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Permit L08-004 - MCCORKLE BRANDT - VALLEY VIEW SEWER DISTRICT DESIGN REVIEW
VALLEY VIEW SEWER DISTRICT DESIGN REVIEW L,08 -004 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW Prepared May 12, 2008 HEARING DATE: May 22, 2008 FILE NUMBERS: L08 -004 Design Review L08 -005 Lot Consolidation APPLICANT: Brandt McCorkle, Architect; Page and Beard Architects OWNERS: Valley View Sewer District REQUEST: Design Review for the construction of a 2,150 sf enclosed parking garage with an attached 700 sf carport to house the district's various maintenance vehicles. Associated fencing, landscaping, parking, and circulation are included in the site redesign. LOCATION: 14816 Military Road S NOTIFICATION: The property fronts Military Road which is within the City of SeaTac's jurisdiction. The location of the site, at the south- east intersection of Military Road S and 148th Street, makes it subject to the Tukwila International Boulevard Design Guidelines. Notice of Application was issued and mailed to surrounding property owners and tenants on February 29, 2008. Notice of Public Hearing was mailed to surrounding properties and tenants and published in the Seattle Times on May 8th, 2008. SEPA DETERMINATION: Exempt SM Page 1 of 15 05/14/2008 H:U.08 -004 & 5 Valle View\Staff Reportcloc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 COMPREHENSIVE PLAN & ZONING DESIGNATION: STAFF: RECOMMENDATION: ATTACHMENTS: Regional Commercial (RC) Stacy MacGregor, Assistant Planner Approval with one condition A. Applicant's Response to the Design Review Criteria B. Plans: Site plan, Landscape plan, elevations C. Photometrics Plan D. Color Elevations E. Freestanding Sign Conceptual Design SM Page 2 of 15 05/14/2008 H: \L08 -004 & 5 Valley View\Staff Report.doc APPDE • FINDINGS VICINITY /SITE INFORMATION Existing Development The site is currently being used by Valley View Sewer District as an office site and maintenance yard. Two vacant lots are being consolidated into the proposed site. The site currently has two structures, an office and a garage, occupying the southern half of the site, with associated storage bins and the operations yard in the north. The structures are pre - engineered steel buildings with painted steel siding; the office building has wood shingle accent panels. Surrounding Land Uses Military Road is the jurisdictional boundary of the City of Tukwila. The surrounding zoning is Regional Commercial (RC). The City of SeaTac is to the west and the adjacent zoning in SeaTac is Urban High - Density Residential. While the RC zone will not allow future development of new single family housing, the two properties to the north are single family homes. The Church by the Side of the Road owns a third single family home located directly east of the proposal and a vacant lot directly south. The property to the northeast is owned by Soka Gakkai International, a Buddhist center. In 2006, the sewer district consolidated their administration building with Water District #125. This new administration building is located to the east of the Buddhist center, at 3460 S 148th Street. The adjacent SeaTac properties are multi- family apartments. PROJECT INFORMATION This application is for a 2,150 sf enclosed parking garage with an attached 700 sf covered carport located to the north of their existing building. The site is being redesigned for improved circulation, safety, and to adjust to their changed needs. Parking needs have been reduced since the relocation of the administration building. Parking has being reconfigured and consolidated to the southwest comer of the site where contractors and staff can access the office building from Military Road. The north side of the lot is a paved service yard to allow for vehicle maneuvering. The service yard will have one ingress /egress along S 148th St and a new egress -only along Military Road. A new, six foot, black vinyl- coated chain link fence will front the property on the interior side of the required landscape buffers. Half - width frontage improvements including a 6' sidewalk will be developed on S. 148th Street. An employee patio surrounded by plantings will be constructed off the southwest corner of the office. The City of SeaTac is working with Valley View to collect a fee in lieu of for future frontage improvements along Military Road. BACKGROUND An application for a Boundary Line Adjustment was approved by the City and, as of the date SM Page 3 of 15 05/14/2008 H:11,08 -004 & 5 Valley View\Staff Report.doc • • of this staff report, is awaiting recording by the applicant. Five parcels will be consolidated into one with the new development occurring mainly on the new northwest corner. PUBLIC COMMENTS No public comments were received on this proposal. DESIGN REVIEW CRITERIA The project is subject to Board of Architectural (BAR) approval under Tukwila Municipal Code (TMC) Chapter 18.28.070. This project is subject to the design criteria included in Tukwila International Boulevard Design Review Manual. The entire manual is available online at www.ci.tukwila.wa.us /dcd/dcdplan.html. The manual is organized into four sections; covering Site Design, Building Design, Landscape Design, and Signs. Within each section are a number of subject areas. For each subject area, there are one or more Design Criteria by which the BAR will decide whether to approve, condition, or deny a project. The Design Guidelines, which augment each Design Criteria, provide guidance to the project applicant, to City Staff and to the BAR in determining whether the project meets the Design Criteria. The applicant's response to the design review criteria is Attachment A. Below is the staff analysis and response. TUKWILA INTERNATIONAL BOULEVARD DESIGN MANUAL 1. Site Design a) Site Design Concepts 1. Organize site design elements to provide an orderly and easily understood arrangement of buildings, landscaping, and circulation elements that support the functions of the site. Consolidating the corner lot with the existing lots into one lot increases both safety and functionality on the site. Functionally, the site has two areas. From the new garage northward, the site is designed for vehicular circulation through the service area and storage of vehicles in the garages. The service yard was kept free of potential hazards and conflicts including plant material, light poles, and parked vehicles. The ingress /egress gate on S. 148th Street will have a remote control entry to prevent vehicles from idling in the street or on the sidewalk when entering the site. A new egress onto Military Road improves onsite circulation. The new garage building is situated adjacent to the office to allow staff to access the vehicles without crossing the vehicle circulation area. SM Page 4 of 15 05/14/2008 H:UA8 -004 & 5 Valley View\Staff Report.doc Apnci E J • • The southwest corner of the site will remain as parking with slight alterations. The site formerly held public meetings but with the administration building relocated across the street, public meetings are no longer held at this location. Therefore, their parking needs are reduced and meet code as shown on the submitted plans. Parking on the site is consolidated to the southwest corner, a pedestrian path from Military Road to the office has been added, and an employee patio screened with new landscaping will be created along the south side of the site. Three bike racks are added. Two are for employees and located inside the fence between the office and the new garage and a third bike rack is located in front of the office. b) Relationship to Street Front 1. Organize site design elements to create a distinct street edge, and minimize parking between structures and street. 2. Orient at least one building entry to a major public street. The existing office building faces Military Road. The applicant felt that locating the new garage at street edge would defeat the intent of building a garage. Valley View staff would have to walk through the vehicle circulation area and would not have safe access from the office to the vehicles. The site is designed with 12' of perimeter landscape area plus an additional 5' of right -of- way planted with grass. A grass -lined bioswale is included within the 12' perimeter landscape area with shrubs to the interior of the swale and a row of street trees on the exterior of the swale. In addition, a new 6' sidewalk will be built along 5.148`1' Street. Currently, the site is surrounded by an 8' chain link fence with woven plastic slats and topped with 2' of barbed wire. This is an imposing, opaque wall along the street front. The applicant revised the plan to create a more friendly street presence as well as maintain consistency with existing neighborhood character. The plan now shows a 6' black, vinyl coated fence, landscaping, and the use of lighting to allow visual surveillance from the street. The 8' fence and barbed wire will remain on the east side and southeast corner of the site. These are internal sides rather than street frontages. c) Street Corners 1. Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features and /or landscape features. The applicant redesigned the street corner to meet the development guidelines. The fence was cut back and placed at a 45 degree angle to the corner and the sign is located in a planting bed that is over 500 sf in size. The sign will be lit with ground- mounted lighting and is topped with a trellis to closely match the sign at the shared administration building. See attachment E. d) Continuity of Site with Adjacent Sites SM Page 5 of 15 05/14/2008 H:11.08 -004 & 5 Valley View\Staff Report.doc 1 • 1. Maintain visual and functional continuity between the proposed development and adjacent and neighboring properties through setbacks, building massing, circulation and landscaping, where appropriate. The choice of a 6' high chain link fence fronting the property matches the fencing around the adjacent properties. The only property without a similar 6' tall chain link fence is the house directly to the east. There is no proposed change to the 8' fence on the east and southeast sides of the site so there should be no change in impacts to the adjacent single family home. The existing fence and garage on the east and southeast sides of the site do not meet setbacks but the degree of nonconformity is not increased. In the case of the fence, the degree of nonconformity is greatly reduced because the fence on the north and west sides will now meet landscaping and setback requirements. The surrounding land uses already lack visual and functional continuity. There are older single family homes, the large two -story Church by the Side of the Road and four -story Buddhist center, two -story apartment buildings, and Valley View's new shared administrative building. The new garage is 19.5 feet to the roof which is lower than the adjacent two story office building. The garage building is 53 feet long. e) Shared Facilities 1. Incorporate opportunities for joint development of sites where there is potential for common building walls, shared driveways, landscaping, or other shared facilities. Lot consolidation will improve the vehicular circulation on the site. The existing office building, existing garage, and the new garage will appear and function as one development with different functions separated but with shared driveways for similar functions. 1) Site Design for Safety 1. Minimize conflicts between drivers and pedestrians through the siting of structures, location of circulation elements, landscape design, and placement of signs. SM Page 6 of 15 05/14/2008 H: \L08 -004 & 5 Valley View\Staff Report.doc APPIE6\! • 2. Design and site structures to maximize site surveillance opportunities from buildings and public streets. 3. Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. 4. Design landscaping so that long term growth will not interfere with site lighting and surveillance. S. Use durable, high quality materials in site furnishings and features for ease of maintenance. Circulation patterns were improved with the site redesign and the separation of uses between circulation and parking. The addition of an egress point on Military Road will also improve circulation. With no windows on the north side of the office, the office building provides little opportunity for site surveillance. The applicant chose to use a transparent fence and lighting to allow for surveillance from the public streets. The entire site is lit and a lighting plan is included (see attachment C). The landscaping is on the perimeter and will not interfere with lighting. The applicant is also planning to add a video surveillance system for security to the yard. Affordable materials with minimal maintenance costs were chosen for this project. g) Siting and Screening of Service Areas 1. Minimize the visual and aural impacts of service areas such as loading docks, trash and recycling collection points, utility maintenance areas, etc., through site design, landscaping and screening. The storage area of the service yard is located to the east with circulation occurring to the west. To screen the storage area, an existing stand of evergreen arborvitae will remain along the northeast front. The existing fence will be relocated to the interior of the arborvitae and match the new 6' vinyl coated fencing. These mature trees effectively block the storage portion of the site from public view. The paved service yard is open for circulation. Perimeter landscaping helps screen the vehicular circulation area. h) Natural Features and Sensitive Areas 1. Preserve natural features such as existing topography, significant trees or wooded areas, wetlands and /or watercourses and incorporate them into the overall site, where appropriate. 2. Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. 3. Employ site design techniques that take advantage of and /or enhance visual focal points along the corridor, where feasible. Three large, existing trees are retained. The corner of Military Road and S 148th Street is designed as a feature with the chamfered fence, sign placement, landscaping, and lighting. SM Page 7 of 15 05/14/2008 H: \108 -004 & 5 Valley View\Staff Report.doc • • i) Surface Stormwater Detention Facilities 1. Integrate water quality treatment techniques such as biofiltration swales and ponds with overall site design, where possible and appropriate. A biofiltration swale is incorporated along S. 148th Street to filter storm water from the site. Storm water is being handled in environmentally sensitive and sustainable ways. If bids allow, water will also be collected from the garage roof into cisterns and used on site. j) Pedestrian Circulation 1. Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. 2. Provide a paved pedestrian walkway form the public sidewalk(s) to the main entry of developments. 3. Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off-site destinations, where feasible. 4. Support pedestrian movement between properties and from private property to public rights -of -way by providing facilities that traverse natural or man -made barriers, where appropriate. S. