25.3 25.0 CURB CUT (TYP) f 249 24.8 1 24.8 BIORETENTION SWALE i 1 a t4 i 24.5 \ 1 t 24.0 IS W 6- FG S.. I l 24.8 25.3 al 0 ) 1!©ISJ 0 M 0 \ 4 .1 24.3 FG .S 2s B HP 248 � REMOVE EX-. / 1 I CONNECT TO - WATER MAN • 25.1 8' PERF. PVC 1 C8 #2 23.8 FLOW DIRECTION \ / ARROW (TYP) CB #3 12" STORM � -- -_ _ 96' DIA-STORMFILTER FC 1MANHOLE FG 25.5 25.3 25.3 25.5 C _1 25.2 I®k 25.2 \r itswati _ _ DT -2 "1 EG /. - �- r' -._ 25.39 ,5 25.25 yu 25.1�� �'SS- I SS- - -. 24.64 - - - .S- - - - PG 24.755-� v 8' NEW SIDEWALK -W-LW NTER CATCH BASIN STANDARD CRATE RIM 24.73 12" CONC N 20 57 IE 12' CONC S 20.47 1E CATCH BA51N STANDARD CRATE RCM 25 24 12' CONC N t0,61 IE EXTEND NEW 12' D.I. WA TO MAIN IN ANDOVER PARK W. INSTALL DRIVEWAY APRON PER C.O.T. STANDARDS CONNECT TO EX SS MAIN 25.5 �clTP 7 - 15' PUBLIC UTILITY AND LANDSCAPING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER v. RECORDING 40. 199711069009 EG 24.83 OPEN SPACE C 2 1• i 9' CLEAR GENERATOR PC \ � 24.8 k LOCATION OF FIRE FG:1 'y SPRINKLER ROOM IN 251 NORTHWEST CORNER OF BUILDING FG EAST 25.9` ENTRANCE 25.9 FG C,TC ' BASIN 25.9 TAMS ARO GRAIL 1RIM 24.35 \ FG � / 1.9' NW 22.48 if 25.9 "'"7 a 22 46 .L, Sec.... 23.5 \ �SS CLEANDUT I 25.5 as\ \ I T.4! SEWS MA77H'J6L -•L I . di C ` REMOVE EX � " 'I'P a III' TCN BASIN 25.9 \ I/ I... 25.0 S�25.0 ',IF 2b•2 ...N 25.2 �24:9 j jj _ -24.5 • 25.01 EG / PC / EG / EC - 24.72 EG J , 24.54 / 24.43 / \ FG '24.51 24.22 7 - ' EG - "-->ti_ EG ......(((f���24.53 MINKLER BLVD / 24.04 23.93 FG 23.83 CONNECT TO EX. CATCH BASH REMOVE IX. SDEWALI( / ALONG MINKLER BLVD CATCH BA5.N� STANDARD GRATE RIM 23 99 12" PVC N '990 IL 12' CONS 5 '9 83 IE CA *CH bA5'N STANDARD GRATE RIM 24 4' 12' CONC 20.75 4E 8' CONC W Z0.3' IE NEW 12" D.I. WA SANITARY SEWER MANHOLE RIM 24 25 STEEL 5 812 19 10' STEEL E 7 OA 'E 16' STEEL W T.37 IE 1 23.08 `10'-CLEAR �\I REMOVE _2V DI` STORM ROOF DOWNSPOUT CONNECTION CATCH 8ASN 5'ANDARO CRATE R114 23.83 LCCUL0 NOT OPEN) -CATCH BASIN STANDARD GRATE RIM 24.'5 12" CONC N 24 10 IE SA•,TTARY SEW_R MANHOLE RIM 24 05 '8' -E11. 59 7.25 if 18" ,TC:EL N 7 45 24.28 N FG - 24.7 SANITARY 5EM7." MANrC' PM 24 49 '8' .,TEEI, N 11 49 'S T 16' S11.EI. S '4.49 't STEEL E 15.7' 4t 10' STEEL .ALDER EAST HANDICAP RAMPS TO CLTY STANDARDS (PARCEL NO. 2623049075) 20 0 10 20 40 (1RAPHC SCALE SCALE: P-20' 1 I 6 Woe1EERAL NOTES I NC In cc I Q SEE AVER PARLANDSCAPE W D AND MINKLERPLAN FBLVINEW ) LANDSCAPING ALONG CORPORATE DRIVE CC RELOCATE UNDERGROUND UTIUTIES TO RUN UNDER SIDEWALK (POWER/PHONE/GAS) 1 ALONG STREET PLANTERS AS NECESSARY. (CORPORATE DRIVE S„ ANDOVER PARK W., ) AND MINKLER BLVD) 2A� I S 25.7 / I Z EXISTING RAILROAD 11E RETAININCWALL„ALONC MINKLER,RI_VD.TO RP. REMOVED -.ITT / I SANITARY SEA l 8' NEW SIDEWALK RIM 23 53 i v. �18- STEEL N 14 7 3 12 i- pirn 7 1 18" STEEL S 14,54 1E TO �I J 4ABANDONED PIPE SE LAUDER 5DU'HEA$T FG I ,/ CONNECT 25.8 I �� EX. SSMH FG if 25.8 - f 6.....- PVC REMOVE EX SIDEWALK ALONG ANDOVER PARK W. SHEET INDEX P01 - PRELIMINARY CML SITE PLAN PROJECT WILL REQUIRE WA DOE NOTICE OF INTENT (N01) - CONSTRUCTION STORM WATER PERMIT. STRUCTURAL SOIL PLANTING IS REQUIRED FOR ALL TREES SEE LANDSCAPE PLAN FOR DETAILS SANITARY SEWER DRAINAGE UANHO:.E RIM 24.65 19' STEEL N 15.85 £ its` STEEL SW 16.60 if LADDER EAST SANITARY SEWER MANHOLE RIM 23.22 18' STEEL N 14.76 IE '' 18' STEEL S 15.02 ,E 22.94 7 7% RAIMP SANITARY SEWER MANHOLE RIM 24.SU 18"STEEL N 16.83 iE 18' STEEL S 16.81 IE LADDER SOUTHWEST - -HANDICAP RAMPS TO OTY STANDARDS (EXISTING HANDICAP RAMP AT THIS LOCATION) 1 .* STORM DRAIN MANH E I RIM 24.64 6' CONS E 14.21 if LADDER SOUTHEAST CONNECT TO EX. IS� `-`CATCH BASIN STANDARD GRATE RIM 22.62 36' N 15.82 +E 36" 5 15 82 11: 16' CPO E 19.10 'E 8- CONS NW 27 41 IS STORM DRAINAGE MANHC.E k1U 22 99 (COULD NOT OPEN) WATER MAIN WA7ER NOTES A OCVA IS REQUIRED FOR THE FIRE SERVICE AND SHALL BE PLACED OUTSIDE IN A FIRE VAULT OR INSIDE THE BUILDING. A RPPA BACKFLOW SHALL BE PLACED OUTSIDE THE BUILDING INSIDE A HOT BOX/ROCK OR EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED INTO A MIN. 4' THIOK CONCRETE PAD IS REQUIRED FOR THE DOMESTIC WATER SERVICE. 6 7 PROJECT NO.: 17053 \ DRAWN BY: AJL ISSUE DATE: 6-21 -2018 SHEET REV.: PRE3 INARY MI- ME PLAN 170030301DM P01 SHEET 01 OF 01 J L18-0029 Tru by Hilton Attarshmcnt R GENERAL PHOTOMETRIC SCHEDULE AVERAGE FOOTCANDLES 4.30 MAXIMUM FOOTCANDLES 24.4 MINIMUM FOOTCANDLES 0.0 MINIMUM TO MAXIMUM FC RATIO 0.00 MAXIMUM TO MINIMUM FC RA110 1861.24 AVERAGE TO MINIMUM FC RATIO 327.42 -2:8 7 0. :6' '-2.9--'2:33:1--6 2 11-7- -. 12.3 -1 1.0- 0.1. 0.1 .0.3 1.0 4 5. 3.3.2 2.2 _ 0.2 0.1 3.9 ' 9.9 9.3 % 3.9, 2!9 2.9 '..4 5 5 9 6.04 0 0.5 0.1' 0.2 0.4 1 7 --4.5 6.3 16.4 4.3 10.51 i0.1 33 _ 4.2 1. 9 0 6 St 9.1 4.1 3.5 -3.0 3.1 3.7 3.3 2.3 0.3 .1 0.2 "'•0.5 "2.1 6.1 11.7 111.6 8.0- _ {0.71 0_1 St I' 1 2.2: ,2.7 -_514 5.3 2.8 2:27 3.0 3.3 2.4 1.8 0.6 0.2 0.4 0.4 1.4 '• 3.2 5.0 4:8 3.2 H0.3 61th;2 ..0 : 0.6 .1:2 - 2.2 2.4 2.3 2.9 3.7.--,7.9 5.4 3.2 3.4 2.1 2.4 5.6 2.4 2.1 3.4 -;;0.3 C�.3 1.1 !II J: �or.� �•1 , I - c41 2�91 1.4 1.3 1.9 2.4 ` 3.1 4.8 11.9 911 4.3 4,2- --3.9 5.t 13V_.\ `2 3.7 3.6 3.3, 1.5-2-0. ' 5 C40.0 1.4 I1 i-' r: + 1 515•C4' 1,i �i. Iji .;; I C41 1�_14.1 2.7 2.7 3.2 _-3.9 7S.J 14.5 8.7 5.4 5.9 ' 5.2 •16.8 ,•115.5 6.6 4.3 3.6 2.3 '•. 1.2 0.8 I'ii0.3 - c P.1 j 1.5 ' j 0 - GMYS '11 :41,rd.Y C40 2 , 1.6 c41 :_� '; :1 I w.x 1 C4 10.7 5.0 3.5 3.4 2.7 ' 2.0 :2.2 S.6' 3.1 2.5 3.2 2.8 ;, 13.1 1 , 4.2 2.8 1.6 1.9 1.2 :3 00.2 Ca0.2 '! 1.6 -� 1 ; r n. - C41 4t9 3.1 2.3 2.5 2.0 1.4 = 1:1 1.6 1.4 1.4 1.6 1.4 �;1.4' 1.6 1.1 046 1.0 0.8 0.5" 0.3' i 0.2 i C40.2 1.6 r : ; p _ c41 z0 1.6 1.6 2.1 29( 2.5 127 5:8 3.? 1.9 1.6 12 0.9; 0.8 0.6 0,6 0:7/ 0.6 06 06 ,Q.4 PROPOSED HOTEL I,c}o.2 1.6 - i F� �1 c. (5-STORY) cal 1-1-=--1:6--'3.0 6.7 12.7„d4.1„ 10.7_ 15.Z-g4..9 3.8 2.4 1.4 10.91;i 0.8 0.9 1�0 0.9 0.9 1.6 38�:'E 1:5 co_nan 44.405 SF 1�9'. C40.21i 1.6 C4' c40.2 1.6 C4! I C}0.2 1.6 11 .. i11� ` 1.91 I - -- i I C4E ,ter" C4 11 1.5 3.6 6.2 9.4 18.0!^16.8 110.7 10,0 6.4 3.3 2.5 1.7 ;II 2.O1 1 3.8 4.6 3.8 2.1 1.6 4.8 24 4 5.7 I 19 ' 040.2 ii 1.6 -- 4,1- - - SI - !II 1n_ - Q-'- - // / /1 ,C4E C4 1)3 2.7 4.6 7.3 14.2'13.59j3 12:3 6.5 3.5 2.9 t9r 4.4 85110.5• 7.9 3.8 2.0/ 4.2 2' 44.7 0.8 11 c400�i 1.5 �5.1 t_��St - - - Sl C .,- O / C4 1 04 1 r, �' ' ® / C4 1 1 C4 1' 019 1.9 3.0 4.5 9.4`- 9.3 8 0--=13.7 7:0- 4 1 -3.1 2.2--- 5:5:- --11-.0 13.5 9.3 4.3 2.2 .2:4 -5:3,T-2.0 0.6 17. C .2 ji 1.3 { 1 - _, G1, �I C4 1i { OS 0.7 1.1 1.9 /�6'�4.4 6.2 14.5 7.1 5.0`' 4.4 3.4 3.5 5.0 5.6 5.0`�2• 26 2.1 - 1:61,' 09 0.4 1549l.7'• 0.9 Ii / Q4 II II C 0.2 0.4 0.8 15 2.6 3.1 4.3 8.4 5.3 4.7 4.8 4.6 4.2 3.8 4.1 : 4..7 3.9 /3.9 2.8 1.5' 07 0.3 :'II644 :2.3, 0.5 - ! yi ___.. - --.. _. ,� 0,3 9,5 0.8 1.1 1.6 1.6/2:1 f31 2.3 3.3 4.5 149 14.3 2.80 2.5 4.1 4.5 46 3.3 1.4! 05 0.2 I�, 747 113' 0.3 2.3 5.6 �.77 2.9 12.4 1 6 15.11 1j1 1.0 3.5 r,I7 1 18 3 1 6 6 2.9 ,1 1 71 4.9 r 1 6.7 7.7 5.9 2.3 0 7 0.3 0.1 0.0 0.0, ,0.0 0.4 1.0 �1 0.4/ I,_/3.4 8.3 10.0 . 4.0. 2.6 1.7 0.8 0.5 0.6 7.1 10.4 12.6 7.7 3.0 1.4 7.4 10.8 13.1 7.7 2:0 0.8 0.3 -0:1 �0-0- '0:0- ;:Y .Oi -0.2 // n .h. 0.7 2.7 1.7 0.9 0.9 0.2 0.1 oB' 081-- 0.7 2.6 2.9 1.9 oc54 ''0.4 �'0, 0.2 o.1 Q40E.4: 1.2 s 1.7 \ 1.7 RECESSED Lr:E4R LG7 PORIE CODHEPE 5' 4 C7:;CEPTOA 0M Nr PLAN EDF< \E/./.' LANDSCAPING 1.1 t IG C 1. '. DPIVE '4 ANC. ANDO1E6 PAPP •J A. LUMINAIRE SCHEDULE ih CALLOUT SYMBOL 1,'" LAMP DESCRIPTION MOUNTING MODEL INPUT WATTS VOLTS LOCATION QUANTITY TOTAL LUMENS 81 0 (1) 38W LED 42' LED BOLLARD BOLLARD LSI XBVRF-ID-LED-24-400-NW-UE-BLK-PC1120 38 120V 1P 2W WALKWAYS EGRESS WITH BATTERY BACKUP 12 1338 C4 m (1) 18.4W LED FABRICATED METAL HOUSING WITH WHITE PAINTED GENERAL INTERIORFINISH, FORMED WHITE PAINTED METAL REFLECTOR, 4 WHITE CIRCUITBOAROS EACH WITH 36 LEDS, EXTRUDED FROSTED HOLOGRAPHIC PLASTICDROP LENS. LENS FROSTED BOTH SIDES. CEILING PINNACLE ARCHITECTURAL UGH11NG, EV6-WET-40-4 18.4 120V 1P 2W EXTERIOR CANOPY 47 1536 C4E o (1) 18.4W LED FABRICATED METAL HOUSING WITH WHITE PAINTED GENERAL. INTERIORFINISH, FORMED WHITE PAINTED METAL REFLECTOR. 4 WHITE CIRCUITBOARDS EACH WITH 36 LEDS. EXTRUDED FROSTED HOLOGRAPHIC PLASTICDROP LENS. LENS FROSTED BOTH SIDES. CEILING PINNACLE ARCHITECTURAL UGHTING, EV6-WET-40-4 18.4 120V 1P 2W EXTERIOR CANOPY 3 1536 Si p ® (1) 270W LED LED 20' POLE LIGHT WITH HOUSE SIDE SHIELD TYPE III POLE LSI- XLCM-3-LED-HO-NW-UE-BIK-PC1208-277-6031598LK-18'POLE+2•BASE 270 208V 2P 2W PARKING LOT 15 26669 Abossein Engineering MECHANICAL - HIEC11101, 1111 P8016CNGE - +,'r 2100 112111 AVE. NI BEILBVUB, IA 98004 PIE (425) 462-0441 PA%: (425) 462-9451 B ilul net'iedaba ama Aelstte: mabossem.com HILTON INN E. E. ANL SITE PHOTOMETRICS Revisions: 08/02/18 CITY A A Job No.: 218042 Date: 03/30/18 J r L18-0029 Tru by Hilton A++,nk r-t+ R ..t 4 • .� kti �,p�Na�N. L18-0029 Tru by Hilton Attachment C ,.. • 31 BUILDING SIGN BOLLARD LIGHTS PAVERS - OPEN SPACE PEDESTRIAN PATHWAY STAMPED CONCRETE VEHICLE AREA - PORTE COChERE NOTE* 1. VERIFY DRAINAGE REQUIREMENTS WITH HEALTH INSPECTOR 2. DUMPSTER ENCLOSURE EXTERIOR FINISH TO MATCH FINISH OF MAIN HOTEL / TOWER 6' DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE REINFORCED CMU WALL WITH E.F.S. ON EXTERIOR FACES ONLY ti IIILII :'IIIIIIIII. • • •I (�h • 1 {, PER FOOT eL AREA DRAIN 1 4 PER . FOOT A A. DRAIN [LID! •••1 :'nLIIIIII.••• PLAN 0 HOSE BIB LOCATION REINFORCED MASONRY PIERS \BONC. SLAB W1H REINFORCING (6" MINIMUM) TURN SLAB EDGE DOWN AREA OF TF ASH RECPT. (05.0.1.) STEEL GATE POST EACH 6-"7NA. STE L PIPE `s BOLLARDS F LLED W/ \ CONCRETE EA. SIDE CONTINUOUS CONCRETE CURB - 'YP. FLAT ROOF STEEL GATE POST EACH SIDE DIAGONAL BRACING EACH WESTERN RED CEDAR OR EQUAL LOCKABLE HASP Sri 9.11251256•TO TOP ELEVATION DROP R00. 1' DIAMETER X 2'-0- LONG WITH 90 DEGREE BEND FLAT ROOF METAL COPING TO MATCH BUILDING WALL COLOR OVER TREATED WOOD IX BLOCKING AT TOP OF 6' BOND BEAM AS REQUIRED SECTION DUMPSTER ENCLOSURE I /411 = 1 '-OIL ALL INTERIOR CHU SURFACES PAINTED EXTERIOR FINISH SYSTEM (E.I.F.S.) TO MATCH LOWER BUILDING WALL COLOR 6' DIAMETER STEEL PIPE, CONC. FILLED BOLLARDS - PAINTED CONCRETE SLAB w/ REINFORCING -- SLOPE 1/4' PER FOOT TO AREA DRAIN -- REFER TO PLAN TURN SLAB EDGE DOWN W CD 001 100) < LD7 Z z o 2 W UI- ZoF 0 a U)>Q0ZQ WW2OOJ 000zoa HILTON - TRU HOTEL SITE DETAILS PRINT DATE 1/2010 11:05:50 PM SHEET NO. L18-0029 Tr6T4 Hilton Attachment C 1100 u 0 0 nilil 11 1 1 ART MAXI LIGHT FLXTLTRE 11 DART MAXI LIGHT FLXTLTRE 9 'ON 133HS FLOOR PLANS EXTERIOR CANOPY LIGHTING DIAGRAM HILTON - TRU HOTEL TUKWILLA, WA. DESIGN DEVELOPEMENT DRAFT NOT FOR CONSTRUCTION PLOT DATE: JOB N0: 01017 OATS 05Q6115 OWN. Sr 0S CNNO Br: DS Dale Sweeney ARCHITECT 5715 143rd Place SE Bellevue, WA 98006 KNIGHT" BENCH PRODUCT DATA FORMS+SURFACES L18-0029 Tru by Hilton Attachment C 35 :J KNIGHTTM BENCH PRODUCT DATA Knight Benches blend understated refinement, rustproof construction, and high-performance green materials. Backed and backless designs feature all -aluminum frames with beautifully detailed polished edges. Beveled slats in powdercoated extruded aluminum, FSC® 100% Ipe hardwood or FSC® Recycled reclaimed Teak hardwood complete the look. Ideal for public settings of all kinds, Knight Benches coordinate with the rest of the Knight family: a table ensemble, litter receptacle, illuminated and security bollards, and pedestrian lighting. MATERIAL & CONSTRUCTION DETAILS INSTALLATION & MAINTENANCE FRAME SLATS INSTALLATION • Frame is made of solid aluminum. Outer frame edges are polished; inner surfaces have a powdercoat finish. All surfaces are clear -coated. • See the Forms+Surfaces Powdercoat Chart for details. Custom RAL colors are available for an upcharge. • Wall -top configuration available. Please contact us to discuss your project's specific requirements. • IpE hardwood slats offer superior resistance to moisture, insects, fire, vandalism and decay. • Reclaimed Teak hardwood slats, hand salvaged from old, neglected buildings, are a durable alternative to Ipe for six-foot benches. Each slat is carefully reworked and may have small plugs, minor checking, or grain imperfections. • All hardwood used for Knight Benches is FSC''e 100% or FSC0 Recycled and has a natural oiled finish that enhances the wood's rich color. (FSC License Code: FSC-0004453) • Extruded aluminum slats with zinc end caps feature a lightly grooved surface for enhanced appearance and non -slip feel. Aluminum slats and zinc end caps are powdercoated. See the Forms+Surfaces Powdercoat Chart for details. Custom RAL colors are available for an upcharge. • Knight Benches must be surface mounted. Anchors and stainless steel mounting screws are included. • Wall -top mounting is available and customized per project. Necessary hardware is included. OPTIONAL ARMRESTS MAINTENANCE • Backed benches use angled armrests while backless benches use horizontal handholds. Armrests are solid aluminum with finish and detailing to match the bench frame. • Benches can be specified with up to three armrests at the bench ends and/or at the center of the bench. • Metal surfaces can be cleaned as needed using a soft cloth or brush with warm water and a mild detergent. Avoid abrasive cleaners. • Ipe or reclaimed Teak hardwood slats can be maintained by re -oiling as needed with Penofine hardwood finish or similar products. NOMINAL DIMENSIONS Overall Length Overall Depth Overall Height MODEL OVERALL LENGTH OVERALL DEPTH SEAT DEPTH OVERALL HEIGHT SEAT HEIGHT ARMREST HEIGHT WEIGHT' SBKNI-072N 72" (1829 mm) 19.7" (500 mm) 19.7" (500 mm) 18" (457 mm) 18" (457 mm) 19.5" (495 mm) 81.3 lbs (36.9 kg) SBKNI-072NT 72" (1829 mm) 19.7" (500 mm) 19.7" (500 mm) 18" (457 mm) 18" (457 mm) 19.5" (495 mm) 81.3 lbs (36.9 kg) SBKNI-072NA 72" (1829 mm) 19.7" (500 mm) 19.7" (500 mm) 18" (457 mm) 18" (457 mm) 19.5" (495 mm) 101.7 lbs (46.1 kg) SBKNI-096N 96" (2438 mm) 19.7" (500 mm) 19.7" (500 mm) 18" (457 mm) 18" (457 mm) 19.5" (495 mm) 102.0 lbs (46.3 kg) SBKNI-096NA 96" (2438 mm) 19.7" (500 mm) 19.7" (500 mm) 18" (457 mm) 18" (457 mm) 19.5" (495 mm) 135 lbs (61.2kg) `Add 1.8 lbs (0.82 kg) for each additional optional end or intermediate armrest. See Page 2 for complete model number descriptions. T 800.451.0410 I www.forms-surfaces.com FORMS+SURFACES' ® 2017 Forms+Surfaces® I All dimensions are nominal. Specifications and pricing subject to change without notice. For the most current version o1 this document. please refer to our website at www.fomrs-surlaces.com. page 1 of 3 I Rev. 07-14-17 L18-0029 Tru by Hilton Attachment C 36 KNIGHTTm BENCH NOMINAL DIMENSIONS, CONTINUED Overall Length - _ Overall Der PRODUCT DATA Overall Height MODEL OVERALL LENGTH OVERALL DEPTH SEAT DEPTH OVERALL HEIGHT SEAT HEIGHT ARMREST HEIGHT WEIGHT' SBKNI-072B 72" (1829 mm) 21.9" (556 mm) 15.2" (386 mm) 31.1" (790 mm) 17.9" (455 mm) 20.8" (527 mm) 109.2 Ibs (49.5 kg) SBKNI-072BT 72" (1829 mm) 21.9" (556 mm) 15.2" (386 mm) 31.1" (790 mm) 17.9" (455 mm) 20.8" (527 mm) 109.2 Ibs (49.5 kg) SBKNI-072BA 72" (1829 mm) 21.9" (556 mm) 15.2" (386 mm) 31.1" (790 mm) 17.9" (455 mm) 20.8" (527 mm) 148.3 (67.3 kg) SBKNI-096B 96" (2438 mm) 21.9" (556 mm) 15.2" (386 mm) 31.1" (790 mm) 17.9" (455 mm) 20.8" (527 mm) 144.5 Ibs (65.5 kg) SBKNI-096BA 96" (2438 mm) 21.9" (556 mm) 15.2" (386 mm) 31.1" (790 mm) 17.9" (455 mm) 20.8" (527 mm) 194.8 Ibs (88.4 kg) "Add 1.8 Ibs (0.82 kg) for each additional optional end or intermediate armrest. ENVIRONMENTAL CONSIDERATIONS • Please refer to the Knight Bench Environmental Data Sheet for detailed environmental impact information. • Knight aluminum frames have up to 65% recycled content. • All Knight metal components are fully recyclable. • All Knight wood is FSC® 100% or FSC® Recycled. • Standard powdercoat finishes are no-VOC; non-standard powdercoat finishes are no- or low-VOC, depending on color. • Low maintenance. • Easy to disassemble. MODEL NUMBERS AND DESCRIPTIONS MODEL DESCRIPTION SBKNI-072B Knight Bench, FSC 100% Ipe hardwood slats, 6 foot, backed, surface mount SBKNI-072N Knight Bench, FSC 100% Ipe hardwood slats, 6 foot, backless, surface mount SBKNI-096B Knight Bench, FSC 100% Ipe hardwood slats, 8 foot, backed, surface mount SBKNI-096N Knight Bench, FSC 100% Ipe hardwood slats, 8 foot, backless, surface mount SBKNI-072BT Knight Bench, FSC Recycled reclaimed Teak hardwood slats, 6 foot, backed, surface mount SBKNI-072NT Knight Bench, FSC Recycled reclaimed Teak hardwood slats, 6 foot, backless, surface mount SBKNI-072BA Knight Bench, extruded aluminum slats, 6 foot, backed, surface mount SBKNI-072NA Knight Bench, extruded aluminum slats, 6 foot, backless, surface mount SBKNI-096BA Knight Bench, extruded aluminum slats, 8 foot, backed, surface mount SBKNI-096NA Knight Bench, extruded aluminum slats, 8 foot, backless, surface mount SBKNI-B-W Knight Bench, FSC 100% Ip13 hardwood slats, backed, custom wall -top mount SBKNI-N-W Knight Bench, FSC 100% Ipe hardwood slats, backless, custom wall -top mount SBKNI-BT-W Knight Bench, FSC Recycled reclaimed Teak hardwood slats, backed, custom wall -top mount SBKNI-NT-W Knight Bench, FSC Recycled reclaimed Teak hardwood slats, backless, custom wall -top mount SBKNI-BA-W Knight Bench, extruded aluminum slats, backed, custom wall -top mount SBKNI-NA-W Knight Bench, extruded aluminum slats, backless, custom wall -top mount T 800.451.0410 I www.forms-surfaces.com FORMS+SURFACES' O 2017 Forms+Surfaces® I All dimensions are nominal. Specillcauons and pricing subject to change without notice. For the most current version o1 this document, please refer to our website at www.lorms-sudaces.com. page 2 of 3 I Rev. 07-14-17 L18-0029 Tru by Hilton Attachment C 37 KNIGHT"' BENCH PRODUCT DATA PRODUCT OPTIONS The following options are available for an upcharge Armrest(s) for backed or backless Knight Bench Custom RAL powdercoat color Premium Texture Colors from Forms+Surfaces Powdercoat Chart LEAD TIME: 6 to 8 weeks for freestanding or surface mounted benches and planters; shorter lead times may be available upon request. Lead times for custom wall -top mounted benches will vary based on the project. Please contact us to discuss your specific timing requirements. PRICING: Please contact us at 800.451.0410 or sales@forms-surfaces.com. At Forms+Surfaces, we design, manufacture and sell our products directly to you. Our sales team is available to assist you with questions about our products, requests for quotes, and orders. Territory Managers are located worldwide to assist with the front-end specification and quoting process, and our in-house Project Sales Coordinators follow your project through from the time you place an order to shipment. TO ORDER SPECIFY: Quantity, model, powdercoat color for frame, number, and location of optional armrests. Quote/Order Forms are available on our website to lead you through the specification process in a simple checkbox format. T 800.451.0410 I www.forms-surfaces.com FORMS+SURFACES' 9 2017 Forms+Surfaces®I All dimensions are nominal. Specifications and pricing subject to change without notice. For the most current version of this document. please refer to our website at www.forms-sorlaces.com. page 3 of 3 I Rev. 07-14-17 L18-0029 Tru by Hilton Attachment C 38 HIGHLINE C2 PRECISION SERIES WALL PANELS MATERIALS .032 aluminum .040 aluminum .050 aluminum SPECS 15.356" Wide 24 gauge steel 22 gauge steel 1-3/8" High 15.356" NOMINAL PRODUCT FEATURES 1 No -clip panel or clip installation for expansion/contraction / Multiple rib patterns provide a variety of looks and design options / Panel depth of 1-3/8" ► ► Horizontal or vertical installation ► Panel lengths: 30' maximum for steel; 22' maximum for aluminum; longer lengths available on clip panels; 4' min. steel and aluminum Cost-effective installation Note: Line drawings may not be to scale. le PAC -CLAD' AVAILABLE WITH OR WITHOUT CLIP CLIP NAIL FLANGE MATERIAL 1 43 stocked colors (24 gauge steel) 1 36 stocked colors (.032 aluminum) / 15 stocked colors (22 gauge steel) 1 22 stocked colors (.040 aluminum) / 29 stocked colors (.050 aluminum) Galvalume Plus available TESTS ASTM E330 ASTM E283 ► ASTM E331 ► ASTM 1592 FLORIDA BUILDING PRODUCT APPROVALS Please refer to pac-clad.com or your local factory for specific product approval numbers for Precision Series panels. L18-0029 Tru by Hilton Attachment D 800 PAC CLAD I PAC-CLAD.COM ©2017 Petersen Aluminum Corporation 39 LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM) DOE LIGHTING FACTS Department of Energy has verified representative product test data and results in accordance with its Lighting Facts Program. Visit www.lightingfacts.com for specific catalog strings. LIGHT OUTPUT - XLCM Type 3 Lumens Type FT (Nominal)Watts Type 5 Type5 TypeFTE (Nominal) a ,91SS 19900 22800 22900 15500 15800 193 "3 HO 27500 30900 31100 21200 21100 278 •z SS 19300 20000 20600 15000 15000 193 3 HO 26700 27800 28500 20100 20400 278 LED Chip are frequently updated therefore values may increase. US & Intl. patents pending SMARTTECTM - LSI drivers feature integral sensor which reduces drive current, when ambient temperatures exceed rated temperature, providing typical operation for 100,000 hours (contact factory for TM-21 life estimate for specific configuration). ENERGY SAVING CONTROL OPTION - DIM - 0-10 volt dimming enabled with controls by others.. LEDS - Select high -brightness LEDs in 5000K, or 4000K color temperature, 70 CRI. DISTRIBUTION/PERFORMANCE - Types 3, FT, FT-L, FT-R, 5, and enhanced 5E and FTE. FT-L and FT-R allow for D180 mounting configurations with factory set optics for applications such as automotive front row. Exceptional uniformity creates bright environment at lower light levels. Intemal Louver (IL) option available for improved backlight control without sacrificing street side performance for FT distribution. Consult factory for internal louver for FT-L and FT-R applications. HOUSING - One-piece, die -formed aluminum housing contains factory prewired driver. Wiring access door (with safety lanyard) located underneath. OPTICAL UNIT - Clear tempered flat glass lens permanently sealed to weather -tight aluminum optic frame creates an IP65 rated optical unit (includes pressure -stabilizing breather). MOUNTING - Tapered rear design allows fixtures to be mounted in 90° and 120° configurations without the need for extension arms. Use with 3" reduced drilling pattern. A round pole plate is required for mounting to round poles. Wall mount available by ordering wall mounting bracket (BKS-XBO-WM-*-CLR). Proprietary pole quick mount accessories available with horizontal mounting or fixed 15° angled mounting (PQMH-KIT-CLR and POM15-KIT-CLR) for mounting to square poles. Top mounted reinforcement bracket for high wind or vibration (up to 36) applications available as installed option or field -mount accessory. ELECTRICAL - Two -stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal voltage power supply 120-277 VAC (50/60Hz input), and 347-480 VAC. Optional button - type photocells (PCI) are available in 120, 208, 240, 277 or 347 volt (supply voltage must be specified). DRIVER - Available in SS (Super Saver) and HO (High Output) drive currents. Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F) FINISH - Fixtures are finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Available in black, bronze and white. Other standard LSI finishes available. Consult factory. WARRANTY - LSI LED fixtures carry a limited 5-year warranty. PHOTOMETRICS - Please visit our web site at w w w.lsi-industries.com for detailed photometric data. SHIPPING WEIGHT (in carton) - One fixture: 25.25 lbs. (11.5 kg). Packed two per carton: 43.5 lbs. (19.7 kg). LISTING - UL listed to U.S. and international safety standards. Suitable for wet locations. For a list of the specific products in this series that are DLC listed, please consult the LED Lighting section of our website or the Design Lights website at www.designlights.org. This product, or selected versions of this product, meet the standards listed below. Please consult factory for your specific requirements. ARRA a0us ROHS(E ®FC IP65 Funding Compliant wet locaeT000n COMPLIANT Fodures comply with ANSI C136.31-2010 American National Standard for Roadway Lighting Equipment - Luminaire Vibration 1.5G requirements. L18-0029 Tru by Hilton Project Name l Fixture Type �1�1201 Catalog # I LSI INInt57RIE©s IN7C. Attar h m e n t E10/16/17 LED AREA LIGHTS — LSI SLICE MEDIUM (XLCM) LUMINAIRE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: XLCM 5 LED SS CW UE BLK PCI120 Prefix Distribution Light Source Drive Current Color Temperature Input Voltage Finish Options XLCM 3 - Type III 5 - Type V LED SS - Super Saver HO -High Output CW - Cool White (5000K) NW - Neutral White UE - Universal Voltage (120-27N) BLK - Black BRZ - Bronze WHT - White DIM - 0-10V Dimming (from external signal) Button Type Photocells FT - Forward Throw (4000K) PCI120 -120V FT-L - Forward Optic Rotated for 0180 347-480 PCI208-277V - 208-27N Mount (Left Side) Universal PCI347 - 347V FT-R - Forward Optic Rotated for D180 Voltage IL Internal Louver (available Mount (Right Side) (347-480V) with FT distribution only) 5E - Type V Enhanced HV - Vibration Reinforcement Bracket PCR 7P -Photoelectric FTE - Forward Throw Enhanced Control Receptacle' LUMINAIRE EPA CHART - XLCM i Single 0.5 f -0 D180° 1.0 IP.. D90° 0.8 f111i T90° 1.7 r* TN120° 1.7 Q90° 1.9 Note: House Side Shield adds to fixture EPA. Consult Factory. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description BKS-XBO-WM-'-CLR Wall Mount Bracket XLCM-3/FT-HSS RM External House Side Shield (Black only - rear mounted) XLCM-FT-L/FT-R-HSS SM External House Side Shield (Black only - side mounted) X3RPP Round Pole Plate for 3' RTP Poles X4RPP Round Pole Plate for 4' Poles Order Number Description 382132CLR FK277 Single Fusing (277V) DFK208, 240 Double Fusing (208V, 240V) 603159BLK1 DFK480 Double Fusing (480V) FK347 Single Fusing (347V) 603161BLK1 408273CLR 379967CLR X5RPP Round Pole Plate for 5' Poles FK120 Single Fusing (120V) FOOTNOTES: 1 - House Side Shields add to fixture EPA. Consult factory. 2 - Fusing must be located in the hand hole of pole. 3 - Photocell must be ordered separately. 7 pin standard. See Accessories. DIMENSIONS 19-5/16" (490mm) 34-5/16 (871 mm) 379968CLR FK1202 Order Number FK2772 DFK208, 2402 DFK4802 FK3472 PQMH-KIT-CLR Square Pole Quick Mount Horizontal Bracket 582328CLR POM15-KIT-CLR Square Pole Quick Mount Bracket w/fixed 15' Angle 582329CLR BKS-XLCM-HV-CLR Reinforcement Bracket ALSC UNV TL5 - Airlink 5 Pin Twist Lock Controller ALSC UNV TL7 - AirLink 7 Pin Twist Lock Controller 11-3/16" I (284mm) II 4-7/8 I15° (123mm) HOUSE SIDE SHIELD (rear mount) 625744CLR 661409 661410 —1-15/16" (49mm) J 7-1/2" 191mm) �. LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS (TOP VIEW) Area to be Lit (left) (right) Note: Optics are not field -rotatable. For 0180 Forward Throw installations specify left (FT-L) and/or right (FT-R) side mounting. Orientation is based on standing at the pole and looking out at the area to be lit. 4-7/8" (124mm) 7/8" (23mm) 15-19/16" (396mm) L18-0029 Tru by Hilton 04 Project Name 1 Fixture Type © 2017 2Catalog # I LSI INDUSTRIES INC. Attachment b0/16/17 • LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM) BUG LISTING rive Current Color Temp.• XLCM - Type 3 Lumens Watts LER BUG Ratin HO CW 27,493 270 102 64-UO-G3 CW HSS 16,676 272 68 B3 UO G2 NW 26,669 270 99 B4-UO-G3 SS CW 19,936 181 110 B3-U0-G2 NW 19,298 181 107 B3-U0-G2 XLCM - Type 5E Drive Current Color Temp.* Lumens Watts LER BUG Rating HO CW 21,173 268 79 B5-UO-G3 NW 20,117 265 76 B4-UO-G2 SS CW 15,543 182 85 B4-UO-G2 NW 14,995 182 82 B4-UO-G2 XLCM - Type 5 Drive Current Color Temp.* Lumens Watts LER BUG Rating HO CW 31.142 276 113 B4 UO G3 NW 28,532 268 106 B4-UO-G2 SS CW 22.884 192 119 B4-UO-G2 NW 20,575 , 181 114 B4-UO-G2 XLCM - Type FTE Drive Current Color Temp.* Lumens Watts LER BUG Rating HO CW 21,127 268 79 B3-UO-G4 CW-HSS 14,636 272 54 B1-UO-G3 NW 20,387 265 77 B3-UO-G4 NW-HSS 14,033 265 53 B1-UO-G3 SS CW 15.790 182 87 B2-UO-G3 CW-HSS 10,798 182 59 B1-UO-G3 NW 15,073 182 83 , B2-UO-G3 NW-HSS 10,296 182 57 B1-UO-G2 XLCM -Type FT Drive Current Color Temp.• , Lumens Watts LER BUG Ratin HO CW 30,937 276 112 B4-UO-G4 CW-HSS 22,548 275 .82 B3-UO-G4 CW-IL 28,801 284 101 83-UO-G4 NW 27,814 273 102 B3-UO-G3 NW-HSS 18.311 273 67 B2-UO-G3 B3-UO-G3 NW -IL 25,277 270 93 SS CW 22,815 192 119 B3-UO-G3 CW-HSS 16.559 192 86 B2-UO-G3 R3-I In-( cw-Ii 9QR1 R 192 1 n7 NW 19,985 181 111 B3-UO-G3 NW-HSS 13,192 181 73 B2-UO-G3 NW -IL 18,498 184 100 B3-UO-G3 * Color Temperature: NW-4000K, CW-5000K L18-0029 Tru by Hilton Project Name 1 Fixture Type Attanhment E1o/16/17 �1©2017 Catalog # I LSI IN ^ 3IES INC. AIrLinkM enabled by Synapse® Wireless Lighting Controller 5 Pin & 7 Pin Twist Lock The 5 Pin Twist Lock Controller (TL5) & The 7 Pin Twist Lock Controller (TL7) are intelligent wireless lighting controllers with exceptional fault tolerance & a multitude of features. Each TL5 & TL7 provides intelligent On/Off switching, dimming, control, highly accurate power metering, status monitoring of your lighting fixtures & digital sensor input (TL7 only). Features • Integrated Photocell • ANSI C136.41 Dimming Receptacle Support • Utility grade power monitoring • Remote control and scheduling • Flexible Dimming Controls • Secure, over -the -air upgrades to support future enhancements • Seamless integration into the AirLink Site Manager system • Digital sensor input for motion sensing (TL7 only) Power and Performance • Operating environmental: -40°F to 158°F (-40°C to 70°C); 20% to 90% RH non -condensing; IP66 Contact LSI Controls • Input power: 100-277 VAC +/- 10% (Max 305V)50/60 Hz • Switched output: Default ON • Load rating: 5A @ 100V to 277V (+/- 10%) • Dimming control: 0-10V with short circuit protection • Dimming output: maximum current 10mA • Sensor input: One digital input that can be used for motion -based lighting controls (TL7 only) • Power monitoring: Utility grade - 2% accuracy • Power readings: Voltage, Watts Other • Dimensions: 4.53" W x 2.68" H (115mm W x 68mm H) • Radio: SNAP 2.4 GHz; 802.15.4; +20 dBm Transmit Power; -104 dBm Receive Sensitivity • Warranty: 5 years Wiring Line Pin 3 - Digital sensor input (not used for TL5) Load Pin 4 reserved for future use (not used tor TL5) Dimming Neut ral Dimming Sales Support More information controls.sales@Isi-industries.com controls.support@lsi-industries.com For more information on AirLink, visit our ® 1 (800) 436 7800 (support, option 8) si t ww .Isi a' li om/airlink L18- 029 I ru y Hilton Attachment E LSI IndustrkIhc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. At Rights Reserved. 10/03/17 • din FIRSTLIGHT TECHNOLOGIES SOLAR POWERED LED BOLLARD , Project: Type: Quantity: The PLB series solar powered LED bollard is ideal for architectural and commercial pathway applications. The self-contained, stylish, contemporary design combined with high quality construction and unequalled solar powered performance make the PLB series an excellent fit where quality lighting is required. Utilizing solar power and LED lighting the PLB bollards are fully self contained and offer significant benefits over typical wired bollards: Low installed costs and minimal site impacts with no trenching, cabling or wiring Minimal ongoing costs with no electricity bills or bulbs to change • Immune from power outages • A sustainable choice without recurring carbon emissions All of our solar powered lights are enabled by our innovative Solar Lighting Controller (SLC). The SLC in each light is "self -learning" and allows the Lights to predictively adapt to their surroundings, providing a level of lighting performance and reliability unavailable in other solar lighting products. TECHNICAL SPECIFICATIONS Solar Module: • High impact, UV resistant encapsulation LEDs and • High -efficiency mono -crystalline cells Optics: • Integrated into bollard housing • Used for day/night detection (no photocell required) Solar Lighting • Controller (SLC): High efficiency Maximum Power Point Tracking (MPPT) charge controller • High output Cree LEDs • 100,000 hour L70 lifetime • Warm (3000K) and neutral (4500K) white color temperatures available • Type III and Type V high efficiency, cut-off optics • Typical lumen output of 160 lumens • Micro -controller based technology Mechanical • Includes high -efficiency LED driver Construction: • Integrated into bollard housing • Designed to automatically manage lighting performance based on environmental conditions and lighting requirements • Patent pending Battery: • • • • • High performance Lithium (LiFePO4) Exceptional 8 — 10 year Life cycle High temperature tolerance Contained within bollard post Designed for easy battery changes when required • Cast, low copper aluminum housing • Extruded, low copper aluminum post , • Stainless fasteners with security fastener option • High strength mounting base • Architectural grade, super durable, TGIC powder coat • Four standard colors with custom colors available Factory Set Lighting Profiles: • On at dusk, off at dawn • On at dusk, turn off after 6 hours • On at dusk, dim to 30% after 6 hours till dawn On at dusk, off after 5 hours, on 1 hour before dawn On at dusk, dim to 30% after 5 hours, on 1 hour before dawn L18-0029 Tru by Hilton First Light Technologies Ltd. www.firstlighttechnologies.com �uuuuuvut&s info@firstlighttechnologies.com I , a844.279.8754 FI RSTLI G HT TECHNOLOGIES PHOTOMETRICS (IES files available on request) If you have any questions, please don't hesitate to call us toll free at 1-844-279-8754 (USA & Canada). ORDER MATRIX [36.7cm] PLB — 101 PLB102 - Type 3 SOLAR POWERED LED BOLLARD (15.2 c m] [88.lcm) 0 6in [15.2cm] PLB — 102 01 0.2, • ■ ■ .5. 1.5 II • uu•uu f T• • ■ MOM PLB102 - Type 5 Series PLB , Height 101 - 14" I Finish BK - Black Distribution ASM - Type 3 LED Color WW - 3000K Lighting Profile 00 - Dusk till dawn Options WOB - Ship Without Battery 102 - 36" BZ - Bronze SYM - Type 5 NW - 4500K 01 - Dark +6 hours then off SEC - Security Fasteners SV - Silver 02 - Dark +6 hours then 30% PA - Pre -Ship Anchor Bolts WH - White 03 - Dark +5 hours, off, Dawn -1 hour CC - Custom 04 - Dark +5 hours, 30%, Dawn -1 hour (DEFAULT) Notes: - Specifications subject to change without notice - All light levels in foot candles (fc) with 4500K color temperature and 160 lumen output - To convert to lux multiply light level by 10.7 L18-0 /ot( A6tug fa9A- First Light Tecaologies Ltd. www.firstlighttechnologies.com (I yyk1�Y ifttt'JU�S�tUI� L� info@firstlighttechnologies.com 1 1.844.279.8754 'PINNACLE Project Name n ARCHITECTURAL LIGHTING® 4-13/16" (122mm) Date L 3-11/16"(94mm) — 6 3/4"(171mm) Key Features • Approved for wet location unless otherwise noted. IP65 and IK10 rated • Fixture is built using corrosion resistant'materials • 6063-T5 Extruded aluminum housing • Highly reflective die -formed white painted reflector • All-inclusive module houses all LED system components in one compact unit • Unit easily releases from the housing for room -side maintenance • Wiring access available through bottom of housing • 5-year limited warranty covers LED, driver and fixture • UL and cUL listed • Buy American Act compliant EV6 - WET SHIELDING CRI, CCT & LENGTH POSITION MOUNTING VOLTAGE DRIVER OUTPUT 5/16" (8mm) Type - EDGE n EV6WET 6" Recessed Linear WET LED Example Part #: EV6-WET-830H0-8'-IND-FLF-U-OL 1-1-0-W CIRCUITING BATTERY& FINISH EMERGENCY FIXTURE OPTIONS WET SHIELDING WET - Satine Wet Lens Shielding pg. 2 CRI, CCT & OUTPUT _27__-2700K _30__-3000K _35__-3500K _40__-4000K CL - Custom Lumens CW - Custom Watts Lumen Output pg. 2 Example: 830H0 is 8 = 80 CRI; 30 = 3000K; HO = High Output; Blank = Standard Output LENGTH' _ _ - Individual Fixture Length pg. 2 POSITION2 IND - Individual BOR - Beginning of Row MOR - Middle of Row FOR - End of Row Mounting pg. 3 FL - ___ - MOUNTING VOLTAGE DRIVER CIRCUITING FL(F) - 1/2" Flange U - Universal (120 thru 277V) OL1 - Osram (10%, 0.10v, standard) 1 - Single Circuit Mounting pg. 3 1 - 120V OL2 - Osram (1%, 0-10v) M - Multi Circuit 2 - 277V OL3 - Osram 347v (10%, 0-10v) EE1 - eldoLED ECOdrive (1%, 0-40v) E - Emergency (entire fixture) 3 - 347V EE3 - eldoLED ECOdrive (1%, DALI) N - Night Light (entire fixture) Voltage pg. 3 PL2 - Philips Xitanium (1 %, 0-10v) Circuiting pg. 4 PS1 - Philips Xitanium (50%/100%) LH1- Lutron Hi -fume (1%, EcoSystem) LH3 - Lutron Hi-lume (1%, 3-wire) L51 - Lutron 5-Series (5%, EcoSystem) ND - Non -Dimming Driver pg. 3 BATTERY & EMERGENCY; 0 - None _P - Philips Bodine 10W -Iota 10W _IC - Iota 10W (CEC Listed) _E - Emergency Circuit Section _N - Night Light Circuit Section _L - Life Safety Circuit Section _G - Philips Bodine GTD Battery and Emergency pg. 4 FINISH W - White 5 - Metallic Silver BL- Textured Black BR - Bronze GR - Graphite CC - Custom Color Finish pg. 4 FIXTURE OPTIONS GLR - Internal Fast Blow Fuse EPF - End Power Feed Fixture Options pg. 5 CONTROLS Pinnacle is able to accommodate different control solutions from different manufacturers. Consult Factory for more information. ' Individual fixtures come in nominal 2', 3', 4', 5', 6', 7', & 8' lengths, see pg. 2 for actual lengths. 'Specify position of fixture. Use IND tuft irTdivic1Q2r€ use-BI 1vlO? dr Emi, L d n connected rows. 'Enter quantity for Battery and Emergency, Example 2P. A �1��� �� � � r Specifications and dimensions subject to change without notice. Specification sheets that appear on pinnacle-Itg.com are the most recent version and supe a jTj t r prevt s pnn edd`or77electronic versions. Designed and Fabricated in Denver, CO • USA I pinnacle-Itg.com 1 0: 303-322-5570 EVb WET_LEO SPEC_FEBRUARY2018 A brand47 El Iegiand• PINN A CLE ARCHITECTURAL LIGHTING® EDGE - V 6 Recessed Linear WET Shielding WET Satine Wet Lens 1 e n n CRI, CCT & Output • Specify either 80 or 90 CRI • Longer lead-time may apply for 90 CRI. Consult factory • 80 CRI = R9z19 and 90 CRI = R9a61 Custom Out•ut- Lumens OR Watta•e rCL I Specify CRI, CCT and desired lumens (i.e. CL835500) 1CW_ _ _ _f Specify CRI, CCT and desired wattage (i.e. CW9407) Specify lumens between standard offering listed below. Lumens are specified per color temp Specify watts between standard offering listed below 80 CRI 830 830H0 835 835H0 840 840H0 Color 3000K 3000K 3500K 3500K 4000K 4000K Output Watts per foot Standard 4.6 High Standard High Standard High 8.6 4.6 8.6 4.6 8.6 Shielding WET Satine Wet Lumens/ft LPW 366 678 377 698 384 711 79.6 78.6 82.0 80.9 83.5 82.4 90 CRI 1927 2700K 927H0 2700K 930 3000K 930H0 3000K 935 3500K 935H0 3500K 940 4000K 940H0 4000K Standard 4.6 High Standard High Standard High Standard High 8.6 4.6 8.6 4.6 8.6 4.6 8.6 289 536 338 625 339 628 343 635 62.8 62.1 73.5 72.5 73.7 72.8 74.6 73.6 Length Individual Fixture 27-1/8" (689mm) 3 Individual Fixture 39" (991 mm) 4 Individual Fixture 50-3/4" (1289mm) 5 Individual Fixture 62-5/8" (1591 mm) 6 Individual Fixture 74-5/8" (1895mm) 7 Individual Fixture 86-1/2" (2197mm) 8 Individual Fixture 98-3/8" (2499mm) L18-0029 Tru by Hilton Specifications and dimensions subject to change without notice. Specification sheets that appear on pinnacle-Itg.com are the most recent version and supersAttatehtlytertittdEelectronic versions. Designed and Fa i ted in Denver, CO • USA I pinnacle-Itg.com 1 0: 303-322-5570 F: 303-322-5568 EV6_WET_LED_S FEBRUARY2018 pg. 2 P 1' N N A C L E "ARCHITECTURAL LIGHTING . EDGE E V 6 Recessed Linear WET '11 Position • When making rows with EDGE Wet, the rows must be ordered as individual units with a position specified • Positions can either be "BOR" - Beginning of Row, "MOR" - Middle of Row, or "EOR" - End of Row • The connection between fixtures is less than 1/8" • For single, non -connected units, specify as "IND" for individual [IND Individual Fixture BOR Beginning of Row MOR Middle of Row EOR End of Row Mounting • Available with standard 1/2" flange (FL) • Utilize Surface Mount for in -wall application. Building surface waterproofing by others • End trims and power cord attached at factory • Approved for wet location unless otherwise noted • Refer to installation instructions during installation at the jobsite • FL(F) 1 Flanged n /I i I FL - Flanged Voltage • Some EDGE Wet configurations will not accommodate all volt- age options; consult with factory R+ 12 1 Universal 1120 volt 1277 volt 13 1347 volt Driver • Standard Driver Option = OL1 • Driver Lifetime: 50,000 hours at 25°C ambient operating conditions • For more driver options see Pinnacle Resource Guide • Some EDGE Wet configurations will not accommodate all driver options; consult with factory OL1 Osram Optotronic 10%, 0-10v OL2 Osram Optotronic 1%, 0-10v, nominal 1% dimming range OL3 Osram Optotronic 347v 10%, 0-10v, requires 347v option EE1 eldoLED ECOdrive 1%, 0-10v Logarithmic EE3. eldoLED ECOdrive 1%, DALI Logarithmic PL2 Philips Advance Xitanium 1 %, 0-10v PS1 Philips Advance Xitanium Step Dimming 50%/100% • LH1 • Lutron Hi-lume Soft -on, Fade -to -black 1%, EcoSystem, LDE1 LH3 Lutron Hi-lume 1%, 3-wire, Lutron-L3DA3W L51 Lutron 5-Series 5%, EcoSystem, LDE5 ND Non -Dimming , L18-0029 Tru by Hilton Specifications and dimensions subject to change without notice. Specification sheets that appear on pinnacle-Itg.com are the most recent version and supersAt$ath ent d Eelectronic versions. Designed and Fabricated in Denver, CO • USA l pinnacle-Itg.com 1 0: 303-322-5570 F: 303-322-5568 49 EV6_WET_LED_SPEC_FEBRUARY2018 pg. 3 PINN A CLE ARCHITECTURAL LIGHTING* EDGEE V 6 Recessed Linear WET How to specify Circuiting, Battery and Emergency 0 • Select fixture circuiting from options below • Some EDGE Wet configurations will not accommodate all circuiting options, consult with factory Circuiting Single Circuit IM 1 Multi Circuit l Emergency Circuit only j Night Light Circuit only p+p • Battery and emergency section options are available in addition to fixture circuit • Select battery and emergency section options below; factory shop drawing required • Some EDGE Wet configurations will not accommodate all circuiting options, consult with factory Battery and/or Emergency IfRequimd fo No battery or specific emergency section required Battery • Select battery section type if required, indicate total QTY. Example 2P • 90 minute battery runtime; test button is integral to fixture • No battery option available for 2' lengths • Entire direct fixture housing is on battery for lengths up to 5' • Half of direct fixture is on battery for 6', 7' or 8' housing lengths • For more battery options available, see Pinnacle Resource Guide fo —1 No battery t_P f Philips Bodine 10w Integral 1 Iota 10w Integral LIC Iota 10w Integral cEcl.isted Emergency • Select emergency section type if required, indicate total QTY. Example tE • Combine battery and emergency section ordering codes if both options are selected E�f I Emergency circuit section 1_N 1 Night Light circuit section I Life Safety circuit section NO THROUGH WIRE L,G I Philips Bodine GTD, Generator Transfer Device section Battery OR Emergency Ordering Examples • Single circuit, 10w Integral Battery Ordering Code: 1-1P • Emergency only, 10w Integral Battery Ordering Code: E-1 P • Single circuit, GTD required Ordering Code: 1-1G w n n For Approximate Battery Lumen Output • Multiply battery wattage X fixture LPW shown on Lumen Table • 92.3 (LPW) x 10 (watts) = 923 battery lumen output Combination Section Ordering Examples • Single circuit, (1) 10w battery, (1) emergency section • Multi circuit, (2) 10w battery, (2) emergency sections • Single circuit, (1) night light section Ordering Code: 1-1 P1 E Ordering Code: M-2P2E Ordering Code: 1-1N Finish • Standard powder -coat textured white, metallic silver, textured black, graphite or bronze painted finish; consult factory for chip of standard paint finishes • Selecting a fixture finish other than white may impact lumen output; consult factory for more information W�.White IS Metallic Silver `BL Textured Black !GR - Graphite 1BR ' Bronze !CC Custom Color L18-0029 Tru by Hilton Specifications and dimensions subject to change without notice. Specification sheets that appear on pinnacle-Itg.com are the most recent version and supersA p f a,O'fht7�/IDd9LtdEelectronic versions. Designed and Fa i ted in Denver, CO • USA I pinnacle-Itg.com I 0: 303-322-5570 F: 303-322-5568 1 1 1�1 1 EV6_WET_LED_5 FEBRUARY2018 pg. 4 P 1' N N A CLE "ARCHITECTURAL LIGHTING® EDGE - V 6 Recessed Linear WET Fixture Options • Additional options to enhance the fixture and finish of the product • Consult factory for MR16 configurations Internal Fast Blow Fuse 1 End Power Feed w n n Controls • Pinnacle is able to accommodate different control solutions from different manufacturers. Consult Factory for more information. Photometrics Satine Wet Lens Test N ITL86503 Catalog # EV6-WET-N-840.4 Lumens 15361m Watts 18.4 W Efficacy 83 LPW Candela Distribution Vert Horizontal Angle Angle 0 22.5 45 67.5 90 0 643 643 643 643 643 5 638 638 638 637 637 10 626 625 624 623 622 15 605 601 600 598 594 20 578 571 570 565 560 25 541 532 531 523 518 30 499 490 487 477 472 35 452 444 439 428 422 40 404 396 388 377 371 45 353 346 338 326 321 50 302 298 289 278 273 55 253 250 243 232 227 60 206 204 198 190 185 65 162 160 156 150 147 70 120 120 118 114 112 75 82 83 84 82 81 80 49 51 53 54 54 85 22 25 29 31 32 90 1 5 10 14 15 Luminance Data (cd/sq.m) Angle In Average Average Average Degrees 0-Deg 45-Deg 90-Deg 45 2685 2484 2330 55 2366 2156 1989 65 2050 1828 1681 75 1668 1504 1396 85 1302 1183 1201 For all available IES files, please visit our website at pinnacle-hg.com. Photometry testing in accordance to IESNA-LM-79-08 at an NVL4P accredited testing laboratory. Testing conducted at 25°C ambient conditions Applications & Certificates Construction 6063-T5 extruded aluminum housing with welded ends. Internal lens gaskets seal housing to prevent moisture and debris from entering the fixture. Pressure equalizing vent allows fixture to "breathe" preventing condensation. Shielding Solid acrylic diffuse snap -in lens with matte finish with an EPDM gasketed for complete wet seal. Mounting Fixtures can be installed individually or connected for a continuous run appearance. IND fixtures are individual fixtures and have no joining holes. IND fixtures cannot be joined. BOR fixtures are used for beginning of row and have joining holes on non -power end of fixture. MOR fixtures are used for middle of row and have joining holes on both ends of fixture. FOR fixtures are used for the end of a row and have no joining holes on power end of fixture. Consult factory for detailed installation instruc- tions. LED 25°C test environment. Lumen output/wattage has a margin of +/- 5%. All lumi- naire configurations tested in accordance with IES LM-79. Diodes tested in accordance with IES LM-80. Minimum lifetime greater than 60,000 hours. Lifetime Projection L70 = 134,700 hours and L90 = 40,100 hours. MacAdam 3-Step Ellipses. Not all products are Lighting Facts listed. For all available IES files, please visit our website at pinnacle-ltg. com. CRI, CCT & Lumen Output Two lumen packages available. Standard and High (HO). Custom outputs are available. Specify custom lumens or watts between standard offer- ing listed on CRI, CCT & Output page. 80 CRI is available for 3000K, 3500K, and 4000K. 90 CRI is available for 2700K, 3000K, 3500K, and 4000K. 80 CRI = R9z19 and 90 CRI = R9Z61. Voltage Universal (U), 120 volt (1), 277 volt (2) and 347 volt (3) options available. Must specify OL3 in Driver section when 347 volt (3) is selected. Some EDGE Wet configura- tions will not accommodate all voltage options; consult with factory. Driver Standard Driver Option is Osram 0-10V, 10% = OL1. Electronic driver, Pow- er factor is >0.9 with a THD <20%. Driver Lifetime: 50,000 hours at 25°C ambient operating conditions. Ambient operating range:-20°F/-30°C to 107°F/42°C. For more driver options, see Pinnacle Resource Guide. Some EDGE Wet configurations will not accommodate all driver options. Circuiting Select from single circuit (1), Multi circuit - For multiple circuiting and zone control, requires factory shop drawing (M), Emergency circuit (E) or Night Light circuit (N). For emergency circuiting situations that require no through wire or circuit sepa- ration, Life Safety Circuit should be selected. This will provide a separate power feed and only the Life Safety Circuit in that section. Some EDGE Wet configurations will not accommodate all circuiting options; consult with factory. Battery & Emergency Select battery or emergency options if required. If battery or emergency option is not required, enter 0. Battery duration is 90 minutes as standard. Test button is integral to fixture. For more Battery options, see Pinnacle Resource Guide. Finish Standard powder -coat textured white, metallic silver, textured black, graphite or bronze painted finish; consult factory for chip of standard paint finishes or for additional custom color and finish options. Controls Consult Factory Labels UL and cUL Listed, approved for wet location unless otherwise noted. IP65 and IK10 rated. Buy American Act Compliant Warranty EDGE Wet LED offered with a 5-year limited warranty. Covers LED, driver and fixture. L18-0029 Tru by Hilton Specifications and dimensions subject to change without notice. Specification sheets that appear on pinnacle-ltg.com are the most recent version and supersAt#a rflse T? dElectronic versions. Designed and Fabricated in Denver, CO • USA I pinnacle-Itg.com I O: 303-322-5570 F: 303-322-5568 EV6_WET LED_SPEC_FEBRUARY2018 51 pg. 5 rARGEI DART Maxi Adjustable Professional Projector Flood Light Concept: Professional adjustable LED projector. Housing: Die-cast aluminum body and joints for maximum heat dissapation. Materials: Die-cast aluminum housing powder coated in Ferrite Grey Color. Optics: High efficiency LED Chip on Board. Different optical systems depending on beam angles. NSP version: an indirect optic with a LED module directed towards the highly reflective anodised aluminium parabolic reflector, a transparent PMMA refractive screen and heat -pipe dissipation. SP and FL versions: a hybrid optic composed of an anodised mirrored aluminium reflector. optical glass lenses, a black anodised aluminium lens holder and a holographic filter. MWFL and WFL versions: with precision optics with convex facets in highly reflective anodised aluminium and a holographic filter. ASYMMETRICAL version: a highly reflective preanodised brushed aluminium optic. Mounting: Adjustable up to ±45° on the horizontal pane and +90°/-45° on the vertical plane with aim locking set screw. Can be installed directly to mounting surface. Installation: Pre -cabled with 10' SJOOW 18-3 cable (second 18-2 direct burial cable for 0-10V and DALI dimmable version). Finish: Ferrite Grey Driver: Non -Dimmable, 0-10V Dimmable or DALI Dimmable Wattage: 56W/88W (SP, FL, MWFL, WFL or ASYM), 29W (NSP) Color Temperature: 30000K / 40000K CRI: 84 Voltage: Universal Voltage 120-277V AC 50/60Hz IK Rating: IK10 IP Rating: IP66 rated Certifications: cULus Wet Location Listed E488257 Tested in accordance with LM-79-08 Warranty: 5 year limited warranty NSP Optic Shown IP66 Lumens: 3000K 4000K Narrow Spot 60 29W = 2134Lm 2190Lm Spot 170 56W = 3580Lm 3673Lm 80W = 4609Lm 4812Lm Flood 270 56W = 4021Lm 4126Lm 80W = 5177Lm 5404Lm MWFL 380 56W = 5150Lm 5284Lm 80W = 6631Lm 6922Lm WFL 520 56W = 5137Lm 5270Lm 80W = 6614Lm 6904Lm Asymmetric 850x760 56W = 5741Lm 5890Lm 80W = 7391Lm 7715Lm PRODUCT CODE ) DRIVER OPTICS WATTAGE FINISH COLOR TEMP DAL — Dart Maxi ND — Non —dimmable electronic NS — Narrow Spot 60 L2 — 29W FE — Ferrite Grey 30 — 3000K Views 10 — 0-10V Dimming SP — Spot 170 DA' — DALI Dimming FL — Flood 270 ' 56W and 88W MW — Medium Wide Flood 380 optics only WF — Wide Flood 520 AS — Asymmetric 85(1(760 L3 — 56W L4 — 88W 8.43' 9.21' 8-Q0_ 5.79' 11.50' Adjustable Bracket Mount L40 — 4000K L 18-0029 Tru by Hilton Attachment E US Targetti USA 52rgettl Group Company - 750-A W.17th St. Costa Mesa, CA 92627 - Phone (714) 513-1991 - Email: targettiusa@targetti.com - www.Targetti.us - 05.22.18 - Page 1 of 6 AGEuuI DART MAXI Optical Accessories: Maximum of two optical accessories per fixture 1E3093 Holder ring. CNC machined anodised and powder coated aluminium. Dimension 7.7in x 7.7in. Required for use of all filters. 1E3088 Chromatic filter Red. Glass with dichroic treatment. Not suitable for Asymmetric optic. To be completed with dedicated holder ring. Diameter 6.62in. 1E3089 Chromatic filter Green. Glass with dichroic treatment. Not suitable for Asymmetric optic. To be completed with dedicated holder ring: Diameter 6.62in. 1E3090 Chromatic filter Blue. Glass with dichroic treatment. Not suitable for Asymmetric optic. To be completed with dedicated holder ring. Diameter 6.62in. 1E3091 Chromatic filter Yellow. Glass with dichroic treatment. Not suitable for Asymmetric optic. To be completed with dedicated holder ring. Diameter 6.62in. 1E3092 Chromatic filter Magenta. Glass with dichroic treatment. Not suitable for Asymmetric optic. To be completed with dedicated holder ring. Diameter 6.62)n. 1E3094 Blade light filter. PMMA holographic filter for a blade of light effect. Not suitable for Asymmetric. To be completed with dedicated holder ring. Diameter 6.62in. 1E3095 Asymmetric screen. Powder coated stainless steel. Not suitable with 1E3096. 1E3096 Anti -glare grid. The central elements may be removed to obtain two different levels of glare control. Powder coated stainless steel. Not suitable with 1E3095. INSTALLATION ACCESSORIES: Maximum of one installation accessory per fixture 1E3026 Plate for fitting rotation. Powder coated stainless steel. 1E3028 Earthspike. Powder coated stainless steel. 1E3098 Laser pointing system. To be installed by friction on the projector's body. Powder coated stainless steel. Provided with laser. 1E3093 1E3095 1E3026 Targetti USA-4- A Targetti Group Company 750-A W. 17th St Costa Mesa, CA 92627 Phone (714) 513-1991 Chromatic filters 1E3096 1E3028 1E3094 1E3098 L 18-0029 Tru by Hilton Attachment-E Email: targettlusa®targetti.com - www.Targetti.us : 05.22.18 - .3age 2 of 6 IARGa I DART MAXI OPTICAL SYSTEM The optical system is the heart of every lighting fixture and its role is to adapt to the lamp, control emission and create the light beam. Every optical system is different, calibrated by a specific lamp to maximise performance and designed to interpret a lighting task to the full. Following rapid developments in LED lamps and new technology associated with them it is now more important than ever to look for new solutions, geometry and materials. Given the importance and specificity of this function Targetti has an internal design department dedicated to constantly creating and evolving its optical systems. Extremely innovative proprietary systems that are very different to each other, often protected by patents are developed with careful attention to the precision of the light beams and the best efficiency possible. Reflector Optics: INDIRECT Narrow and defined beams. Created to fill the increasing need for more powerful, net and highly collimated beams, they exploit the classic lighting principle using a pure parabolic reflector lit by a lamp that is turned backwards towards the reflector and completely hidden from view. Using powerful state of the art COB module placed in focus of a mirror reflector resulted in having to design unusual solutions to allow for proper heat dissipation on one hand, and to minimise the shadow created in the beam by the lamp itself on the other hand. Thanks to a complex heat -pipe system, usually used in micro -computers that can transfer large quantities of heat through very small sections, the lamp can work at an ideal temperature to ensure long life and maximum efficiency. HYBRID Performance and control. Based on the combined use of reflectors and lenses to combine the advantages of two light control methods. High efficiency and clean beams for well collimated beams that are completely free from fall -off halos, which is a normal effect of light that is not controlled in optics with a simple reflector. Inside a classic faceted reflector a frame is inserted which positions one or more optical glass lens in front of the lamp: while the reflector controls the periphery of the beam, the lenses manage its central part separately, the part that normally escapes out of control. Cancelling "spurious" light is combined with flux recovery and an increase in intensity inside the beam. FACETED Maximum Efficiency of soft light. Made from high vacuum metallised plastic protected with a Scratch Proof Formula or from polished anodised pure aluminium, their high reflectance always ensures high optical efficiency. Profiles designed with the best simulation software and the ellipsoidal convex facets overlaid on them are calibrated to generate various beam angles with an optimal light mix to create precise, soft, clean beams. ASYMMETRICAL Uniform Tight for vertical serfaces. These are optics which make it possible to obtain an uniform effect on vertical surfaces for the entire height while at the same time widen the beam for increased longitudinal uniformity and better installation distance. Typically they use reflectors with very complex and innovative geometry that can be made of metallised plastic or reflective aluminium or use extruded lenses as in the case of linear lamps. What makes them unique is their ability to direct beams right from the surface nearest the fixture, making the light "attachment" imperceptible. L 18-0029 Tru by Hilton Attachment E Targetti USA5]krgetti Group Company 750-A W. 17fh St. Costa Mesa, CA 92627 Phone (714) 513-1991 Email: targettlusa@targetti.com www.Targetti.us - 05.22.18 - Page 3 of 6 IARGc DART MAXI Photometric Information NARROW SPOT ' POLAR GRAPH CONE OF LIGHT Fixture Power 29W UP p (Ft) .« 10.00 Max Med ''r ftcd ftcd 1499 975 �� '�� .• w' �•`` Fixture Output 2134Lm 2190Lm Kelvin Temp 30000K 40000< 1 Y_� r ,, . 1II� V II Lr lag a , I 20.00 375 244 Beam Spread NSP 60 NSP 6Q 30.00 167 108 IMax 46545cd/klm 40.00 94 71 Efficacy 74 Lm/W 76 Lm/W 50.00 t 60 39 SPOT POLAR GRAPH CONE OF LIGHT Fixture Power 56W (Ft) a,,, 4.00 w..,. Max Med ftcd ftcd 2110 1346 Fixture Output 3580Lm 3673Lm Kelvin Temp 30000K ' I 4000)3< a 8.00 i 527 337 Beam Spread SP 170 SP 170 ry 12.00 1 �' 234 150 IMax 5052cd/klm 5052cd/klm 0. P 16.00 1_�'l 132 84 Efficacy 64 Lm/W 66 Lm/W 20.00 84 54 SPOT , POLAR GRAPH CONE OF LIGHT Fixture Power 88W �� (Ft) �� 4.00 Max Med +� ftcd Rcd 2717 1734 ' '` \ ';� ��'°" —� Fixture Output 4609Lm 4812Lm Kelvin Temp 3000[K 40000K �// , �j 410ir 11 • a 0. 8.00 679 433 Beam Spread SP 170 SP 17Q 12.00 302 193 IMax 5052cd/klm 5052cd/klm 16.00 I '\ 170 108 Efficacy 53 Lm/W 55 Lm/W 20.00 109 69 t.-.. _ L18-0029 Tru by Hilton -Attachment-E -- Targetti USA - A Targetti Group Company -„ 750-A W. 17th St Costa Mesa. CA 92627 - Phone (714) 513-1991 Email: targettlusa@targettLcom - www.Targetti.us 05.22.18 .Adage 4 of 6 ARGa I DART MAXI Photometrics lFLOOD , POLAR GRAPH CONE OF LIGHT Fixture Power 56W '" " (Ft) "r a,P 4.00 �., ...u. Max Med ftcd ftcd 1 1186 739 11PFixture / , �t \_ _ ' . • Output 4021Lm 4126Lm Kelvin Temp 30000( 40000K A . . lur ��� ' . 8.00 ry 296 185 Beam Spread FL 270 FL 270 12.00 132 82 IMax 2839cd/klm 2839cd/klm 16.00 74 46 Efficacy 72 Lm/W 74 Lm/W ti .•f 20.00 47 30 . FLOOD POLAR GRAPH CONE OF LIGHT Fixture Power 88W (Ft) cur w �P 4.00 Max Med b�' u} ftcd ftcd 1527 952 `,. " �r=`;`l��'"ill '" Fixture Output 5177Lm 5404Lm Kelvin Temp 30000K 40001X "' i.—� i•�,CIL •0 � _', '�� .. Beam Spread FL 270R 12 00 1r ��' 170 106 Max 2839Od/klm 2839t d/klm 16.00 b 95 59 Efficacy Effica 59 Lm/W 62 Lm/We 20.00'" 61 38•'. I MEDIUM WIDE FLOOD POLAR GRAPH CONE OF LIGHT Fixture Power 56W (Ft) .., .......... Max ftcd Med ftcd Fixture Output 5150Lm 5284Lm Kelvin Temp • 300001< 40000K — . 2.00 ! 2206 1411 Beam Spread MWFL 380 MWFL 380 4.00 L ,... 551 353 IMax 1333cd/klm 1333cd/klm 6.00 r 245 157 Efficacy 92 Lm/W 94 Lm/W 68 8.00 138 \/ / ". - 56 10.00 Ir -_= 88 MEDIUM WIDE FLOOD ' POLAR GRAPH CONE OF LIGHT . Fixture Power 88W " `- • (Ft) 2.00 „~ a W-.. „r ^• Max ftcd 2965 . Med ftcd 1897 474 211 119 78 + \ \ ! / Fixture Output 6631Lm 6922Lm Kelvin Temp 30000K 0K L 3 2:: Beam Spread MWFL 380 \ 4.00 / # - 741 IMax 1333cd/klm 6.00 N 329 Efficacy 75 Lm/W 79 Lm/W 8.00 - • -- 185 y""-- - - 10.00 119 L18-0029 Tru by Hilton f Targetti USA LA®rgetti Group Company 750-A W.17th St. Costa Mesa, CA 92627. - - Phone (714) 513-1991 �--- - -Attachment-E-- Email: targettiusa®targetti.com - www.Targetti.us . - 05.22.18 - Page 5 of 6 ARGc I DART MAXI Photometrics WIDE FLOOD POLAR GRAPH CONE OF LIGHT Fixture Power 56W 'm' �"' ,„ '" y . (Ft) 2.00 n �P / -- �.n. Max ftcd 1614 403 179 101 65 Med ftcd 883 221 98 55 35 4` Fixture Output 5137Lm 5270Lm Kelvin Temp 30000< 40000K .4 �� � •- ��' `. \ V Beam Spread WFL 520 WFL 520 . 4.00 � . -. IMax 966cd/klm 966cd/klm 6.00 8.00 - Efficacy 92 Lm/W 94 Lm/W- 10.00 .` I-- ` / WIDE FLOOD POLAR GRAPH CONE OF LIGHT Fixture Power 88W m (Ft) 2.00 4.00 6.00 8.00 10.00 ,. a, a 7 1 -•„..., , Max ftcd 2078 519 231 130 83 Med ftcd 1137 284 126 71 45 `" J ) Fixture Output 6614Lm 6904Lm Kelvin Temp 30000< 40000K / i Beam Spread WFL 520 WFL 520 L ` IMax 966cd/klm 966cd/klm Efficacy 75 Lm/W 79 Lm/W "" _- ' ASYMMETRIC POLAR GRAPH * CONE OF LIGHT Fixture Power 56W e e (Ft) 2.00 ..,,r•-, Max ftcd 1811 Med ftcd 1191 298 132 74 48 // ( Fixture Output 5741Lm 5890Lm Kelvin Temp 30000< 40000K ' \ / / ( I [ Beam Spread 850x 760 850x 760 4.00 . 453 IMax 895cd/klm 895cd/klm 6.00 % - - L__ -113 '--'\-201 Efficacy 103 Lm/W 105 Lm/W 8.00 —� 10.00 72 ASYMMETRIC - POLAR GRAPH CONE OF LIGHT Fixture Power 88W m n , " "' /�� (Ft) 2.00 4.00 6.00- 8.00 10.00 ,_ :tir . _.e ...n>1 Max ftcd 932 Med ftcd 241 60 27 15 10 Fixture Output 7391Lm 7715Lm —) Kelvin Temp 30000K 40000K Beam Spread 850x760 850x 760 ` / \ \ t•_ - - ' - - 233 IMax 895cd/klm 895cd/klm 104 Efficacy 84 Lm/W 88 Lm/W 58 - r-_ - - - _ _ - 37 L18-0029 Tru by Hilton --_•----Attachment-E- — ------ 1 Targetti USA - A Targetti Group Company -, 750-A W.17th St. Costa Mesa. CA 92627 Phone (714) 513-1991 Email: targettlusa@targetti.com - www.argetti.us - 05.22.18 57age 6 of 6 - t,7/3/20113 Landmark Web Official Records Search 1L•16:00 RN KING OMR COBS (65 TED LOT I THAT PORTION AT THE NORTHEAST SO1 4 'W A DISTANCE THENCE N204•58R A CIS OF WHICH BEARS S1E4Y8 S147129'W A DISTANCE OF 123.6 WESTERLY ALONG SAID CURVE TH AI .4 E EASST 1/2 ^,,EP E NORTHWEST 1/4 O ST aid'? MD 7 OP THAID EAST 1290.30 FEET; THENCE S8P, 222.97.: EET. FEET; THENCE SOU TO THE BEGINN A CENTRAL AN CON LNG AN AREA OF 6:,591: QQ LOT_2 V. 31 PORTION OF THE EAST 1/2 OF 71" N COMMENDING AT THE NORTHEAST CORN OF THE NORTHEAST CORNER OF SAID AST 1/4; DISTANCE OF 1290.30 FEET TO THE TNT INT OF /HENCE N1 47'29E A DISTANCE OF 286.42 FEET; THEN BEARS 56123.28E 60.00 FEET. THENCE SOUTHEASTERLY '^£VERSE CURVE THE RADIUS POINT OF WHICHBEARS 55231 MORE OR LESS. . THE SLC'THEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORT IS 2'W ALOA£.....E NORTH UNE OF SAID S ALONG THE N88TH LINE OF SAID EAS-: Y9TA 343.77 FEET T,OL�� THE W.,'TRUE POINT W.,'Et''MORE OF 234. 1:EET TO THE S&SNNB HIVE A CENTRAL NIGLE THE S POINT OF %k9CH L -• OF 78 79 FEET: THENCE N8731 WEST 1/4 OF ME SOU77,VST 1/4 OF SECTIONy'28• TORF"HIP 23 NC. ST1/3N881D3'42'W ONO. EALC*NORTH U E OF SAW) EAST /2 -. NNING: 543E A 'STANCE OF 154,72 FEET 70 A.•POINT G SAID PAVE THROUGH A CENTRAL ANGLE' OF E 15.00 FEET) THENCE NORTHEASTERLY A DISTANCE OF 14.34 FEET; THENCE 588'05'42 E A DISTANCE • 2.51 F1E7; MOINE 5204'S8'W A 343.77 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 81,585 SQ. FT. MORE OR LESS. LOT 3 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF TN' SOU£ 1/4 OF TON 26, TOWNSHIP 23 NORTH. A 28'1 G SAID COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS N8805'4 THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE II880542 W ALONG DISTANCE OF 1023.88 FEET TO THE TRUE POINT OR BEGINN/N4 . EAST, W.M.• DESCRIBED AS • • OWS 4,C A OF DISTAN659.34 CE OF 1, FEET,• FEET L CUR • -E RADIUS POINT 44 FEET; THENCE THENCE SOUTH- 70 771E POINT OF BEGINNING. ST. W.M.• DESCRIBED AS FOLLOWS` A DISTANCE OF 1.339.34 FEET FROM 59.34 FEET; THENCE SOS 4r29'W A XRVE• THE RADIUS POINT OF WHICH OF 149.64 FEET; TO WE POINT OF A C VTRAL ANGLE OF 5445'56' 'rNCE N8755'02'W A DISTANCE OF • EAST, W.M., DESCRIBED AS FOLLOWS 4 FEET FROM ONG THE NORTH UNE OF SAID SOUTH£' ., /1. A. DISTANCE OF 1,339.3 NORTH UNE OF SAID EAST 1/2, A DISTN..s OF 659:34 FEET) THENCE S014729'W A 9 71 1069009 THENCE N1 4r29E A DISTANCE OF 507.93 FEET; THENCE m4705'421: A • TANCE OF 1 • 00 FEET TO A POINT ON A HORIZONTAL CURVE THE RADIUS POINT OF WHICH 57836'48 E, 50.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE "ROUGH A CD,ITR ,. ANGLE OF 153'54'50" A DISTANCE OF 134.32 FEET TO THE POINT OF REVERSE CURVE THE RADIUS POINT OF TWITCH BEARS S5231 JB E 15.00 FEET ONCE NORTHEA ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5445'56' A DISTANCE OF 14.34 FEET; THENCE 58805'42E A DISTANCE OF 327.05 FEET • THE BEGINNING OF A H• ONTAL CURVE THE RADIUS POINT OF WHICH BEARS 5134'18'W, 50.00 FEET: THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTR . ANGLE OF 6933'11' A DUST OF 7844 FEET; THENCE SI47'29'W A DISTANCE OF 377.00 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE RADIUS POINT OF . CH BEARS N8B72'J1'W; SOCK) THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 903649- A DISTANCE OF 78.64 FEET THENCE N8895' W A DISTANCE OF 326.76 FEET TO T) GINNING OF A HORIZONTAL CURVE. THE RADIUS POINT OF WHICH BEARS N134'18E 15.00 FEET; THENCE NORTHWE Y . ONG SAID CURVE THROUGH A CENTRAL A OF 5445'56' A DISTANCE OF 14.34 FEET TO THE POINT OF REVERSE CURIE THE RADIUS POINT OF; WHICH 40'14'W, 50.00 FEET) THENCE SDUTHNES7E L ONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11803'42' FEET;A DISTANCE OF 103.03 THENCE N8815.4.1. • LANCE OF 154.72 FEET TO THE POINT OF BE CONTAINING AN AREA OF 300,218 SO. FT. LOT 4 THAT PORTION OF THE EAST1/2 OF THE NORTHEAST COR • OP, • - ER OF STD EAST 1/2 WHICH IS N88'05'42'W ALONG THE NORTH LINE OF SAID THEAST 1/4, A DISTANCE CIF 1.339.34 FEET FRC COMMENDING AT THE SOUTHEAST 1/4; THENCE N889542'W Al ONO THE NORTH UNE OF SAID EAST 1/2, A DISTANCE OF 515. - FEET 70 E TRUE PONT OF BEGINNING. NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NTH, RANGE 4 EAST. W.M., DESCRIBED AS FOLLOWS THENCE N1'4r A HORIZONT A DISTANCE 15.00 RADIUS FEET; A OI CE OF 515.95 FEET; THENCE 5889542E A DISTANCE OF 629.34 FEET) THENCE SI 4r29'W A LIST . • ' "451.30 FEET TO THE BEGINNING OF VE E RADIUS POINT OF WHICH BEARS NBE812J1'W, 50.00 FEET; THENCE SOUTHWLs MEHLY ALONG SAID CUR THROUGH A CENTRAL ANGLE OF 90'06'49" FEET, THENCE N880542'W A DISTANCE OF 326.76 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE S POINT OF WHICH BEARS NI84.8E NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 544536' A DISTANCE OF 14.34 FEET TO POINT OF REVERSE CURVE THE 1138CH BEARS 55640'14M; 50.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE • - ;3r02' A DISTANCE OF 118.35 8835'42'W A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. AN AREA OF 315,456 S0. FT. MORE OR LESS /0 AN EASEMENT BENEFITTING L• 4 FOR THE OPERATION. MAIA74ANCE AND/OR REPLACEMENT OF A STORM • AGE SYSTEM OVER, CINDER, ALONG. AND • A TEN FOOT WIDE STRIP 0' MID IS HEREBY GRANTED AND FURTHER BED BY THE FOLLOWING CENTERLINE: COMMENDING AT THE NORTHWEST •• 0$ OF LOT 3,42E A DISTANCE OF 102.34 �- ALONG THE NORTH UNE OF • 3 TO THE POINT OF BEGINNING OF IS CENTERLINE THE ENT. THENCE SO2S7S3E A • TANCE OF 28.84 FEET. THENCE 4'E S56'114A DISTANCE OF 48.88 FEET • E NORTH LINE. LOT 3 ANDTERMINUS OF IS CENNTERUNE THE SIDELINES OF THIS EASEMENT ARE TO -ROLONGED OR FORESHORTENEND SO AS TV CONTIGUOUS WITH THEMSELVES AND THE BOUNDARY OF LOT 3. 02 AN EASEMENT BENEFITING LOT 2 FOR THE OPERA •, . MAINTENANCE AND/OR -° - ENT OF A STORM DRAINAGE SYSTEM OVER. UNDER, ALONG., AND UPON A TEN FOOT HIDE •: P OF LAND IS HEREBY TED AND FURTHER DESCRIBED BY THE FOLLOWING CENTERLINES COMMENCING AT THE NORTHWEST CORNER OF LOT I, THENSBEOS'42E A : STANCE OF 29.40 FEET ALONG THE NORTH UNE OF LOT 1 TO THE PONT OF BEGINNING OF THIS CENTERLINE AND :.326J5'48'W A DISTANCE OF 29.80 FEET TO A PONT HEREINAFTER REFERRED TO AS POINT 'A', THENCE FROM . T •'A ~.: 535'54'W A DISTANCE OF 44.22 FEET TO THE NEST UNE OF LOT 1 AND THE TERMINUS OF THIS CENTERLINE ALSO. BEGINNING AT THE AFOREMENTIONED POINT A. THENCE CE OF 17.40 FEET TO THE NEST LINE OF LOT 1 ANDTH£ TERMINUS OF THIS CENTERLINE. THE SIDELINES OF THIS EASEMENT ARE TO BE PROLONGED • FORESHOR AS TO BE CONTIGUOUS WITH THEMSELVES AND THE BOUNDARY OF LOT 1. DJ A PRIVATE UTILITY EASEMENT BENEFITING LOT 3 F. E CONSTRUCTION. MAD AND/OR REPLACEMENT OF UTILITIES OVER. UNDER, ALONG AND UPON THE REST FIVE FEET • - LOT 2 IS HEREBY GRANTED. 0 A PRIVATE UTILITY EASEMENT BENEFITING LO 4 FOR THE CONSTRUCTION. MAIN'::. .. AND/OR REPLACEMENT OF UTILITIES OVER. UNDER. ALONG, AND UPON THE NEST FIVE - OF LOT 2 AND AND THE NEST OF L. J IS HEREBY GRANTED. 0 AN EASEMENT BENEFITTING LOT I FOR E PURPOSES OF INGRESS/EGRESS AND' : ;TIRING A % ---_ OVER THE EAST 60 FEET OF THE SOUTH 60 FEET OF LOT 2. 06 AN EASEMENT BENEFITING LOT FOR THE PURPOSES ,' INU S/EGRESS AND PARKING ACCESS O-'' THE WEST 175 FEET OF THE SOUTH 25 FEET OF LOT 3. 07 AN EASEMENT BEREFTTI : LOT 3 FOR THE PURPOSES OF INGRESS/EGRESS 'AND PARKING ACCESS OVER - NEST 185 FEET OF THE SOUTH 30 FEET OF L • 4. © AN EASEMENT TONG LOT 3 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKINO ACCESS OVER THE 50 FEET OF LOT 2. O AN EASEMEN ERRING LOT 4 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING AL.,. .S OVER THE NEST -• OF LOT 2 AND OVER NEST 50 FEET OF LOT 3. 0 AN E T BENEFTING LOT 4 FOR THE PURPOSES OF INGRESS/EGRESS AWL. PRICING ACCESS OVER THE NORTHERNMOS 0 FEET NF. OF 3 EXCEPT THE EST 130 FEET THEREOF LAP sURyscan^s iatl/FrCwx I HEREBY CERTIFY THAT THIS SHORT PLAT OF SOUTHCENTER CORPORATE SQUARE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 26. TOWNSHIP 23 N. RANGE 4 E THAT THE COURSE AND DISTANCES ARE SHOWN CORRECTLY THEREON: AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PUTTING ORDINANCE. REGISTRATION NO.: Ii 'j'L 'z• DATE /O VERTICAL DATUM: NGVO 1929 PARCEL CONTAINS 17.45 ACRES SIGNATURE: (/ NAME AS COMMISSIONED: Tuna K. Moore TITLE - ©rb'-'�'C iKa.•1 .e�-� MY APPOINTMENT EXPIRES: U 0 / 4L % F 1. REFERENCE SURVEY PLATE. VOL. 128/27-28• VOL. 104/8-1G VOL 31/73-74. VOL 83/22-23. REFERENCE SURVEYS: 54/212, 43/115. 128/26. 2. SHORT PLAT NO. TU SP 91-9 SS RECORDED UNDER RECORDING NO. 9208261819, RECORDS OF KING COUNTY, WASHINGTON. EfilMigtg. FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED WITH A WILD TOTAL STATION INSTRUMENT. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED 70 AND ADJUSTED AGAINST A NATIONAL GEODETIC BASELINE WITHIN THE LAST ONE TEAR. NIMINAL BUILDING #1 545 ANDOVER PARK WEST TUKWILA, BUILDING #2 565 ANDOVER PARK WEST TUKWILA. BUILDING #3 573 ANDOVER PARK WEST TUKWILA. BUILDING #4 553 ANDOVER PARK WEST TUKYIIIA BUILDING /5 625 ANDOVER PARK REST TUKWILA. BUILDING le BUILDING #7 BUILDING #B BUILDING #9 BUILDING #10 BUILDING #11 BUILDING /12 WASHINGTON 98188 WASHINGTON 98788 WASHINGTON 98188 WASHINGTON 98188 WASHINGTON 98188 645 ANDOVER PARK WEST TUKWILA. WASHINGTON 98188 655 ANDOVER PARK WEST TUKIRLA, WASHINGTON 98188 635 ANDOVER PARK REST TUKWILA. WASHINGTON 98188 665 ANDOVER PARK WEST TUKWILA. WASHINGTON 98188 360 CORPORATE DRIVE NORTH TUKWILA. WASHINGTON 98168 375 CORPORATE DRIVE SOUTH TUKWILA. WASHINGTON 98188 370 CORPORATE DRIVE NORTH TUKWILA, WASHINGTON 98188 SAL NDlES 1. SUBJECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 531'-'-"T8D 2. BULDINO SETBACKS PER CITY OF TUKWILA FRONT - 15. SECOND FRONT - 15; SIDE - TO'. REAR - 10' 3. PARKING SPACE COUNT: STANDARD COMPACT 764 483 1t5. TAX, PARCEL IDENTIFICATION 262304-9075-00 HANDICAP 21 11R PARTME h3T O RSS.sst'nE tJVs EXQS \%CNe/lc&o i o 4 rovet,.q-t�' s G- cifacE, A=,se.