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. A pedestrian walkway leads from Military Road to the office and connects the office to the new garage. The main entry to the office building is on Military Road. The City of SeaTac is negotiating with the applicant to collect a fee in lieu of frontage improvements. When frontage improvements are made, they should tie into the pedestrian path on the north side of the parking area. The addition of a sidewalk on S. 148th Street helps link transit routes on Military Road to Tukwila International Boulevard and the park- and -ride lot at Church by the Side of the Road. k) Pedestrian Amenities 1. Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. The addition of a 6' sidewalk along S. 148th Street enhances the pedestrian environment. Replacing the existing storm drainage ditch with a gently sloping, grass -lined bioswale increases the safety and pedestrian- friendliness of this portion of S. 148th Street. 1) Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. 2. Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is SM Page 8 of 15 05/14/2008 H:\L08 -004 & 5 Valley View \Staff Report.doc App-6),0 • • efficient; and /or taking advantage of opportunities for shared driveways. A motivating factor in the redesign of this site is to minimize vehicle and pedestrian conflicts. The separation of uses and locating the garage adjacent to the office keeps pedestrians out of the vehicle travel area. The addition of an egress onto Military Road will facilitate onsite circulation. Remove parking from this north area facilitates equipment movement on the site and minimizes conflicts. m) Parking 1. Minimize the amount of space devoted to parking by taking advantage of shared parking and /or methods for reducing parking demand, where possible. With the reduced parking demand after consolidation of administration functions with Water District 125, excess parking stalls will be removed. The number of remaining parking stalls meets the minimum required per code. The north service yard will no longer be used for parking and vehicles will be housed in the new garage. 2. Building Design a) Architectural Concepts 1. Develop an architectural concept for structures on the site that conveys a cohesive and consistent thematic or stylistic statement, and is responsive to the functional characteristics of the development. 2. Ensure that development on sites with more than one structure employ similar or complementary architectural styles and /or are related in scale, form, color, and use of materials and/or detailing. The new garage matches the existing building's finishes, colors, and materials. The new garage is a metal pole building made from the same materials and will be of comparable scale as the existing garage. b) Architectural Relationships 1. Provide for visual and functional continuity between the proposed development and adjacent and neighboring structures when these structures demonstrate an appropriate level of architectural quality. 2. Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and those located adjacent to residential districts. The existing neighborhood structures do not demonstrate a level of architectural quality worth emulating. The new garage structure is shorter than the adjacent multifamily and commercial buildings. The garage is long, approximately 53 feet in length, but is shorter than the adjacent churches and apartment buildings. c). Building Elements, Details, and Materials SM Page 9 of 15 05/14/2008 H:1L08 -004 & 5 Valley View\Staff Report.doc • • 1. Provide distinctive building corners at street intersections through the use of special architectural elements and detailing, and pedestrian - oriented features where possible. 2. Relate the design and scale of building elements and details to the buildings overall form and massing. 3. Employ architectural details that are appropriate to the architectural character of the building. 4. Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. S. Integrate the design and placement of exterior lighting with the architectural design and materials. The building is a metal garage structure and, as such, does little to enhance the site. It is a utilitarian structure chosen for its maintenance and cost. Using two colors that match the other buildings on the site and adding mullions to the windows create some architectural interest and quality. Exterior lighting is utilitarian and attached to the building and located along the north fence. All lighting is shielded to prevent spill -over into adjacent properties. d) Pedestrian - Oriented Features 1. Provide pedestrian friendly facades on the ground floor of all buildings that face public streets and entry facades that face public parking areas. 2. Provide special treatment for large blank walls that are visible from pedestrian walkways and parking areas. 3. Enhance building entrances through the use of weather protection, landscaping, pedestrian amenities and /or distinctive architectural features. The use of the proposed building is a garage which does not lend itself to include pedestrian- oriented features. However, changing the fencing type of 8' topped with barbed wire to 6' transparent fence and then surrounding it with landscaping greatly enhances the pedestrian environment. The pedestrian walkway is lined with landscaping on the north and mullions were added to the windows of the garage in enhance the design. Staff recommends placing taller trees or shrubs between the windows on this facade to shield pedestrians from the building wall. There is no change to the office building entrance. e) Mechanical Equipment 1. Locate and /or screen roof - mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. There will be no change to the existing configuration. The mechanicals are on the ground and enclosed within a fence. SM Page 10 of 15 05/14/2008 H:\L08 -004 & 5 Valley View\Staff Report.doc AP AO 1 E • 3. Landscape Design a) Landscape Design 1. Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. 2. Develop a landscape design concept that reinforces site design and fulfills the functional requirements of the development, including screening and buffering. 3. Ensure that the landscape design reinforces and complements plantings in the public right -of -way. The sewer district wants to demonstrate, through their landscaping design, a focus on water quality and environmental stewardship. They included mostly native species or drought tolerant species and incorporated a biofiltration swale into the design. If left unmowed, the swale may look overgrown. Grass, instead of lining it with shrubs, will facilitate mowing of the swale. It may be harder to maintain and care for if framed in by bushes. A permanent irrigation plan is planned and, if bids allow, cisterns will also collect rain water from the roof for irrigation purposes. A 17' wide landscape buffer lines the two public fronts while the interior of the site is primarily kept free to allow for vehicle maneuvering. b) Planting Design 1. Select plant materials that reinforce the landscape design concept, and are appropriate to their location in terms of hardiness, maintenance needs, and growth characteristics. 2. Incorporate existing significant trees, wooded areas, and/or vegetation in the planting plan where they contribute to overall landscape design. Three large trees are retained on site and a mature arborvitae hedge remains on the northeast frontage to act as screening. The majority of the plant materials are native species. The bioswale will be designed according to the 1998 King County Surface Water Manual, the version that the City of Tukwila has adopted. 4. Signs a) Signage Concept 1. Provide signage that is integrated with the architectural concept in scale, detailing, use of color and materials, and placement. The sign design is similar to the sign at the joint administration building which links the two sites architecturally. b) Sign Placement 1. Provide signage that is oriented to both pedestrian and motorists in design and placement. SM Page 11 of 15 05/14/2008 H:11-08 -004 & 5 Valley View\Staff Report.doc • • 2. Provide adequate directional signage on site and building identification numbers that are legible from the street. 3. Integrate freestanding signs with the landscaping. Locating the sign on the corner accomplishes this. The sign is around 5' tall. It will be lit and surrounded by landscaping. c) Sign Design 1. Consider both day and night -time viewing in the design, placement, and lighting of signage. 2. Provide durable, high quality materials and finishes for signage. The sign will be lit with ground- mounted lighting. It is wood with a trellis and is architecturally interesting. See attachment E. In addition to the specific criteria of the Board of Architectural Review, proposed development must show consistency with the adopted plans and regulations (TMC 18.100.030). Below are the specific policies from the adopted comprehensive plan that relate to the location of the proposal. COMPREHENSIVE PLAN POLICIES 1. Commercial Areas - Goal 1.7: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth - flowing traffic patterns, are well - maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses ". a) This significant commercial development requires design review (1.7.1). b) This development requires sidewalks (1.7.2). c) The development provides adequate parking and lighting (1.7.3). The application meets all of these goals. 2. General Transportation Corridor — Goal 8.1: "Transportation corridors that are functional, attractive and diverse along their lengths both for the people who live along them, traveling through them and those traveling to visit these areas. a) Improve the pedestrian environment with street improvements that include curbs, sidewalks or trails, and regularly spaced street trees (8.1.1) b) Provide pedestrian pathways between sidewalks and building entrances and between adjacent properties and buildings to ensure that parking lots are not a barrier to pedestrians within commercial areas (8.1.2) SM Page 12 of 15 05/ 4/2008 H: \L08 -004 & 5 Valley View\Staff Report.doc MIME • 1 c) Require mechanical equipment and trash and recycling containers to be incorporated into the overall design of sites and buildings and screened from view (8.1.5). d) Encourage the development of corridor focal points, while ensuring higher- quality design (8.1.8) Curbs, gutters, sidewalks, and street trees will be added along S. 148th Street. A pedestrian path will run between the parking area and the new garage connecting Military Road to the front of the office. Storage and trash remains in the same location at the northeast side of the yard. Mature evergreen arborvitae will remain to screen this area from the street. A new 6' high fence will be constructed to the interior of these trees. The corner is activated with landscaping and an attractive freestanding sign. 3. Pacific Highway Corridor - Goal 8.2: "A Pacific Highway corridor that is an attractive, safe, and profitable place to live, do business, shop, and work, and is a positive reflection of the City as a whole and of the surrounding residential and business community." a) Give priority to pedestrian safety over vehicle safely in street design (8.2.2). b) Improve the street to encourage pedestrians and transit travel, and actively discourage additional lanes in order to protect and enhance the local commercial, residential and pedestrian character (8.2.3). c) Appropriately fence outside storage and sales areas with high - quality materials; limit use, size and location of metal security and other fencing and require concealment with appropriate landscaping (8.2.15). Eliminating the 8' slatted, chain link fence with 2' of barbed wire in favor of a 6' vinyl coated fence surrounded by landscaping will greatly enhance the street presence of the site. The addition of frontage improvements including curb, gutter, and sidewalk along S. 148th Street is an important pedestrian amenity. Including remote gate access also increases pedestrian safely because vehicles will not idle on the sidewalk to access the yard. DESIGN REVIEW CONCLUSIONS The Board of Architectural Review, pursuant to Tukwila Municipal Code (TMC) Section 18.108.040, and upon findings of the fact above, hereby makes the following conclusions under the city's Design Review Criteria (TMC 18.60.050) and Determination of Consistency with Adopted Plans and Regulations for Type 4 approvals (TMC 18.100.030) SM Page 13 of 15 05/14/2008 H:1L08 -004 & 5 Valley View\Staff Reportdoc • • TUKWILA INTERNATIONAL BOULEVARD DESIGN MANUAL 1. Site Design The site is reconfigured to enhance onsite circulation. Parking is consolidated to the southwest corner with the north side of the lot devoted to vehicle circulation and storage. The fence is reduced in height from 8' plus 2' of barbed wire to 6', is located to the interior of the landscaping, and is transparent. Frontage improvements along S. 148th Street create pedestrian amenities and improve the frontage of the site. A pedestrian path from Military Road to the office and locating the garage adjacent to the office improve the onsite pedestrian environment. Using a remote control to open the gates keeps vehicles from idling on the sidewalk. Rather than screen the site and use physically and visually impenetrable design features for security, the applicant chose to create a site the is visually accessible. The fence is transparent and the site is well lit which allows for surveillance from the street and community. The corner is chamfered and activated by locating the sign here. 2. Building Design The current neighborhood architecture is uninspiring and not worth emulating. The garage building is utilitarian and low- maintenance but serves its purpose as a garage very well. The new garage matches the colors, finishes and materials of the existing buildings. The choice of cisterns, if bids allow, is architecturally interesting as well as being an environmentally sustainable feature. 3. Landscape Design The landscape architect uses mostly drought- tolerant and native plants. The perimeter landscaping meets code; the interior circulation area does not require landscaping and the applicant did not want to include anything that could be a hazard for onsite circulation. Adding a bioswale to the site incorporates environmentally sensitive features as well as meets one of the goals of the Tukwila International Boulevard Design Guidelines. Adding taller evergreen trees or shrubs between the garage windows will break up and hide that building facade along the pedestrian path. 4. Signs Locating the sign at the corner of Military Road and S. 148th Street activates the street corner. The proposed sign is an attractive wooden design, ground -lit, and a wooden arbor across the top. The sign also matches the design of the current sign at the joint administration building on S. 148th St. COMPREHENSIVE PLAN GUIDELINES. 