�Sor- �e.p�t f�esSor e2C z 3e - 9 e7s SE'/Te .2e2 J-o,4 KNOW ALL MEN BY THESE PRESENTS THAT ME THE UNDERSIGNED, OWNERS IN FEE SIMPLE AND UEN HOLDERS OF THE LAND HEREBY PLATTED, HEREBY DECLARE DEDICATE AND CONVEY TO THE CITY OF TUKWILA FOR THE USE OF THE PUBLIC FOREVER ALL STREETS WATER STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS AND RIGHTS -OF -WAY SHOWN THEREON AND THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC ROADWAY AND UTILITY PURPOSES: ALSO THE RIGHT TO MAKE ALL NECESSARY. SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND ALLEYS SHOWN HEREON. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. LOWE NORTHWEST INVESTOR PROPERTIES 1. LLC. BY LOWE/WASHINGTON CORPORATION. A WASHINGTON CORPORATION. ITS MANAGER BY: CRAIO A. WRENCH.1V-TS SENIOR VICE PRESIDENT •l (NAME, -TITLE. AND COMPANY) THIS IS TO CERTIFY ON THIS qta DAY OF 19 II_ BEFORE ME THE UNDERSIGNED , A NOTARY PUBLIC. PERSONALLY APPEARED BEFORE ME C.J4'HV A - t./i♦: N c$ W SE N t V tl t/Vcar PACE 10 c ••IT, -0W e /WYPN•W 06Te!V co RW/ter8 e.+• A WA^SIGNED AND SEALED THE SAME AS /H•t•0 FREE AND VOLUNTARY ACTSHINGTON CORPORATION. TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN DEDICATION. AND ACKNOWLEDGED TO ME THAT 14-� FOR THE USES AND PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID T b.THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATON.BITHESS MY HAND AND OFFICIALE SEAL DAY AND• ,PRITIEN. �9�r4 '?i`44-ti,,- . OF wASM+O REVIEWED AND APPROVED BY THE SHORT SUBDIVISIONDIDI/SION COMMITTEE AND HERESY CERTIFIED FOR FILING THIS23 t ' DAY OF{/SALO10tP - ORI FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS L 4• - DAY OF r. e u 47 A • ' - MINUTES PAST / /_Ale -B-.M.. AND RECORDED IN VOLUME //.Q • KING , . . . WASHINGTON. UGOord TY DIRECTOR KING COUNTY DIRECTOR. KING COUNTY CHAIR. SHORT SUBDIVISION COMMITTEE 19 4'7 OF PLATS ON PAGE y P. ARTMENT OF RECORDS AND ELECTIONS DEPARTMENT OF RECORDS AND ELECTIONS INDEX IN NW 1/4 SE 1/4 SEC 26 T23N R4E 49 Z �O Z LOWE ENTERPRISES LU J L A- Bt O Ci N CD Q CC SURVEYED BY: KRR CHECKED BY: DRAWN BY: = APPROVED BY: DATE: 10/8/97 Cr a. CI IL U Z En O,1 0 1HEET of https://recordsea rch. kingcounty.gov/La nd ma rkWeb/sea rch/index?theme=.blue&section=searchCriteria I nstrumentN u tuber&q u ickSea rchSelection=# eLly 1/5 7/3/2018 Landmark Web Official Records Search 9 Z oo- ,17d 9 71 1.0690-.09 118 49 A If W LOT LEcQ .L oFsoRwnohls LOT 1 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M..DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS N8805'42'W ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4, A DISTANCE OF 1.339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE N880542'W ALONG THE NORTH LINE OF SAID EAST 1/2 A DISTANCE OF 659.34 FEET• THENCE SO147.29'w A DISTANCE OF 1290.30 FEET; THENCE 75502E A DISTANCE OF 34577 FEET TO THE TRUE POINT OF BEGINNING; THENCE N204'06 E A DISTANCE OF 222.97 FEET, THENCE 5660542T A DISTANCE OF 234.54 FEET TO THE BEGINNING OF A HORIZONTAL CURVE. THE RADIUS POINT OF WHICH BEARS 515418'W' 50.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8953'11' A DISTANCE OF 76.44 FEET; THENCE S147.29'W A DISTANCE OF 123.69 FEET TO THE BEGINNING OF A HORIZONTAL CURVE. THE RADIUS POINT OF $HI0H BEARS N8612'31'W, 50.00 FEET THENCE SOUTH- WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 901729' A DISTANCE OF 7879 FEET; THENCE N8755'O21W FOR 235.32 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 62596 SO. FT. MORE OR LESS. LOT 2 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS N6805'42'W ALONG THE NORTH LINE OF SAID SOUTHEAST T/4, A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE N8655'42'W ALONG THE NORTH UNE OF SAID EAST I/2 A DISTANCE DOFF 659.34 FEET; THENCE SO14729'W A DISTANCE OF 1290.30 FEET TO THE TRUE PONTOF BEGINNING: THENCE N147-29E A DISTANCE OF 266.42 FEET, THENCE 58815'43E A DISTANCE OF 154.72 FEET TO A POINT ON A HORIZONTAL CURVE ME RADIUS POINT OF WITCH BEARS 56173'28E• 50.00 FEET, THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1712810' A DISTANCE OF 149.64 FEET, TO THE PONT OF REVERSE CURVE THE RADIUS POINT OF WWII BEARS 55251'38E, 15.00 FEET THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5445'56" A DISTANCE OF 14.34 FEET, THENCE 58805'42E A DISTANCE OF 92.51 FEET; THENCE S20458'W A DISTANCE OF 222.97 FEET; THENCE N8755'02'W A DISTANCE OF 343.77 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 81,5115 SO. FT. MORE OR LESS. LOT3 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.N., DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS N61305'42'W ALONG THE NORTH LINE OF SAID SOUTHEAST 1 OF 4, A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE N6605'42 W ALONG THE NORTH LINE OF SAID EAST 1/2, A DISTANCE 659.34 FEET THENCE 50147'29'w A DISTANCE OF 1023.86 FEET TO THE TRUE POINT OF BEDINNINS THENCE N147:29T A DISTANCE OF 5079.3 FEED THENCE 58605'42E A DISTANCE OF 150.00 FEET TO A POINT ON A HORIZONTAL CURVE THE RADIUS POINT OF WHICH 57856'46T, 50.00 FEET THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANISE OF 1535450' A DISTANCE OF 134.32 FEET TO THE POINT OF REVERSE CURVE THE RADIUS POINT OF WHICH BEARS S5251'36'E 15.00 FEET THENCE NORTHEASTERLY ALONG SAID CURVE THROWN A CENTRAL ANGLE OF 544556' A DISTANCE OF 14.34 FEET, THENCE 58805'42E A DISTANCE- OF 327.05 FEET TO THE BEGINNING OF A HORIZONTAL CURVE. THE RADIUS PONT OF WHICH BEARS Sf 54'16'W, 50.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 695311' A DISTANCE OF 76.44 FEET; THENCE SI47'29•w A DISTANCE OF 377.00 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE RADIUS PONT OF WHICH BEARS N6812'31'W, 50.00 FEET, THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9006'49' A DISTANCE OF 78.64 FEET, THENCE N8805'42'W A DISTANCE OF 326.76 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE RADIUS POINT OF WHICH BEARS Nl5416 E. 15.00 FEET THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5445'56' A DISTANCE OF 14.34 FEET TO THE POINT OF REVERSE CURVE THE RADIUS POINT OF WHICH BEARS S564O14'1.; 50.00 FEET THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1181)3'42' A DISTANCE OF 103.03 FEET, THENCE N8815'43'W A DISTANCE OF 154.72 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 300.218 SO. FT. MORE OR LESS . LOT 4 ' THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 23 NORM, RANGE 4 EAST. W.M., DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID EAST 1/2 NNICH IS N8805'42'W ALONG THE NORTH UNE OF SAID SOUTHEAST I/4. A DISTANCE OF 1.339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4; THENCE N8805'42'W ALONG THE NORTH LINE OF SAID EAST 1/2 A DISTANCE OF 659.34 FEET THENCE S0147'29'W A DISTANCE OF 510.95 FEET TO THE TRUE POINT OF BEGINNING. THENCE N1 4T29E A DISTANCE OF 515.95 FEET THENCE 58515'42T A DISTANCE OF 629.34 FEET, THENCE S147'29'14 A DISTANCE OF 451.30 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE RADIUS POINT OF WHICH BEARS N8812'31'194 50.00 FEET) THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0006'49' A DISTANCE OF 75.64 FEET; THENCE NB60542'W A DISTANCE OF 326.76 FEET TO THE BEGINNING OF A HORIZONTAL CURVE THE RADIUS POINT OF WHICH BEARS NI54'IB E 15.00 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5445'56' A DISTANCE OF 1434 FEET TO THE POINT OF REVERSE CURVE THE RADIUS PONT OF WHICH BEARS S564O14'W, 50.00 FEET THENCE SOUTHWESTERLY ALONG SAID CURIE THROUGH A CENTRAL ANGLE OF 135'37'02' A DISTANCE OF 118.35 FEET; THENCE N8805'42'W A DISTANCE OF 150.00 FEET TO THE PONT OF BEGINNING CONTAINING AN AREA OF 315,456 SO. FT. MORE OR LESS. glegligiallgaML 10 AN EASEMENT BENEFITING LOT 4 FOR THE OPERATION. MAINTENANCE AND/OR REPLACEMENT OF A STORM DRAINAGE SYSTEM OVER. UNDER, ALONG. AND UPON A TEN FOOT WIDE STRIP OF LAND IS HEREBY GRANTED AND FURTHER DESCRIBED BY THE FOLLOWING CENTERLINE COMMENCING AT THE NORTHWEST CORNER OF LOT 3. THENCE S8805.42E A DISTANCE OF 102.54 FEET ALONG THE NORTH UNE OF LOT 3 TO THE PONT OF BEGINNING OF THIS CENTERLINE AND EASEMENT. THENCE S025753E A DISTANCE OF 28.84 FEET, THENCE 58811'44T A DISTANCE OF 45.86 FEET TO THE NORTH UNE OF LOT 3 AND THE TERMINUS OF THIS CENTERLINE. THE SIDELINES OF THIS EASEMENT ARE TO BE'PROLONOED OR FORESHORTENEND SO AS TO BE CONTIGUOUS WITH THEMSELVES AND ME BOUNDARY OF LOT 3. • AN EASEMENT BENEFITING LOT 2 FOR THE OPERATION, MAINTENANCE. AND/OR REPLACEMENT OF A STORM DRAINAGE SYSTEM OVER. UNDER. ALONG. AND UPON A TEN FOOT WDE STRIP OF LAND IS HEREBY GRANTED AND FURTHER DESCRIBED BY THE FOLLOWING CENTERLINES COMMENCING AT THE NORTHWEST CORNER OF LOT 1, THENCE S8805'42E A DISTANCE OF 29.40 FEET ALONG THE NORTH UNE OF LOT 1 TO THE POINT OF BEGINNN0 OF MIS CENTERLINE AND EASEMENT. THENCE S28'35'48'W A DISTANCE OF 20.80 FEET TO A POINT HEREINAFTER REFERRED TO AS PONT '',4"„ THENCE FROM SAID POINT A' 52325'54'W A DISTANCE OF 44.22 FEET TO ME HEST LINE OF LOT 1 AND THE TERMINUS OF THIS CENTERLINE. ALSO BEGINNING AT THE AFOREMENTIONED POINT A', THENCE SB94338'W A DISTANCE OF 17.40 FEET TO THE WEST UNE OF LOT 1 ANDTHE TERMINUS OF THIS CENTERLINE. THE SIDELINES OF THIS EASEMENT ARE TO BE PROLONGED OR FORESHORTENEND SO AS TO BE CONTIGUOUS WITH THEMSELVES AND THE BOUNDARY OF LOT 1. 03 A PRIVATE UTILITY EASEMENT BENEFITING LOT 3 FOR THE CONSTRUCTION. MAINTENANCE. AND/OR REPLACEMENT OF UTUTES, OVER. UNDER. ALONG AND UPON THE NEST FIVE FEET OF LOT 2 IS HEREBY GRANTED. © A PRIVATE UTILITY EASEMENT BENEFITING LOT 4 FOR THE CONSTRUCTON, MAINTENANCE AND/OR REPLACEMENT OF UTILITIES OVER, UNDER, ALONG. AND UPON THE NEST FIVE FEET OF LOT 2 AND AND THE WEST FIVE OF LOT 3 IS HEREBY GRANTED. 50 AN EASEMENT BENEFITING LOT 1 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING ALuas OVER THE EAST 60 FEET OF THE SOUTH 60 FEET OF LOT 2. © AN EASEMENT BENEFITING LOT 2 FOR THE PURPOSES OF INCRESS/ECRESS AND PARKING ACCESS OVER THE NEST 175 FEET OF THE SOUTH 25 FEET OF LOT 3. 07 AN EASEMENT BENEFTTTNO LOT 3 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING ACCESS OVER THE WEST 165 FEET OF THE SOUTH 30 FEET OF LOT 4 DB AN EASEMENT BENEFITING LOT 3 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING ACCESS OVER THE NEST 50 FEET OF LOT 2. 09 AN EASEMENT BENEFITING LOT 4 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING ACCESS. OVER THE NEST 50 FEET OF LOT 2 AND OVER THE NEST 50 FEET OF LOT 3. ® AN EASEMENT BENEFITING LOT 4 FOR THE PURPOSES OF INGRESS/EGRESS AND PARKING ACCESS OWR THE NORTHERNMOST 10 FEET OF LOT 3 EXCEPT THE NEST 130 FEET THEREOF. AM) SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT OF SOUTHCENTER CORPORATE SQUARE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 20, TOWNSHIP 23 N, RANGE 4 E THAT THE COURSE AND DISTANCES ARE SHOWN CORRECTLY THEREON; AND MAT I MAW FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING ORDINANCE. SIGNED: REGISTRATION NO.; DATE 1. REFERENCE SURVEY PLATS VOL. 128/27-28,'VOIL 104/8-10 VOL. 31/73-74. VOL. 83/22-23. REFERENCE SURVEYS: 54/212 43/115. 128/26. 2 SHORT PLAT NO. TU SP 91-9 SS RECORDED UNDER RECORDING NO. 9208261879, RECORDS OF KING COUNTY. WASHINGTON. FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED WITH A WILD TOTAL STATION INSTRUMENT. ALL PRIMARY MEASUREMENT EQUIPMENT UTTUZ D HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEOOETIC BASELINE WITHIN THE LAST ONE WAR. BUILDING #1 BUILDING #2 BUILDING #3 BUILDING #4 BUILDING #6 BUILDING #W BUILDING #7 BUILDING #6 BUILDING #9 BUILDING #10 BUILDING 111 BUILDING #12 545 ANDOVER PARK WEST TUKWILA. WASHINGTON 565 ANDOVER PARK NEST TUKWILA, WASHINGTON 575 ANDOVER PARK NEST TUKWLA, WASHINGTON 555 ANDOVER PARK NEST TUKITLA. WASHINGTON 625 ANDOVER PARK NEST TUKIWLA, WASHINGTON 645 ANDOVER PARK NEST TUKWILA. WASHINGTON 655 ANDOVER PARK NEST TUKWILA, WASHINGTON 98188 98168 98186 98168 98188 98188 96198 635 ANDOVER PARK NEST TUKWILA. WASHINGTON 98188 665 ANDOVER PARK NEST T KTILA, WASHINGTON 98188 360 CORPORATE DRIVE NORTH TDCMBA, WASHINGTON 98188 375 CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 96188 370 CORPORATE DRIVE NORTH TUKMfu, WASHINGTON 98188 1. SUB.ECT PARCEL IS ZONE X - OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP 530330032M E, 2 FRONT SETBACKS PER GITY OF E SIDE J) p4rfrv'..t' t, ere .QS SMe.I` 1 5 �^ - FRONT - T SECOND FRONT - 1TU SIDE - /0', REAR 10' ` 1 1 J. PARKING SPACE COUNT _ J J - / STANDARD COMPACT HANDICAP CXGUM\tV2d QEr�d.. Ct�"OV�d1, VS CI�J 764 483 21 4. VERTICAL DATUM: NGVD 1929 19 5. PARCEL CONTAINS 17.45 ACRES TAX PARK IDRLTI 'X.Anc f 262304-9075-00 s� G Ag5or /I IA. a / 3DIP..pLA*S 1�or KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE AND UEN HOLDERS OF ME LAND HEREBY PUTTED, HEREBY DECLARE DEDICATE AND CONVEY TO THE CITY OF TUKWILA FOR THE USE OF THE PUBLIC FOREVER ALL STREETS. WATER. STORM DRANAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS AND RIGHTS -OF -WAY SHOWN THEREON AND THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT IMTH THE USE THEREOF FOR PUBLIC ROADWAY AND UTILITY PURPOSES ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON MIS PLAT N THE ORIGNAL REASONABLE GRADING OF THE STREETS AND ALLEYS SHOWN HEREON. IN WITNESS WHLI,et' WE SET OUR HANDS AND SEALS. LONE NORTHWEST INVESTOR PROPERTIES 1, LLC., BY LOWE/WASHINOTON CORPORATION. A WASHINOTON CORPORATION. ITS MANAGER BY: Sac Awe CRAIG A. NRENCHJI SENIOR VVA PRESIDENT . (NAME - TITLE, AND COMPANY) THIS IS TO CERTIFY ON THIS DAY OF 19 _ BEFORE ME. THE UNDERSIGNED . A NOTARY PUBLIC. PERSONALLY APPEARED BEFORE ME A WASHINGTON CORPORATION, TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN DEDICATION. AND ACKNOWLEDGED TO ME THAT SIGNED AND SEALED THE SAME AS FREE AND VOLUNTARY ACT AND DEED. FOR THE USES AND PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT ME SEAL AFFIXED IS ME CORPORATE SEAL OF SAID CORPORATION.WITNESS MY HAND AND OFFTOAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NAME A Re �V NAME AS COMMISSIONED. SIGNATITLE MY APPOINTMENT EXPIRES �O° c$-REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR RUNG DAY OF CHAIR SHORT SUBGVTSION COMMBTIEE KIERISMORMUMIlL FILED OHRECORO AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 19 AT MINUTES PAST -.M AND RECORDED IN VOLUME RECORDS CICOUNTY, WASHINGTON. DEPUTY DIRECTOR, KING COUNTY ./ DEPARTMENT OF RECORDS AND ELECTIONS OF PUTS, ON PAGE DIRECTOR. KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS INDEX IN NW 1/4 SE 1/4 SEC 26 T23N R4E C 0' C3 Cr) 3 W U) Q. 14.1 3 0 J SURVEYED BY: KRR CHECKED BY: DRAWN BY: APPROVED BY: DATE: 10/8/97 ce a- % U Z En cr Q C. SHEET laof 4 https://recordsearch.kingcounty.gov/LandmarkWeb/search/index?theme=.blue&section=searchCriteria InstrumentNumber&quickSearchSelection=# 2/5 7/3/2018 L Landmark Web Official Records Search 971.1069009 118 496 LEGAL OESdn110N figI AL PAU11 THAT PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID EAST 1/2 WHICH IS NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST ALONG THE NORTH UNE OF SAID SOUTHEAST 1/4, A DISTANCE OF 1,339.34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST f 4: THENCE SOUTH 01 DEGREES 47 MINUTES 29 SECONDS *EST ALONG THE EAST UNE OF SAID EAST 1/S A DISTANCE OF 1,322.34 FEET TO THE SOUTHEAST CORNER THEREOF: THENCE NORTH 87 DECREES 55 MINUTES 02 SECONDS WEST ALONG THE SOUTH UNE OF SAID EAST 7/2. A DISTANCE OF 659.35 FEET TO THE WEST LINE OF THE EAST 659.34 FtL, OF SAID EAST 1/2: THENCE NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST ALONG SAID WEST LINE A DISTANCE OF 1,320.30 FEET TO THE NORTH LINE OF SAID EAST 1/2; THENCE SOUTH 88 DEGREES 05 MINUTES 42 SECONDS EAST ALONG SAID NORTH UNE A DISTANCE OF 859.34 FEET TO THE POINT OF BEGINNING. EXCEPT THE EAST 30 FEET THEREOF FOR ROAD; AND EXCEPT THE SOUTH 30 FEET THEREOF AS DEEDED TO THE CITY OF TUKWILA UNDER RECORDING NO. 9408290327: AND EXCEPT RAILROAD TRACKAGE AS RESERVED BY UNION PACIFIC RAILROAD COMPANY AS DISCLOSED BY DEED RECORDED UNDER RECORDING NO. 7607070502; CURVE DATA CURVE •RADIUS DELTA LENGTH C1 50.00' 9006'49' 78.64' C2 15.00' 54'45'56- 14.34' 03 30.00' 289 31'57: 252.66' C4 15.00' 54'45'56 4.34' C5 50.00' 89'S3'11- 78.44' C6 50.00' 9008'49- 78.64' C7 15.00' 54'45' 6' 14.34' C8 50.00 289 31 5.71 252.66' C9 15.00' 5445''`6 14.34' CIO 50.00' 69'5377' 78.44' Cu1 30.00' 9017'29- 47.28' VICINITY MAP N.T.S. AND EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST, WHICH POINT BEARS NORTH 88 DEGREES 05 MINUTES 42 SECONDS NEST 1,369.34 FEET ALONG THE NORTHERLY UNE OF SAID SOUTHEAST 1/4 AND SOUTH 01 DEGREES 47 MINUTES 29 SECONDS NEST 451.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK NEST: THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS. AN ARC LENGTH OF 78.64 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 501.4E FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL. UNE NORTH 88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL UNE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC DISTANCE OF 74.34 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289 DEGREES 31 MINUTES 52 SECONDS AN ARC DISTANCE OF 252.66 FEET TO A POINT OF REVERSE CURVATURE. THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC LENGTH OF 14.34 FEET TO A UNE THAT IS PARALLEL TO AND 546.40 FEET SOUTHERLY. OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4: THENCE ALONG SAID PARALLEL UNE SOUTH BB OUr¢e. 05 MINUTES 42 SECONDS EAST 327.03 FEET; THENCE LEAVING SAID PARALLEL UNE, TANGENT 70 THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT. HAVING A RADIUS OF 30.00 FEET AND A CENTRAL ANGLE OF 89 DEGREES 53 MINUTES /1 SECONDS AN ARC LENGTH OF 78.44 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK REST; THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGINNING AND EXCEPT THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK NEST MH/CH POINT BEARS NORTH 88 DEGREES 05 MINUTES 42 SECONDS NEST 1.369.34 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST 1/4. AND SOUTH 01 DEGREES 47 MINUTES 29 SECONDS WEST 973.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK REST THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN. TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES 06 MINUTES 49 SECONDS AN ARC LENGTH OF 78.64 FEET TO A POINT ON A UNE THAT IS PARALLEL TO AND 1,023.40 FEET SOUTHERLY OF THE LINE OF SAID THENCE ALONGYPARALLEL SAID SOUTHEAST NORTHI/88 DEGREES 05 MINUTES 42 SECONDS WEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 13.00 FEET AND A CENTRAL ANGLE OF .54 DEGREES 45 MINUTES 56 SECONDS AN ARC DISTANCE OF 14.34 FEET 70 A POINT OF REVERS: CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 0 F 50.00 FEET AND A CENTRAL ANGLE OF 289 DEGREES 31 MINUTES 32 SECONDS AN ARC DISTANCE OF 252.68 FEET TO A POINT OF REVERSE CURVATURE: THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54 DEGREES 45 MINUTES 56 SECONDS AN ARC LENGTH OF 14.34 FEET TO A UNE THAT IS PARALLEL TO AND 1,008.40 FEET SOUTHERLY OF THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL. LINE SOUTH BB DEGREES 05 MINUTES 42 SECONDS EAST 327.05 FEET: THENCE LEAVING SAID PARALLEL UNE, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A .RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 89 DEGREES 53 MINUTES 11 SECONDS AN ARC LENGTH OF 78.44 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK WEST: THENCE ALONG SAID WESTERLY MARGIN NORTH 01 DEGREES 47 MINUTES 29 SECONDS EAST 145.00 FEET TO THE POINT OF BEGINNING, SITUATED IN 114E CITY OF TUKTELA. COUNTY OF KING. STATE OF WASHINGTON. SHEET LAYOUT RESERVATIONS AND EXCEPTIONS (11tAI0UTIOI 1111r I64RMK= DOWNY 111AIRWRON GUARANTEC ORDER NM MOM; DATED AUGUST II. 1007) EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RAILROAD LEAD LINES AND SPURS. ROAD AND UNDERGROUND STORM AND SANITARY SEWERS AREA. SOUTH 30 FEET 5973722 AREA AFFECTED: RECORDING NO.: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE. AREA AFFECTED: RECORDING NO.: RAILROAD TRACKAGE AND APPURTENANCES AS LOCATED ON SAID PROPERTY 7607070502 COVERS EXISTING TRACKS EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE UNDERGROUND ELECTRIC UTILITY SYSTEM AREA AFFECTED: NORTH 12-13 FEET RECORDING NO.: 7610290608 EASEMENT AND THE TERMS AHD CONDITIONS THEREOF. PURPOSE: RAILROAD AS DESCRIBED THEREIN 7703070907 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: AREA AFFECTED: RECORDING NO.: PURPOSE AREA AFFECTED: RECORDING NO.: EASEMENT AND THE PURPOSE AREA AFFECTED: RECORDING NO.: EASEMENT AND THE PURPOSE AREA AFFECTED: RECORDING NO.: UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM 7 FEET IN WIDTH AS PRESENTLY STAKED OR AS MAY BE CONSTRUCTED. EXTENDED OR RELOCATED IN THE FUTURE 7801130816 COVERS ENTIRE PARCEL TERMS AND CONDITIONS THEREOF: PUBLIC UTILITY AND LANDSCAPING 15 FEET IN MIRTH RUNNING PARALLEL MTH THE MARGINS OF CORPORATE DRIVE NORTH. CORPORATE DRIVE SOUTH. AND ANDOVER PARK NEST PAGES 24 THROUGH 28 IN BOOK 128 OF PLATS RECORDS OF KING COUNTY. WASHI NGTON 8409080754 7710070582, ETAL TERMS AND CONDITIONS THEREOF. UNDERGROUND NATURAL GAS DISTRIBUTION UNE(S) 5 FEET OTHER SIDE OF THE CENTER UNE OF THE GAS DISTRIBUTION LINS AS CONSTRUCTED OR NATURAL BE CONSTRUCTED 9707180463 COVERS ENTIRE LOT 4 INDEX IN NW 1/4 SE 1/4 SEC 26 T23N R4E h 3 ce W cL O SURVEYED BY: KRR CHECKED BY: DRAWN BY: TSB APPROVED BY: DATE: 10/08/97 s a Gd a C, U Z a cc) Z K 8 Q 0 SHEET 2 of 4 https://recordsearch. ki ngcounty.gov/La ndma rkWeb/sea rch/index?the me=.blue&section=searchCriteria I nstru mentN umber&q u ickSea rchSelection=# pL1r-od,2U 3/5 7/3/2018 Landmark Web Official Records Search OZ00 31V. SEE SHEET 4 971 14)69009 :: III • �� \ - 9 H12/ON 3 Ida 3 . VdlOd2dO0 • so .2 Zs 3 e*, sO. sgs c°r V- -\— — — O 1 ,00'09t, 3„Z*,S0.88S 1 1 U —1 ,9L'9Z>< M„Zr,SOL88N Z I . t t i �— — — — '� / ,00'OS L 3„Zb,S0.88S 3i ( / i Ir. L CN IV- , *I" ••££'[ 3„Zb,S0.88S 1 1 R SEE SHEET 4 Lai 3„ZbS0.88S SURVEYED BY: KRR CHECKED BY: DRAWN BY: 2931E APPROVED BY: DATE: 10/08/97 a 0 C-, CZ SHEET 3 o f 4, https://recordsearch. kingcounty.gov/LandmarkWeb/search/index?theme=.blue&section=searchCriterialnstrumentNumber&quickSearchSelection=# 7/3/2018 Landmark Web Official Records Search 4711069009 1.18 SEE SHEET 3 I ,00'0f I00'O£ • ,Ibg'16£Z 3 t4SQ88S • 0 M ICA1ED FOR PUBLIC R.O.W. V Zt'S£Z, ,Z£-s£Z F- 0 CO 0) LC) CO H1nos 3nlrr0. 3L tedOd4Of Z£ ,OZ'66S ,00.094 10' WIDE STORM DRAIN EASEMENT , 9L_9Z£ 3„ Z4, 50.885 Ai. Z4,GO. G&W tS'Z6 I HL dON 3A1210 31VaIC ddoo , so 2 Zs ,00'094 ,9L'9Z£ 3 ZO,SS.LBS— M„ZO,Sg.LBN • Od VA37n08 d31)ININ 3 Z6, 50.88E G" M„Z*$O.99N 3„Z4,S0.88S 0 r .10 Co to N ,ZL.17G 3.