1. Commercial Areas Goal The project includes adequate landscaping, lighting, and sidewalks. SM Page 14 of 15 H: \L08 -004 & 5 Valley View\Staff Report.doc 05/14/2008 App r 1 • • 2. General Transportation Corridor Curbs, gutters, and sidewalks are included along S. 148th St. A pedestrian path links Military Road to the front of the office. There is no change to the existing trash, recycling, and mechanicals. The comer is treated as an element with landscaping, the chamfered fence line, and the freestanding sign. 3. Pacific Highway Corridor Half -width street improvements, including curb, gutter, and sidewalk are included in this proposal. Both the addition of a sidewalk, the creation of a bioswale, and the elimination of the drainage ditch are welcome pedestrian improvements. The current imposing fence will be replaced with a 6' high transparent fence. The storage portion of the yard will be screened with existing mature evergreen trees with the new fence relocated to the interior of the landscaping. RECOMMENDATIONS Staff recommends approval of the new site plan and garage for Valley View Sewer District subject to the following condition: 1. Prior to issuance of building permits, revise the landscape plan to show taller trees or shrubs along the south side of the garage. INFORMATIONAL ITEMS 1. Per TMC 11.20.150, maintenance of plantings within the public right -of -way adjacent to the property is the responsibility of the property owner. 2. Per TMC 18.52.030, the landscaping needs to achieve 90% coverage in 3 years. 3. Follow the City of SeaTac's requirements for frontage improvements along Military Road. SM Page 15 of 15 05/14/2008 H:1L08 -004 & 5 Valley View\Staff Report.doc • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd Tukwila, WA 98188 • RE: Written discussion of Project Consistency with decision criteria (Item 11 of Application Checklist) To City Staff: Following is a discussion of Valley View Sewer District's "MINOR REMODEL & NEW GARAGE PROJECT" design criteria compliance as required by TMC 18.60.30 and 18.60.050(A) for commercial developments; followed by criteria per 18.60.060(C) for projects falling in the Tukwila International Boulevard Corridor. Format will follow criteria as listed on the Application checklist. 18.60.050(A) 1) RELATIONSHIP OF STRUCTURE TO SITE a) The site has been planned to comply with all required Codes. This includes setbacks, landscape buffers, and pedestrian access. Please see A -1.0 Site Plan, and L -1 Landscape Plan. b) Parking and service areas have been located at the rear of the site to the extent possible, screened by the buildings, fencing and landscaping. Public parking is required to be located at the front of the building due to site restraints; but has been kept to a minimum size. c) The building height and scale are well below what is allowed in this zone. The new • building is a single story structure that relates to the scale of the site. 2) RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA a) Harmony of texture, line and masses has been maintained. Please see A -3.0 and the color perspectives of the project. b) Appropriate landscaping has been designed at each required buffer along the street frontage and side yards. Please see L -1 Landscape Plan. c) The project is a public building and has been designed to be consistent with the existing office building and to enhance the neighborhood character to the extent feasible. d) Vehicular and pedestrian circulation has been designed for safety, efficiency and convenience. An administrative variance will be obtained to allow for two driveway entrances to achieve this goal. Pedestrian walkways are provided to access all portions of the facility. e) On -site vehicle circulation is compatible with street circulation. All required frontage improvements are planned. Please see Civil Plans. 3) LANDSCAPE AND SITE TREATMENT a) Existing topographical patterns will be maintained. The site is relatively flat, which enhances the utility of the site. b) All grades of walks and parking comply with ADA codes and will promote safety and an inviting and stable environment. c) Landscaping is designed to act as buffers, screens and to provide shade. n D D D�(1 D Page & Beard Architects, PS Page 1 of Attachment A • VALLEY VIEW SEW R DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter d) All landscaping is protected from injury with curbs, walkways and by providing clear pathways for pedestrian and vehicular traffic. e) Planting space is limited on this small site, so shrubs and trees have been planted in paved areas as required and to the extent possible. f) The areas of material storage, dumpsters /recycling, etc will be screened by a combination of solid walls, fences, and landscaping that will provide screening year round. g) Screening fences will be used wherever planting cannot accomplish the required screening. h) Site lighting is designed to minimize impacts to all adjoining properties by shielding. The lighting will enhance the building, landscaping as well as safety and security. 4) BUILDING DESIGN a) The architectural style of the project is simple and subdued and takes cues from the adjacent existing buildings. The goal is high quality, low maintenance and longevity of materials. Materials used will be similar to adjacent existing buildings. b) The building is appropriately scaled and is in harmony with the permanent neighboring developments. c) All building components have good proportions and relationships to one another. Please see A -3.0 and renderings. d) Colors are harmonious with the existing structures. e) Mechanical equipment is ground mounted where possible and screened. f) All exterior lighting has been designed as part of the overall architectural concept. Please see Electrical Site Plan for layout. g) Effort has been expended to avoid monotonous design. Even though the design is symmetrical and efficient, a variety of forms, shapes and materials have been incorporated for variety and visual interest. 5) MISCELLLANEOUS STRUCTURES AND STREET FURNITURE a) A roof canopy is planned to create a connection between new and existing structures. No street furniture is planned due to the fact that this is a public utility "operations" facility and pedestrian traffic is not anticipated at this site. b) Lighting meets the guidelines applicable to the site and buildings. 6) CONSISTENCY WITH ADOPTED PLANS AND REGULATIONS (TMC 18.100.030) a) ALL COMMERCIAL AREAS i) GOAL 1.7 "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are un- congested with smooth - flowing traffic patterns, are well- maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses ". (1) The project complies with all City of Tukwila Codes and ordinances, as well as ADA and IBC requirements. The Project is designed to meet the desires of Goal 1.7 as stated in the description above. (2) Entire site is to be screened from adjacent sites and the street. (3) Adequate parking and lighting are provided. (4) N/A (5) N/A Page & Beard Architects, PS Page 2 o ,so r� VALLEY VIEW SEW R DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter b) PUBLIC FACILITIES / UTILITIES / STREETS i) GOAL "Goals for the design of these improvements are scattered throughout the various sub area components of the Tukwila Comprehensive Plan and no goal appropriately summarizes the City's position. Specific policies are presented below ". (1) The District is conscientious of producing the best design possible, while at the same time being considerate to their rate payers by maintaining a modest budget. (2) The District has consolidated its operation on this site by purchasing the adjacent sites. It has shared its administration facility with KC WD 125 on So 148th Street, thus allowing the operations to remain on the current site. (3) N/A (4) N/A (5) N/A (6) N/A (7) N/A 18.60.060(C) 1) SITE DESIGN a) Site Design Concept 1) Site has been designed in a functional and orderly manner as required by the District's program. Building arrangement, landscaping and circulation are all elements considered. b) Relationship to Street Front 1) Parking has been minimized, the District's utility vehicle parking is in the garage structures. The existing conditions required the existing parking lot to remain between the street and the existing building. 2) The one public entrance is oriented towards the street. c) Street Corners 1) The street corner will be a landscaped feature. There is no public access available at the corner. d) Continuity of Site with adjacent sites 1) All setbacks and required landscaping will be provided. The screening fence is planned to be located on the "property" side of the buffer, thus allowing the adjacent properties and public to view the landscape buffers. e) Shared Facilities 1) The District has previously endeavored to share a site just down the street on South 148th with WD 125 for their "administration functions, thus allowing the "operations" portion of their facility to consolidate on the existing site without splitting onto more than one site. f) Site Design for Safety 1) Vehicular and pedestrian circulation has been designed for safety, efficiency and convenience. An administrative variance will be requested to allow for two driveway entrances to achieve this goal. Pedestrian walkways are provided to access all public portions of the facility. 2) Setbacks have been maintained and /or exceeded to maximize surveillance opportunities from buildings and public streets. Page & Beard Architects, PS Page 3 • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter • 3) Adequate lighting has been provided as allowed by the WSEC. 4) Landscape design has taken into account Tong -term impacts of growth. Maintenance will also be provided as needed. 5) Durable site furnishings and features are planned. Ease of maintenance is important to the District. g) Siting and Screening of Service Areas 1) The entire site will be screened to minimize the visual impact of the operations facility (which is the entire site). An administrative variance is requested to allow the 8' screen fence to be located at the backside of the landscape buffer. h) Natural Features and Sensitive Areas 1) Existing topography will be maintained except for minor regarding for storm drainage purposes. The existing trees will be preserved to the extent possible; two existing deciduous trees must be removed for circulation of the District's vehicles. 2) N/A 3) The landscape buffers and street trees will enhance the visual focal points of the corridor. i) Surface Stormwater Detention facilities. 1) The "bioswale" will be integrated with the landscape design. The detention will be underground. See the Civil & Landscape Drawings attached. j) Pedestrian Circulation 1) Paved walkways connect all public buildings and entries. 2) A paved walkway is provided from the buildings to the public way on the main frontage. A second pedestrian access from 148th will not be provided because it leads through the operations yard and would be dangerous and unnecessary. 3) N/A 4) Frontage improvements as required shall support pedestrian movement between properties. Requirements are different for Tukwila and SeaTac. 5) N/A k) Pedestrian Amenities 1) Not possible or desired for this use. I) Vehicular Circulation 1) All public circulation will be contained in the public lot. Walkways are provided to reduce conflicts. 2) Except for the building footprints, landscaping and the public parking lot, the entire facility is devoted to site circulation for the District's maintenance vehicles. There are no opportunities for shared driveways. To enhance vehicular circulation on the site, a second access to Military Road is requested from the City of SeaTac. If not allowed, then only one access point will serve the Maintenance yard from 148th m) Parking 1) Parking is as minimal as CODE allows. 2) Building Design a) Architectural Concepts 1) The design concept attempts to convey a cohesive and consistent statement through materials and color. The concept is functionality and utilitarian. 2) The new building employs similar materials and colors as the two existing site structures. Page & Beard Architects, PS Page 4 of A3 3 p yp),) • • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter b) Architectural Relationships 1) The adjacent and neighboring structures do not demonstrate an appropriate and /or consistent level of architectural quality to be relevant to this project. 2) The new structure is a single story building. Apparent scale is not an issue. c) Building Elements, Details and Materials 1) N/A 2) Building design and scale of elements relate to the overall form and massing. Additional cost is incurred to provide a contrasting "base" to this otherwise utilitarian structure. 3) The details are appropriate to the type of building. 4) The building is a pre - engineered metal structure of high quality materials and finishes, is low maintenance with considerable longevity. 5) Lighting is functional and symmetrical. d) Pedestrian Oriented Features 1) The new building utilizes fenestration, various siding types and color to enhance interest of the public facade. 2) These treatments are to break up an otherwise blank facade. 3) The entry to the new building is private, but is enhanced by a canopy and landscaping. e) Mechanical Equipment 1) One garage exhaust fan will be located on the opposite side of the public facade. 2) Utility equipment is existing. 3) Landscape Design a) See the Landscape Plans. All criteria required will be met. Three of the five existing mature trees will be saved and utilized in the plan. The District is interested in drought tolerant, low maintenance landscaping design and desires the planting to be appropriate for the intended purposes of buffers, screening and making an aesthetic statement. 4) Signs a) No new signage is planned. The District's existing monument sign requires relocation to allow for the driveway relocation. It will be oriented for pedestrians and motorists. The existing building signage will remain unchanged. A building designation may be required for the new building. 5) See 6 above. Page & Beard Architects, PS Page 5 �L -6p0) n LUMINAIRE SCHEDULE W Symbol Label Oly Catalog Number Description Lamp File Lumens LLF Watts Ci Fl 3 LSI: PTHS- FT- 320 - Small Pa0lot. Dlewat PSMH F-MT-HSS P65 toff HI er. IESNA Full BKA -BO-Md Wypbll_Hlpppetr�iaamwce icy Embeaea Corcrate Randy. &Matt Concrete SER- 6X70( -)0(% 6 Meter Pole. I- MS320//PS/BU -HOR PTH6FT32O PSMH -F- HSS.IES H -F- 30000 0.65 368 • F2 1 LSI: P1HS- 3- 320 - Sma1 Patriot. Discos/ PSMH F- MT-HSS IP65 Housing. IESNA Full BM-BO-RA-8 Cuba HI Performance Color / 4RPBO Type 111 Op1Ioc Dark Sky 0100 22 S Cola Friendly. Em9eb Connate 6 Meter Pete. I-MS320/PSBU -HOR PTHS3- 320 - PSMH - HSS.IES 30000 0.65 368 F3 16 LSI: PTWS FT 175 Small Patriot Wed Mil F MT- XXX- CoIc.Soono.. Discos! IP65 Housing IESNA Full Cutoff. FS Performance Type IV Optics. 1- M175NAAED PTWS -FT -175- MHF.IES 12800 0.65 218 F3A 5 LSI: PTWS FT 100 Small Patriot Wall MH F MT- XXX- ColorSoo cs. Discos11P65 Housing. IESNA Full Cutoff. W Performance Type IV Optics. 1- M100N8dED PTWS -FT -176 MH -F.IES 8500 0.65 125 000 '00 °00 °0.0 '01 °0 0 '0 0 100.75' '21 'a o '31 °01 '01 939 '00 'o 0 �, 001 STATISTICS Description Symbol Avg Mao Min MaolUin AvWMIn Horizontal Calc 02 Grade ] 1.01c 10.4 lc 0.01c N / A N / A �o coo 00. '0 0 13 11n._YtG• PORTABLE '2' '23 019 012 03 '39 037 '07 '01 '07 '09 '0.8 007 '07 '15 '28 °32 21 S+ °27 °22 028 023 '22 111111111 II�UILDI NG B - NEW Ik EHICLE STORAGE '09 '03 '121 'O6 '32 '13 1,000 sq ft 7) S ALL '19 '220 00 BLDG C- EXIST SHOP z,1 SF ,t.QiRCVERAGE '00 °p1 3► 0 �. ' 00 ? 9 Y ;: � �i► F_ � O O L,J s a e ✓r�i!4i't'e!a�.I '/•ai!a +�rr�i!e•' /.ri!cl.�.lel. 4iCYa,. _ '0 1 00, '02 '0 7 '13 '15 �5 '03 '04 '08 '08 '06 '23 'o "os '12 °00 S1 1 I1 VALLEY VIEW Designer Brendan McBride Date Jan 24 2008 Scale 1 " =12' Dr FA A, , ' 2 08 LLu';' • r Attachment C as $b..t Perking km. Dimas tra ,LC 11260.O40 A g C o 1 r Pm.. mow 1r14N NM e.rrM ay. Waal o , 4• 11.10140 i.�a. •2 *2 .01. 2 • imam I • as r as 12 a a a kr a a' a r a r r WI • 23 sr a 175 a n in 11 w no a a a .r 0 a a 4r 42 Y a •r a a r r U • IS 1> 122 a a OA US a a a a a a ar a 117 12.4 Aar au a a Sr a a a sr r 13 • as tr a a 21 WT as a 1 3 ar •s a4 M CUP OS a W r a a a we r as • as K a a a M a a a r as 2 12 Sr a a a 0 a a a •110=11.00 w Crum W mica anode NW (1000 mom 410110 Cava Cr 0•001 q•4211•40•0440004spn span L Om �g1i Wp,Q 1 aeels, Owe 1 4r10110 J STALL LAYOUTS O 148TH FRONTAGE M2DJEMTNTS SEE CIVL FREasrAtmraAw Per GROUND CND IONS-SEE ELEC SIGN 6 NIC n ,.•Oesf OR GRAI 1110.1117.00 WL F01620114 ♦ s:*. ice �� -4,4r; �� err.. sr NEW CONTOUR LIFE, TYP. SEE OWL FOR GRADING NEW NOTCR OPERATED CANTILEVERED RQLNG GATE (EGRESS ONLY) op7 -3r. A. � .-�a �. 1 EAST LP STORAGE TAN( TO REIGN oast r CIA BOLLARDS TO PEMAN EAST COrC •ECOLOGY' BLOCKS TO REMAIN EAST PORTABLE 9m TO REMAIN FEW MOTOR OPERATED wmEVOBD POLLING GATE (VICELESS REMOTE & PEDESTAL vim KEYPAD CRNROLS) TREES r 30 MC. r TYPE) BUFFER. SEE LANDSCAPE PLANS FOR AC11ML LAYOUT & ADD REGt1415 NEW s TALL 04214541 SECU PTY FENCE VI/ MAO( /t� VNN FABRIC. P ▪ Cum, TYP. 1210 ALT a 1: RAINWATER 051ERN5 (3) 1• cow wALKwAY w/ 1198 *0081 F'RL9L TYP. A550.E) R BT,TN BLDG A6B NEW TIP. s TALL 0421&6 SECU2TY RELOCATED RAGMDLE W/ FENCE 1 /M1Nf.ATE NEW LON FUTURE-SEE 314. zr't N 1G _ 3— I ��I BIR KT ONG 13 kW VENE GE91REING k' y y ' 1/ ,Uri■r■_B!�■■■■■BI■INI■IAgb ■. (,) :� �: cad■ 1339 111111111111 NEW COD ORB, TYP. L _ _� ✓r sacs =»�e p r�� z/fri.,.."7- iiii :m NEW C01C WALKWAY ESIENSok TREES. 20 OC P TYPE r SUFFER 9:.E LANDSCAPE PLANS NEW 1YP 6 TAU TARNOW FENCE /IL.V,CENT 201E RC 11017 - EX r TAU (HANLON SECURITY FENCE. 11P. SITE PLAN N SCALE: I' = 20 PROJECT INFORMATION PROJECT ADDRESS: TAX PARCEL NO. LEGAL DESCRIPTION; AUTHORITY HAVING JURISDICTION (AHJ)' OTHER PERMITS 108.004 PRE- APPUCAT6)N a: PRE -07 4321 MUP /AAUP it 14816 Military Road S0. Tukwila, Was1Wngtm, 98168 004100-0083: 0088; 0089 LOT 4, BLK 2, OF FIRST ADDITION TO ADAMS HONE TRACTS. ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50. IN 0NG COUNTY, WASH; EXC THE EAST 60 FT; EXC THE NORTH 1017601 RECONVEYED TO KONG COUNTY FOR ROAD. CRY OF TUKWILA OWNER: VALLEY VIEW SEWER (206) 242 -3236 IITRICT ARCHITECT; PAGE 6 BEARD (425) 827.7850 ARCHITECTS era rT RAL CABLE ENGINEERS. (425) 828-4200 ENGINEER' NC cool_ ENGINEER. PACE ENGINEERS (425) 827 -2014 SURVEYOR' PACE ENGINEERS (425) 827 -2014 ELECTRICAL ENGINEER. AWA ELECTRICAL (425) 775 -1799 CONSULTANTS, INC Fs CONSULTING (206) 622 -3321 ENGINEERS LAUGHLIN BETHUNE (425) 432 -9877 LANDSCAPE CITY OF TUKWILA (206) 575-4404 K.C. WD a 125 (206) 242 -9547 VALLEY VIEW SD (206) 242 -3236 MEOIANCAL ENGINEER. LANDSCAPE ARCHITECT' FIRE DISTRICT' WATER DISTRICT. SEWER DISTRICT. BUILDING INFORMATION CONSTRUCTION TYPE' EXIST BUILDING* BUILDING 8 EXIST BUILDING C V$ V$ SPRINKLER SYSTEk NO NO FIRE ALARM: YES YES STANDPIPE: NO NO 000$'ANCY GRQ25: B. 5-2 U U$0 Public Uttity Opaanons & Yard (18.24.020,33,6 46) BURDNG CODES: 2006 BC, 2006 WAC 51 -50, 51 -11, 51 -13 ENERGY CODE & 2006 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE COMYLNNCE OPTIONS: (REFER TO ENERGY NOTES ON A-0-0) V$ NO YES NO B, 0-2 PROPOSED BUILDING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND - BUILDING A 2690 0 2690 SECOND - BUILDING A 1340 0 1340 TOTAL BUILDING A 4030 0 4030 GROUND - BUILDING B 0 2850 2850 SECOND- BUILDING B 0 0 TOTAL BUILDING 8 2850 2850 GROUND- BUILDING C SECOND-BUILDING C 2352 0 g 2352 0 TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE 2352 0 306 2352 306 8198 'ALLOWABLE BLDG SIZE -NEW BLDG 8: PER IBC TABLE 503 GROUP Lk 5,500 SF (TABLE 503) 3,000 SF (IBC 406.12', USE 406.12 OCCUPANCY TYPE EX. BLDG. A: GARAGE OFFICE TOTAL OCCUPANCY: 1 FACTOR (1 /'X' SF) (AREA (SF) 200 1160 100 2870 NEW BLDG B: GARAGE 200 TOTAL OCCUPANCY: 2850 IOCCUPANCY LOAD 5.8 28.7 35 14.25 SITE & ZONING INFORMATION 14 PROJECT ADDRESS; 14816 Military Rood 5o. Tukwila, Washington. 98168 TAX PARCEL NP 004100-0083: 0088; 0089 LEGAL DESCRIPTION' SEE 'PROJECT INFORMATION' ABOVE 201N - RC- Regional Commercial LOT 5)20 AND COVERAGE' LOT AREA ALLOWABLE LOT COVERAGE: N/A NON -PERS (ROOF AREA): PL3S (ROOF AREA): PGIS (DRIVEWAY, PARYJNG): NON -PISS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL POTS USE QAS561CAT10N: Public Utility 000anons & Yard 48,884 6198 2504 31940 1124 BUILDING SETBAO(S: Tukwila Municipal Code 18.24.080 Front: 20 feet Second Gant 10 feet Side: 10 feet No yard's within 50' of LOR, MDR. HDR Rear. 10 feet No yard is within 50' of LOR. MDR. HDR BUILDING HEIGHT Tukwila Municipal Code 18.24.080 Max. allowable height 3 stones or 35 feet Additional height N/A REO'D LANDSCAPING; Tukwila Municipal Code 1824.080 Fran: (0 feet: Type I Second front 10 feet: Type I Side: 5 feet Type II No yard k within 50' of CDR. MDR. HDR Rear. nano No yard is within 50' of CDR, MDR, HOR Parking Lot Per Design Reeiew regmnts PARKING STALL 5¢ES: Tukwila Municipal Code Fiume 18-6 L ag. 9' 6 9.5' X 19 24' 2-way aisle O 90' Medam: 8.5' x 19' 25' 2-way aisle @ 90' Dan13xT• 8' x 16' 25' 2-way aisle O 90' 30% max Loading bath (1140 10' x 30' 18.56.060): PARKING REOUIRED• Tukwila Mnopal Code 18.24.080 6 Figure 18-7 Ofhce roe: 3/1000 SF 2870 Warehousing: 1/2000 5F 6362 Total Parting req'd: Parking Provided: Loading berth(5) req'di 1 loading berth 3,000 - 100,000 SF Bicyde Parking req'd: 1 / 50 stalk; 2 min 41766 34444 A 12 14 2 ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.627.7850 FAX: 425.827.7014 IM:OOPA1EOCCEARD.0011 uJ 11J Q w C7 cc ce W 'Q^ W Z • / 0 Q W 8 O 2 W LCti J o Q z O co V1 LO • CO O 0) CC Q N LO 5' CO 1— cr- PERMIT SET JOB NO: 07.15 DATE: 4/24/2908 REVISIONS: & u, voa 11004 PEN 07■crn9 03....77:9 WV ZVINORECT ft71 XOTIONS TO MS /MOST 0111•111 CEMIK.ff CV TM MOS. •• 011.013 171C07 Mal NOW•23.1111611•1114 5329 REGISTERED C}OTECT 1IIQ; ] SHEET A -1 Attachment B 1 cad S. 148TH STREET I11WiN} :0,4i0- 0411%,01K .Y,c VITAE. xHEDGE. ' " -Llrr�%IPrrrrr� PRegyVEAM PROTECT. 2A• Doug Fir 1 K PLAN' MATERIAL TO REMAIN- PRESERVE AND PROTECT. ADD 2" DEPTH MULCH PER SPECS ERM ♦0-0' LANDSCAPE PLANTING PLAN f OLL 10' 20' 40' SCALE: 1 " =20' -0 " 80' 4` NORTH BASE MAP FROM PAGE AND BEARD ARCHITECTS. KIRKLAND, WA. NOTE: ALL TREES IN LAWN TO 11.4 Sa" DIAMETER TREE RING W 2" DEPI'li MULCH PER SP TEMPORARY WATER RAS 4' BERM, FOR FIRST YEA AFTER INSTAILATIO 2' MULCH LAYER AFTER SETTLEM FIN 811 GRAD TREE STAKES: TREES 2• CAL OR GREATER. 3STAKES PER TREE TREES 1 3/4" CAL OR SMALLER. 2 STAKES PER TREE NEW TREE TREE TIES U2• RUBBER HOSE W012 GALV. WIRE (DOUBLE STRAND TWISTED) 3- LODGE POLE PINE STAKES - T LONG 1..0UALLV SPACED AROUND TREE. 2' MINIMUM BELOW GRADE STAKE. DEPTH TREE WRAP SECURE W /CLOTH TAPE TAPE UP TO BRANCH STRUCTURE ET TREE AT ORIGINAL DEPTH 2' ABOVE FINISHED GRADE RIP BURLAP AND TIES BACK 7310011 BALL CROWN IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF RODTBALL MINIMUM 12• TOPSOIL AROUND ROOTBALL DETAIL: TREE PLANTING NO SCALE TWIST WIRE UNTIL TAU STAKE 3 SIDES 2s2s24 HARDWOOD OR CEDAR STAK NOTE: INCLUDE TEMPORARY WA BASIN, 4" BERM FOR FIRST YEAR AFTER INSTALL 4414 entlllllllllllllllllll' %a EXCAVATE 2.1/2 TIMES DIAMETER OF ROOT BA FENCE PER ARCHITECT Gl1Y SPACING TREE TIES 1/2' RUBBER 1116E W/ 12 GAUGE WIRE (GALV.) _i A POSMON ROOT CROWN 12" ABOVE FINISH GRD. 2• MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPEC.) FINISH GRADE REMOVE TOP THIRD OF BURLAP FROM BALL PLANTING SOIL MIX IAS SPEC.) BACKFILL EXISTING SUBGRADE DETAIL: CONIFER PLANTING NO SCALE 5011. MIL 4. PLANT MATERIAL LEGEND * Indicates Daogbt TaleneI Plant Material 11 Native Northwest Plant Material Aiwa. Common Name Ow. * APA =limn Purple Aah * BHM Barba Map. EGA Emerald Green Arborvitae * HWJ Hollywood Juniper KFC Kwon Flowering Cherry * JMB J.cgnemonl0 Birth * PSM PAdlk Su.sst Maple shrub. DVD * EOUN * NBJH * NZF m* OG OLL * ORR •* ROD * RFC * SBV * SLP m* SNB * WRR David Viburnum Burning Binh Northern Beatty Jpaane Bally New Zealand Flax O.egoo Gape Otto Layken laurel Orchid Rod( Rose Red Osier Dogwood Rd Flowering Currant Spring Bouquet Viburnum Spire, Little Princes Stow Berry WMtr Rock Rose symbols/ground avers * BF Blue Face * DLY Day !My * JFG Japanese Foal Grin taw 68MUB r MIR.CB Botanical Name Mahan americana •Autumn Purple • Aar 'arum •Bowh,II' 1b.JA ocekk.ndW • Emeald Green" Juniper=eitinenda •Tomb'' Prunus se ,dam "Kansan" Beth •JacquemonW• Aar =nun •Palk Sm et• Viburnum davldtl Emnymas al= 'Compact.' Ikx cream "Northern Beauty" Para== teas • Aubopurpmem• Mabmie squall= Prunus =roars= •Otto Layken • Cy= =pure= Canos stalonlfea Ribes sanguine= Viburnum tan "Spring Basques' Sidra Japonica ' Little Princess' Symphorkarpm alas Claw hybrids Fest= ow= •Glance Hemeraal60 'Stella de Orra' Hakoeeahlua =era •Aureola• CRS Creeping Strawberry Rubs, penmlo1ua SAL SAW Gautlheria sh.Bo. Sla 1 1/2" raL/B&B, Matched at 6' branching 1 1/2• cal/B&B, MaIcbed al b• branching 6'hp3B&B 1' hgL/B&B 1 1/2' cal./B&B, Matched at 6' =aching 1 1/2" at/B&B 1 1/2• al.M&B, Mate0ed at 6' i anmblos I8• hglJconr. I8• hgUeonL ID' hgucont. Matched 18• hgt/eom. 1E• 0Ueont 18• hgL, 11•-21• width/B&B, Matched 18. 1g*cont. 18" hgt ant 18" hgUant 1E• Intact 18' hgUanl. 18• h00/0.t. 18• nia.L 1 gWeont a118. see al Mag.lar st aehq 1 gWanL at 18' a at laagn ar spacing 1 gaLkon1 at 1E• a at triangular spacing 1 gWoon1 at 18" ne at tN•ng.1.r spacing 4" pots at 18" an: at trmngdar spacing LAWN Sod from Country Green •Perfect Green": Olympia, WA With alternate hid for bydraad with •Fine Lawn Rapld-Gro Lawu• from Briar Group Inc. After 11741 .4 bum has established. landscape Contractor to curt sndgb edge between lawn and =deb beds Remove all over spray from ;• re seed from um= planter beds. d - -.. of debris offsite. BIOSWALE 000. . gras .. x per County 199E Surface Water Design Manual •Mix 1 ". Blomaie to be graded, .mended and planted per Khg County 199E Surface Water Design Manual: Section 6.3.1.2 Design Criteria. SITE SP CIFIC NOTES 0 SIGN. Sign by owner mode, eepaate permit. O FENCE AND GATES. Per Architect Ir WK. DETAIL: SHRUB PLANTING SAUCER B&B PLANT: REMOVE BURLAP! TIPS 84014 TOP OF ROOT BALL SWALE. Biosaale grass nth per King County 199E Surface Water Design Manual • MN 1'. Biswak to be graded, amended and Manta per Ki.g County 1990 Surface Water Design Manual: Section 6312 Design C 0 TREES IN LAWN. All bees in Mom to have 2'4• diameter mulch ring, 2• depth al base of the Ina. Tree stake to be pbeed In the mukh ring. Maki per spec 0 GRAVEL SHOULDER. Verity rod edge and driveway locations. Rake:moo/h. remove all debt greater than 1' In diameter from she. Refresh pawl shoulder with 5/8" abs erased compacted gavel, minimum 4• depth. LANDSCAPE CONSTRUCTION NOTES 1. Owner to secure all necessary permits per City of 1.11.110 reg1reme.h 2. AB work performed shad cola= w0h the CIty a Tukwila Landscape and irrigation requirements, codes and 3. Lode, protect and sad disruption ofd above and below grade utilities and she fames prior to castration. Contractor b nuposmk for any resulting damages during construction Call before you dig al 1 (800)424-5555. 4. landscape Contractor to maintain site until Final Acceptance. Work to Include weeding .0 beds, mowing lawn, and removing debris from die. 5. Hold a0 phut material minimum 3,0' away from banding to allow for plant growth and matakna0te mend plant makrlaL 6. Clean =grade by removing all undesirable vegetation including grasses, weeds, ishabeees, notch broom and poplar seedlings Including roots. lave =grade In landscape areas minimum 9" below paving In shrub beds and 5" below paving in ha areas Remove all dash from site. 7. Provide minim/air depth 60-40 as from Puget Sad Tops] (253) 833 -1374 M all shrub be4 Scarify 11pde by rom1ID6g and add topsoil on surface. Add additional topsoil as needed to contour shrub beds Including required berms. S. Provide nabs= 4" depth 60.40 ads from Puget Sound Topsoil (253) 8334374 in all law. Ids Scarify cubpade by raotBBig and add Iopa1 on mace. Add additional topsoil as needed to amour and level lawns. Hydroseed with •Fine Lawn• Rapid Grow lawn from Country Green. In.. with alternate bid for sod from Comb? Green Tally Supreme from Olympia, W A. 9. After Incas= lawn ben become established, Landscape Contractor to ea sleight edge between lawn and mules planter tads AD law. Irrigalon bads to be I. lawn areas, cabala 3• and nab =gallon beads to be In shrub plantmc 10. Provide midm.m 2• depth floe blend hm-Ib mukh to all planting beds Mukb from Sawdust Supply. Kent, Washington FIB W planting beds and law. arts 10 Nmb I. of top of MI curs and walks Skye all planb.g beds and lawn .roes to drain 11. Provide one (1) year warranty for all plant material and workmanship. 12. Very all quantities shown on the plant Iit.d pima. If discrepancies exist between tbe gape" representation and the numeric tondo, the graphic rep snhtl. shad ruin 13. All plant mate.= to be specimen quality with fall, symmetrical trunk and triage, unless olberwbe .lad. Fertilise all pl.ntlmp with •Osmaale 17 -7 -12" plant grannies by Sat. install 2 cups per tree larger than 3', 1 rep per tree less than 3 ". 1/2 cop per 5 gaL. IN per 2 and I p1., 1/E cup per 6' and 4" poR Race at Lose of plain after mukh ea been =ailed. 14. Inure proper drainage 02.0 planting boa prior to Insta0l.g plant sonata. If patting boles do eat drain or If bevy day mlb.re evident moat hdsrape &abb & 15. HO all planting beds and lawn area to within 1" of top of curs and walks Berm all planing beds and lawn areas to dab. IC Aspe.O to be removed 3' from bebid =odad cure in planting beds after paving h c.mpkted and before plant material is Installed CONTAINER RANI: SCARIFY SIDE OF ROO77MIL COMPACTEDSO0. 1m[ SUR MAD= NO SCALE 0 0 i 0 0 0 DETAIL GROUND COVER PLANTING NO SCALE FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Hoz 1442 Maple VROey,Washingtoo 98038 phone: (425) 432.98'77 fax: (425) 432-9878 o-ma0 : Iaueb®bethnneasaodatn.eom www.belbmeasodateaeom STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT uu N & ETJIVNS CERTIFICATE N0. 