£1,. L99S WIDE STORM DRAIN EASEMENT .00'os T -Zir.sO.aec i 3„ZO,SS.LBS pi 9 r Non 1 Ico Q c INDEX IN NW 1/4 SE 1/4 SEC 26 49D Ile igf j • U V) suRVEYED BY: KRR CHECKED' BY: DRAWN BY: TSB APPROVED BY: DATE: 10/08/97 ce a U 0 iii ab a SHEET 4 of 4 https://recordsearch. ki ngcounty.gov/La nd markWeb/search/i ndex?theme=.blue&section=searchCrite ria I nstru mentN u m ber&q u ickSea rch Selection=# 4(F•-o02C) 5/5 Tru by Hilton - Tukwila Technical Information Report Tukwila Permit number: Prepared For: SeaTac Hotel Group LLC Attn: Baldev Dhugge 4813 Saint Charles Drive Redding, CA 96002 Prepared By: Pacific Engineering Design, LLC 15445 53rd Avenue South, Suite 100 Seattle, WA 98188 Phone: (206) 431-7970 Fax: (206) 388-1648 Website: www.paceng.com 6//nz`2o,g RECEIVED JUL 0 2 2018 Community mnt Develop July 2, 2018 PED Job No. 17053 1 TABLE OF CONTENTS Section 1 — Section 2 — Section 3 — Section 4 — PART A PART B PART C PART D PART E Section 5 — Section 6 — Section 7 — Section 8 — Section 9 — Section 10 — Operation and Maintenance Manual Project Overview 3 Conditions and Requirements Summary 4 Offsite Analysis 6 Flow Control and Water Quality Facility Analysis and Design 8 — Existing Site Hydrology 8 — Developed Site Hydrology 9 — Performance Standards 10 — Flow Control System 11 — Water Quality System 12 Conveyance System Analysis and Design 15 Special Reports and Studies 16 Other Permits 18 CSWPPP Analysis and Design 19 Facility Summaries, and Declaration of Covenant 20 21 2 Section 1— Project Overview The project site (Parcel 262304-9075; 575 Andover Park W, Tukwila) is located on the western side of Andover Park W from Corporate Drive South to Minkler Boulevard. The parcel is presently developed as a parking lot. A hotel and associated parking lot is proposed for the site. The site is located in a portion of the NW 1/4 of the SE 1/4 of Section 26, Township 23 North, Range 4 East, Willamette Meridian. Zoning of the site is TUC-P Tukwila Urban Center — Pond. The abutting parcels are commercial properties including furniture stores and another hotel. There is a church across the street. The property has approximately 235' of frontage along the northern side of Minkler Boulevard, approximately 220' of frontage along the western side of Andover Park West, and approximately 235' of frontage along the southern side of Corporate Drive South. The site is essentially flat with the highest point in the southwest corner of the site. The maximum topographic relief across the site is less than 2 feet. Under existing condition, the site drains to catch basins on the site and around the perimeter of the site. The site is almost entirely paved. The project is not located on any geologic hazards areas. Onsite soil is Vashon Glacial Till according to the Geotechnical Report prepared by Cobalt Geosciences. The site is located in the P17 Basin, and this project meets the criteria for Full Drainage Review. atui P Southeast CBD Basin `MIA r Map Source: Excerpt from City of Tukwila Map 4 — Topography and Hydrology 12/06 3 Section 2 — Conditions and Requirements Summary This project meets the criteria for Full Drainage Review: Core Requirement #1: Discharge at the Natural Location. Onsite runoff sheet flows to catch basins that are routed to the 'storm drain in Andover Park West. The same 'drainage pattern will remain under developed conditions. Core Requirement #2: Offsite Analysis. Minimal offsite flows enter the site. Flows from this site will be conveyed to the storm drainage system at the corner of Minkler Boulevard and Andover Park West. This storm system flows southeast across Andover Park West and into an open drainage channel on the south side of Minkler Boulevard. This system continues in similar fashion eastward for at least 0.3 miles. There are no known drainage problems within 0.25 miles downstream of the site. See attached Offsite Drainage Map. Core Requirement #3: Flow Control. As discussed in the pre -application meeting this site is exempt from flow control. Core Requirement #4: Conveyance System. Short sections of 6" to 12" storm sewers will be used to convey rooftop and parking lot runoff to the existing storm sewer system in the street. The conveyance system is designed to have the capacity to handle the 100- year 24-hour peak flow. Calculations are included in Section 5. Core Requirement #5: Erosion and Sediment Control. This site is subject to Core Requirement #5. Full Erosion and Sediment Control and Construction Stormwater Pollution Prevention and Spill Control measures will be detailed in the final Technical Information Report and will be implemented with construction of this project. Core requirement #6: Maintenance and Operation. See Appendix for standard maintenance practices for all on -site stormwater structures. Core Requirement #7: Financial Guarantees and Liability. Financial Guarantees and Liability will be provided by the owner/ developer. Core Requirement #8: Water Quality New plus replaced pollution generating impervious area is approximately 0.79 acres. Basic Water quality treatment will be provided prior to discharging to the stormwater collection system in Minkler Boulevard. Core Requirement #9: Flow Control BMPs. This site is exempt from Flow Control BMP requirements as discussed at the pre -application meeting. Special Requirement #1: Area- Specific Requirements. Project complies with lot coverage and other standards per Tukwila Municipal Code. 4 vrn Special Requirement #2: Flood Hazard. Area Delineation. There is not a flood hazard area on or near the site. This requirement does not apply to this project. Special Requirement #3: Flood Protection Facilities. This requirement does not apply to this site. Special Requirement #4: Source Control. Indoor sinks for mat & rack washing and for mop and wastewater disposal will be required in the hotel kitchen. Special Requirement #5: Oil Control. This site is not a high -used site. This requirement does not apply. 5 Section 3 — Offsite Analysis Stormwater that is collected by catch basins on -site flows to the storm drainage system at the corner of Minkler Boulevard and Andover Park West. This storm system flows southeast across Andover Park West and into an open drainage channel on the south side of Minkler Boulevard with large culverts (4-6 feet in diameter) for roadway crossings. This system continues in similar fashion eastward for at least 0.3 miles. Representatives from Pacific Engineering Design LLC visited the site on March 23, 2018 and visually inspected this portion of the drainage system. Photographs are included on the next page. Portion in underground conveyance Portion In open channel conveyance Portion In large culvert Not to Scale Downstream map. Details of conveyance system across Andover Park W from City of Tukwila map. 6 Downstream photographs taken March 23, 2018. 7 Section 4 — Flow Control and Water Quality Facility Analysis and Design PART A — Existing Site Hydrology Under existing conditions flows from the site are collected by a catch basin in the middle of the site and routed to the stormwater conveyance system in the intersection of Minkler Boulevard and Andover Park West. This system flows east to an open channel on the south side of Minkler Boulevard. Existing site conditions: Total site area = 62,597 sf = 1.44 acres Total impervious area = 51,220 sf = 1.18 acres (82% of the site) Total pervious area = 11,377 sf = 0.26 acres 8 PART B — Developed Site Hydrology Developed conditions will largely remain the same. Total impervious area will be approximately 1.15 acres, total impervious area coverage will be approximately 80%. 3 catch basins are proposed in the reconfigured parking lot area. Roof runoff will be routed directly to the conveyance system that runs along the north side of Minkler Boulevard. On -site flows in the parking lot area will be routed to the biofiltration swales in a landscape island and then to a Stormfilter manhole for Basic water quality treatment prior to leaving the site and entering the Tukwila municipal drainage system in the intersection of Andover Park West and Minkler Boulevard. Impervious area calculation: Building footprint = 0.223 acres Concrete walkways = 0.133 acres Parking and driveways = 0.793 acres (Pollution generating impervious area) Total impervious area = 1.15 acres Developed condition: Total site area = 1.44 acres Total impervious area = 1.15 acres Total pervious area = 0.29 acres (lawn, landscaping) See Part D of this Section for LID BMPs evaluation and sizing. 9 PART C — Performance Standards Full Drainage Review Requirements apply to this project. According to the pre -application meeting this project is exempt from flow control requirements. Basic Water Quality treatment requirements apply to this project. Conveyance system is designed to convey the 100-year flow. See Section 5 of this report. 10 PART D — Flow Control System According to the pre -application meeting this project is exempt from flow control requirements. Flow control BMP and LID evaluation and sizing: Full dispersion is not feasible due to no forest area available in this site. • Full infiltration is not feasible because onsite soil is till soil per geotechnical report. Limited infiltration, pervious pavement and other infiltration related are not feasible due to onsite soil is till soil. Sallow Bioretention swale/cell is feasible for this project for treating part of the runoff from the parking lot area. Total 90' long x 3' bottom width bioretention swale/cell is used. Average water depth is 0.5', total bioretention swale/cell volume = 90 * (3 + 7.5)/2 * 0.75 = 236.25 cf. The site is located in UGA rainfall region Seatac 1.0 or less, 0.6" of equivalent storage depth is required. Treatment capacity of the proposed bioretention swale/cell is (236.25/0.6) * 12 = 4,725 sf. Impervious area treated by Bioretention can be credited as 90% impervious, 10% grass. After applying the flow control credit, the 4,725 sf of impervious treated by bioretention can be counted as 4,253 sf of impervious area and 472 sf of grass. Two type 1 catch basins are provided for runoff to overflow from the bioretention swale/cell to the Stormfiter manhole. After applying flow control BMP credits, developed condition: Total site area = 1.44 acres Total impervious area = 1.14 acres Total pervious area = 0.3 acres (lawn, landscaping) 11 PART E — Water Quality System A Stormfilter system will be installed on -site to treat all parking lot runoff prior to entering the City of Tukwila drainage system. The preliminary system will consist of 8 Stormfilter cartridges in a 96" diameter manhole. After applying flow control BMP credits, developed condition: Total site area = 1.44 acres Total impervious area = 1.14 acres Total pervious area = 0.3 acres (lawn, landscaping) IF' ing2012 Site Information Site Name Address City G age Precip Factor Tru by Hilton Andover Park IN Tukwila Seatac 1.000 ❑ Use WS-DOT data 12 t _ r w;t"'t.K '•F 0! V.Yc.afrrT'-VRc Scnematrc II "SCENARIOS {MI ❑ Predeveloped ❑� Mitigated Run Scenario Basic Elements OEM DI Pro Elements aE; ViT LID Toolbox Commercial Toolbox -Move Elements— .aI [5-Basin 1 Mitigated Subbasin Name: Surface Flows To : I Area in Basin Available Pervious Acres PerviousTotal Impervious Total Basin Total 10.782 •I 10.782 , - I Acres Acres Acres ■I r Designate as Bypass for POC: Intedlow Groundwater I- 1 I�1 rJ Show Onty Selected Available Impervious Acres ri PARKING/FIAT _1 I :782 MEM 13 rgg Analysis Run Analysis Water Quality Ori Line'BMP-:, 24 hour Volume (ac-ft) Standard Flow Rate (cfs) 0.0961 0,1270, Off -Line BMP, Standard Flow Rate (cfs) 0.0717 J Hydrograph f Wetland Input Volumes J LID Report Recharge Duration J Recharge Predeveloped I Recharge Mitigated j Analyze datasets Compact WDM Stream Protection Duration I LID Duration J Flow Frequency Water Quality 1 PUYALLUP,DAILY EVAP,WJJENSEN-HAIS 2 eat c 15 minute .501 PO 1. Pitdevelo.edFl6w' 301 POC 1 Mitigated flow! All Datasets I Flow Stage Precip Evap POC 1 Flood Frequency Method + Log Pearson Type III 173 ✓ Weibull C' Cunnane' r Gringorten The water quality flow rate is 0.127 cfs. An effective cartridge height of 18" is assumed. Nflow = Qtreat (449 gpm/cfs / Qcart gpm/cart) Nflow = 0.127 cfs (449 gpm/cfs / 7.5 gpm/cart) Nflow = 7.6 cartridges, use 8 ZPG cartridges 14 REVISIONS: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. • TRU BY HILTON (PROJECT NO. 17053) CONNECT TO EX. SIDEWALK EG 24.98 EG - 25.48 FG 25.36 CA rC:i BASH 'TA�•.RD GRATE TYPE 6 RN. 74 it ti -- - __ 16' CCY,C S 18.70 1E PORTION OF EX. SIDEWALK TO BE REMOVED 12' STORM .:.nm Unn,f.A.0 RIM 24.28 .28\ 18' CONC N 17.84 IE , 18' CONC W 18.04 IE LADDER SOUTHEAST CORPORATE DRIVE SOUTH EG ATC'I BASIN 24.86 23.76 E6 l \�J'.+I :R0 GP/ T - 8' /FG -/ /�� 25.46 DUMPSTER LOCATION / \ / 26 Q r/ FG t('�y CATCH BASIN-- k.,,,-� /; `) 25.75 `� 1)\ STANOAPD GRATE TYPE .. kM 28,;6 ``'' • / f "C, OF CCNTRCI JTRuCTURE 22 73 I� - .,,,aTOP OF ELF10W 21 0'' I / LACOFR ^ , .,, I 725.a 7 1j. I INSTALL FLOOR DRAIN W/ r /I / I I P-TRAP. SLOPE FLOOR / / AREA SO ANY DRAINAGE IN I / I� 28.Q 1 DUMPSTER ENCLOSURE GOES TO FLOOR DRAIN (SS) 10' STORM DRAINAGE EASEMENT M / PER SHORT PLAT, FILED UNDER .I RECORDING NO.199711069009 IT, AU_ EX. ON SITE CURBS AND ASPHALT PAVING TO BE REMOVED 2' PARKING OVERHANG (TYP) f 60' X 60' INGRESS / EGRESS AND PARKING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO.199711069009 21LF ROCKERY (TYP) 7".A SA/.,, TARP yr Af•P MANHOLE --, R:M 25.16 18' STLE' E 8-15 IE '9' STCFL W 8 48 :E ''‘I - LADDER N-PT11WEST W w CONNECT TO EX. SIDEWALK 5 FG 24.89 / "A'CH :a14NDAhJ Gr.A IL RIM 24. r3 '2" .TONL 1 2". ]7 'E 22" CCP.0 5 20. 47 '.E CA TCr :1ASN S1AY:;ARO r`R"'1: P.M .". 4 :L.NC N 2..1.8' EXTEND NEW 12' 0.1. WA TO MAIN IN ANDOVER PARK W. , 1I 6 1/ C.O. n 14. C') n C7 n nI 0 0 n CB /4 I- SIDEWALK 24.0 CURB CUT (Tr.) REMOVE EX. CATCH BASIN 0 1 24.04 FG -5' PLANTER 24.54 FG IFLOW DIRECTION a `ARROW (TYP) _ . - 76.Q ) - 96"^A�STOMANH OIE -E0•--_cn- 15' Pusuc unuTr'AND -LANDSCAPING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO. 199711069009 - I 7 26.0 24.84 •8' DD..I.P.•WA FIRE HYDRANT IRRIGATION METER WATER METER 4" OR 6' SPRINKLER UNE 24.5 24.0 CB #1 M=23.8 EG 24.75 Z 25.14 EC • -24.64- - - 9S- 6' NEW SIDEWALK- • . • TER- 1�� r 0 ISM] HMI 1FG 0 0 0 24.3 25.6 HF 24.8 24.8 / 6" PERF. PVC REMOVE IX. J a STORM���25.3FG 24.8 IIFST/MAIN ' ENTRANCE FG 23.8 12' STORM BIORETENTION SWALE CON T T5 L7i- WATER MAIN 24.57 r5\ I I \ \ OPEN SPACE 13 EG 24.63 �1�- GENERATOR FG 24.8 V LOCATION OF FIRE FG11 SPRINKLER ROOM IN 251 NORTHWEST CORNER OF BUILDING FG 25.3 PROPOSED HOTEL! (5-STORY) FF-2:6.0 44,4061BF FG FAST 25.9 1 t FG ENTRANCE 25.9 C��117GH BASIN 2 1,U1 ARD GRATE / RIM 24.3;' 1 FG 12" lk NW 2248 IE 25.9 T 12"C.2^ SE 22.46 IT 1 FG ' 1 FG Q 23.5 FG 25.5 REMOVE EX. ATCH BASIN �SS CLEANOUT as\ f \vs. I `5CaE on+�n bI.s -� / 25.9 \ 40 25.3 .! 25.0 4.4 _7, � EG N .. u _ 25 2 - ' -8 r-.25FG2,�: � 24F.G9 O-/ 224 5 FG 25.01 EG a EG FG V � _ _ EG 24 72 FG / 24.54 24.43 / \ FG 24.51 `5" 24.22i -S' AEG- '}�-FG-24.33- MINKLER BLVD / 24.04 23.93 PORTION OF EX. RETAINING WALL TO BE REMOVED -INSTALL DRIVEWAY APRON PER C.O.T. STANDARDS CONNECT TO EX. SS MAIN CONNECT TO IX. CATCH BASIN -REMOVE EX. SIDEWALK ALONG MINKLER BLVD CATCH 8A::1N STANDARD GRATE RIM 23.99 t2" Pv4' N 19.91) IE 12' CONC 5 19.80 IE • CATCH 19A91+ $T.A'DARQ GRATE RIM 24.41 '2" CONC 20.251E 8' CONC 'N 20.35 fE NEW 12' D.I. WA SAN1TARY SEWER MANHOLE RIM.25 18' ST;EL5.8.12 IE TEr STEEL 'E7 50 E 18' STEEL w 7.57 :E EG 23.83 9' CLEAR I 24.28 7.0% RAMP N FG - 24.7 25.7 -RT 8' NEW SIDEWALK 5AN1Ta4Y SEWER MANHOLE R:I4 24.49 18 STEEL N '4 49 E '8' STEEL S 14 40 E 10' STEEL E 15.71 :E '0' STEEL W 15.42 IE LADDER EA:,' HANDICAP RAMPS TO CITY STANDARDS REMOVE EX. SIDEWALK ALONG ANDOVER PARK W. 1 11 II 11� W GENERAL NOTES (PARCEL NO. 2623049075) I I 20 0 10 20 4o ORAPI'UC SCALE SCALE T-20' SHEET INDEX P01 - PRELIMINARY CIVIL SITE PLAN Q PROJECT WILL REQUIRE WA DOE NOTICE OF INTENT (N01) - CONSTRUCTION STORM • WATER PERMIT. 1 CC SEE CONCEPTUAL LANDSCAPE PLAN FOR NEW LANDSCAPING ALONG CORPORATE DRIVE S., ANDOVER PARK W., AND MINKLER BLVD. I RELOCATE UNDERGROUND UTIURES TO RUN UNDER SIDEWALK (POWER/PHONE/GAS) O AND GIN ALONG STREET ER BPPLANTERS AS NECESSARY. (CORPORATE DRIVE S., ANDOVER PARK W., CI Z STRUCTURAL SOIL PLANTING IS REQUIRED FOR ALL TREES. SEE LANDSCAPE PLAN FOR DETAILS. ,AN. 1 ARV .! WER LLAN....OLE i RM 23.5.1 J '8" 5'EEL • ' 4.73 1E T PLANTER1 / 18 :,"EEL S 14.54 ABANO"NEO r1PT SE ..ADCSR '..AJTHEAST • FG 1 / • CONNECT TO / 25.8 / EX. SSMH FG 25.8 , N 6- PVC S -5AN'T.,RY 52WER ORAOJAGE MAN.-OLE RIM 24.60 18' STEEL N '5.85 1E 18' 'TEE. SW 16 60 E _ADDER EAST -5,*,w TA1Y SEWER 'ANHC.7 16M 23.22 IA" 5TEE1 N 14.76 IE 1:1- 541'_X5 5 '5.02 iE SANTA I7 E'4ER MANIC 4 •�- RIM 24.5C STEE N 15.8J E '8' IEEL 5 16-81 :E 1 ACT -EH SOUTNWES7 -HANDICAP RAMPS TO CITY STANDARDS (EXISTING HANDICAP (�� . \ 7RAMP AT THIS LOCATION) ` `*. 1 __ JJ �.` �� 23.08 `\ '10'. CLEAR `.I �.£ STORMRIM24.64 DRAIN MANHOLE ,. 6' CONC E 14 21 IE ILADDER SOUTHEAST l-CONNECT 70 EX. WATER MAIN REMOVE .5T IX.' STORM •ROOF DOWNSPOUT CONNECTION CATCH BASS STANDARD GRACE RIM 23.83 (COULD NOT OPEN) CATCH RAIN STANDARD GRATE RIM 24.15 12' CONC N 21 :1 ,E SANITARY SEWER MANHOLE RCA 24.05 18' STEEL SE F.25 E 18" STEEL W 7 45 E CATCH BASN STANDARD CRATE 954 22 62 36" N 18. 82 IE 36' 515.82 iE 16' CI-P E 19.30 IE 8' CONC 'NW 21.41 IE �- Sr0'h4 ORaNAGE MPNHCLE R:M 12.9`1 IC'^...ULD "NIT UPEN) WATER NOTES A OCVA IS REQUIRED FOR THE FIRE SERVICE AND SHALL BE PLACED OUTSIDE IN A FIRE VAULT OR INSIDE THE BUILDING. A RPPA BAO<FLOW SHALL BE PLACED OUTSIDE THE BUILDING NODE A HOT BOX/ROCK OR EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED INTO A MIN. 4' THICK CONCRETE PAD IS REQUIRED FOR THE DOMESTIC WATER SERVICE. evU ��A,I ►.4 • •1"1 CkE a 0 00 a) wA TRU BY HILTON PROJECT NO.: 17053 DRAWN BY: AJL ISSUE DATE: 9-29-2018 SHEET REV.: PRE3J NARY CIVIL SITE PLAN 17053C 01.OWG P01 SHEET 01 OF 01 Section 5 - Conveyance System Analysis and Design Onsite storm pipes have been sized in accordance with peak flows. The system is designed to convey the 25-year peak flows and checked for flooding conditions at the 100-year event. The rational method has been used to calculate the 25 and 100 year-24 hour runoff peaks. Separated conveyance pipe systems are used for runoffs from the building roof and from the parking lot area. Roof drains are connected the existing catch basin at the north side of Minkler Boulevard conveyance system with 8" PVC storm pipes with 1% minimum slopes. Parking lot runoff drains to the two bioretention swales/cells linked with a 6" perforated PVC pipe as footing drain for the bioretention swales/cells and two catch basins for overflow. 12" storm pipes with 1% minimum slopes are used to convey runoff from the southern bioretention swale/cell to the StormFilter manhole and then to the existing catch basin at the north side of Minkler boulevard. Pipe Calculations Precipitation P25y = 3.2 inches, P100y = 3.70 inches Time of concentration = 6.3 minutes iR = aR * Tc * * (-bR) aR = 2.66 for 25 year - 24 hour storm aR = 2.61 for 100 year - 24 hour storm bR = 0.65 for 25 year - 24 hour storm bR = 0.63 for 100 year - 24 hour storm iR = 2.66*6.3**(-0.65) = 0.804 for 25 year - 24 hour storm iR = 2.61 * 6.3 * * (-0.63) = 0.819 for 100 year - 24 hour storm IR = iR * PR = 2.573 inches for 25 year - 24 hour storm = 3.030 for 100 year - 24 hour storm Q=C Impervious area (acres) C = 0.90 Pervious area (acres) C = 0.25 Q25y . (cfs) Q100y (cfs) Roof 0.25 0.00 0.579 0.682 CB #3 0.49 0.00 1.13 1.34 CB #2 0.20 0.00 0.463 0.545 CB #1 0.08 0.00 0.185 0.218 Full pipe capacity using Manning's equation: Upstream Downstream Pipe size Pipe slope % Manning's n Full pipe capacity (cfs) Q25y (cfs) Q100y (cfs) Roof CB #TBD 8 1.0 0.012 1.31 0.579 0.682 CB #3 CB #2 12 1.0 0.012 3.86 1.13 1.34 CB #2 CB #1 12 1.0 0.012 3.86 1.59 1.89 CB #1 Tukwila 12 1.0 0.012 3.86 1.78 2.10 15 All the pipes have the capacity to convey the 100 year peak flows to the offsite storm drainage system. 16 Section 6 — Special Reports and Studies Geotechnical Investigation — Proposed Five -Story Hotel, Andover Park W. & Minkler Boulevard, Tukwila, WA by Cobalt. Geosciences dated January 6, 2018. Topographic Survey by Centre Pointe Consultants, Inc., P.S., dated October 25, 2017. 17 Section 7 — Other Permits Other permits required include water connection permit, side sewer connection permit, Washington State DoE NOI, Tukwila building permit, and smoke control permit. 18 Section 8 — CSWPPP Analysis and Design A full ESC Plan and SWPPS Plan will be prepared with the Final Technical Information Report when site design is finalized. It is anticipated that recommended BMPs will include, but not be limited to: • Clearing limits will be marked by high visibility fencing, tape or other means on the ground. • A rocked construction entrance will be placed at the entrance of the site. • Runoff will not be allowed to concentrate, and no water will be allowed to point discharge onto the slopes. • Silt fencing will be placed along slope contours at the downslope limit of clearing. • Mulch will be spread over all cleared areas of the site when they are not being worked. Mulch will consist of air-dried straw and chipped site vegetation. • Plastic covers may be used to protect stockpiles. 19 Section 9 — Facility Summaries, and Declaration of Covenant To be included with Final Technical Information Report. 20 Section 10 — Operation and Maintenance Manual Final Technical Information Report will include Operation and Maintenance Manual for Water Quality BMPs. 21 r', POWER SYSTEMS "Your Complete Generator Solution" cOUS CONFORM to IR RAN0410 0010 Cw tcnc nh,m.Iao TD125 EPA Certified / Stationary Emergency OUTPUT POWER; OPTIONS RISE RATING RISE RATING sKV;A. Make Voltage Alternator Phase Hertz kW/kVA Amps kW/kVA Amps 30% Voltage Dip Marathon 277/480 363CSL1607 3 60 125/156 188 110/138 166 473 120/208 363CSL1607 3 60 125/156 434 110/138 382 355 120/240 363CSL1607 3 60 125/156 376 110/138 331 355 ' 120/240 363CSL1607 1 60 97/97 404 90/90 375 157 120/240 431PSL6222 1 60 115/115 479 110/110 458 120 Stamford 277/480 UCI274E311 3 60 125/156 188 112/140 169 580 120/208 UCI274E311 3 60 125/156 434 112/140 389 450 120/240 UC1274E311 3 60 125/156 376 112/140 337 450 120/240 UC1274E311 1 60 96/96 400 84/84 350 304 120/240 UCI274F06 1 60 125/125 521 110/110 458 418 Stamford 277/480 UCI274F311 3 60 135/169 203 120/150 181 670 120/208 UCI274F311 3 60 135/169 469 120/150 417 508 120/240 UCI274F311 3 60 135/169 406 120/150 361 508 120/240 UCI274F311 1 60 109/109 454 98/98 408 345 947 Industrial Park Drive • Clinton, MS 39056 • Phone (601) 922-4444 • Fax (601) 922-0800 • www.taylorpower.com application and engineering data 71noz OWER SYSTEMS Engine Data Manufacturer Perkins Model 1106D-E7OTAG2 Aspiration Turbocharged Charge Air Cooling System Air -to -Air EPA Tier 3 Arrangement Inline, 4-Cycle Firing Order 1-5-3-6-2-4 Displacement: L (in.3) 7.01 (427.78) Bore: mm (in.) 105.00 (4.13) Stroke: mm (in.) 135.00 (5.32) Compression Ratio 16.8:1 BMEP: psi (kPa) 235.86 (1626.20) Net Horsepower 215.74 Rated RPM 1800 Governor Isochronous Speed Regulation ±0.18% Engine Liquid Capacity Oil System: qt. (L) 18.49 (17.50) Cooling System Capacity: gal (L) 5.55 (21.00) Engine Electrical Electric Volts: DC 12 Cold Cracking Amps 925 Battery(s) Required 1 Fuel System Fuel Injection Type Electronic CRIN2 Fuel Pump Rate: gal/hr (L/hr) 104.61 (396.00) Pump Maximum Suction Head: in. H2O (kPa) -68.23 (-17.00) Pump Maximum Pressure Head: in. H2O (kPa) 40.13 (10.00) Max Fuel Inlet Temp.: °F (°C) 167.00 (75.00) Recommended Fuel Low Sulfur Diesel Air Requirements Air Filter(s) Type Dry Combustion Air Flow: CFM (m3/min) 508.53 (14.40) Cooling Fan Air Flow: CFM (m3/min) 9963.1 (282.1) Maximum Air Intake Restriction Clean: in. H2O (kPa) 16.05 (4.00) Dirty: in. H2O (kPa) 32.11 (8.00) Exhaust System Gas Temperature: °F (°C) 842.0 (450.0) Gas Flow: CFM (m3/min) 1056.0 (29.9) Max Exhaust Back Pressure: in. H2O (kPa) 60.20 (15.00) Exhaust Outlet Size: in. (mm) 4.56 (115.90) Sound Level Open Unit Without Exhaust: dBA 3.2 ft (1M) 98.7 Filters and Quantity Air Cleaner Quantity 1 Oil Filter(s) Quantity 1 Fuel Filter(s) Quantity 2 Fuel Consumption - 125°C At 100% of Power Rating: gal/hr (Uhr) 10.49 (39.70) At 75% of Power Rating: gal/hr (Uhr) 8.48 (32.10) At 50% of Power Rating: gal/hr (Uhr) 5.87 (22.20) At 25% of Power Rating: gal/hr (Uhr) 3.22 (12.20) Fuel Consumption - 105°C At 100% of Power Rating: gal/hr (Uhr) N/A At 75% of Power Rating: gal/hr (Uhr) N/A At 50% of Power Rating: gal/hr (Uhr) N/A At 25% of Power Rating: gal/hr (Uhr) N/A Cooling System Rejection to Charge Cooler: kW (BTUM) 32.5 (1848.2) Rejection to Coolant & Oil: kW (BTUM) 74.9 (4259.5) Coolant Flow: gal/min (Umin) 44.9 (170.0) GENERAL GUIDELINES FOR DERATION: Altitude: Derate 0.5% per 100m (328 ft.) Elevation above 1000m (3279 ft.) Temperature: Derate 1.0% per 10°C (18°F) temperature above 25°C (77°F) RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. - 125° RATINGS: 125° apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO-3046/1, BS 5514, AS 2789, and DIN 6271. 105° RATINGS: 105° ratings apply to installations where utility power in unavailable or unreliable. At varying load the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve. Ratings are in accordance with ISO-8528/1, overload power in accordance with ISO3046/1, BS5514, AS2789, and DIN 6271. For limited running time and base load ratings consult the factory. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. alternator and controller data TAYLOR OWER SYSTEMS Alternator Data Manufacturer Marathon Type PMG Insulation NEMA Rise/Temp NEMA H/125°C Hertz 60 Phase 3 RPM 1800 Leads 12 Amortisseur Windings Full CFM Cooling Required 700 Voltage Regulator PM500 Sensing Three Phase Voltage Regulation, No Load - Full Load 0.5% • Optional 0.25% Regulation DVR2000E+ Available Alternator Data Manufacturer Stamford Type PMG Insulation NEMA Rise/Temp NEMA H/125°C Hertz 60 Phase 3 RPM 1800 Leads 12 Amortisseur Windings Full CFM Cooling Required 1308 Voltage Regulator MX341 Sensing Single Phase Voltage Regulation, No Load - Full Load 1.0% Features . NEMA MG1-32, BS5000, and IEC 34-1 compliant; CE & CSA Certified and UL Listed • Self -ventilated and drip proof construction • Two-thirds pitch stator and skewed rotor . Wet wound, epoxied field windings • Designed to withstand overspeeds of up to 125% . Hybrid analog/digital voltage regulator • Under frequency protection • Under frequency indication light • Less than one cycle response time • Over excitation protection • Over excitation indication light • Easy access front -panel adjustments • Over voltage protection shutdown • Analog input for paralleling Features • BS EN 60034, BS5000, VDE 0530, NEMA MG1-32, IEC34, CSA C22.2-100, and AS1359 complaint . IP23 enclosure . Dynamically balanced to exceed BS6861:Part 1 Grade 2.5 vibration standard . Quality assurance to BS EN ISO 9001 . Self -ventilated and drip proof construction . Two-thirds pitch stator and skewed rotor . Heavy duty bearings . Fully guarded • Overexcitation protection • Under frequency protection . Analog input • Overvoltage protection . Paralleling compatible . Single-phase sensing DGC2020 Digital Controller • Integrated engine-genset control, protection, and metering • Microprocessor allows for exact measurement, setpoint adjustment, and timing functions • Front panel 3 position controls and indicators enable quick and simple operation • Emergency stop push button and an Alarm Hom with silence button . Awide temperature -range liquid crystal display (LCD) with baddighting • SAE J1939 Engine ECU communications . Remote RS-485 communications for Optional RDP-110 Remote Annunciator • 4 programmable contact inputs and 10 contact outputs (2 ADC rated) • Modbus Communications with RS-485, Battery Backup for Real Time Clock, UL recognized, CSA certified, CE approved, HALT (Highly Accelerated Life Tests) tested • IP 54 Front Panel rating with integrated gasket and NFPA 110 Level 1 Compatible. • Manual Ovenide Keyswitch Analog Controller with Emergency Bypass Key Switch • Automatic CANBUS Engine Control • Oil Pressure, Water Temperature, Battery Voltage and RPM Gauges • Automatic Gauge Zeroing on Shutdown • AC Voltage, Frequency, Percent of Load, and Run -Time Metering • 3-Position Auto -Off -Manual Control Switch • LED Status Lights: Low Oil Pressure, High Temperature, Overcrank, Overspeed, & Engine Start TYLOR POWER SYSTEMS Warranty 2 Year Standard 5 Year Comprehensive Controller Options standard features and options Standard Features: . Heavy Duty Steel Base . Vibration Isolators . Oil Drain Valve with Extension . Battery Rack & Cables . High Ambient Unit Mounted Radiator DGC-2020HD Controller for Paralleling Fiber Optic Ethernet (DGC-2020HD) Internal Modem & Generator Protection (DGC-2020) Flush or Surface Mount Remote Annunciator Remote Mount Break Glass E-Stop Switch . Battery Charging Alternator . Factory Powder Coating . Factory Test . Owner's Manual Miscellaneous Options: . Battery Charger . Coolant Drain Kit . Block Heater . Line Circuit Breaker . Pad Type Battery Heater . Battery Heater Blanket w/Thermostat . Oil Pan Heater . Generator Strip Heater Narrow Skid Base Open Unit Options: . Radiator Duct Flange . Flex Exhaust . Critical Silencer . Wide Skid Base OVERALL SIZE: 98"L x 30"W x 62"H Approximate Weight: 3,000 lbs. Note: Dimensions and weights reflect standard open unit with no options and are subject to change. Standard Enclosed Unit Options: . Sound Attenuated Enclosure . Load Center, Lights & GFI Receptacle . Sub -Base Fuel Tank OVERALL SIZE: 132"L x 46"W x 64"H Approximate Weight: 4,100 lbs. Note: Dimensions and weights reflect standard enclosed unit with no options and are subject to change. am* . 1: ess oci IEEE In 449 I Note: The above drawings are provided for reference only and should not be used for planning installation. Contact your local distributor for more information. 08/2015 . ~ L ^ � j7 3 '1 44.E ACCEES CODA GEN END VIEW ACCESS COOR (Baal SIC(3) 2 (M�) 0 • 9ASETANA RIGHT SIDE VIEW 160 S Gab Sp0 Ccotak ne, CORNEA WON&=UMP6 AMMO0A16 COMM MIMED RAMS PART (P WEIGHT OOZE PERMS 1t08DE0T1G2 (rofoicr Use* Opted) USN VARY87155 1,737 Ws 0V ALTERNATOR: MNUTIION 431C96202 1220 Ws. SOMME: STPt1CPUBAL STD W4 OOL®E WAIL BASET/2 MDONE250GAI1DT6 Vf068781 4851LA 15001bi my STANDARD Bi0SU8tE MR11381198 1625 L!s SIDE427 TOPQIT VBiOGL MW(T SnBW 62304 8Qlbs. ISOLATORS: (4)B3C0 4980050 VT496C060 12lbs. 8LCO 85AATER: KO) WATT 120 VOLT /83 AMPS VT3305D0q MISC. OAR. SYST134: VlUOA31I0 MISC O1L OPADI Bt1ESICRO WPMVILYE RdR®TOSSD V11 34N CABLE PRO WIRING NIA MSC HAPOMAPE MODS, WOOS, MGM &tATO3) NIA MEC (I) SATIRES GROUP 31 STYLE IN SAMMY PAa NO CABLE FOR BATTERY IUR Rad'e integral to the OW VO1P6 411bs. ° MIRCS PAM: UpRalAVIo Sou RISC cm=DT BIEAAEt VARIOUS 6610M BIO 6URE Ora ISO MISC. WEWSIO1TOTAL 67001bs. NISL WE61k S%d stAdal 335 Ws. TOTAL WSW : 7035 [Jo. 90 flnn1° RAD. END VIEW B a A 6 3 °PRELIMINARY° 7A..w MI. 10019 1/1BI2017 TAYLOR POWER SYSTEMS A. MODEL TD125 SOUND ATTEN. ENCLOSURE W/250 GAL BASETANK 1 D 125 PERKINS 1 MilLo.1 A A 3" WIDE EDGER FINISH 3/8" FULL DEPTH EXPANSION JOINT .,y CURB 8 GUTTER (SEE RS-08A) 2% MAX. SECTION A -A NOTES: 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. SIDEWALK WIDTHS MINOR ARTERIAL* PRINICIPAL ARTERIAL* TUKWILA URBAN CENTER (SEE NOTE 1) 5' 6' 6' 5/8" MINUS CRUSHED ROCK THICKENED EDGE ON RADIUS 1 MIN. 4' LANDING SCORE JOINTS EVERY 5' 5' ---1 15' EXPANSION JOINTS EVERY 15 PLAN VIEW 1" WIDE X 3/8" DEEP SCORE JOINTS 3/8" X 3.5" EXPANSION JOINT ELEVATION 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWANVSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. * SEE TMC 9.48.040 NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS-11 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER DETECTABLE WARNING PATTERN (SEE DETAIL) EXISTING 1/2" MAX. TO PAVEMENT 1/4" MIN. LIP \i --` IV:12H • 6" THICK GUTTER SECTION A -A L5' A 4' MIN. LANDING REQUIRED 4' MIN. 5'� A 4" THICK CEMENT CONCRETE SIDEWALK 18" THICKENED EDGE MIN MAX A 1-5/8" 2-3/8" B 5/8" 1-1/2" C 7/16" 3/4" D 7/8" 1-7/16" PLAN r- 3/16" D ELEVATION DETECTABLE WARNING PATTERN NOTES: (SEE NOTE 5) 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. RAMP CENTERLINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.` MAXIMUM SLOPE SHALL BE 12:1. / 3. FULL DEPTH EXPANSION JOINTS ARE REQUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15' SPACING IN GENERAL SIDEWALK PORTION. 4. CURB RAMPS SHALL BE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. 5. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) MUST BE PRECAST PAVERS MEETING ASTM C902 CLASS SX TYPE 1 OR C736 OR C1272 TYPE R. ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE : a) ADA PAVERS AS MANUFACTURED BY WHITACRE-GREER, AS DESCRIBED ON THEIR WEBSITE: http://www.wgpaver.com/ada brochure.pd/ (BRICK RED) b) ARMORTILE AS MANUFACTURED BY ARMOR -TILE TACTILE SYSTEMS, AS DESCRIBED ON THEIR WEBSITE: httpi/www.armor-tile.com/truncateddomes/cast-in-place.htm#Cast%201n%20P/ace%20Colors (BRICK RED) c) CASTINTACT WARNING PANELS AS MANUFACTURED BY MASON SUPPLY CO. OF PORTLAND, OR, AS DESCRIBED ON THEIR WEBSITE: hltp://www.masco.net/castintact/ (BRICK RED) d) STEP -SAFE AS MANUFACTURED BY TRANSPO INDUSTRIES, INC. OF NEW ROCHELLE, NY, AS DESCRIBED ON THEIR WEBSITE: http://www.transpo.com/Step-Safe.htm (BRICK RED) ON A CASE BY CASE BASIS FOR RETROFITTING EXISTING RAMPS, THE FOLLOWING PRODUCTS MAY BE APPROVED, ONLY WHEN 'BRICK RED' COLOR BECOMES AVAILABLE: e) TOP MARK, AS MANUFACTURED BY FLINT TRADING, AS DESCRIBED ON THEIR WEBSITE: http://www.flinttrading.com/topmark.htm f) VANGUARD DETECTABLE WARNING SYSTEMS AS MANUFACTURED BY VANGUARD ADA SYSTEMS OF AMERICA, SNOHOMISH, WA, AS DESCRIBED ON THEIR WEBSITE: http://www.vanguardonline.com/ 6. PAVERS WILL LAY ON TOP OF A 4" UNREINFORCED CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION OR WITH A MAXIMUM 1/2" THICK BED OF LATEX MODIFIED CEMENT MORTAR. MORTAR JOINTS TO A WIDTH NOT GREATER THAN 5/32" AND NOT LESS THAN 1/16". PAVERS SHALL NOT BE DIRECTLY TOUCHING EACH OTHER UNLESS THEY HAVE SPACING BARS. MORTARED JOINTS ARE TO BE FLUSH WITH TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE. PAVERS SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO PROVIDE A SMOOTH TRANSITION FROM BRICK TO BRICK AND BRICK TO CONCRETE SURFACE. 7. SEE WSDOT STANDARD PLAN F-40.10-01 FOR DIMENSION OF DETECTABLE WARNING SURFACE. 8. SEE WSDOT STANDARD PLANS F-40.10-01, F-40.12-00, F-40.15-00, F-40.16-00, F-40.18-00, F-40.20-00, & F-42.10-00 FOR ACCEPTABLE ALTERNATE RAMP LAYOUTS. NOT TO SCALE City of Tukwila CURB RAMP SHEET: RS-12 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER FI RSTLI G HT TECHNOLOGIES S.C°N ig14 N‘"‘ Cr( %\_%1.1-16 Project: Type: SOLAR POWERED LED BOLLARD Quantity: The PLB series solar powered LED bollard is ideal for architectural and commercial pathway applications. The self-contained, stylish, contemporary design combined with high quality construction and unequalled solar powered performance make the PLB series an excellent fit where quality lighting is required. Utilizing solar power and LED lighting the PLB bollards are fully self contained and offer significant benefits over typical wired bollards: • Low installed costs and minimal site impacts with no trenching, cabling or wiring • Minimal ongoing costs with no electricity bills or bulbs to change • Immune from power outages • A sustainable choice without recurring carbon emissions All of our solar powered lights are enabled by our innovative Solar Lighting Controller (SLC). The SLC in each light is "self -learning" and allows the lights to predictively adapt to their surroundings, providing a level of lighting performance and reliability unavailable in other solar lighting products. TECHNICAL SPECIFICATIONS Solar Module: High impact, UV resistant encapsulation High -efficiency mono -crystalline cells Integrated into bollard housing Used for day/night detection (no photocell required) Solar Lighting High efficiency Maximum Power Point Tracking Controller (MPPT) charge controller (SLC): LEDs and Optics: • High output Cree LEDs • 100,000 hour L70 lifetime • Warm (3000K) and neutral (4500K) white color temperatures available • Type III and Type V high efficiency, cut-off optics • Typical lumen output of 160 lumens Micro -controller based technology Mechanical Includes high -efficiency LED driver Integrated into bollard housing Designed to automatically manage lighting performance based on environmental conditions and lighting requirements Patent pending Battery: High performance Lithium (LiFePO4) Exceptional 8 — 10 year life cycle High temperature tolerance Contained within bollard post Designed for easy battery changes when required Construction: • Cast, low copper aluminum housing • Extruded, low copper aluminum post • Stainless fasteners with security fastener option • High strength mounting base • Architectural grade, super durable, TGIC powder coat • Four standard colors with custom colors available Factory Set Lighting Profiles: • On at dusk, off at dawn • On at dusk, turn off after 6 hours • On at dusk, dim to 30% after 6 hours till dawn • On at dusk, off after 5 hours, on 1 hour before dawn • On at dusk, dim to 30% after 5 hours, on 1 hour before dawn First Light Technologies Ltd. 1 www.firstlighttechnologies.com info@firstlighttechnologies.com 1.844.279.8754 FI RSTLI G HT TECHNOLOGIES 10' PHOTOMETRICS (IES files available on request) If you have any questions, please don't hesitate to call us toll free at 1-844-279-8754 (USA & Canada). ORDER MATRIX 6' [36.7cm] 4' 2' SOLAR POWERED LED BOLLARD 10in [24.7cm] - I J 0 6in I [15.2cm] PLB — 101 0' 2' PLB102 - Type 3 4' 6' 8' 10' 6' 4' 2' 0' 2' 4' 6' 8' 8' [88.1cm] 6' 4' 10in [24.7cm] ~I PLB — 102 2' 0' 2' [15.2cm] 4' 6' 8' PLB102 - Type 5 Series PLB Height 101 - 14" Finish BK - Black Distribution ASM - Type 3 ' LED Color WW - 3000K Lighting Profile 00 - Dusk till dawn Options WOB - Ship Without Battery 102 - 36" BZ - Bronze SYM - Type 5 NW - 4500K 01 - Dark +6 hours then off SEC - Security Fasteners SV - Silver 02 - Dark +6 hours then 30% PA - Pre -Ship Anchor Bolts WH - White 03 - Dark +5 hours, off, Dawn -1 hour CC - Custom 04 - Dark+5 hours, 30%, Dawn -1 hour (DEFAULT) Notes: - Specifications subject to change without notice - All light levels in foot candles (fc) with 4500K color temperature and 160 lumen output - To convert to lux multiply Light level by 10.7 EiIlluminating R�S /� FN GI.NF[RING SOLI Efv- COMPLUUI `ghtmg fac13.: First Light Technologies Ltd. www.firstlighttechnologies.com info@firstlighttechnologies.com 1.844.279.8754' • • - - .11110100016mweisaligirmell11005 a. r. : 471101VAgarilladriatAFV41112•1,4- — IL or. • r44.11,.... P' • JUL 0 2 2018 Orr" 4.-44.:4 D'4;jelieD City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 7, 2018 Dale Sweeney 5715 143rd Place SE Bellevue, WA 98006 Via email: dale.design3d@gmail.com RE: Tru by Hilton; City File PL18-0020 Dear Mr. Sweeney, Your application for Design Review- Board of Architectural Review approval was deemed complete on May 3, 2018. Pursuant to Tukwila Municipal Code 18.104.070(F), the fact that an application is deemed complete shall not prevent the City from subsequently requesting additional information or studies regarding any aspect of a proposed project which is deemed necessary to a complete review of the proposed project. Technical review on your submittals has been conducted. Departmental comments are listed below along with reviewer contact information. When resubmitting, please fill out the attached form and include a letter with the comments below followed by a summary of the reflected change, if applicable. Please include City File # PL18- 0020 on all exhibit revisions, and submit electronic files of all items submitted on a thumb drive. Revision submittals must be submitted in person at the Permit Center, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188, Monday - Friday 7:30 a.m. - 4:30 p.m. In order to keep your tentatively scheduled BAR hearing date of August 23rd, please submit revisions no later than July 13th. Planning — Lindsay Brown 206.433.7166, Lindsay.brown@tukwilawa.gov 1. On revised site plans, indicate the scale correctly as 1" = 20'. 2. Landscaping- revise landscaping plans as below: a. For all streetscape landscaping strips, show at least two species of street trees. If medium street trees (such as acer truncatum as shown), planting shall be 20' apart along Corporate Drive S. and Andover Park W., and 30' apart on Minkler. Extend tree planting to within 10' of edge of landscaping strip. b. All streetscape landscaping strips shall include at least one shrub per 7 linear feet, and groundcover to cover 100% of the area not covered by trees and shrubs within 3 years of planting. Uniform sod lawn isn't appropriate for new landscaping along street frontages. c. You may remove the note "moderate screening buffer" for the western and southern parking lot edges. There is no screening required in these places; the property to the immediate west has the same zoning/is compatible with the proposed use. 3. Provide grade information showing that the grades for the sidewalks and corner ramps, etc. will meet or exceed ADA minimum standards. 4. Add pedestrian paths through the parking lot to the building, pursuant to TMC 18.28.260.5. Keep in mind that up to the front 2' of parking spaces may overhang low-lying perimeter landscaping. Pedestrian paths should be defined with landscaping and pedestrian --scaled lighting. 5. Please provide a sketch or depiction of the plan for publicly -accessible open space. Additionally, it appears to be isolated from a building entrance by a planter; is this purposeful? 6. Architectural Plans: please revise as below: a. Submit scaled designs including materials and design choice for pedestrian -scaled lighting for the parking lot and exterior of the building, plus street furniture and accoutrements for the open space area. Show the design and materials proposed for the screening of the dumpster and mechanical equipment. What tiles or concrete pattern will define the open space area? b. The elevations submitted on 11"x17" don't appear to be the indicated scale. When resubmitting, please submit full-size elevation plan sheets. c. The south elevation doesn't appear to meet the 50% minimum transparency required of ground -floor commercial uses. d. Andover Park W. Corridor Standards require a maximum increment of 50ft. for facade articulation; please revise the elevation. e. Indicate on revised plans the length of the building overhang/pedestrian weather protection, and the depth of overhang on the sidewalk. Weather protection of at least 6' in depth along 75% of the Andover Park W.-facing building elevation is required. An artistic rendering of this would be great to show the BAR. f. Submit renderings of the approaches to the building, including landscaping. g. Submit conceptual sign plans including colors and materials to be reviewed by the BAR. h. Revise the elevations and materials board, as required and per an email received May 18tn i. Submit a sample hotel floor interior layout, and the first floor/common spaces layout. 7. While not required, it is advisable to revise the narrative for design review submittal to identify the project as Tru by Hilton, and to explain the concept behind the hotel design- who is the intended audience? Do you have pictures of recently built Tru's to show? What feeling does the hotel intend to express? Public Works- Joanna Spencer 206.431.2440, Joanna.spencer@tukwilawa.gov 1. Applicant shall fill out the attached Traffic Concurrency Certificate application and pay $2,500.00 fee to Public Works. 2. All landscaping including street trees require structural soil placement. None of the civil nor landscaping plans address this requirement. Structural soil planting detail shall be obtained from the Planning Dept. and added to the civil and landscaping plans. 3. Low Impact development shall be implemented to your design; refer to Infiltration chapter on page 8 of the geotech report. 4. If more than 1 acre is being disturbed as result of this construction applicant shall obtain WA DOE Notice of Intent (NOI) - Construction Storm Water Permit. 5. An outside grease interceptor is required if food prep takes place. 6. Trash enclosure shall be covered and have an inlet that connects to sanitary sewer. Please contact Mr. Greg Villanueva, PW NPDES Coordinator, phone 206 431-2442 to discuss this requirement. 7. A Detector Double Check Valve Assembly (DDCVA) is required for the fire service and can be placed outside in a fire vault or inside the building. It is less expensive when placed inside the building. 8. An RPPA backflow placed outside the building inside ca hot Box/Rock or equal freeze protection enclosure anchored into a min. 4" thick concrete pad is required for the domestic water service. Fire- Don Tomaso 206.575.4407 1. The Fire Department mid -rise standards will apply to this project. Please contact the Fire Marshal's Office at the number above for further information. Please feel free to contact me with any questions at Lindsay.brown@tukwilawa.gov. Sincerely, tsiL--. Lindsay Brown Assistant Planner 3 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: TRU BY HILTON Project Number: PL18-0020 Associated File Number(s): Click or tap here to enter text. Date Mailed: 5/11/18 Mailing requested by: LINDSAY BROWN Mailer's signature: .44i ❑ Board of Adjustment Agenda Packet ❑ Notice of Application for ❑ Board of Appeals Agenda Packet Shoreline Mgmt Permit ❑ Determination of Non -Significance ❑ Notice of Decision ❑ Determination of Significance & ❑ Notice of Public Hearing Scoping Notice ❑ Notice of Public Meeting ❑ Mitigated Determination of Non- ❑ Official Notice Significance ❑ Other: ❑ Notice of Action ❑Shoreline Mgmt Permit ® Notice of Application ❑ Short Subdivision Agenda Parties of Record: AGENCY LABELS ) City Clerk Office — Ana Le PUBLIC HEARINGS/MEETINGS need to go to Ana to include in Digital Records Center, ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( X) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( )US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ) Office of Archaeology ( ) Dept of Social & Health Services ) Transportation Department (WSDOT NW) ( ) Dept of Ecology NW Regional Office, Shoreland Div. ) Dept of Natural Resources SHORELINE NOD REQUIRES RETURN RECEIPT ) Office of the Governor ( ) Dept of Ecology, SEPA **Send Electronically ) WA State Department of Commerce (formerly Community Dev) ( ) Office of Attorney General ) WA Fisheries & Wildlife, MillCreek Office ( ) Office of Hearing Examiner (X ) WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 Section 3 ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office ( ) KC Watershed Coordination WRIA 9 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Environmental Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) KC Public Library System ( ) Foster Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Westfield Mall Library ( ) Tukwila School District ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Century Link ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Seattle Public Utilities ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Waste Management ( ) Cascade Water Alliance ( ) Tukwila City Departments ( ) Public Works ( ) Fire ( ) Police ( ) Finance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor (X) City Clerk (PUBLIC HEARINGS/MEETINGS) Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER * send notice of all applications on Green/Duwamish River (x ) Duwamish River Clean Up Coalition * (x) Muckleshoot Indian Tribe * (x ) Cultural Resources (x) Fisheries Program ( x) Wildlife Program ( x) Duwamish Indian Tribe * (x) People for Puget Sound * LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Puget Sound Regional Council ( ) Washington Environmental Council ( ) Futurewise ( ) Puget SoundKeeper ( ) SW KC Chamber of Commerce ( ) Tukwila Historical Society** ** send notices for all Tukwila projects which require public notice — via email to: tukwilahistsociety@tukwilahistory.orq and rcwieser@comcast.net ( ) Seattle Times Section 8 MEDIA ( ) Highline Times ( ) South County Journal ( ) City of Tukwila Website W:\\Planning\Development Review Manual\LU Application Review Process\Public Notice Procedures\Mailing\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS (Comment period starts on date of mailing) Notice of Application mailed to: Department of Ecology (send checklist with Notice of Application), applicant, other agencies as necessary, property owners and tenants within 500 feet. It is also posted on site. KC Transit Division — SEPA_Official would like to receive information about all projects that might affect transit demand. Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice of Application SEPA Determination mailed to Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the stafrreport, site plan and the SEPA Determination Send These`Documents to DOE at the time of SEPA determination: SEPA Determination Staff report SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to applicant, property owners and residents within 500 feet of subject property, agencies with jurisdiction. Comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the notice of decision and staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: One complete packet should also be sent to Muckleshoot Indian Tribe if they commented on the project during comment period. Permit Data Sheet Shoreline Substantial Development Decision (Signed by Director) 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 (Signed by Director) 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) W:\\Planning\Development Review Manual\LU Application Review Process\Public Notice Procedures\Mailing\Agency Checklist City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Bill To DALE SWEENEY 5715 143 PL SE Bellevue WA 98006 DALE.DESIGN3D@GMAIL.COM INVOICE Invoice Issue date: May 11, 2018 Due date: May 25, 2018 RE: Hilton Tru Hotel Project Numbers: PL18-0020, L18-0029 Following is a break -down of fees that are owed for the generation and mailing of Notice of Application postcards. Description Permit Quantity Price Line Total Number Notice of Application Mailing L18-0029 114 1.00 114.00 The City of Tukwila accepts Cash, Check, Visa/Mastercard Credit card payment is accepted over the phone. 206.431.3670 A 3% convenience fee will be charged for all credit and debit payments. Subtotal $114.00 Pa id Amount Due $00.00 $114.00 If paying by check please remit payment to: City of Tukwila Attn DCD 6300 Southcenter Blvd., Ste 100 Tukwila WA 98188 Phone: 206-433-1800 • City Hall Fax: 206-433-1833 • Website: www.ci.tukwila.wa.us City of Tukwila Notice Of Application Design Review— Public Hearing Tru by Hilton, City File# L18-0029 Project Planner: Lindsay Brown, Lindsay.brown@tukwilawa.gov or 206.433.7166 File# L18-0029 Applicant: Dale Sweeney on behalf of Hilton Property Owner: Tanaka Holding LLC Project Location: Northwest corner of Andover Park W. and Minkler Blvd. Project Description: Construction of a 5 story, 92-unit hotel and related site improvements. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:OOp.m. on May 25th, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5:00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Notice Of Application Design Review— Public Hearing Tru by Hilton, City File# L18-0029 Project Planner: Lindsay Brown, Lindsay.brown@tukwilawa.gov or 206.433.7166 File# L18-0029 Applicant: Dale Sweeney on behalf of Hilton Property Owner: Tanaka Holding LLC Project Location: Northwest corner of Andover Park W. and Minkler Blvd. Project Description: Construction of a 5 story, 92-unit hotel and related site improvements. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:OOp.m. on May 25th, 2018. You may view the application, request a copy of any decision, comment on the project, and learn your appeal rights by contacting the project planner listed above, or by visiting our offices Monday through Friday, 8:00am to 5.00 pm at DCD, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. ParcelNumber 2623049015 2623049015 2623049015 2623049015 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049019 2623049075 2623049115 2623049115 2623049118 2623049118 2623049118 2623049118 2623049122 2623049122 2623049123 2623049124 2623049124 2623049142 2623049142 ToLine AttnLine ROFFE & A! C/O THE M Occupant Occupant Occupant M3 PROPEI C/O JSH PR Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant Occupant TANAKA HOLDING LLC LBA NCC-COMPANY III Occupant ANDOVER WEST LLC % Occupant Occupant Occupant MVI TUKWILA 1 LLC Occupant KC HOUSING AUTHOR! 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None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None 7888920020 7888920020 7888920020 7888920020 7888920020 8835100000 8836500010 8836500010 8836500010 8836500010 8836500010 8836500010 8836500010 8836500010 8836500020 8836500030 8836500030 8835100090 8835100090 8835100020 8835100110 8835100110 8835100010 8835100010 8835100100 8835100100 8835100060 8835100060 8835100070 8835100070 8835100050 8835100050 8835100040 Occupant Occupant Occupant Occupant Occupant Occupant IPTN NORTH AMERICA Occupant Occupant Occupant Occupant Occupant Occupant Occupant HAYEKS PROPERTIES TI LVP H2S SEATTLE LLC Occupant ENTERPRISE RRW Occupant DGI LLC KIR TUKWII 333 NEW H Occupant 360 UPLAND LLC Occupant FRIESEN CLARENCE Occupant 17250 SOUTHCENTER PKWY 13 17250 SOUTHCENTER PKWY 13 17250 SOUTHCENTER PKWY 14 17250 SOUTHCENTER PKWY 14 17250 SOUTHCENTER PKWY 15 344 UPLAND DR 1035 ANDOVER PARK W #B IPT 1035 ANDOVER PARK W 110 1035 ANDOVER PARK W 120 1035 ANDOVER PARK W 200 1035 ANDOVER PARK W 210 1035 ANDOVER PARK W 220 1035 ANDOVER PARK W 230 1035 ANDOVER PARK W B 1015 ANDOVER PARK W 1985 CEDAR BRIDGE AVE STE 1 380 UPLAND DR PO BOX 1201 370 UPLAND DR 364 UPLAND DR PO BOX 5020 378 UPLAND DR 360 UPLAND DR # A 340 UPLAND DR 11131 SE 57TH 374 UPLAND DR FRIESEN CLARENCE W411131 SE 57TH ST Occupant 358 UPLAND DR CARROL JOSEPH J+GAY 350 UPLAND DR Occupant 360 UPLAND DR LUND FAMILY COMME 10015 E DIAMOND DR Occupant 356 UPLAND DR Occupant 354 UPLAND DR DEPARTME FISH & WIL 911 NE llth AVE WA FISHER LARRY FISH 1775 12 AVE NW, STE 120 DUWAMISH RIVER CLE. 210 S Hudson Street, Ste 332 MUCKLESH Laura Mull 39015 172nd AVE SE 2 TUKWILA V 6 TUKWILA V 4 TUKWILA V 8 TUKWILA V 2 TUKWILA V TUKWILA V N BUIL SEATTLE V\ TUKWILA V TUKWILA V TUKWILA V TUKWILA V TUKWILA V TUKWILA V TUKWILA V TUKWILA \ LAKEWOOL TUKWILA V MAPLE VAL TUKWILA V SEATTLE V\ NEW HYDE TUKWILA V TUKWILA \ TUKWILA V BELLEVUE TUKWILA V BELLEVUE TUKWILA V TUKWILA \ TUKWILA V SUN LAKES TUKWILA V TUKWILA V PORTLAND ISSAQUAH SEATTLE \A AUBURN \A 98188 TukwilaAdc ADDR-00846 98188 TukwilaAdc ADDR-00847 98188 TukwilaAdc ADDR-00848 98188 TukwilaAdc ADDR-00849 98188 TukwilaAdc ADDR-00850 98188 TukwilaAdc ADDR-02012 98188 KCA Table 98188 TukwilaAdc ADDR-01959 98188 TukwilaAdc ADDR-01960 98188 TukwilaAdc ADDR-01961 98188 TukwilaAdc ADDR-01962 98188 TukwilaAdc ADDR-01963 98188 TukwilaAdc ADDR-01964 98188 TukwilaAdc ADDR-01965 98188 KCA Table 8701 KCA Table 98188 TukwilaAdc ADDR-02028 98038 KCA Table 98188 TukwilaAdc ADDR-02025 98188 KCA Table 11042 KCA Table 98188 TukwilaAdc ADDR-02027 98188 KCA Table 98188 TukwilaAdc ADDR-02010 98006 KCA Table 98188 TukwilaAdc ADDR-02026 98006 KCA Table 98188 TukwilaAdc ADDR-02019 98188 KCA Table 98188 TukwilaAdc ADDR-02020 85248 KCA Table 98188 TukwilaAdc ADDR-02018 98188 TukwilaAdc ADDR-02017 97232 98027 98134 98092 ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None NA NA ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None ACTIVE-ML None NA NA NA NA ACTIVE-ML None NA NA ACTIVE-ML None NA NA NA NA ACTIVE-ML None NA NA ACTIVE-ML None NA NA ACTIVE-ML None NA NA ACTIVE-ML None NA NA ACTIVE-ML None NA NA ACTIVE-ML None ACTIVE-ML None MUCKLESH Karen Walt 39015 172nd AVE SE MUCKLESH Mike Middl 39015 172nd AVE SE DUWAMISH INDIAN TA 4705 W MARGINAL WAY SW PEOPLE FOR PUGET 501402 - 3rd Ave, Ste 1400 ' AUBURN V\ 98092 AUBURN UL 98092 SEATTLE V\ 98106 SEATTLE 1A 98101 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION May 3rd, 2018 Dale Sweeney 5715 143rd Place SE Bellevue, WA 98006 Sent via email to: dale@design3d@gmail.com RE: Tru by Hilton, City. File # PL18-0020 Dear Mr. Sweeney, Your applications for SEPA Analysis and Design Review- Public Hearing in Tukwila are considered complete on May 3rd, 2018 for the purposes of meeting state -mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Your application requires one or more public notice boards to be posted onsite. Please contact Fastsigns in Kent as soon as possible at (206) 575-2110 or via email at 157@fastsigns.com to pay for the notice board(s); this is necessary to ensure your application processing is not delayed. Please reference your City File number, above. Please feel free to contact me with any questions. Sincerely, Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Dale Sweeney - Architect City of Tukwila, Washington April 6, 2018 Re.: Narrative for Design Review Submittal To Whom It May Concern: We are submitting the Holiday Inn Express project for Design Review. The project is within the Tukwila Urban Center. We believe the proposed design is compliant with the requirements in the Tukwila Municipal Code, Section 18.28, as described below. 1. SITE DESIGN - All street frontages are in compliance with landscaping and sidewalk requirements, including space required, lighting and access. - Pedestrian scale street lights are shown along the sidewalk adjacent to Andover Park W. at approximately twenty feet on center, as required. - Street trees are provided as required. - Primary entrances into the lobby are provided at the walkway along Andover Park W. and the parking area. - The parking area is screened from view from the main roadway - Andover Park W. - The open space is located in the prominent NE corner and is to be over 500 sq. ft. as required. - Landscaping requirements at the site perimeter and at the interior of the parking area are in compliance. - Canopy cover is provided for more than 75% of the building facade along Andover Park W. - Storefront windows are provided for more than 60% of the facade along Andover Park W.. Along Minkler the storefront is a bit less than 50% (47%), but it is not feasible to increase because of the stairs and structural requirements. 2. SERVICE AREAS - Service elements - primarily the dumpster - is to be screened with landscaping and located to minimize visual and odor impacts. - Concrete paving is to be installed at and in front of the dumpster. 3. Utility - Mechanical equipment such as condenser units and the generator are to be screened and located for minimum visual impact. - Rooftop equipment will be located and screened for minimum visual impact. - There are to be no exterior downspouts. RECE WED APR 09 2018 Community Development 69 5715 143rd Place SE, Bellevue, WA 98006 `fW 425.260.8969 dale.design3d@gmail.com Dale Sweeney - Architect 4. LIGHTING - Exterior building lights will be down lights and parking lot lights will have shades to minimize light extending to adjacent properties. - Lighting along sidewalks will provide required footcandles. Pole lights along the walk at Andover Park W. will be 12'-14' high and meet all city requirements. See drawings and renderings for additional information for compliance with design standards. Dale Sweeney - Architect 5715 143rd Place SE, Bellevue, WA 98006 2 425.260.8969 dale.design3d@gmail.com CITY OF TUKWILA Department of Community Development 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. 1 am the current owner of the property which is the subject of this application. 2. All statcmcnts contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other repr sentatives the right to enter upon Owner's real property, located at 3q S Go R Po R Pt i g , 7 ILA kGJ/L ff 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 toss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. �CDDiNCs> EXECUTED at (city), CPt (state), on 3 ' z 9 . , 20 / .23 (Print Name) n��D•,I pr t � �' C.- PrR LES , G� C (Address) — 1 4- c (Phone Number) O� O !h (gnature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SEE SUBSCRIBED AND SWORN TO BEFORE ME ON THIS AlTCHED , 20 fN—PFlAbik}( ��>fltd►�$ _Q� of as DGEMENT Whington My Commission expires on 1kcitysrme\City Common\Teri - DCD\Kirby120I6 Appiications\Dcsign Review•Public Hcaring•Mnrch 2016.ducx RECE ED APR 09 2018 Community Development A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Shasta On March 29, 2018, before me, Scott E. Lewis, Notary Public personally appeared • Baldev Dhugge who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the - person, or the entity upon behalf of which the person acted, executed the instrument. I certify under P !y� e • ERJURY under the laws of the State of California that the foregoing paragraph is tr �� (WITNESS my hand and official seal. SIGNATURE Notary re Description of Attached Document OPTIONAL SCOTT E. LEWIS Commission # 2135129 zp� Notary Public • California Shasta County M Comm. Expiros Nov 26, 2019 Title or Type of Document: Affidavit of Ownership and Hold Harmless / Permission to Enter Property Document Date: 3/29/2018 Number of Pages: 1 Signer(s) Other Than Named Above: none Page •l of 1 - 3/29/2018 CA — Notary Acknowtrdgrncnt with Document Description CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 DESIGN REVIEW - PUBLIC HEARING APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR Planner: File Number: ucG-._ oc-) 2_ct Application Complete Date: Project File Number: i L L 0Q'al Application Incomplete Date: Other File Numbers: %_0()MM" * This application requires public notification. Please refer to section 8 of application checklist NAME OF PROJECT/DEVELOPMENT: Hilton Tru Hotel - Tukwila BRIEF DESCRIPTION OF PROJECT: A 5-story 92 unit hotel LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 395 Corporate Drice S LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 2623049075 RECEIVED DEVELOPMENT COORDINATOR: APR 0 9 201$ The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, Community Development • 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: Dale Sweeney Address: 5715 143rd Place SE, Bellevue, WA 98006 Phone: 425-260-8969 FAX: E-mail: dale.designn33d@gmail.com Signature: Date: 3/20/18 \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016 Applications\ Desgn Review -Public Hearing -March 2016.dooc 4Sr,a4.1410,N410.it4kli: • , "4, " " •"?..11,4- : "1'4 '1'4 .1" ANDOVER PARK WEST ENTRY VIEW FROM THE WEST 001 VIEW FROM THE EAST 1111 1111 ragasisiossa,,s00;.1,0 PARKING LOT SIDE ENTRY 2 0? Alt TUKWILA HILTON TF&L4 wAtitc4/4" 4.64,4iant ?r, _ it BUILDING SIGN BOLLARD LIGIITS STAMPED CONCRETE PEDESTRIAN PATHWAY STAMPED CONCRETE VEHICLE AREA - PORTE COCI1ERE gat 1. VERIFY DRAINAGE REQUIREMENTS WITH HEALTH INSPECTOR 2 DUMPS TER ENCLOSURE EXTERIOR FINISH TO MATCH FINISH OF MAIN HOTEL / TOWER 8• DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE RONFORCED CMU WALL 'NTH E.F.S. CN EXTERIOR FACES ONLY 8 �JIIIII ::IIIIII(II• • • •I :;IIIII1I• • S. OPE �n 1/4 PER "I/ FOOT AREA ORNN 3 — HOSE BIB LOCATION RONFORCED MASONRY PIERS 0 0 GONC. SLAB WTH REINFORCING (8" MINIMUM) URN SLAB EDGE DOWN AREA OF MASH RECP I. (O.F.0:1.) STEEL GATE POST EACH 6`DIA. STEEL PIPE \ BOLLARDS F LLED W/ \ CONCRETE EA. SIDE PLAN CONTINUOUS CONCRETE CURB - TYP. N Jv ELEVATION iwi u 1 i I 11 1 1 - II 11 -- — — —ip..•11 —�--�-11 = � — —-11 — — II I�- - SECTION FLAT ROOF l STEEL GATE POST EACH SIDE DIAGONALDI�EBRACING EACH WESTERN RED CEDAR OR EQUAL LOCKABLE HASP DROP R00. 1' DIAMETER X 2'-0" LONG 'NTH 90 DECREE BEND FLAT ROOF METAL COPING TO MATCH BUILDING WALL COLOR OVER TREATED W000 TX BLOCKING AT TOP OF 8" BOND BEAM AS EQUIRED LL INTERIOR CMU SURFACES HINTED :xTER10R FINISH SYSTEM E.I.F.S.) TO MATCH LOWER IUILDING WALL COLOR DIAMETER STEEL PIPE. CONC. ILLED BOLLARDS - PAINTED ONCRETE SLAB W/ REINFORCING - SLOPE 1 /4" PER FOOT TO REA DRAIN -- REFER TO PLAN RN SLAB EDGE DOWN L_ig —00,24 RECEIVED - ARCHITECT z z 0 W 0_ 31- z0I-0I-A to>¢zp WW.-1 GEOO 000ZUa HILTON - TRU HOTEL SITE DETAILS PRINT DATE 711/2018 11:05:50 PM SHEET NO. DUMPSTER ENCLOSURE community JUL 0 2 2010 ST-2 17C'-9 l/2 GENERAL '.MANAGER • •STAIR 1' ST11 - r►W ED 1st Floor SCALE : 118• 1'-0• Typical Upper Floor: SCALE: I/8• = I'-0' rVESTIBUL� Ys. MIR 1110 FIR 1 tG" UMEr eok DBL. QUEEN WIDE GUES LAUNDRY- :110 17d-9 I/2• WATER/IC t 108:) ELEVATOR LOBBY 15081 HOUSE KEEPING DBL QUEEN DBL QUEEN 507 .'.CONTROL PIMP .-...,.188, DBL. QUEEN ACC. DBL. QUEEN X-WIDE L.Jt 002g RECEIVED JUL 022018 Dale Sweeney ARCHITECT 2 a Z w O .12 z�1- 1-o OWLLLLcoF S >QFZQ u'Wa'O0J' Oo zo0. HILTON - TRU.HOTEL PRINT DAIS: 7/212018 1:48:59 AM SHEET NO. A1.00 m m < m l l—Ill- =1LI=1 11='1I II D ELEVATIONS HILTON - TRU HOTEL TUKWILLA, WA. I 0 -111- 1-1 -III- I-1 EWELL 1-1 I =!II diff 1=I =III; =III` 1E1- REVISIONS von DEEVVELOPGN �EMMENT DRAFT NOT FOR CONSTRUCTION PLOT DATE: JOB NO: 01e 17 DATE ee128115 MI. BY: DS OXKD BY: DB BV80:___. • 59'- I' 59-3' 7a-0 U2' 1 Dale Sweeney ARCHITECT 5715 143rd Place SE Bellevue, WA 98006 Il z 0 =11 FM 0 • -11 - 11J -I II 11 c-t- I - 0 11-111 II111fl11i 111111i 11-111- Illllll- -I I1-111 -III- I I-111 11-1117-- -III- II-111- 1E111= -111 11=111 11E111= -III-I 11=111I- II -III_ _I=1 I !� -Ill-' II-IIi- I -III-1 11=111- =111='' II-III-- -111 11=III= _ I_I-III= -III-I 11=III- mo 03 o m aF m 0 N ON 133HS ELEVATIONS 1VJIdl.L-G I HILTON - TRU HOTEL TUKW LLA, WA, 1 ff- 11E-1 1i1= I � REVISIONS NO.DFs§!GN Revision Descn on DEVELOPEMENT DRAFT NOT FOR CONSTRUCTION PLOT DATE: JOB NO: 01017 DATE: OA26l15 DWN. BY: DS CIB(O BY: DB RYBO Dale Sweeney ARCHITECT 5715 143rd Place SE Bellevue. WA 98006 26'-0• VICINITY MAP DRIVEWAY ' 2' PARKING OVERHANG LANDSCAPING 2' PARKING j OVERHANG i 'ROPERTY LINE c-) LIGHT BOLLARDS C) II n LANDSCAPING tow RIGHT-IN/RIGHT-OUT 6' WAV, --- AND APING STRIP EXISTING CURB AND GUTTER 2' PARKING OVERHANG EXTRUDED CURB SITE PLAN I' = 20'-O" PROJECT DATA JOB ADDRESS: 395 CORPORATE DRIVE S TUKWILA, WA 98003 ARCHITECT: DALE SWEENEY - ARCHITECT 5715 143RD PLACE S.E. BELLEVUE, WA 98006 PHI 425.260.8969 EMAIL, DALE.DESIGN3D@GMAIL.COM ZONING: TUC-P 517E AREA 62,597 50. FT. - 1.44 ACRES CORPORATE DRIVE S. EXISTING CUPS AND GUTTER LANDSCAPING PROPERTY LINE MINKLER BLVD. 92 PARKING SPACES OPEN SPACE - MIN. 500 50 PT. SEE LANDSCAPE PLANS LANDSCAPING +S LANDSCAPING PROJECT OF5rR/PTION PROPOSED DEVELOPMENT OF A 5-STORY, WOOD FRAMED, 92 UNIT HOTEL. LANDSCAPE AND SITE IMPROVEMENTS ARE INCLUDED. SEE SEPARATE LANDSCAPE AND CIVIL PERMIT FOR SITE RELATED PARKING, GRADING AND DRAINAGE, AND LANDSCAPE FEATURES. BUILDING AREA 9,022 SF 9,098 SF 9,098 SF 4T11 FLOOR GROSS AREA - 9,098 SF 9,098 SF TOTAL GROSS FLOOR AREAS - 44.414 SF PARKING STANDARD - COMPACT - ADA - TOTAL - 58 30 4 92 SPACES PROVIDED PROPERTY LINE EXISTING CURB AND GUTTER ANDOVER PARK WEST WESTENTRANCE kiX SteREC IVED tJUL 0 2018 o L. -02 7 Z z 2 W W OIL ZO (911La6-0 WWg00_9 OCIOZOa HILTON - TRU HOTEL PRINT LUTE: 711nOte 11:06:60 PN SHEET NO. ST-1 BUILDING SIGN t1 i i'�t51 1 L' 4.41 BOLLARD LIGHTS STAMPED CONCRETE PEDESTRIAN PATHWAY STAMPED CONCRETE HOTEL 1. VERIFY DRAINAGE REQUIREMENTS M1H HEALTH INSPECTOR 2 DUMPSTER ENCLOSURE EXTERIOR FINISH TO MATCH FINISH OF MAIN HOTEL / TONER 6" DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE REINFORCED CMU WALL WITH E.F.S. ON EXTERIOR FACES ONLY 111111 "11111111t• • • •1 :111111 0 • 1/4 PER ) 1 FOOT I AREA DRAIN 0 O DRAIN 11111.1 :IIIIIIIIII••••I :1111111I11•••• 17.11125/12F 15.324W255• HOSE BIB LOCATION REINFORCED MASONRY PIERS \CNC. SLAB M I REINFORCING (6• MINIMUM) 1URN SLAB EDGE DOWN AREA OF 'WASH RECPT, (0,F.(2.1.) 1=I STEELT,��O��GATE POST EACH O MIA. STEIL PIPE BOLLARDS FLLED W/ CONCRETE EA. SIDE PLAN CONTINUOUS CONCRETE CURB - TYP. FLAT ROOF / •/ ELEVATION STEEL GATE POST EACH SIDE DIAGONAL BRACING EACH WESTERN RED CEDAR OR EQUAL LOCKABLE HASP DROP ROD, I• DIAMETER X 2'-0" LONG 'MTH 90 DEGREE BEND FLAT ROOF METAL COPING TO MATCH BUILDING WALL COLOR OVER TREATED WOOD 1X BLOCKING AT TOP OF 8• BOND BEAM AS REOUIRED T � J U • I ` E r F `A - T �. _ mil SECTION U. INTERIOR CMU SURFACES AINTED XTERIOR FINISH SYSTEM EI.F.S.) TO MATCH LOWER UILDING WALL COLOR " DIAMETER STEEL PIPE. CONC. ILLED BOLLARDS - PAINTED ONCRETE SLAB W/ REINFORCING - SLOPE 1/4• PER FOOT TO REA DRAIN -- REFER TO PLAN RN SLAB EDGE DOWN L Z Z o a �17< Z.J QHO 712>Z0 WW1OOJ 000Z0Q. HILTON - TRU HOTEL SITE DETAILS PRINT DATE 7I1 I201311: 05.50 PM SHEET NO. VEHICLE AREA - PORTE COCHERE DUMPSTER ENCLOSURE JUL 0 2 2018 CommunIty De0wopment ST-2 17a-9 I/2' :OFFICE 2 'HALL. 1st Floor WORK ZONE: FITNESS . CENTER-.. -ll_ iwe.R DI 47 ".• Pr. Qawi tr Q• '��r.�ttrtrmtw.r.I�arr"-r'"-r�rrt.rw�trr.cn.- �wu.et:•1ryry�1t�ll EMPLriOawYa�cEtY ' atttWe_EMI NMI mba tREAKOOM• munenraer.a a QJqr.�E.tw.eerrlM.IUt.r1 IMAMS .o.uutwR. ilni inn , ELEVATOR: • j C��IY ' • �1l,'LINEN-->�+-+� r aaEt : '' .. r.►I 'EQUIP.I..' tr STORAGE_'..:`, r Y a WI e II UMW SCALE : 1/8' • 7•-0• DBL. QUEEN WIDE 17a-9 l/2' +►i DBL:QUEEN 1505 �.r DBL. QUEEN ACC. DBL. QUEEN X-WIDE Dale Sweeney ARCHITECT a S 2 HILTON - TRU HOTEL PRINT DATE: 72/20181:48:59 AM Typical Upper Floor SCALE: US" = I'-0• RECEIVED JUL 0 2 2018 Community SHEET NO. A1.00 1 _III -I I I —I I� I I —III III-1 11-� III-1 11=1 I I-- East Elevation 3CAIP: 1l8° = I'-O" III Section East Wall 1l i J 1,2, 1h Elevation III—III-111—III—III III— - 1111111111�111��1)11 III.;II�ITI_7 L , 4,/ 11 I-1 11=111=111_11 I-111-11 11--i i I=111:111--11 I-1 tl --SCALE: I/ i— 11111111I11111111�11111111 Trl 11-11 l- 0 /if -.002q RECEIVED Dale Sweeney z 0 H J_ 2 PRINT DI 712l2018 1:4! SHEET A2.( JUL 0 2 2018 Community DevebpmeM ELEVATIONS HILTON - TRU HOTEL TUKWILLA, WA. -1 c-t- rn CO li ,;ii1, - I=1 I i =III It111III- -III-i 11=III =111- iI=III; -111 11=111 =III= '1=III -Ill- I 11=111. -III=1 111=111= I I= 11=III III-� I=111 _1=II_ -III=-II -111-! 1E111: �IT_I� -111=i11 -III �-111- Tli1 If=1II -T-1. Il=1II, - 111= 11E111 - III- 11=11_ 1111111 =111=- 11=11� =111= 11=111= -III=11 1 1-111 - III=III 11▪ 111111111 11-11 R ▪ Ell i- l III==11 I�- 11-11rn I-_ !- -III- I� II -i Ill II�III -III= 11- =11 i- =1I1- Ii-11 1_I=111 I1111- II- = 111I1III111 REVISIONS NO.DEDWGN Rawson Deus ban DEVELOPEMENT DRAFT NOT FOR CONSTRUCTION PLOT DATE: JOB NO: 01017 DATE: 05126115 DNM. BYps ONTO BY: D5 RVSD: Dale Sweeney ARCHITECT 5715 143rd Place SE Bellevue, WA 98006 sot EAST ELEVATION . 2 ,GALE: /5" _ '40" ,... _ d. Amour- 91LE--11 IIIII E 11.111111 r , m IME .�.. tru MI STAIR TOWER (ROOF ACCESS) EIF - TYPICAL NORTH ELEVATION. APR 09 2018 ARCHITECT J ri s • Z Z 0 W • 0 w J� ZoFO�N 0 W F- IL co wwx00N 000Z0o HILTON TRU NORTH & EAST ELEVATIONS PRINT DATE. 4/812018 2.27:38 PM SHEET NO. A201 DR --SCALE: I/6" = I'-O" .',Hill unity ucveIopmen i 0 c 9 7) D 3 3 5 O C o —I s rn rn 0 z [SOUTH & WEST ELEVATIONS N) HILTON TRU DESIGN DEVELOPEMENT DRAFT NOT FOR CONSTRUCTION TUKWILLA, WA. 05/05/2014 REVISIONS NO DATE RBxsim C-r [0610 ATE: 081t8H5 WNY:HKD BY:— Dale Sweeney ARCHITECT 5715 143rd Place SE Bellevue, WA 98006 TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 N. RANGE 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON BASIS OF BEARING: TRUE NORTH. BASED UPON GLOBAL POSITIONING LAMBERT GRID WASHINGTON STATE NORTH ZONE CONVERGENCE ANGLE OF 01'03'28.92" COUNTERCLOCKWISE APPLIED AT A PUNCH IN BRASS DISC. INCASED. / 45 NORTH OF THE INTERSECTION OF ANDOVER PARK WEST AND MINKLER BLVD. THE NORTH AMERICAN DATUM OF 1983/1991 (WAD 83/91) GRID COORDINATES WERE FOUND TO 8E 166918.642 / 128E111.433 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.000002449 AND THE GRID SCALE FACTOR OF 1.000009955 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. CO( VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) BENCHMARKS: BASE: KING COUNTY CONTROL POINT #SMOOTH. FOUND TACK IN LEAD IN 1.5- IRON PIPE IN MONUMENT CASE. LOCATED AT THE STREET INTERSECTION OF 26TH AVENUE SOUTHEAST AND SOUTH 272ND STREET. ELEVATION: 350.252 FEET SITE OF BRASS DISC. INCASED. LOCATED +/-45' NORTH OF THE INTERSECTION OF ANDOVER PARK WEST AND MINKLER BLVD. ELEVATION: 24.12 FEET DESCRIPTION: LOT 1. CITY OF TUKWILA SHORT PLAT NO.L97-0049. RECORDED UNDER RECORDING N0.9711069009: SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. LEGEND: DRIVEWAY CATCH BASIN STANDARD GRATE / ' / TYPE II / TOP OF CONTROL STRUCTURE.22'..77. `� /, / TOP OF ELBOW 21.07 LADDER SOUTHEAST ,�L_ / I / \ / SYSTEM IGPS) / /4.e'7 RDINATES. A WAS /(/ CJ st- (j) CD CJ Td) CJ Cif L�J <C 60' X 60. INGRESS / EGRESS AN PARKING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO.199711069009 = MONUMENT FOUND. VISITED OCTOBER 16, 2017 WATER MARKER POST(WMP) SIGNAL BOX(SB) = SIGNAL POLE (SP) = HANDICAP RAMP LIGHT STANDARD(LS) = CABLE PAINT WATER PAINT = GAS PAINT = POWER PAINT SANITARY SEWER MANHOL RIM 25.15 18' STEEL E 8.15 IE 16' STEEL W 8.48 IE LADDER NORTHWEST 24' OECICUOUS ' --1.9'E* • • • 10' OEECIOUOd^5�. - CATCH BASIN STANDARD GRATE RIM 25.24 12' CONC N 20.61 IE B"®WATER VALVE 1 Y <WATER NETER CATCH BASIN STANDARD GRATE TII RIM 23.74 16' CONC N 16.61 IE 16' CONC S 18.70 IE 16' CONC E 18.31 IE LADDER NORTH ARO'.GRAT€ ',.O TA 19:85:1 CORPORATE DRIVE SOUTH SH9 '08'68"F . 