462 REVISIONS t�Revised per Stacy MacGregor. Asst. Planner. City of Tukwila E04145/06/08 LRBA/LJL-05/07/08 VALLEY VIEW SEWER DISTRICT 14816 MILITARY ROAD SE TUKWILA, WASHINGTON LANDSCAPE PLANTING PLAN r ildrilign SCALEI 1 "-0C-0" DATE: 0U25/0E DRAWN: 1.21 CBE: IJRB COPYRIGHT 2008 SHEET L 2.0 NEW SHELLED CITE REHIRES TO REFUGE EXISTING. TYP. SEE ELEC PLANS FOR KO - NEW FA 14TAIE WALL LOUVER -SEE M04. BOXER DESIGN TO FINALIZE 517E AND TLO1D NEW REIFF WALL LOINE0 -SEE MECH. B W R DESIGN TO FNAERE 5ZE A10 NO WORK TO BLDG •A• EXTERIOR EXCEPT AS NOTED. NEW STL COWLING FLARED INTO EX SONG TO WEATHERPROOF FEW SNORT WALL FEIETRATXILA -SEE ELL{ EAST DEN & ENCLOSURE NEW INAC w RIOTS B EYOND -SEE 6001 NEW BRIE RADLS (2) IIILHhI PIIINIIIIEIngrpmit... •ii r r 1 EX DS .L EX DATA/CD4 511140 NEW 6 WORM( 5EOAET5 FEND & GATE YI/ BlAO: if VINYL SATED FABRIC ® i 40' 20' -11 3/4' a !_I 0' BLDG A EX G RND RA 0' BLDG A EX GRND FLR EAST ELEVATION - BLDG A (A) SCALE 1/13- = 1'-0' 20' -11 3/4' EAST EXN HOOD TO BE REUSED FOR NEW WATER HEATER -5EE 1E04 NEW 034 HOW FOR 110 RUM ABV EAST PENETRATION. PATCH EX PERORATION AND INSTALL HOOD LARGE ENOUGH TGI COVER -SEE KEW C GARa1K SEOW25 FENCE s GATE BLACK V VOL COATED F I • NORTH ELEVATION - BLDG A O SCALE: 1/4' • 1-0' 3 - 4 ��� 111� 8.18 �II 11 ,III 111111111 Ik -NJ INA NEW SHELLED 117E FIXTURES TO REPLACE ALL EIBSTTG, TYP. SEE ELEC PLANS FORIFO. NO WORK TO BLDG • A• EXTERIOR EXCEPT AS NOTED SOUTH ELEVATION - BLDG AO/ SCALE 1/8" a 1'-0' L MIME <i S 1 6 M !! ® ® OEM ® �i� 0 I QOM oso mossammwmuommome MD MEMO I BS E MOM MOOMEZIMMI:ilklikiEMEMMMOMMBEISFEEMPAND nummummuommmummmoommimmummommummomomommoammomommoOM posoBE ®B BBI ®BBB��augo E B BI ®I B BBB® III®BBseB1 •w��+ ®mom ®RAR211ID RMCOIRMOICCO20 ® ®® Gat, ®Ei�r�IER EMCMSROCICIM { 0,00192021 1 mono EllanC8CM1113 O ®6i8A� ®� ®� DEEM OMM B BOB BO BI MOOREOMMWOMOMS MO ® M MARIE BMBB® ®BBB® III®® ®B®®®®I BB®®MI MBOI I OMIII ®BB NEW SHIELDED UTE FIXTURES TO REPLACE EXISTING. TYP. SEE NORTH ELEV FOR NEW LOCATIONS SEE ELEC PLANS FOR INFO. PC w01( TO BLDG A EXTENXR ON021 AS NOTED. EX AIXEFAS 4 5 EX 5 034FLGE NEW C 0Y1EII1E SECURITY �\ FENCE & GATE W/ BLACK `YO4Yt WATER F 1 &4f WAUC • /���r�lr �����.i�r ./ 'Ari��I/i� /WIZ�i�/////////(////////W/4/%41e/ ,, +�///,(4�.1e/4 NEW MING SDEWALJ( EXTENSION BLDG A EX GRIND FLR - NEW LONG DRIB WEST ELEVATION - BLDG A O SCALE: 1/4• 1 ARCHITECTS P.S. 910 MARKET STRE KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425 - 827.7014 INFOSPAGEUEREARD.CON V � w V ! � Qw C7 LLI 0 LU �o z W 8c • G W r J z 5 N O 0 • 10 CD -se CO - /— Tr W LD 00 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: Lt, 1/00 DEW. uv mnaxr5 ALISTOS la II. 71.67 PON 5329 %RESSIED �AR}91 RE GA1EN C.PAGE STATE OF PASHING1O0 EXTERIOR ELEVATIONS- BLDG A SHELDED LLCM FOOIAE -SEE EIEC IM STL W/403 W/ NSU GLASS WITS STANDING SEAM NET ROOFING WALL PANEL. (WP) 41 DEEP RB WP 02 445TALLED Inl� 's R vuxIIW FEN W/ BLACK VINYL FABRIC 500 DAL RAINWATER CYSTERN (3) -ALT I 1 /27.2%.'; SOUTH SOUTH ELEVATION - BLDG B 44 I 0 - ROOF IINTD E104 FAN -SEE MEOL SUB-CURB TO MA101 SLOE: RASI04G TO 141104 ROOF COLOR MET FACIA 17P ILL AROUND. COLOR TOIMTO4 ROOFING WALL PANEL 41 DIME & OJT 04 GRT5 OCARPORT STL FRAME BY OCT BLDG MFRR PANT 70 MATO4 ROOFING TYP ALL FRAMES TTP GONG FILLED 511. BOL1.400 PLATT EAST ELEVATION - BLDG B O SCALE 1/13- c 1'-0" SCALE. ,/B' c 1'-0- (11::) 14 I 0 0 WEST ELEVATION - BLDG B O SCALE: Vr = l STANDING MANIC( ROOFING SIQLIIED L104 R:OURE -SEE FLEC 445111. 5110 4 DRS W/ 44510. GLASS 1NT51 TYP -ANT TO MATCH ROCRNG WALL PANEL (WP) 11 DEEP RIB WP 02 INSTALLED 1401112 -_500GAL RAINWATER CYSTERN (3) -ALT d /'s j 4 1) r - Jr.r.i-: :- �r�•:�•Y . Jif iN {I� � � 1i °l/ i°3" r .� ?l.� �J� 'i 1�i- ♦ s" L� �te `M /7 *` iif %/ f / / f�iiiii •orA fiifii�ifiiiiiiiir ��iiiiii %iiii��iiiiiii; fJiil�iiiiiiiiiz Z/ii' iiiJ J�� / /i /l�l // / /�.; / /!f`.I����i�ir��iJ� F #, �; �� /���i / / /i�� /� ;., .� FN F• � I II FILLED STL SCLLLARD. TYP OF 22 NORTH ELEVATION - BLDG B SCALE: 1/4' • 1'-0' AR CHITECTS 910 MARKET STILE KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.82 7.7014 IPFOOPAGEMODEARELCOM PS. V ce W d 0 CC wQ 3 w w N z 0 z w I.I..I 8 O we cc J0 Q Z SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: ® 1/11/08 11501 REV 0M €1110 LORICK TO1161•1116T CO Re .1•1211010, 116 ROAR NT 01106 01.4M WWI MOT= R 5329 REGISTERED 1141 RC)4TECT GALEN C.PAGE SUITE CF WWSWPTR• EXTERIOR ELEVATIONS- BLDG B SHEET MET FACIA, TYP ALL AROUND. COLOR TO HATCH ROOFING NE PERSPECTIVE VIEW-rev 0 SHIELDED LIGHT FDMIRE-SEE ELEC 104 5T1. WOOS W/ INSUL GLASS UNITS STANDING SEAN MET ROOFING METAL SIDING 81 TO NET SONG 81 INSIDE & MATCH BLDG A OUT ON GIRTS V CARPORT — 525 FRAME BY HET BLDG MFR'R. PAINT TO HATCH ROOFING, TYP ALL FRMIES TYP CONC FILLED PL. BOLLARD, PAINT EAST ELEVATION - BLDG B 0 SCALE 1/8' = DEEP RIO METAL 5>0042 82 WSTALLED HORI2 H CHAINUNK FENCE W/ 8LA01 VINYL FABRIC 500 GAL RAINWATER CYSTERN (3) -ALT 1 - -?? .,.— - •.' :,-0'' P-4,,,51, • ....4.4 SW PERSPECTIVE VIEW-rev 0 12 12 8002 (4535 EX FAN BEYOND- SEE MECH FOR AMMON REQ'MNTS. 3 X 4. FA WAKE LOUVER PER SPEC-SEE MEd FOR ADDITION REQ'MFITS. NET SIDING 8 1 PER SPEC Ar=-% 5 4:38 8, f. 5:111H :t118,0111 MET 540842 (42 PER SPEC // SOUTH ELEVATION - BLDG B SCALE: 1/8- = 4 ±0 .00 BLDG A EX GRND FLR WEST ELEVATION - BLDG B 0 SCALE:118' = (-1P LOA ; NORTH ELEVATION-B SCALE. 1>4' = 1V0' 1 Attachment' D ,„11111111 AGWEMW AR CHITECTS P. 910 MARKET STRE KIRKLAND, WA 98033 TEL: 425.827.7850 FAX 425.627.7014 OfG/WAGEANDOE1881CON DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: A4/11/08 DIES14414 4V/4W REVS TAS 00010a 111711ZSENTS • TPIKTANT taxa OWILOW, TNT TACTRIL, 9.1 NOT MED ON OTTIM TON TraTIMS TO MS MORO' OM P. COTTLITIOP Of 0•3 Ran., TT 0.10.1 0.07T WV MOT ANATTGEGINT VONTING e PPM • ILIN:1 TeCrffrIS 5329 VERGISTERED1 Vol CI-ITECT GALEN C.PAGE 5183>202 EXTERIOR ELEVATIONS SHEET If 41 A-3.2 t I Attic lio9.cts:2007-2003:200707.15 View Remsda-04. DRAWINGS & HADES:1. ARCHICAD NOCEI-S.RN & .PIP):07.1 5 Vsky View PERMIT.* Print Oatc SAWN; e, e. McOxkle; -.I STE SIGN GMICEPT (i) r- F.1 (LI m z 0 0 z 0 m —010)5 /2008 OD 11V Ildd vorztrAltaigainaza Lli ► ►I ► 11. 3d 3H 21381N3W -IVIN•ZI II1:b > P 0 > rn 70 —I Z co <_m 0 v) (7) m m > > —I (/) m 20 rri c/.1 nirrirn—i—IFV) 7°H co z . 0 .C") Z :1171>11071-1-4'ZC*77J2 0 0 EI =I C: Oz miLm om 0 0 CO m Aci) M m Z co> (121 11 0 L C/) M > Z v) m F cf) Z —I r- 0 > z VALLEY VIEW SEWER DISTRICT MINOR REMODEL AND NEW GARAGE PROJECT 14816 Military Road South Tukwila, WA 98168 anno ARCHITECTS PS 910 MARKET SI Ktti KIRKLAND, WA 98033 T: 425.827.7850 F: 425.827.7014 INFOCIPAGEANDBEARD.COM GENERAL NOTES 1. The GENERAL CONDITIONS of the contract and TECHNICAL SPECIFICATIONS are contained in the PROJECT MANUAL. The c contractor(s) and subcontractors are responsible for all items contained in all the contract documents including but not limited to the DRAWINGS and the PROJECT MANUAL All Items marked "N.I.C." are not part of this contract, but' will be coordinated by the contractor. 2. It is the responsibility of the contractor to become fully aware of any and all conditions related to the site and existing conditions that may affect the cost of scheduling construction activities, prior to submitting a bid. 3. Do not scale drawings or. details - use oiven dimenaons. Check details for location of all Items not dimensioned on plans. Dimension on plans are to face of framing or centerline of columns typically. Door and cased openings without dimensions are to be three (3) inches from face of adjacent wall or centered between walls. 4. Contractor shall verify all dimensions and conditions at the job site including but not limited to soil conditions, and conditions related to the existing utilities and services before commencing work and be responsible for the same. All discrepancies shall be reported to the Architect immediately and prior to submitting a bid: 5. The dressings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall beiused, subject to review and approval by the Architect and Structural Engineer.. 6. The Contractor is to verify the location of all utilities and services to the site prior to beginning any site.improvements and shall protect them from damage. The contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of ho work. The contractor will vent' and conform to all requirements of all utility companies „unless otherwise noted in the plans and specifications. 7. No materials from the work are to be stock piled on public nghtof -ways. AiI robbish, and debris is to be removed from the site. 8. Adjacent properties; streets and walks are to be protected from damage at all times. 9. The contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times during the course of the project.. 10. Building systems and components not specifically detailed shall be installed, as per minimum manufacturer's recommendations. Notify the•Architect of any resulting conflicts. 11. Where devices or items or parts thereof are referred to in singular; it is. intended that such shall apply to as'many such devices, items, or parts as are required to properly complete the work. 12.Install dust barriers and other protection as required to protect installed finishesand facilities. 13.Plumbing, mechanical and'electncal drawings, etc. Are supplementary to.the, architectural drawings. Each contractor shall obtain his/her ancillary permit as req'd; It shall be the responsibility ofeach contractor to check with the architectural drawings before installation of their work. Any discrepancy'betweenthe architectural drawings and the consulting engineer(s) or other supplementary' drawings shall be brought to the architect's attention in writing.. 14.This project contains glazing that will be subject to federal and local'glaz'ng standards and the glazing subcontractor shall be responsible for adherence to these' requirements. If the glazing,subcontractor finds anything In the documents not in compliance with the standards, he /she shall bring discrepancies toahe• attention' of the architect before proceeding.. 15. All glazing in hazardous locations, defined by the 2006 IBC, sec..2406, shall by safety glazing, including but not limited to the safety glazing identified in the• construction documents:. 16. There shall be no exposed pipe; conduits, ducts, vents, etc. At such.Iines shall be concealed or furred and finished unless noted as exposed construction on drawings. Offset studs where required; so that finished wall surface will be flush. 17. Contractor shall provide temporary bracing for the structure and structural components until all final' connections have been completed in accordance with,the plans. 18.Carry all footings to solid „undisturbed original earth. Remove all unsuitable material under footings and'slab and replace with concrete or with compacted:fill as directed by architect. 19. All wood framing details not shown otherwise shall be constructed to the minimum standards of the IBC. 20.411 wood in direct contact with concrete or exposed to weather shall be pressure. treated with an approved preservative unless decay resistant heartwood of cedar or redwood is used. Fasteners for pressure treated wood shall be hot dipped galvanized steel, stainless steel, silicon bronze, or copper. 21. Provide fireblocking vertically atceiling and floor levels and horizontally at intervals not exceeding 10 feet, and as required for concealed spaces under IBC sec. 717.2. 22. Provide galvanic insulation between dissimilar metals. 23.411 downspouts and roof drains to be connected to storm sewer by tight line.unless (permitted by local jurisdiction) site conditions allow for drywells or surface drainage and unless noted otherwise in construction documents. 24. The contractor and /or the sub-contractors shall apply for, obtain and pay for all required permits and fees except for the building permit. 25. Approved plans shall be kept in a plan box and shall not'be. used by any workmen. All construction sets shall reflect the same information. The contractor shall also maintain in good condition, one complete set of plans with all'revisions, addenda and changes orders on the premises at all times. Said plans are to be under the. care of the job superintendent. 26. The contractor shall'secure permits required by the fire department prior to building occupation. 27. Construction shall comply with all applicable local and municipal codes;. ordinances' and standards. In case.of any conflict wherein the methods' or standards of installation or the materials specified do no equal or exceed the requirements.of. the laws or ordinances, the laws or. ordinances shall govem. 28.Constniction hours, per local jurisdiction, are to be observed for all phases of the project. 29. Contractor shall. provide, for coordination and scheduling of structural tests andl special inspections required under section 1 704 of the IBC.,See also stnictural'notes. 30. The contractor shall verify all door and window rough-opening dimensions withsthe door and window manufacturers'pnor to framing such openings. 31.411 required fire assemblies.shalll bear a label from a recognized agency showing the specific rating•as required by code. 32.Electrical rough -imand reflected ceiling plans are for the general information:of the contractor. The exact locationsiof fixtures shall be venfied'by the•contractor. 33. Sound insulate all plumbing. walls and additional walls indicated on plans: BARRIER FREE NOTES SITE 1. All construction shall comply with all applicable codes including but not limited to Chapter 11 of the IBC w /WAC 51 -50 WA state amendments, the ICC al 17.1, and the Amencan With Disabilities' Act.. 2. An accessible route of travel to all'accessible facilities shall be provided per IBC sec.1104, and ICC a 117.1, chapter 4, and as indicated on the plans. The walking surface, in the direction of travel„shall be no steeper than 1:20 (except ramps) and the cross slope shall be no steeper than 1:48. 3. Parking and passenger loading facilities shall be provided per IBC section 1106, CC 411 7.1 chapter 5, and as indicated on the plans. Parking spaces and access aisles shall be at the same level and the surface shall be no steeper than 1:48. Identification of accessible parking spaces shall include a van accessible sign and shall comply with WAC 51 -50 sec.1101.2.4. 4. Ramp runs shall have a running slope not steeper than 1:12. The cross slope of ramps shall not be steeper than 1:48:.Outdoor ramps and approaches to ramps shall be constructed so that water will not accumulate on walking surfaces. 5. The min dear width of an exterior ramp shall be 44". 6. Ramps within the accessible route of.trevel shall have landings at the top and the bottom. The rise of any ramp run shall bei30" max. Landings shall be level and have a min dimension measured in the direction of the run not less than 60 ". Where a ramp changes direction, the min landing size shall be 60" x 60". The width of any landing shall not be less that the width of the ramp. 7. Ramps having a rise greater than 6 "'shall have handrails complying with ICC a 117.1, section 505. Both sides of the ramp shall have continuous handrails except at access points and shall extend at least 12" beyond the top and the bottom of any ramp run. Intermediate handrails are not required: A curb or edge barrier is required'at the ramp and landings or a 12" extension of the floor or groung surface may be used per ICC a 117.7 sec405.9. 8. The accessible route of travel, whether crossing or'adjoining a vehicular way, is to be separated from the path of vehicular, travel by means of a curb, railing or other elements that are detectable by persons having a severe vision impairment. When the aforementioned means are undesirable the boundary between the two areas shall be defined by a continuous detectable warning of not less than 24" in width and complying with ICC a 117.1 sec.705' 9. Curb ramps shall have detectable wamingsdhe full depth of curb ramp and shall also comply with ICC a-117:7 sec. 406:. RI IILDINCI. 10. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The maximum'force,for pushing open or puling opens doors other than fire doors shall be 5.0 pounds..41 exterior doors where environmental conditions require a closing pressurel greater than 8.5 pounds „power operated doors shall be used within theiaccessible route. of travel. 11. Provide a floor or landing not more than 1 /2" lower than the threshold :on each side. of the accessible doors:. 1 2.Provide an unobstructed floor space extending at least 18" beyond the latch, on the pull'side of the door for all accessible'doors.,See chart 404.2.4.1 of ICC .11'7,1 13. Provide an unobstructed floor space extending at least 12" beyond the latch on the push side of the door for all accessible s doors which are equipped with both closer and latch. See chart 404.2.4.1 of ICC:a 117.1 14. In group b occupancies „key - locking hardware may be used on the main exit.when the• main exit consists of a single door or pair of 'doors if there a a readily visible, durable sign on or adjacent to the door stating " this•door to remain unlocked during business hours". The sign shall be. in9etters not less than 1' high on a contrasting background. When unlocked, the sngle,door or both leaves of a pair of doors must be free to swing without operation of. a latching device. 15. Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist•to operate. Such hardware shall be mounted 34" to 48" above the floor or ground. See door schedule & hardware specification. 16. Provide knurled knobs or handles on doors leading to loading platforms, stages, mechanical equipment rooms, electricallrooms, or other areas hazardous to the blind: See door schedule 6 hardware specification for locations. 17. All vision panels in any door, the bottom of the shall be a maximum of 43" above the floor. See door schedule for types and locations. 18. Where toilet facilities are provided onsany floor of a multi-story building, toilets shall be accessible. See floor plans for locations. 19. Accessible toilet rooms; the water closet shall be positioned with a wall'or partition to the rear and to one side. The centerline of the water closet shall be 16" min. to 18" max. from the side wall or partition. Clearance around the water closet shall be 60" min. From the side wall, and 56" min., measured perpendicular from therear wall. No other fixtures or obstructions shall be within the water closet clearance. The clearance around the water closet shall'be permitted to overlap clear floor or ground space or clearances at other fixtures and the wheelchair tuming space. 20. Flush controls shall be mounted for use from the wide side of the water closet area and not more than 44" above the floor. 21.Operating devices on plumbing fixtures shall'be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate operable parts•shall be 5'pounds maximum.. 22. Faucet control handles shall be.located not more that 1 7' from the front of the lavatory, sink or counter. 23. Controls and operating mechanisms including switches that control lighting, ventilation or electncal outlets; in accessible spaces. along accessible routes or. as part of accessible elements, shall be,between 36" and 54" for an unobstructed side reach and 48" maximum for an unobstructed front reach. See ICC a•11 7.1. sec 308 for obstructed reach ranges. 24. Electrical and communication system receptacles on walls shall be imounted a'min of. 15" above the floor. 25. Hardware: 1) handles, pulls. latches „locks and'other operating devices on, doors and windows shall have lever or the shape which will permit operation which does not, require tight grasping „pinching or twisting of the wrist 2) door hardware shall be' mounted at 36' to 48' above the800r:, SHEET INDEX A -0.0 COVER SHEET & NOTES SHEET C-0.0 COVER S E C -0.1 SURVEY C -1.0 GENERAL NOTES C -2.0 TESCP C -2.1 TESCP DETAILS C -3.0 GRADING PLAN C -3.1 GRADING DETAILS C -4.0 STORM DRAINAGE PLAN C -4.1 STORM DRAINAGE DETAILS C -4.2 STORM DRAINAGE DETAILS C -S.0 WATER AND SANITARY SEWER PLANI C -5.1I WATER AND SANITARY SEWER DETAILS C -6.0' ROAD FRONTAGE IMPROVEMENTS C -6.1 ROAD FRONTAGE IMPROVEMENT DETAILS L -1 LANDSCAPE SCHEMATIC DESIGN A -1.0 EX SITE / DEMO PLAN A -1.1 SITE PLAN A -2.0 FLOOR PLANS -BLDG A A -2.1 FLOOR PLAN -NEW GARAGE BLDG 13 A -3.0 EXTERIOR ELEVATIONS -BLDG A A -3.1 BUILDING SECTIONS -BLDG A A -3.2 EXTERIOR ELEVATIONS -BLDG B A -3.3 BUILDING SECTIONS -BLDG B A -4.0' PARTIAL ENLARGED PLANS E -1.0 ELECTRICAL SITE PLAN E -2.0 SITE LIGHTING CUT SHEETS PROJECT DESCRIPTION Valley view sewer district is constructing a new 2150 sf endosed parking garage with an attached 700 sf covered carport north of their existing pe rations�bu Atli rig The be lots it ' rig is needed to house the district's various maintenance vehicles. The two vacant lots at the northwest corner of the site are being consolidated into the existing facility to complete the proposed site configuration. The site currently has two structures occupying the southern half of the site, with associated storage bins and operations yard in the northeast corner: The structures are pre-engineered steel' buildings with painted steel siding and woodlsningle•accent panels on the office building. The site will require minor grading to join the vacant lot contours to the existing site contours. A new storm system will be Installed to handle the new impervious surface generated storm water. The water will be pumped to a new "bio -swage 'that well run along the north property line towards military road. A new 8' tall screening security fence will be installed along the north'and west sides of the yard, as well as between the existing office building and new garage, and the office building and existing fence on the south lot line. An existing asphalt driveway south of the existing office building will beremoved and replaced with landscaping and an employee lurch patio. New landscape buffers•will be installed as required along the north, west and south property lines. The existing parking lot west of the office building will be left in pace with some minor reconfiguration of the curb cut and layout to allow parking for 1 4 vehicles. New curbing and striping will be'required to bring the lot up to city and ADA standards. New frontage improvements will be installed along south 148'" street as required by the City of Tukwila. South military road will be left un- improved as required by the City of Seatac. New shielded site lighting will be installed, consisting of both pole'mounted as well as building mounted light fixtures. These are required for secority as wellas the possible nighttime emergency operations. All fixtures will be screened to eliminate light and glare off site The new building will'also be a pre - engineered steel building: The.floor will be a concrete slab on grade. The steel siding and roofing colors will be similar torthe existing facility to help create continuity between the three structures. The building' has,been oriented on the site to facilitate vehicular circulation and to help screen the yard activities from the• public right of way: A covered breezeway will be constructed to allow.employees to travel between structures under cover. A bid alternate is planned to add 4 rainwater cisterns, one at each) corner of thei new building. 2000 gallons may be harvested and stored for later irrigation:use. The existing office building will have minor intenor remodeling done:, This will be primarily to bang the.first floor toilet/shower rooms up to current ADA' standards: Locker rooms will'also'bee incorporated into the new layout. VICINITY MAP sSeerElgritik pF ,4 ;, vTt PROJECT INFORMATION PROJECT ADDRESS TAX PARCEL NO.: LEGAL DESCRIPTION:: AUTHORITY HAVING, JUR1501CiiON (AHD:: OTHER PERMITS: PRE- APRJCAIION 0:i MUP /ACUP a:: OWNER: ARCHITECT: STRUCTURAL ENGINEER CNE ENGINEER: SURVEYOR: ELECTRICAL ENGINEER MECHANICAL ENGINEER: LANDSCAPE ARCMTECT: FIRE DISTRICT: WATER DISTRICT SEWER DISTRICT: 14816'Military Road 5o. Tukwila, Washington,. 98168 004100-0083; 0088' 0089 4 2 ADAMS DME TRS 1ST ADD LOT 4 LESS ESS N Y I 3690 FT F m Y' 100 FT IN WIDTH LESS E 60FT LESS POR WITHIN S 148TH COY OF TLKWLA PRE- 07:021, VALLEY' VFW SEWER (206) 242 -3236 DISTRICT PAGE 6' BEARD (425) 827 -7850 ARCHITECTS: DIBBLE ENGINEERS. INC (025) 828 -4200 PACE ENGINEERS PACE ENGINEERS AWA ELECTRICAL CONSULTANTS. INC Fsi CONSULTING ENG4EERS' LAUClLLN' BETHNE LANDSCAPE' CITY OF TUKWILA K.C. 1N0:a1125, VALLEY; YEW. SD (425) 827 -2014 (425) 827-2014 (425) 775 -1799. (206) 622 :3321 (425) 432 -9877 (206) 575 -4404 (206)242 -9547' (206)242 -3236' BUILDING INFORMATION CONSTRUCTION TYPE: SPRNKLER.SYSTEM:i FIRE ALARM:: STANDPIPE:( OCCUPANCY GROUPS: USE: BUILDING CODES: ENERGY CODE & COMPLIANCE OPTIONS PROPOSED BUILDING' AREAS: (SF) GROUND - BUILDING A SECOND - BUILDING A TOTAL BUILDING A. GROUND - BUILDING B SECOND - BUILDING B TOTAL BUILDING B' GROUND-BUILDING C' SECOND- BUILDING C TOTAL BUILDING 0; COVERED ENTRY ETC'. TO rAL BLDG LOT COVERAGE EXIST BUILDING A. BUILDING 0, EXIST BUILDING C; V-81 v -8' V -8I 401 NO' N0 YES' YES' YES' 40 N0 NO' 8:8-2 U B, 512' Pudic illulity Operations 6,Yard (18.24,020.33,c.,46)' 2006 SBC; 2006 WAC 51- 50,.51- 11 „51' -13, 2006.WASHNGTON STATE NON- REISENTIAL ENERGY CODE (REFERITO ENERGY NOTES ON THS'SHEET), EXISTING PROPOSED NEW TOTAL, 2690 2690 1340 1340 4030 4030 0 2850 2850 0 0 0' 2850 2850' 2352 2352 2352 306 2352 306 8198 1ALLOWABLE BLDG SIZE -NEW BLDG 8::PER IBC TABLE 503 GROUP U: 5,500151. (TABLE 503) 8000 5F (IBC 406.1.2)1 USE 406:1.2 OCCUPANCY TYPE EX. BLDG. A:. GARAGE OFFICE TOTAL OCCUPANCY: FACTOR (11 /'1 SF) 1AREA (5F) JDCCUPANCY LOAD' J 1NEW BLDG B: 1 200 100 GARAGE 200 TOTAL OCCUPANCY: 1'.160 2870 2850 SITE & ZONING INFORMATION 58 28:7 35 1425 14' PROJECT ADDRESS: 14016'Military Road 5o., Tukw ila., Washington. 98168 TAX PARCEL 10: 004100-0083: 0088; 0089 LEGAL DESCRIPTION: 4 2 ADAMS ONE i05 151, ADD LOT 4 LESS NET 13890 FT OF WLY, 100 FT IN WIDTH LESS E 60FT LESS POR WITHIN 5 148TH RC-Regional Commercial ZONING:. LOT SINE AND COVERAGE: LOT AREA: ALLOWABLE LOT COVERAGE: NON -P(i5 (ROOF AREAL PG15 (ROOF AREA).' PGI5" (DRIVEWAY. PARKING); NON -PGIS (WALKS, CONC PADS),; TOTAL LOT COVERAGE - TOTAL PG15 USE CLASSIFICATION:; Publ¢'LVllty Operations 6' Yardl 1/5 48,884 BUILDING SETBACKS Tukwila Munopal Cade 118.24.080 Front: 20 feet' Second front: 10 feet' Side: 10 feet' No yard i5 within ,50: of LDR;,MDR; 603! Rear' 10 feet, NO yard ,5 withm150' of,LDR;,000, Hptl BUILDING HEIGHT.. Tukwila Municipal Code i18:24.0130 Max. allowable height:' 3 stories'or. 38feet Additional height,' N/A REQ'D LANDSCAPING:' Tukwila Muniapal', COde,18'24.080: Front:, 10 feet:' Type 11 Second front: 10 feet: Typelll Side, 5 feet:ITypeTU No yard is within 50' of. LDR.,MDR; HDR, Rear' none, No yard is within 50 'of. LDR.,MDR; HDR, Parking Lot. Per DesignlRewew req'rmts' PARKING STALL SIZES: Tukwila Municipal Code Figure 18 -6, Large: 9' 8 9.5 X119. 24' 2 -way aisle i@ 90" Medium:, 8 5' a 19" 25'. 2 -way aisle @ 90" Compact: 8' a 16;' 25' 2 -way aisle @ 90' 3096 max Loading berth (1440! 10' x30" 18:56.060): PARKING REQUIRED: Tukwila' Municipal Code 18.24.080 6 Figurer 8-7' Office use:• 3 /100015FI 4030 Warehousing: 1/2000:5F 5202 Total Parking req'0. Parking Provided: Loading berth(s) neq'd: 1 loading :berth Bicycle Panning req'd:, 1 / 50 stails,2 nun 3,000- 100,000'SF 61 98' 2504 31940 1124 41766' 34444 1'2.09' 2:60 15, 14' 11 ARCHITECTS 910 MARKET ST3E KIRKLAND, WA 98033 TEL: 425.827,7850 FAX: 425.827.7014 p6oSPAREAMBFARD.COM DESIGN REVIEW' SET JOB'NO: 07.1 8 DATE: 2/7/08' REVISIONS:' 53291 REGISTERED ARCHITECT 1 GALEN,C'.PAGE, STATE CF WASHIhGT?u • • 1 VICINITY MAP PARCEL LEGAL DESCRIPTION PARCEL A: (00410008301) LOT 4, BLOCK 2. PF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 166 FEET THEREOF; EXCEPT THE WEST 100 FEET THEREOF; EXCEPT THE SOUTH 60 FEET THEREOF; AND EXCEPT THE NORTH 10 FEET THEREOF AS CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING N0. 2978342. PARCH B: (00410008301) THE WEST 106 FEET OF THE EAST 166 FEET OF LOT 4, BLOCK 2, OF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON. L` (00410008301) THE SOUTH 60 FEET OF LOT 4, BLOCK 2, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON. EXCEPT THE EAST 166 FEET THEREOF. D; (00400008905) THE WESTERLY 100 FEET OF LOT 4, BLOCK 2, FIRST ADDITION TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 73 FEET; EXCEPT THE SOUTH 60 FEET. (004100008808) THE NORTH 73 FEET OF 111E WEST 100 FEET OF LOT 4, BLOCK 2, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOWME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 10 FEET RECONVEYED TO KING COUNTY FOR ROAD. NOTES HORIZONTAL DATUM: KCAS NAD 27, AS REFERENCED FROM JOB 98600.00, 99161.10 AND 01153.10 VERTICAL DATUM: NAVD 88 AS ESTABLISHED FROM CITY OF T)KWILA PT# 1(4001) P.K. W/TAG ON PACIFIC HIGHWAY AND S. 152ND ST. ELEVATION= 331.56 UTILITY TABLE WATER: SEWER KING COUNTY WATER DISTRICT 125 VALLEY VIEW SEWER DISTRICT 3400 S 1480, St, Suite 110 3460 S 148714 ST, SLUE 100 TUKWILA, WA 98188 TUKWILA. WA 98168 208- 242 -9547 206 -242 -3238 POWER: TELEPHONE PUGET SOUND ENERGY OWEST COMMUNICATIONS 22828 88111 AVENUE SOUTH /102 P.O. 805 12480 KENT, WA 98031 SEATTLE. WA 98111 1 -888- 225 -5773 1 -800 -244 -1111 GAS PUGET SOUND ENERGY 22828 68TH AVENUE SOUTH 9102 KENT, WA 98031 1- 888- 225 -5773 PORTION OF SW Y4 NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN LING COUNTY, WASHINGTON FOR: VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING '110x1.07 (;;'TOW WARN ,r 4:IfITER r;A 'IROAJ P•T" • [K477' : %C� �Sl3v„Y LL SF,WER DISTRICT PREPARED BY: (PACE 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 ( 425.827.20141 f. 425.827.5043 Civil 1 Structural 1 Planning 1 Survey An Enpineednp Services Company paceengrs.com CONTACTS Owner Valley View Sewer District 3460 S 148th St, Suite 100 Tukwila, WA 98168 (206) 242 3238 CONTACT: Dana Dick Architect Page & Beard Architects 910 Market Street Kirkland, WA. 98033 (425) 827 -7850 CONTACT: Brandt S. McCorlde Civil Engineer PACE Engineers, Inc. 11255 Klrkiand Way, Suite 300 Kirtland, WA. 98033 (425) 827 2014 CONTACT: Robert D Stanton, P.E. Geotechnical Engineer Nelson Geotechnical Associates, Inc. 17311 -135th Ave NE, Suite A -500 Woodinville, WA 98072 Tel (425)- 486 -1669 CONTACT: Khaled M. Shawish, P.E. SHEET INDEX Civil 00.0 COVER SHEET C0.1 SITE SURVEY C1.0 GENERAL NOTES C2.0 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C2.1 TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS C3.0 GRADING PLAN C3.1 GRADING DETAILS 04.0 STORM DRAINAGE PLAN C4.1 STORM DRAINAGE DETAILS C4.2 STORM DRAINAGE DETAILS C5.0 WATER AND SANITARY SEWER PLAN C5.1 WATER AND SANITARY SEWER DETAILS C6.0 ROAD FRONTAGE IMPROVEMENTS C6.1 ROAD FRONTAGE IMPROVEMENTS DETAILS Call before you Dig. 1 -800- 424 -5555 UNDERGROUND 9atYIGE (USA) RECEIVED FEB 0 7 20DB COMMUNITY DEVELOPMENT PERMIT SUBMITTAL FEBRUARY, 2008 JOB NO. 07040.00 SHEET CO.0 OF 14 • CB 80434834 EIY 44 E7 E IYCONO( 79 SS RIM =34&70 /iL 0041 e•PUC�.1�33' 7.70 CO RIM IE 12 J -34(02 ff 12N 5)34382 CB 109:048.23 E1 ff1 53 E 1 4344.03 55 RER:346.19 0. 