234 '15" 9U0LIC.0TILLTY. AND•CANASCAPING. ESMT• AS.SHOWN ON:SHORT' PLAT.''. .FILED UNDER RECORDINB',NO:' .;1987.11969009'. :: •VERTICA' UR(j.AND.GUTTE FOUND PUNCH IN BRASS DISC, INCASED. IN THE CENTERLINE OF ANDOVER PARK WEST AS SHOWN ON SHORT PLAT L97-0049, FILED UNDER RECORDING NO.9711069009. RECORDS OF KING COUNTY. WA. STORM DRAINAGE MANHOLE RIM 24.28 18' CONC N 17.84 IE 18' CONC W 18.04 IE LADDER SOUTNEAS GAS VALVE®• • �� 4•'4LTIYDRA. S�ECI�I.:US'-- 4-DEQDDVOI ECIDUW9 0 1D6�Q S•{~f6�t'LCi87J'T' STOPS ° \°A 2K.DEC1 CENTERLINE OF MINKLER BLVO CALCULATED PER SHORT PLAT L97-0049. FILED UNDER RECORDING NO.9711069009. RECORDS OF KING COUNTY. WA. CATCH BASIN STANDARD GRATE 24.41 12' 7 CONC 20.25 IE 6' CONC W 20.31 IE CATCH BASIN STANDARD GRATE RIM 24.15 12' CDNC N 21.10 IE SANITARY SEWER MANHOLE RIM 24.25 10' STEEL S 8.12 IE 18' STEEL E 7.50 IE 18' STEEL W 7.57 IE G SEP'YALYE, 4i0:. CALVE /0-27-/7 TTAti.SEWFR B"57EE.7:.26 6 "STEEL 8.IL 7. 46 IE;; ..CAT611 BASIN' STAMUmGRATE: 18,22.82 . 6'.7'5'15i.82'1E '36' 7.5.15.92.7E . 8.• GPB• *5 1,4 IE ':8.:'CONC. NW, f:b1 [E STOPM DRAIN wow D1'24.64 6'.CONC E 14.21 IE LADDER SOUTHEAST SANITARY SEWER MANHOLE RIM 24.49 18' STEEL N 14.49 IE 18' STEEL S 14.49 IE 10' STEEL E 15.71 IE 10' STEEL W 15.42 IE LADDER EAST ';SANITARY SEWER MANHOLE .' ¢TIN 23.53 .18' STEEL N 14.73 IE .18' STEEL S 14.54 IE ' ABANDONED PIPE SE .LADDER SOUTHEAST SURVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 25. 2017. THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 0095270-06. DATED OCTOBER 20. 2017. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. TITLE REPORT NOTES: 1. RAILROAD TRACKAGE AND APPURTENANCES AS PER GEED FILED UNDER RECORDING NUMBER 7607070502. DOCUMENT EFFECTS THE PROPERTY FOR TRACKAGE IN PLACE IN APRIL OF 1971. NO VISIBLE EVIDENCE OF THE TRACKS EXISTS TODAY AND THE RECORDED EASEMENT DOES NOT CONTAIN A LOCATABLE DESCRIPTION. SO. THEREFORE IT HAS NOT BEEN PLOTTED. 2. UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT FILED UNDER RECORDING NUMBER 7801130816. THE EASEMENT DOES NOT HAVE A SPECIFIC LOCATION, THEREFORE IT CANNOT BE PLOTTED. 3. GAS PIPELINE OR PIPELINES EASEMENT FILED UNDER RECORDING NUMBER 9711200323. THE EASEMENT DOES NOT HAVE A SPECIFIC LOCATION, THEREFORE IT CANNOT BE PLOTTED. 4. COVENANTS, CONDITIONS. RESTRICTIONS. RECITALS, RESERVATIONS, EASEMENTS. EASEMENT PROVISIONS. DEDICATIONS. BUILDING SETBACK LINES. NOTES. STATEMENTS. AND OTHER MATTERS, IF ANY. BUT OMITTING ANY COVENANTS OR RESTRICTIONS. IF ANY. INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE. COLOR. RELIGION. SEX. SEXUAL ORIENTATION. FAMILIAL STATUS. MARITAL STATUS. DISABILITY, HANDICAP, NATIONAL ORIGIN. ANCESTRY. OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS. EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. AS SET FORTH ON SHORT PLAT FILED UNDER RECORDING NUMBER 9711069009. 5. COVENANTS. CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY. INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE. COLOR, RELIGION, SEX. SEXUAL ORIENTATION, FAMILIAL STATUS. MARITAL STATUS. DISABILITY, HANDICAP. NATIONAL ORIGIN. ANCESTRY, SOURCE OF INCOME. GENDER. GENDER IDENTITY. GENDER EXPRESSION. MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS. EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. AS SET FORTH IN THE DOCUMENT FILED UNDER RECORDING NUMBER 9711060371 AND AMENDED BY RECORDING NUMBERS 20040708000011 AND 201709210008206. NOT A SURVEY RELATED ITEM. 6-13. NOT SURVEY RELATED SANITARY SEWER DRAINAGE MANHOLE RIM 24.65 18' STEEL N 15.85 IE 18' STEEL SW 16.60 IE ADDER EAST SANITARY SEWER MANHOLE RIM 23.22 16' STEEL N 14.76 1E 16' STEEL S 15.02 IE .. $$A�R124.50 ITARY SEWER WHOLE 18' STEEL N 16.83 1E 8' STEELS 16.81 16 ALDER 900118IE91 FOUND PUNCH IN BRASS DISC, INCASED, IN THE CENTERLINE OF ANDOVER PARK WEST AS SHOWN ON SHORT PLAT L97-0049, FILED UNDER RECORDING NO.9711069009, RECORDS OF KING COUNTY. WA. SITE BENCHMARK: ELEVATION: 24.12 FEET INTERSECTION OF MINKLER BLVD AND ANDOVER PARK WEST CALCULATED PER SHORT PLAT L97-0049. FILED UNDER RECORDING NO.9711069009. RECORDS OF KING COUNTY. WA. RIGHT-OF-WAY DEDICATION PER SHORT PLAT L97-0049. FILED UNDER RECORDING NO.9711069009. RECORDS OF KING COUNTY. WA. 1" /I-a229 CENTREINTE Consultant., Inc, P.S. 14209 2916 Street East, 1105 - Sumner, RA 98390 253-987-5924 mein 253-987-7859 fox DRAIN M' 0 WOODS DAm OCT. 25. 2017 sT:Am 1' = 20' cmxrD9 DT: N LARSON DB NAWR TOPO roB NIL 373E 0 20 40 SCALE: = 20' A 0 9 201 Commur ity Des'aefoprr ent MOH DATA NW -SE 26, T23N., R4E., W.M. SURVEY FOR BALDEV DHUGGA HOLIDAY IN EXPRESS 6 SUITES RED BLUFF, CA. KING COUNTY, WASHINGTON SHEET 1 OF 1 8 SCHEMATIC PLANT SCHEDULE C? Oo 0 PARKING LOT DECIDUOUS TREE 2.5" CAUPER CONTJB&B PYRUS 'AUTUMN BLAZE' ACER RUBRUM 'FRANKSRED' OSTRYA VIRGINIANA SMALL DECIDUOUS ACCENT TREE 7'-8' MIN. HT. CONTJB&B CORNUS'SATOMI' ACER PLATANOIDES 'CRIMSON SENTRY' MAACKIA AMURENSIS EVERGREEN ACCENT TREE 7'-8' HT. MIN. CONT/BBB CHAMAECYPARIS OBT. 'GRACIUS' CHAMAECYPARIS NOOT. 'STRICTA' THUJA MERTENSIANA STREET TREE (MEDIUM STATURE) 2.5" CALIPER CONTJB&B ACER TRUNC. X'WARRENRED' FRAXINUS AM. 'AUTUMN APPLAUSE' OUERCUS FRAINETTO 'FOREST GREEN' MEDIUM ACCENT TREE 2.5" CAUPER CONTJBBB ACER RUBRUM 'BOWHALL' PYRUS 'CHANTICLEER' OSTRYA VIRGINIANA EVERGREEN SCREEN SHRUB 5 GALLON CONTAINER, 3' HT. MIN., 2-3' O.C. 'SKY PENCIL' HOLLY 'EMERALD GREEN' ARBORVITAE TALL OREGON GRAPE DECIDUOUS SHRUBS 3-5 GALLON CONTAINER, MIN. 18" HT., 3-4' O.C. 'RED ACE' OR 'MANGO TANGO' POTENTILLA 'MAGIC CARPET SPIRAEA 'CRIMSON PYGMY' BARBERRY 'KELSEY' RED -TWIG DOGWOOD HANCOCK CORALBERRY EVERGREEN SHRUBS 3-5 GALLON CONTAINER, MIN. 18" HT. 3-4' O.C. SALAL COMPACT OREGON GRAPE DAVID VIBURNUM SOFT TOUCH HOLLY FRAGRANT OR CREEPING SARCOCOCCA SWORD FERN ORNAMENTAL GRASS 1 GALLON CONTAINER, 2'-3' O.C. 'FROSTY CURLS' SEDGE GOLDEN SEDGE BLUE OAT GRASS DWARF FOUNTAIN GRASS SMALL SHRUB 2 GAL. CONTAINER. 2'-2 12' O.C. CREEPING SARCOCOCCA MT. VERNON LAUREL CREEPING MAHONIA HELLERI HOLLY 17 5 7 20 7 19 156 203 155 177 EVERGREEN GROUND COVER AND LOW ORNAMENTAL GRASSES 3,925 SF 1 GAL CONTAINERS AT 2' O.C. COTONEASTER EUONYMUS KINNIKINNIK FESCUE SOD LAWN 4,764 SF CORPORATE DRIVE SOUTH Streetscape STREET TREE (MEDIUM STATURE) SOD LAWN, TYP. COLUMNAR EVERGREEN SHRUB EVERGREEN ACCENT TREE EVERGREEN GROUND COVER AND LOW ORNAMENTAL GRASSES MEDIUM ACCENT TR EVERGREEN SHRUBS EVERGREEN GROUND COVER • D LOW ORNAMENTAL GRASSES Moderate Screening Buffer Perking Lot Perimeter Landscape SMALL SHR DECIDUOUS ACCENT TREE YCNN\ ORNAMENTAL GRA EVERGREEN GROUND COVER AND LOW SHRUBS Moderate Screening Buffer Parking Lot Perimeter Landscape Open Space with raised landscape beds, specially paving, waste receptacle, end built-in benches with intermediate arms. Front Yard Streetscape EVERGREEN SHRUBS ►fir ` _``Va tk�iMVO. VkIlI1MI VAI r *V ' ; A'"` ^� tt�'"' � �.,, 110 ' ice'. � .. " 10 SOD LAWN. TYP. MINKLER BLVD Streetscape INTERIOR PARKING LANDSCAPE CALCULATIONS PARKINS AREA 42 STALLS X 2D SD. PT. SISSUM2Z (e n STALL) I.D40 SD. PT. 0304/21:2 4P5.6 SD. PT. SHEET NOTES I. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. NO PLANT SUt35TITUTION5 SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT/OWNER 9. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/OYAIER 4. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLAH11N69 PER THE LANDSCAPE PLAN. GROUNDGOVER QUANTITIES SHALL BE ADJ)9TED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 5. nI I PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT OR OPNER'S REPRESENTATIVE PRIOR TO INSTALLATION. B. EXISTING TREES. NO EXISTING TREES ARE PLANNED TO BE RETAINED ON SITE. NORTH 0 20 40 60 feet nrt. r-u--� SCALE: 1" = 20' Q01 RE A C Co ev IVE E 09 mmL. elop 201 ment 8 0 PRELIMINARY LANDSCAPE PLAN DESIGNER: J.MCFARLAND DRAWN BY: DRAWN BY APPROVED BY: J.GLANDER DATE: MAR 30, 2018 JOB N0: 2590.01 DRAWING FILE N0: 2540.01 XIS DRAWING NO: LS-01 SHEET NO: 1 OF 2 LANDSCAPE SPECIFICATIONS CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" TRIANGULAR SPACING WITHIN PLANTING BED SPECIFIED PLANT SPACING="X" INDIVIDUAL PLANTS REPRESENTED AS: -I- AREA FOR SPACING ADJUSTMENT OPLANT SPACING DETAIL NTS EDGE OF PLANTING BED 2/3 "X" P-CO-HIL-02 1" CHAINLOCK TREE TIES (2)-BVC WOOD TREE STAKES (8' HT.) 2" MULCH IN BASIN 3" WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) FERTIUZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL BACKFILL SOIL MIX NOTES: 1. REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. 2. INSTALL 24" DEPTH ROOT BARRIER AT THE EDGE OF ANY PAVING WITHIN 8 FT. OF OF TREE TRUNK 3. ENSURE THE TRUNK FLARE IS VISIBLE ABOVE GRADE AFTER PLANTING. OTREE PLANTING & STAKING DETAIL N.T.S. LAWN AREA (TYPICAL) 6' EDGE TRENCH P-CO-HIL-03 SHRUB BED (TYPICAL) r �l FINISH GRADE M• o o41'r0 c W o )y M� 1.0 a� '�O HMO _• II-11�Y1�11 Il 11-.11-1111=11 - 11=11.=1L-11- I-Y, i-1L-11-1L-11-11-1 -1=1I=11.=11.=11-1 .�rll.�i IL�ial Thi' 17.117I1- -11- OLAWN EDGE DETAIL P-CO-HIL-15 SHRUB FLARE SHALL BE CLEARLY VISIBLE AFTER PLANTING PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH insmatorimee 11-111 P 4 ING PIT SHALL A MINIMUM OF TMCE THE ROOT- BALL WIDTH MULCH WATERING BASIN BERM FERTIUZER TABLETS, 2"-6 DEPTH COMPLETELY REMOVE BURLAP OR ROOTBALL WRAPPING FROM PLANTING PIT AFTER PLACING SHRUB IN PLANTING HOLE AND DISPOSE OF OFF -SITE. BACKFILL SOIL MIX OSHRUB PLANTING DETAIL (B&B OR CONT.) NTS P-CO-BRI2-07 WIDTH VARIES REFER TO PLAN CONCRETE CURB OR ADJACENT PAVEMENT ASPHALT PAVING 12' WIDE 'DEAD ZONE AT ALL CURB EDGES IMPORTED SANDY LOAM TOPSOIL, AMEND PER SPECIFICATIONS FLAT PLANTING BED 4" DEPTH OF SPECIFIED MULCH FINISH GRADE (INCLUDING BED MULCH) SHALL BE 2' BELOW CURB COMPACTED SUBGRADE TO REMAIN AT CURB, SCARIFY SIDES OF EXCATION NATIVE SOIL NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL PARKING ISLAND PLANTER 1"=1" P-CO-BRI2-10 1. Refer to details for additional Information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Distribute Imported sandy loam topsoil (approved by the Landscape Architect) In areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (1f required). Dotted Tines Indicate 1' contour intervals. All landscape areas shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" arm below tops of adjacent curbs and pavement, and lawn areas shall be 1/2" below tops of '`Q� 1 adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within s structural fill zones shall hove sold structural fill materials excavated to a depth of 12' below finish grades In shrub areas and 6" below grade In lawn areas, and replaced with specified topsoil. Dispose of excavated material oft site. 4. Fine grade all landscape beds prior to planting operations. 5. No plant substitutions shall be permitted without prior approval of Landscape Architect/Owner. 6. All plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All plant materials and plant locations shall be approved by the Landscape Architect prior to Installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 8. Root barrier shall be incorporated adjacent and parallel to paving, curb and sidewalk, a minimum of 15 linear feet (7.5' on either side of trunk), 24" deep, where any tree is within 8' of paving, curb or sidewalk. Root barrier shall be DeepRoot UB-24 as available from Ewing Irrigation Products, 2901 S Tacoma Way, Tacoma, WA 98409 (253) 476-9530 or approved equal. 9. Soil amendment for soil preparation and planting backfill shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Silver Springs Top Grade Compost' brand compost as available from Corliss Resources Lake Tapps, WA (253) 279-9102. B. "Cedar Grove Compost" brand compost as available from Cedar Grove Compost, Maple Valley, WA (877) 764-5748. C. PREP/LRI compost as available from Randles Sand and Gravel, Inc., Puyallup, WA (253) 537-6828. 10. Soil Preparation - (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3' depth) of area. Spread 100 lbs./1000 s.f. of dolomite lime (in lawn areas only), 150 lbs./1000 s.f. . of Agricultural Gypsum and 15 lbs./1000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Rota -till all o1 the above to a 6'-8' depth and grade smooth, compacting as required and removing all rocks, clods and debris. 11. Lawn areas (seed or sod refer to plans) shall consist of one of the following turf types: 60R Turf -Type Perennial Rye Grass Varieties Varieties 20X Bluegrass 20% Hord Fescue 60X Turf -Type Perennial Rye Grass 40R Turf -Type Fescue 12. Seed and sod shall be equal to thot as grown by Country Green Turf Farms; Olympia, WA or JB Instant Lawn, Redmond, WA. Seed shall be applled at 7 Ibs/1000 s.f. and Include 10 lbs./1000 s.f. of United Horticulture 15-5-10 fertilizer in all lawn areas. 13. All trees in lawn areas shall be planted in a 4' diameter circle of bed mulch. 14. Bockfill mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 1/3 coarse sand. and 1/3 soil amendment specified in No. 9. Backfill mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfill mix and 1/3 fine grind hem -fir bark mulch. 15. Apply Osmocote 18-6-12, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height 2 Cups Trees Under 10' Height: 1 Cup All Shrubs Except 1 Gallons: 1/2 Cup 1 Gallon Plants: 1/4 Cup Ground Covers: 1/4 Cup 16. Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed oe follows: All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2-1/4" and 4' pot ground covers: 1-10 gram tablet each. Set tablets directly next to rootball. 17. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of 'Fine Grind' hem/fir bark mulch as top dressing. 18. Apply a granular pre -emergent herbicide to oil shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casoron or Norasoc Brands. 19. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 20. All plants shall be guaranteed for one full year from dote of protect acceptance. All replaced plants shall be re -guaranteed. All replacements shall be mode within 21 days of receiving written notice from the Owner. Controctor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period. 21. Plant list quantities are shown for reference only. Contractor Is responsible for verifying all quantities In Ilst with actual plan call -outs, and Installing plantings per the landscape plan. Groundcover and/or mass shrub quantities shall be adjusted as required tar field conditions at the specified spacing. 22. Final Inspection shall occur at the conclusion of o 60-day maintenance & plant establishment period. Maintenance period shall commence upon completion of all landscape installation activities and shall Include the following: A. Mow lawns once per week. B. Remove all weeds over 1" in height. C. Replace dead or unhealthy plants. D. Ensure proper function of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds Including non -Irrigated areas. F. Fertilize all towns at conclusion of maintenance and plant establishment period. tie Yo' AF a c R C Dm Deve 0 E O m op m11 9 un V 1 ity en 010 LANDSCAPE DETAILS AND NOTES DESIGNER: J.MCFARLAND DRAWN BY: DRAWN BY APPROVED BY: J.GLANDER DATE: MAR 30, 2018 JOB N0: 2540.01 DRAWING FILE NO: _2540.01 XIS DRAWING NO: LS-02 SHEET NO: 2 OF 2 GENERAL PHOTOMETRIC SCHEDULE AVERAGE FOOTCANDLES 6.81 MAXIMUM FOOTCANDLES 26.9 MINIMUM FOOTCANDLES 0.0 MINIMUM TO MAXIMUM FC RATIO 0.00 MAXIMUM TO MINIMUM FC RATIO 12056.92 AVERAGE TO MINIMUM FC RATIO 3054.35 DRIVEWAY 16 0.6 5 0 7 1 0 1.6 2.9 1.7 n1.8 9 1,3-2. .0 0 4:6)..)`11'5'51)1.8 SO 4 4 6.1 13.7 CORPORATE DRIVE SOUTH VERTICAL CURB AND CUTTER { �F14 �f�p `6.1 LJ7.8 13 9 .B_ R6.2 7.6 6.5 6.0 ‘9.6... 2� .0 10.6 10.9 6.8 2.8 2.1 3.0 4.8 5.5 4.3 4.2 2.0 1 8 4.7 9.1 10.7 1.8 1.2 0.7 0.7 -0.716 1 0 2.4 4.7 4.8 3.2 0.3 0.2 4.8 523.3 4.8 0.9 6 0[,,' I 2@ C. C1.I C1 7 C 4.9 I71. r .o �.& .i 0.-4 :.0 1 8 nv^EN.SSRISCE22>- \ /I fs a-6. 6.7 14.2 13.0 8.8 4.9 2.7 4.2 7.7 10.8 9.6 10.9 3.1 1.5 2.8 5.0 5.3 4.2 4.2 12.3 17.6ry�5`.1-5:6R- 8.6 12.6 18-1=12=2 . 5.8 2.1 3.1 4.8 5.0 5.2 r 54 6.5 7.7 13.3 (5.8 i.5 16:4 11.3 14.1 19..9=19:2s2�:9=7-6 2.0 2.3 3.3 4.4 6.4 1 2 ,.S'-2:1-I .7 3.6 4.2 (.1.3 .1 11-8 11.0 13.0 16.5 14.1 1 .0 4.6 1.2 1.3 1.9 .3.3_6.6 C) CD 1.6 1.5 2.6-3:1- -2 7:7- 7.2 8.5 9.7 7.2 .3 2.4 0.9 1.1 1.6 9 37 3.6 4.5 4.7 3.3 .9 1.7 0.8 1.3 2.3 .7 .4 .4 5.9 11.2 n3.0 a.1 676 3.5 �. 3.2 3.1 1.9 NN� R 11.1 16.9�15.-6 ..da�1.� 6.7 4.2 2.7 1.4 I1.3 1.4 1.7 3.1 5.4 y n n I tl 7.4 15.5 16.7'-1a-3- 4-203 8.4 5.1 3.3 1. I2.0 2.9 3.1 4.8 6.8 4. 3.0. 5.8i 1TT 9.1 n C> 7.3 15.3 20.0C :15.1 1.7 12.3 20.5n215.9 0.3 1SJ C) C3 6.0 7.9 16at 41 a.9 t24 5.0 2.2�3.7 4.7 10.6 10.3 9.6 15.9 7.2 .5 1.2 1.0 1.9 4.3 4�h„ 4.1 6.7 4.3 3.. 2 . . 6.8 9.0 9.5 4.4 2.5 2.1 1 0:8-1,9- 6:1-U7 4-13.8 14. 3.3 6 2:1�1DF182&8 18.4 17.9 10.9 5 54 4.2 3.1 2I 16.4 16.4 11.1 12.1 6 2.4 3.2 5.5 7.1 9.0 17.3 8.2 6.1 4.7 2.8 4.1 10.8 10.1 1.8 12.9 21.0 10.9 4.0 5.1 7.0 9.5 8.9 10.2 7.8 6.3 5.8 3.5 3.2 5.5 6.5I9. 7.2 8.4 9.5 ,6.0/(1.7 7.0 6.4 5.6 3.2 2.1 2.9E 5. 7.I8 ,.6 9;6 ^9.5 164 7.6 9.7 7.4 9.1 8.3 4.7 1.8 3.5II �. �V4 (LI? C51 p - - p L 6.7 2.514.8 3.2 11.9 15.1 13.1 5.8 2.0 5.6 14.7 10.0 17.6 10.3 3.8 1.1 _Qe 6 CURB VER11 U11'1D-WT1ER MINKLER BLVD O PROPOSED HOTEL (5-STORY) FF-26.0 44,405 8F .0 ¢.2 12.8 4.6 th9.81 .9 16.5 23.6 •. , 33/i U=r 0 ANDOVER PARK WEST NOTE: SEE CONCEPTUAL LANDSCAPE PLAN FOR NEW LANDSCAPING ALONG CORPORATE DRIVE 5. AND ANDOVER PARK W. LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL INPUT WATTS VOLTS QUANTITY TOTAL LUMENS S1 a (1) 270W LED LED 18' POLE UCHT WITH HOUSE SIDE SHIELD TYPE III POLE L51-XLCM-3-LED-HO-NW-UE-BLK-PG208-277-603159BLK-18'POLE+2'BASE 270 208V 2P 2W 11 26669 S2 a (1) 140W LED LED 12' POLE LIGHT WITH HOUSE SIDE SHIELD TYPE III POLE LSE-XLCS-3-LED-HO-40-UE-BLK-PC1208-277-XLCS-3/FT-HSS-12'POLE+2'BASE 140 208V 2P 2W 12 13400 S3 ® (1) 270W LED LED 18' POLE UGHT WITH HOUSE SIDE SHIELD TYPE FT POLE LSE-XLCM-FT-LED-HO-NW-UE-BLK-PC1208-277-603159BLK-18'POLE+2'BASE 270 208V 2P 2W 4 26669 W54 (1) 270W LED LED 20' POLE UCHT WITH HOUSE SIDE SHIELD TYPE FT POLE LSI-XLCI-FT-LED-HO-NW-UE-BLK-PCR-XLCL-3/FT-HSS RM-20'POLE+2'8ASE 270 208V 2P 2W 2 26669 '0 J �0 RECEIVED APR 0 9 2018 Community Development - Abossein Engineering 1n[OGL - IGL PRINNO I - R6[ 2100 11216 AVE. NB 6)NIBYOB, VA 98004 Pa: 425 482-9451 HIE aeralueetiuss %site mabossei.00m MIL z z 1--1 O H E-+ cn Revisions: A 0 SITE PHOTOMETRICS Job No.: 218042 Date: 03/30/18 E1.O SITE PLAN DATA ,1UB ADDRESS, 395 CORPORATE DRIVE S TUKWILA, WA 98003 ARCHITECT DALE SWEENEY — ARCHITECT 5715 143RD PLACE S.E. BELLEVUE, WA 98006 PH, 425.260,8969 EMAIL, DALE.DESIGN3DeGMAIL.COM ZONING: TUC-P s/r(AREA 62,597 SQ. FT. - I .44 ACRES PROJECT DE5CR/PTION PROPOSED DEVELOPMENT OF A 5-STORY, WOOD FRAMED, 92 UNI" LANDSCAPE AND SITE IMPROVEMENTS ARE INCLUDED. SEE SEPARAT AND CIVIL PERMIT FOR SITE RELATED PARKING, GRADING AND DRAII LANDSCAPE FEATURES. BUILDING AREA I ST FLOOR GROSS AREA = 9,022 SF 2ND FLOOR GROSS AREA = 9.098 SF 3RD FLOOR GROSS AREA = 9.098 SF 4Th FLOOR GROSS AREA = 9,098 SF 5TH FLOOR GROSS AREA = 9.098 SF TOTAL GROSS FLOOR AREAS = 44.4 14 SF PARKING STANDARD- 58 COMPACT- 30 ADA - 4 TOTAL - 92 SPACES PROVIDED DRIVEWAY HOTEL. E LANDSCAPE JAGE, AND 6 26'-0" 4 COMPACT STALLS 8' X 16' TYP CORPORATE DRIVE S. PROPERTY LINE EXISTING CURB AND GUTTER 5' LANDSCAPING STRIP 5WALK CCCCCCC ♦ 26' WIDE iFIRE LANE ( 1 LANDSCAPING 7 C7 (-7 C7 C7 92 PARKING SPACES C-) C7 C7 C LANDSCAP NG 6' WALK GENERATO Eli OPEN SPACE - MIN. 500 5Q FT. SEE LANDSCAPE PLANS 5' WALK J d 0-) (n CZ 'O OZ 4 V D • W 1 N Z Lra "1Q) LANDSCAPING NI N RIGHT-IN/RIGHT-OUT 1J� 9' LANDSCAPING STRIP —► EXISTING CURB AND GUTTER '"PROPERTY LINE Y� MINKLER BLVD, EXTRUDED CURB SITE PLAN .!:„: }z,:r_t_ 9' 7' LANDSCAPING STRIP PROPERTY LINE PEDESTRIAN LIGHT FIXTURES EXISTING CURS AND GUTTER ANDOVER PARK WEST ENTRANCE s~ » APR 0 9 2018 Community Development oa V a) C a) a) o co a t6 o O < .JOB N0: D10 17 PATE: S/10117 DWN. BY: DS CHKD BY: RVSD: REVISIONS NO. DATE Revlsim Description 1 9/11/17 CIN/Frm,Nse 2 10117/17 Fr, e/Rove 3 12/18/17 RBnc is0/Rays 4 213/18 ARNIeW033er Revs U J J a 0 CC Ce Q w 0 Z j O J r • � SHEET NO. ST-1DR VICINITY MAP REVISIONS: A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 N., RANGE 4 E., W.M. TRU BY HILTON (PROJECT NO. 17053) PORTION OF EX. SIDEWALK 10' STORM DRAINAGE EASEMENT TO BE REMOVED PER SHORT PLAT, FILED UNDER RECORDING NO.199711069009 CONNECT TO EX. SIDEWALK DUMPSTER LOCATION FLOW DIRECTION ARROW (TYP) CORPORATE DRIVE SOUTH 5' NEW SIDEWALK / CONNECT TO EX. 1-5' PLANTER WATER MAIN 8' D.I.P. WA le 26.0 ® ll it 'SEX. CATCH BASIN TO REMAIN - / 1ADJUST TO GRADE AND REPLACE WITH WATERTIGHT SOLID COVER 26.0 ALL EX. ON SITE CURBS AND ASPHALT PAVING TO BE REMOVED Y w\�26.0 I ` 26.0 r 60' X 60' INGRESS / EGRESS AND PARKING ESMT AS SHOWN ON SHORT PLAT, FILED UNDER RECORDING NO.199711069009 CONNECT TO EX. SIDEWALK -1_ EXTEND NEW 12' D.I. WA TO MAIN IN ANDOVER PARK W. L_ 24.0 v-C1 24.4 HP_ 25.5 CB #2 REMOVE EX, CATCH BASIN IR "OW Or A,J, 4 • K4 L rc.,4 ,., t:•..• ,t GENERATOR 15' PUBLIC UT LITY AND - ' _LANDSCAPING ESMT AS SHOWN ON OPEN SPACE SHORT PLAT, LED UNDER RECORDING Na. 199711069009 .�_. . 28.0-- yo-_Tj—FDi FIRE HYDRANT-" ICATI ON METER — WATER METER 4' OR 6' SPRINKLER LINE REMOVE EX. STORM II` A 12' PVC STORM (TYP) 25. 25.8 HP CB 63 24.025.0 96' DIA. STORMF1LTER MANHOLE�_w I 25.5 I b- 25.5 25.5 •A 25.5 • 25.5 25.5 ,u_ LOCATION OF FIRE SPRINKLER ROOM IN NORTHWEST CORNER OF BUILDING PROPOSED HOTEL (5-STORY) FF-26.0 PATIO 44,405 BF SS CLEANOUT 9' CLEAR i% MOVE EX. CH BASIN 25.1 6' NEW SIDEWALK — • - 9' PLANTER— t�� PORTION OF EX. RETAINING WALL TO BE REMOVED INSTALL DRIVEWAY APRON PER C.O.T. STANDARDS MINKLER BLVD —REMOVE EX. SIDEWALK ALONG MINKLER BLVD • CONNECT TO EX.-' CATCH BASIN _-T NEW 12' D.I. WA PEDESTRIAN LIGHT (TYP) (PARCEL NO. 2623049075) HANDICAP RAMPS TO CITY STDS 20 0 10 20 40 GRAPHIC SCALE SCALE. T-20' REMOVE EX. SIDEWALK ALONG ANDOVER PARK W. ANDOVER PARK WEST SHEET INDEX P01 - PRELIMINARY CML SITE PLAN NOTE: SEE CONCEPTUAL LANDSCAPE PLAN FOR NEW LANDSCAPING ALONG CORPORATE DRIVE S., ANDOVER PARK W., AND MINKLER BLVD. RELOCATE UNDERGROUND UTILITIES TO RUN UNDER SIDEWALK (POWER/PHONE/GAS) ALONG STREET PLANTERS AS NECESSARY. (CORPORATE DRIVE S.. ANDOVER PARK W., AND MINKLER BLVD) 8' NEW SIDEWALK 7' PLANTER I / CONNECT TO .L/ EX. SSMH 4 \6' PVC S 24.5 rry. CLEAR REMOVE EX. STORM Q.- HANDICAP RAMPS TO CITY STDS (EXISTING HANDICAP RAMP AT THIS LOCATION) CONNECT TO EX. WATER MAIN Q0' REED APR 0 9 2018 Community Development b 00 C j N C v O •C U 0000 C U 04 PROJECT NO.: 17053 DRAWN BY: AJL ISSUE DATE 4-9-2018 SHEET REV.: PREIJMNARY CIVIL SITE PLAN 17053CV01.OWG P01 SHEET 01 OF 01 J