0041 0MVC(o.4 .317.37 AMIN eo • PORTION OF: SW1 /4, NW1 /4 SECTION 22, T. 23N., R. 4E., W.M. CB KM-34893 E fYC0.6 � -- -_ -- E 2'(0 10 E.O.M. PER OAS MAPS GRAPHIC SCALE 20 0 10 20 G8 R111-34800 E 12YOwp169 E Inn 5 30 E 1 '70 URI m (IN FEET) E Inch v 130 244t CB a4348.38 E YCOVC(14).34848 SS R3I -34801 0. 0NL 8'PVC(EWp3328l - 1 T1:.YAULT f E 1YCCNC.- 344.10 ~ 100.75' IE 1Y'. E 12%0ND -34143 '� ' GRAVEL DRIVE E 12.4)41/ W3/859 (_7 , E IV:0144343.45 - - - ^k� it PVC *NORM 10' HIGH , SS 0. 0441 8' 8 C(5).,333.J344 (0448 NORTH) co iyC3NC.-34318 1 E 12.0018-34812 - - -- `�► = =7- \ 087'53'09 "E' - - III -( 100.75' 9RAV11 DRIVE I - K� I _j 0410000.8 CRAYEL .nip-- 72.60 FOUND 5/8' R4C LS 110957 PARCEL A 03 11111-342.113 10 34 1Y 0.93 E 1Yo5 340.A3 014100008509> SD R12- 344.00 IE 6 1.16 IE 4 SW)341.85 5RLL CONTAN10NT 01114344,39 18 4•PVC(SIT1.57 BOTTOM OF KAMM CCM3 -34219 BOTTOM OF PLASTIC SIRUCIURE 47804 FF.4340.24 Y DOOR TOP OF WADGIYPVC )-34144 0. 0118-341.04 FF..343.62 FFA343,W Y DOOR CO RI - 227 E 12"0004•340.52 8 IYOON�47 8 47 (BLOCKED WITH 51151 PU1E) C.O. RIM- 344.45 �m FF.-34379' S87.56'05"E 2 4.17 CAD /CALL BLE DRAWN DAB PLAT CHI( XXX SYM REVISION DATE BY APP'D_ M Eny u38g SenXe4Company 0 84(- 344.49 E 1YOAP0104 33e.3 t E Y 8)433939 RECORD LEGAL DESCRIPTION 5A8E1 a4 (00410008301) LOT 4, BLOCK 2. OF FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO TICE PLAT RECORDED N VOLUME 12 OF PLATS, PAGE 80, IN ICING COUNTY. WASHINGTON; EXCEPT THE EAST 188 FEET 1)488800 EXCEPT THE WEST 100 FEET THEREOF; EXCEPT THE BOUM 80 FEET THEREOF; AND EXCEPT THE NORM 10 FEET THEREOF AS CONVEYED TO IMO COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING N0. 2978342. 8AR�@ (00410008301) TIOZ WEST IOC FEET OF ME EAST 188 FEET OF LOT 4. BLOCK 2, OF FIRST ADOMON TO ADAMS NOME TRACTS, ACCORDING TO 144E PUT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, N KING COUNTY. WASHINGTON. (00410008301) DE 431.014 00 FEET OF LOT 4. BLOCK 2. ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PUTS, PAGE 80, N KING COUNTY. WASHINGTON. EXCEPT THE EAST 188 FEET THEREOF. EL (00400008908) THE WESTERLY 100 FEET OF MDT 4, 8100< 2, FIRST *30010N TO ADAMS HOME TRACTS, ACC0RON0 TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PUTS, PACE 50, N KIND COUNTY, WASNN01'ON: EXCEPT ME NORTH 73 FEET, EXCEPT THE 008111 00 FEET. E1 (004100008060) THE NCTM 73 FEET OF ME REST 100 FEET OF LOT 4, BLOC( 2, FIRST AWI11034 TO ADAMS HONE TRACTS. 40808)40 TO 114E PLAT THEREOF RECORDED N VOLUME 12 OF PLATS, PAGE 80, N KING COUNTY, WASHINGTON; EXCEPT THE NORTH 10 FEET RECONVEYED TO ICING COUNTY FOR ROAD. LEGEND 11 WATER VALVE HYDRANT A FIRE DEPT. CONNECTION 8 WATER METER KM POST N010410R VALVE m ® M*140LE5 (05/50) O C8 d POWER/UTILITY POLE F GUY ANCHOR 84 JUNCTION Box Q POWER TRANSFORMER ® [m POWER/TELEPHONE VAULT D 04 POWER METER O TELEPHONE/TV RISER ill CAS VALVE OAS METER STREET LIGHT 000 1.1811NAIRE # X SPOT ELEVATION JD SIGN o MAILBOX C7 M ROCKERY 1:} CONIFEROUS TREE ODECIDUOUS TREE O FOUND CASED MONUMENT )B( SET PK NAIL /ALUMINUM WASHER STAMPED 749E CONTROL• ® SET 5 IRON REBAR W/ YELLOW PLASTIC CAP STAMPED LS O UNLESS 01HERVAS0 STATED. SUBDIVISION. ONES CENTER LAMES PROPERTY LINES RIGHT -OF -WAY LINES - LOT UNES DITCH LINE .. .. - FIOW LDOE WATER LAZE 11 SANITARY SEWER USE m STORM DRAIN USE o OAS UNE us UNDERGROUND POWER UNES '/1 UNDERORCIND TELEPHONE LINES 4P/81 UNDERGROUND POWER /TELEPHONE LINES 010 UNDERGROUND CABLE TV LINES P OVERHEAD POWER UNES OA OVERHEAD UTILITY UNES -'•'- 0 - o - CHAIN LINK FENCE x- WORE FENCE 0 - 0 - WOOD FENCE NOTES: 44038; KCAS CENTER SECTION E NDT TRUE MEOETICAL CENTER. TRUE 11400 ICAL RENTER 15 (2.01' NORTH). 48810IBN; KCAS NAD 27, AS REFERENCED FROM .05 98600.04 90161.10 AN0 01153.10 0A251; NAND 88 AS ESTABLISHED FROM CITY OF TUKWILA PTO 1(4001) P.K. W/TAG ON PACIFIC HIGHWAY AND 8 152ND 5T. ELEVATION- 331.58 THE LOCATION AND DESCRI03ON OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FELD OBSERVATIONS TAKEN IN NOVEMBER, 2007. 11LESS MONO INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCE8URE9: (A) Y OEOCMEVER 800 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S 5PECff1CATI0N2 PER W.A.C. 332- 130 - 100. (B) FELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORM N W.A.C. 332- 130 -0090. 1105 SURVEY WAS PERFORMED WITHOUT ME BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL FACFUFNTI. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTDITES 5140204 HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS. NC. DOES NOT ACCEPT RESPONSIBILITY CR ASSUME LIABIUTY FOR )HEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE 3111TY LOCATION SERVICE: 1 -000- 425 -5555. IN30Nd013A3Q S F 1�►.�R4RL.1n'f ann7, 4 0 93i 11255 Klrldand Way, Suite 300 1011dand, WA 98033 p. 425.827.2014 11. 425.827.5043 CM I Structural (Planning !Survey pa4488115.com OPERATIONS BUILDING EXPANSION 14818 PARARY ROAD 80UTh DATE 11/15/2007 SCALE 1• - 20' SURVEY TEAM 81/!04/0.5 FIELD BOOK 5548 & ELEC DWG 0)18 : \7040- SRV.dwe TOPOGRAPHIC SURVEY FOR VALLEY VIEW SEWER DISTRICT PROJECT NO. 07040.10 SHEET 00.1 OFT_ 0 2 g� d 4a � b gM (jYX sg Ph jigppY N40 SEVWBE mMIa' No7>E9. 1. AU. WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF VALLEY VIEW SEWER DISTRICT. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF VALLEY NEW SEWER DISTRICT AND OTHER PROJECT PERMIT REQUIREMENTS AS APPLICABLE. 3, THE CITY OF TUKWILA SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. AU- TESTING AND CONSTRUCTION SHALL BE INSPECTED BY VALLEY VIEW SEWER DISTRICT. 4. LOCATIONS SHOWN ON EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBIUTY FOR UNDERGROUND FACIUTES OR UTILITIES IS GOVERNED BY PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 5, SEWER MAIN SHALL BE PVC AS NOTED ON PLANS UNLESS OTHERWISE NOTED. SEWER MANHOLES SHALL BE 48' DIAMETER UNLESS OTHERWISE NOTED. 6. MINIMUM SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWER UNES SHALL BE TEN (10) FEET HORIZONTALLY FOR PARALLEL PIPE, AND EIGHTEEN (18) INCHES VERTICALLY FOR PERPENDICULAR OR OBUQUE CROSSINGS, MEASURED FROM OUTSIDE EDGE TO OUTSIDE EDGE. SITUATIONS OCCURING WITH LESS THAN MINIMUM SEPARATION WILL REQUIRE CONSTRUCTION IN ACCORDANCE WITH SECTION C1 -9 Or THE 'CRITERIA FOR SEWAGE WORKS DESIGN' PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AS REVISED DECEMBER 1998. 7. CAUTION -- EXTREME HAZARD -- OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY NOT SHOWN ON ME DRAVANS. ELECTRICAL LINES SHOWN ON THE DRAIWINGS ARE LOCATED BY POINT -TO- POINT, POWER POLE -TO POWER POLE CONNECTION. THE CONTRACTOR IS REPSONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL MEET WITH UTUTY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. 8. WHERE IT IS NECESSARY TO REMOVE AND OTHERWISE DISTURB EXISTING MAILBOXES AND /OR NEWSPAPER BOXES WITHIN THE OMITS OF THIS PROJECT, THE CONTRACTOR SHALL INSTALL THE BOXES TEMPORARILY IN SUCH POSITON THAT THEIR USEFULNESS WILL NOT BE IMPAIRED. AFTER CONSTRUCTION WORK HAS BEEN COMPLETED, RELOCATED MAIL AND NEWSPAPER BOXES SHALL BE REINSTALLED AT THEIR ORIGINAL LOCATION OR RELOCATED BEHIND WALKWAY SO THAT THE FRONT OF THE MAILBOX IS 12' TO 18' FROM EDGE OF WALKWAY AND 38' TO 42' ABOVE GRADE AT EDGE OF WALKWAY. 9. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CITY OF TUKWILA. TRAFFIC CONTROL PLAN SHALL BE PREPARED AND IMPLEMENTED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF TUKWILA RIGHT -OF -WAY PERMIT. 10. THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENTATION CONTROL FACILITIES AS REQUIRED IN ACCORDANCE WITH THE REQUIREMENTS OF PROJECT PERMITS. SUCH FACIUTIES SHALL INCLUDE SILT FENCING FILTER FABRIC PROTECTION OF CATCH BASIN, PROTECTION OF DRAINAGE DITCHES AND OTHER MEASURES AS MAY BE REQUIRED. 1. BEFORE ANY CONSTRUCTION OR DEVELOPEMENT ACTIVITY, A PRE - CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CITY OF TUKWILA, THE APPUCANT, AND THE APPUCANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES. CONTACT AU. UTUTY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1- 800 - 424 -5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING OMITS. 5. INSTALL ROCKED CONSTRUCTION ENTRANCE. FILTER FABRIC FENCE, TEMPORARY CHAIN UNK FENCE, TREE PROTECTION /ORANGE CONSTRUCTION FENCE, SEDIMENT TRAP, INTERCEPTOR SWALES AS INDICATED ON PLAN. 6. INSTALL CB INSERTS ON NEW CB'S -PER DETAIL 3 SHEET C2.1 7. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED, OR FILLED. 8. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 9. INSTALL REMAINING NEW UTILITIES. 10. GRADE SITE. CONSTRUCT ASPHALT PAVING AND ACCESS DRIVES. 11. STABIUZE DISTURBED AREAS TO PREVENT EROSION AND SEDIMENT TRANSPORT. 12. REMOVE EXCESS EXCAVATED MATERIALS TRASH DEBRIS, AND WASTE MATERIALS DISPOSE OF IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. 13. CLEAN STORM DRAINAGE SYSTEM. 14. REMOVE TESC MEASURES ONCE WHEN SITE IS COMPLETELY STABLE 1. PRIOR TO PAVING, ALL SUBGRADE SHOULD BE 955 COMPACTED PER DETAIL 2. THE CONTRACTOR MUST USE CARE DURING SITE PREPARATION AND EXCAVATION OPERATIONS 50 THAT THE UNDERLYING SOILS ARE NOT SOFTENED. SOFTENED SOILS SHOULD BE REMOVED AND THE AREA BROUGHT TO GRADE WITH STRUCTURAL FILL. 3. STRUCTURAL FILL SHALL BE PREPARED, PLACED. AND COMPACTED PER GEOTECHNICAL ENGINEER'S REPORT. 4. FILL PLACED ON SLOPES STEEPER THAN 5H:1V SHALL BE TIED TO FIRM. STABLE SUBSOIL BY APPROPRIATE KEYING AND BENCHING AS REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER 5. PROPOSED GRADES SHALL BE NO STEEPER THAN 3H:1V UNLESS OTHERWISE NOTED ON PLANS. DESIGNED TK DRAWN , FPH CHECKED RD5 SYM REVISION DATE BY APP 'D PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON BDIBRt?BAINA( NOTES 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY OF TUKWILA. 2. A PRECONSTRUCTION MEETING AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT I5 THE CONTRACTOR'S RESPONSIBIUTY TO ARRANGE THE PRECONSTRUCTION MEETING WITH ALL CONCERNED PARTIES AND TO OBTAIN ANY AND AU. REQUIRED PERMITS FROM TUKWILA AND OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 3. THE CONTRACTOR MUST HAVE A SET OF PLANS, APPROVED BY THE CITY OF TUKWILA, ON -SITE AT ALL TIMES DURING 111E COURSE OF PROJECT CONSTRUCTION. 4. BEFORE ANY CONSTRUCTION MAY OCCUR. 111E CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF TUKWILA PUBUC WORKS DEPARTMENT, OBTAINED ALL CITY. COUNTY, STATE. FEDERAL AND OTHER REQUIRED PERMITS. AND SHALL HAVE POSTED ALL REQUIRED BONDS AND HAULING TRUSTS. 5, MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACIUTIES SHALL BE 2 FEET, UNLESS OTHERWISE SHOWN AND APPROVED. 6. TEST OBSERVATIONS AND INSPECTIONS FOR STORM DRAINAGE SYSTEM SHALL BE BY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR. 7. ALL DAMAGES INCURRED TO PUBUC AND /OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REPAIRED TO 111E SATISFACTION OF THE CITY OF TUKWILA CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND /OR THE RELEASE OF THE PERFORMANCE BOND. 8. NO PART OF THE STORM DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN its IW,INSPECTED, AND APPROVED BY THE CITY OF TUKWWLA CONSTRUCTION INSPECTOR. 9. THE CONTRACTOR SHALL CALL AND NOTIFY DIAL -A -DIG AT 1- 800 - 424 -5555 A MINIMUM OF 2 DAYS BEFORE DIGGING OR GRADING OPERATIONS OCCUR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTUTY. IF CONFLICTS WITH EXISTING UTIUTES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 11. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE PUBUC WORKS INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE. AND NO GREATER THAN 7 DAYS IN ADVANCE FAILURE TO GIVE ADEQUATE ADVANCE NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTIONS 12. ALL STORM DRAINAGE MAIN EXTENSIONS WITHIN THE PUBUC RIGHT -OF -WAY OR IN EASEMENTS MUST BE STAKED FOR UNE AND GRADE PRIOR TO STARTING CONSTRUCTION. 13. BEFORE THE CITY OF TUKWILA ACCEPTS STORM DRAINAGE IMPROVEMENTS, THE CONTRACTOR SHALL SUPPLY THE CITY CONSTRUCTION INSPECTOR WITH PHOTOSTATIC MYLAR AS- BUILTS OF THE STORM DRAINAGE SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLANS WERE GENERATED USING CADD, THE CONTRACTOR SHALL SUPPLY A FLOPPY DISK OF THE CONSTRUCTION PLANS 114 ADDITION TO THE MYLAR AS- BUILTS. • THE CITY OF TUKWILA CONSTRUCTION INSPECTOR MUST REVIEW AND APPROVE ALL AS- BUILTS. THE CONTRACTOR SHALL MAKE ALL CHANGES TO THE AS- BUILTS AS DIRECTED BY 114E CM CONSTRUCTION INSPECTOR BEFORE THE CITY WILL APPROVE AND ACCEPT THE AS- BUILTS. 14. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATION (APWA). AS AMENDED BY THE CITY OF TUKWILA. 15. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO NE APPROVED PLANS, WHICH ARE ON FILE WITH THE CITY OF TUKWILA. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBUC WORKS. 18. ALL RETENTION/DETENTION FACILITES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBUC WORKS. 17. AU. PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C', WITH THE EXCEPTION OF PVC AND LCPE PIPE. 18. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95X FOR PAVEMENT AND STRUCTURAL FILL AND 90X OTHERWISE PER ASTM 0- 1557 -00. PEA GRAVEL BEDDING SHALL BE PLACED 8' OVER AND UNDER PVC AND ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL OR GROUND SURFACE 19. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. UNLESS APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBUC WORKS. 20. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF TUKWILA DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBUGATON AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF TUKWILA DOES NOT ACCEPT ANY OBLIGATION FOR' THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM DURING OR FOLLOWING CONSTRUCTION EXCEPT AS OUTLINED IN THE TUKWILA STANDARDS. An Enpnunn9 SeMeu Canpa,y EggEctittelalerrASkinajallt 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.. SIZE AND LOCATION OF ROADS PIPES. RESTRICTORS, CHANNELS, RETENTION FACIUTIES. UTIUTIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIUTIES IS THE RESPONSIBILITY OF THE APPUCANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, 140 DISTURBANCE BEYOND THE CLEARING UMITS SHALL BE PERMITTED. THE CLEARING UMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4, THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN 014 THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE ESC FACIUTIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES. ETC.). 8. THE ESC FACIUTIES SHALL BE INSPECTED DAILY BY THE APPUCANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACIUTES DURING THE WET SEASON SECT. 110 APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO THE SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTUNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM. THE TEMPORARY FAQUTY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FAQUTY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL.DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE TINIER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE dTY OF TUKWLA INSPECTOR. THE CITY OF TUKWILA INSPECTOR. CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACIUTIES WATFA CIBTThCT NO126 STANDARD N07ES APPROXIMATE LOCATIONS OF EXISTING UTUTIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS A140 ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL CONTACT THE UTIUTIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFUCT EXISTS. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT 011 MECHANICAL JOINT. CEMENT UNED (ANSI A21.4), EXTERIOR COATED MTH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD 421.10. 421.11, B16.2. 616.4 AND 421.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND UVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER. MUST BE 14071FIW 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPUNGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCL1 EPDXY COATED STEEL OR ROMAC SST WITH STAINLESS STEEL FLANGE 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPUNGS, CONNECTIONS, CUT -INS, AND UVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRI012 TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD 9125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 20. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION: 21. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95X MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90X MAXIMUM DENSITY MODIFIED PROCTOR. AU. VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTCNS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE 1I1H CITY OF TUKWILA REQUIREMENTS. 22. 23. 24. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 25. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT.. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT N0. 125 STANDARDS. 26. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. ,• `SCE 1 Wy ED FEB 0 7 2009 COMMUA1r1 -, 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.9272014 If. 426827.5043 CMI I Structural I Planning 1 survey paceengre.com VALLEY VIEW SEWER DISTRICT 3480 S. 148th Street, Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION CITY OF TUICWILA GENERAL NOTES JOB NUMBER 07040:00 SHEET NAME NOTES C1.0 SHEET- OF _14_ ssa� E 3 E b aXaX ra�j 0.N cv 1. GjCijWg iFFZIZ grgi CB 039 - 345.34 1E 12.00N x).344.44 E IrcO4 -34484 E 12.CONC( .344.79 CP417 328 - 61.374/4 N.175154.589 5.1640151.005 ELEV - 346.41 03 R54. 348.28 E 12'0380N .3MS7 E 12'CONC(5.34453 E 12 5 815(5 344.83 5S 8M.348.•8 0. 0461 8'P4C(E,04- 337.37 15'ri1C(N).33639 \� PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON 08 011- 348.93 IE 12'CONC(10. 344.73 E 12.4XWCE).344.83 LP/26 5540- 53.26PK/R N.175112.425 E =1640403.395 550.348.60 CB 88- 348.80 1YCONt()..34336 IE 12-CON S 34535 IE 11058C(E)- 345.70 �d S. 148TH ST. 68753'09'5 CB R1- 348.38 1E 11CO2C(N).34648 E.aLL PER CAS MAPS O _ 85- ® AIM -0.45 E 11C0000.344.32 IE 12.CR4c(S).34552 >� E IrCCNC-344.10 E 12-CONC..343.43 I ;100.75' IE 12CONC4748A9 •_�� -��-���////// 58 LF GRAY. DRIVE IE 1r .34&51 SILT ,v. ""L'•_.- t_ . // (') 1E IYOO4C..343.455 TEMPORARY CONSTRUCTION fYPVt siANOPPE ENTRANCE SEE NOTE: 8 to' ncn t NYCON .343.18 0410000880 E G 5 15 1 CAN6..345.2' -- PARCEL A PARCEL B 5S E14-34379 CL 0141. 8'CONC(S ).33534 - (sIUB NOR1H) CB RAH- 342.83 E 1rCO4C(2).34593 IE 1rCONC(S(.340.93 5115045.. 342.42 SD RIM.34333 E 12'CMP - 541.20 C.O. TOP OF RESTRICTOR.343 .73 E RESTRIC10R.34O43 P0545 6/8' 040 LS 510957 CP525 5548 - 8525x/0 4.179.1 755 F.1541E13415 DLY..34747 0410000510 u( 5D RI8 =344.00 E 6YVC(N).341.15 E 4'PVC(S12)- 341.95 SD RI IE 18'CNP'' 4.51 1.83 SS 994.34372 0. 044L 81.VC(S) =337.83 412 (s>,58 T11) S87'56.05'0 100.74' .4 CB 864.34339 E 12)0E040 .34029 E 1294DPE(S).34059 03 122I -34296 1RH'N01 ORN I£ 12.01P(SV)-340.91 15 12.115PE(4)- 340.91 ,I E 4'PVC(E)-341.76 FF■34362 F.F..343.58 II C.C. 011.344.45 IITIUTY CONFLICT NOTF CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER6'11NO THE LOCATION. DIMENSION. AND DEPTH OF ALL ET0S11N0 UMBER WNEBIER SHOWN ON THESE PLANS OR NOT 13Y POTSIOUNO THE U IU1IE9 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 10 CONSTRUCTION. INS SHALL INCLUDE CAUJNO WITTY LOCATE 0 1- 890- 424 -5555 AND RCN POTHOLING All OF THE 15881180 UTIUTES AT LOCATIONS OF NEW 91537Y CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONRJCTS EJ85T. IF CONFUCTS SHOULD OCCUR. /HE CONTRACTOR SHALL CONSULT ENGINEER 1O RESOLVE ALL PR081EM5 PRIOR TO PROCEEDING WITH CONSTRUCTION. CR 09/. 2.27 E 12.0dP(4).340.52 E 12YIINC(S)- 340.47 E 12 908C(E).340.47 (8L.00K50 W1H 511EL PLATE) CP #23 5548 -87 2SR &C N- 174887.548 5.1840222950 E1.E8. 342.50 FF..34378 SS 081.346.70 'JCL cite rPVC(5T4.337.70 • 6'05'E 2 228 LF SILT FENCE 03 014.344.19 E 12.011.0).339.29 E 12'01 55339.3 CP524 5548- 68.24#K/W N.174933.555 E- 640344384.638 .1 7 SPILL CONTAONENT RM.344.39 0 1 341.57 BOTTOM oT PLASTIC CDYER.34316 BOTTOM OF PLA511C 5TRUCTURE.338.04 TOP OF 6M0(12'PVC) -34344 0. 081.341.04 e � GRAPHIC SCALE 0 10 20 NI MN EN I (IN PEST) 1 (nob .. e0 feet LEGEND ASPHALT CONCRETE WATER VALVE H YDRANT WATER METER 40 MANHOLES //O� (68/08) ' OUY ANCIOER P015 POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE RISER OAS VALVE STREET UGHT SPOT ELEVATION MAILBOX ROCKERY CONIFER TREE DEODUOUS TREE FOUND CASED MONUMENT REANNito SET PK & WASHER STAMPED LS. 511691 SITE BENCH MARK UNLESS D INERMESE NOTED LWU$ WERNEE pUNpppE M INES CHAIN LINK FFHCE WOOD FENCE CURBING EXISTING O EM 47 a • O coca 1 B • • 4t> REMOVE LLB - - as- w88_+. - ,- 48 e-o- -40 - - T s4Af9 =sA1 PROTECT PROJECT NOTES 1. CONTRACTOR SHALL HAVE A COPY OF THE MOST RECENT CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 014 SITE AT ALL TIMES. 2. COVER MEASURES SHALL BE PROVIDED TO PROTECT AREAS CLEARED OR GRADED FOR THE PROJECT THAT ARE LEFT UNWORKED FOR MORE THAN TWO DAYS. COVER MATERIALS WILL BE PLASTIC SHEETING DR MULCHING. ANY AREA UNWORKED FOR MORE THAN 30 DAYS SHALL BE SEEDED. 3. CLEARING UNITS SHALL BE INSTALLED PRIOR TO THE CLEARING AND OR GRADING OF THE SITE. CLEARING UNITS SHALL BE DELINEATED USING FILTER FABRIC FENCE (WHERE INDICATED) IN COMBINATION ''7TH, TEMPORARY OR PERMANENT CHAINUNK FENCE. CLEARING UNITS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 4. IF PROPERTY CORNERS ARE REMOVED OR DAMAGED DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED FOR RESETTING PROPERTY CORNERS. 5. CONTRACTOR SHALL OVER EXCAVATE 18' IN DEPTH MERE EXISTING ASPHALT IS LOCATED WITHIN FUTURE PLANTER STRIPS. SEE LANDSCAPE PLANS FOR MORE INFORMATION. 8. LOCATE CONSTRUCTION ENTRANCE AT EXISTING DRIVEWAY AND UTILIZE THE FIRST 25' OF EXISTING GRAVEL FOR TEMPORARY ENTRANCE. 7. SEE SHEET C1.O FOR CITY OF TUKWILA GENERAL NOTES AND CONSTRUCTION SEQUENCE. B CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ABANDONMENT & RELOCATION OF FRANCHISE UTUTES. SEE ELECTRICAL PLAN FOR FURTHER DETAILS. B. OWNERS ARE RESPONSIBLE FOR AU. PERMIT FEES AND UTILITY COSTS TO BRING SERVICES TO THE PROPERTY. RUCEIVED FEB 07200' DESIGNED TK DRAWN FPH CHECKED RDS SYM REVISION 11255 KENand Way. Suite 300 (1.61‘ • . Kirkland. WA 85033 NICE p. 425.827.2014 1 /. 425.8275043 ....42 .. 27.20141_._425....._...04 CIA 1 Structural I Planning 1 Survey DATE BY_AP' P M810048586Mre9Comp90y pacee 9rs.com VALLEY VIEW SEWER DISTRICT 3480 S. 148th Street, Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE 1 " =20' H VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION TEMPORARY EROSION SEDIMENT JOB NUMBER' - 07040.00 SHEET NAME TESC 02:0 SHEET C2O OF UTILITY CONFLICT NOTE' CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FCR VERIFYING THE LOCATION, DIMENSION, MID 00P111 OF ALL EXISTING U1111T1ES WHETHER MIN ON THESE PUNS OR NOT BY POTNOLNO THE UIIURES AND SURVEYINO 114E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 1151 SNAIL INCLUDE CAUJG UIUTY LOCATE 0 1- 80D- 424 -5535 NW INEN POTHOUNO AU. OF THE EXISITNO UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY TANETNER OR NOT OONFUCIS ENST. F CONFUCTS SNOW) OCCUR THE CONTRACTOR SHALL CONSULT ENGINNEERR TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING BATH CONSTRICTION. • PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON 12' MIN DEPTH 4 -B' QUARRY SPALLS N.T.S. PROVIDE FULL MD OF INGRESS/EGRESS AREA c DEMON AND INSTALLATION �OPTEOOTRO{A1IONBµpA�pg 1' A CO 01 � MMMOIFACIURFIYS FA2R0 SPEOFlCATIMHIS BELOW. MUST BE AVAILABLE ON SITE. ) A09 (ASiM D -4751) 30-100 SIEVE Siff (030-015 mm) FOR O TER WFABRICS WATER PERMITTIVITY (ASTM 0 -4481) - 0.02 SEQ' MW. GRAB TENSILE 91RECTH (A9'TM 0 -4032) 180 85 IN: OOR STA D fFAB A C ELONGATION CRAB TENSILE (0-4032) X ULTRAVIOLET RESISTANCE D-4355)., MX 2. STANDARD SIRENOTH FABRIC REQUIRES MIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE POST MAY BE FOR EXNA ByRENOTM FABRIC FIELD ECRMANCE WARRANTS STRONG FENCE. 3. *ME TIE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 214:1V. NTS IN FILTER FABRIC SHALL HE SPLICED AT POSTS. USE STAPLES, WIRE RING5. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. Yd. BY 14 Ga. M0RE OR ALERT, IF STANDARD STRENGTH FABRIC USED. FL FABRIC 1 POST SPACING MAY BEJ INCREASED TO 8' m ME BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE IN. 4x4' 1504 JMIN. BAO0ILL TRENCH Mt NATIVE SOIL OR 3/4 -1.8' WASHED GRAVEL 2 o4 WOOD POSTS. STEEL FON POSTS, REBA% EQUIVALINT MIN. MAINTENANCE BTAMDARDB 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF 114E FENCE 0.000NG AND !KITING AS A BARRIEIR 10 FLOW AND THEN CAUSING 01ANNELTAITON OF FLOM9 PARALLEL 1O THE FENCE IF THIS OCCURS, REPLACE 1)45 FENCE AND /OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN IT IS B' not 8. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN. IT SMALL BE REPRICED. °TEMPORARY IDLY FENCE 040110004404011 USE {)REMOVE DRAIN ORATE INSERT FRIER REPLACE GRATE TO HOLD IN POSITION SPE0FlCAIONS 0 FILTERS TO BE A MIN Y DEEP 2•CONSTRUCIFD OF WOVEN POLYPROPYLENE 3IALL SEAMS DOUBLE STITCHED 4) PERMEABAJIY — 40 DAL PER MIN \ SO FT 5)REUSEABLE OR THROW—AWAY (1) REM4OVE � FILLED TO 1/2 WAY IWO( EQUIPMEENNTT � 00505 ON OTHER (2)CLEAN AND REUSE OR REPLACE OCB SEDIMENT FILTEll N.T.S. : o-08/ 09 DESIGNED 11( DRAWN FPH CHECKED RDS SYM REVISION 0A101 _BY •PP'D An Fr4inee:ing Berli., Company 11255 Kirtland Way, Suite 300 Kirkland, WA 98033 p. 425.827.20141(. 425.827.5043 Cwll 1 Structural 1 Planning 1 Survey paceengre.com VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS JOB NUMBER 07040.00' SHEET NAME TESL DET 521 SHEET 0•11 OF 14 • CB R11-34834 I0 12'D0C(N)=344.44 IE 1216124C( =344E4 O 10 12'CONC(S .344.79 cP/17 326- 61.3PK/W N= 175164.689 0■1640151.005 ELEV -34641 08 951446.28 IE 'YCOYC(N)=344.55 10 1210590(S )-344.53 10 12'CONC(E)= 344.63 SS 01 =34619 0_ MC B•PVC(E,V4 337.37 E 6'PW(N)=339.39 PORTION OF SW 74, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON 08 801.349.93 IE 12"0:01C(16.34,173 IE 12'0011CTFx344.83 CP/26 5540- 53.28PK/W 6.175112.485 0.1640403.305 El/V.348 80 C8 55-348.80 10 12.0240006.345.65 E 1200140( ,30 E It034 343.70 m 0 %0 nee_ 8.PVC(E W)s337.7O 08 261440136 E 12103190(N)= 340.48 m CB 016.3 E lYCONC(N)= 344.02 IE 12.CCNC(S»343.32 55 EM -34179 0 0<81 810050(S).335.34 (ma 9011111) .. .. C8 R04442.83 E 12' N }34693 IE 12.0200(S)440.03 it i :OUND 5 R&C 591097 CP325 5548 - 66.254/0 N- FFII470 E.484:488.40 IDEV 357.47 in SD RIM- 344.50 E ero%0(N)=341.15 11 4•PV0(511)- 241.90 MM1114f,111CiiFlillig �" 7Iu Mt-3 rr Is ' tll� WaCOff�Il _ Now a iPLl�_ CB 00 =34139 . E 12110PE(NE)= 340.89 • E 1211OPUS).340.89 C 951- 342.98 IMF( SY1 34801 , E 1210PE(N 34081 341,76 3 14 UTILITY CONFLICT NOTE; CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 114E LOCATION. DIMENSION, AND DEPTH OF ALL ERSTINO UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNO THE UIUTIES AND SURVEYING 114E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING MUTT LOCATE 0 1- 800 - 424 -8865 AND THEN POTHOLING AU. OF THE casino UTU1IES AT LOCATIONS OF NEW UTUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFUCTB VOTED OCCUR THE CONTRACTOR SHALL CONSULT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR 10 PROCEEDING M1T1 CONSTRUCTION. C8 1214445.27 10 IYO *00-310.32 E 11%060).34047 E 12'[0 .340.47 (8100CED 0918 STEEL PULE) CP625 5548- 67.23RAC 6.174887.546 0.1640222.058 (LEV.342.00 LINK S87'55 05 "E CB R'.11•344.10 IE 12•0I4E(1- 230.29 IE 12' NE).339.39 CP924 5548- 68.2404/W 14- 174933.535 0=1640384.838 ELEV- 344.17 SPILL 001TA181ENT RM =344.39 r_ 4. 500.340157 B0T109 OF PLASTID CO1436.342.19 8070106 a 0145110 SIRU01N9E.33804 TOD OF WAD(12'PVC).34144 0 CNNL441.04 GRAPHIC SCALE 0 10 20 40 (IN PEST) 1 Inca = ED feet LEGEND WATER VALVE F S/BD) CURER CUCU POLE YPOWER TRANSFORMER POWER /TELEPHONE VAULT TELEPHONE RISER OAS VALVE STREET LIGHT SPOT ELEVATION SIGN MLBOX ROCKERY CONIFER TREE DECIDUOUS TREE FOUND CASED MONUME597, � ViLLOW �ATED SET PK • WASHER STAMPED LS. / EXISTING PROPOSED ..M�,, 000 • 0 • O ial 8m OB CD 9131 SITE BENCH MARK UNLESS 0111ERA15E NOTED OSA SET WOOD FFEENCE 50160050 CURB VERTICAL CURB 4Fdifs pU ppEUNE 8 l NONE LINES FENCE GENERAL ASPHALT PAVING HEAVY ASPHALT PAVING CONCRETE PANTO PROJECT NOTES 1. CONTRACTOR SHALL HAVE A COPY OF 114E MOST RECENT CITY OF TUKWILA INFRA. INFRASTRUCTURE CESICN AND CONSTRUCTION STANDARDS ON511E A7 ALL 2. SEE 8HT C.0 FOR QTY OF TUKWILA GENERAL NOTES. 3. SPOT ELEVATIONS SHOWN REPRESENT PROPOSED FINISHED GRADE AT BOTTOM OF CURB. 10P OF CURB 64 0.6' ABOVE BOTTOM UNLESS OTHERWSE NOTED. 4. SEE ARCH. FOR PARKING LOT STRIPING AND WHEEL STOP LOCATIONS AND ADDITIONAL INFORMATION GRADING NOTES: 0 INSTALL CONCRETE WALK (71 NEW ASPHALT PAVING SEE PLAN AND LEGEND FOR WHERE TO USE EACH PAVEMENT SECTION. 0 NEW CONCRETE PAVING (TYP) xiar OINSTALL EXTRUDED CURB SEE PLAN AND LEGEND FOR WHERE TO USE ®INSTALL VERTICAL CURB SEE PLAN AND LEGEND FOR WHERE TD USE © GRASS LINED SWALE 0 PROVIDE OUTFALL PROTECTION © CONTACTOR TO PROTECT AND COORDINATE THE TELEPHONE CONDUIT WITH PROPOSED STORM PUMP STATION (24. STORM PIPE TO CROSS UNDER THE CONDUIT,) GENERAL GRADING NOTES 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES M THE EXISTING CONDf11CNS AS NOTED ON THE PLANS, OR W THE SOILS REPORT. PAMPA SLOPE SHALL BE 211 H8800NTAL•YERSICAL FOR CUT AN FILL R E C E' 0 YI D UNLESS OTHERVASE SPECIFIED, ALL EMBANKMENTS K NE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2-03.X14)13 OF THE W5D0T STANDARD SPECIFICATIONS. EMBANKMENT COMPAOT083 SHALL CONFORM TO SECTION 2- 03.3(14)0 METHOD B OF SAID STANDARD SPECIFICATION& EMBANKMENTS DESIGNED TO IMPOUND WATER SMALL BE COMPACTED TO 9876 MAXIMUM DENSITY PER SECTION 2- 03.3(14)0 MEDICO C OF W500T STANDARD SPECIFICATIONS LUj43 iU1`;ITV 0 Clh NEP Lit FES 0 7 2000' ALL AREAS REC05NO FILL MATERIAL SHALL BE PREPARED BY REMOVD40 VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A. BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL A190 THE HEIGHT IS GREATER THAN D FT. BY BENCHINCEE G INTO SOUND COMPETENT MATERIAL AS DETERMINED BY A SOILS EM SEED AS REQUIRED IN AREAS OF IU6 OR LESS SLOPE AND IN STEEPER AREAS tai SLOPE) FOR A MNOMUM HORIZONTAL DISTANCE OF 10d. USE MULCH o08 NET1196 OR OTHER TREATMENTS FOR STEEPER AND LONGER SLOPES SEED SHALL NOT BE USED IN AREAS SUBJECT 10 WEAR BY CONSTRUCTION TRAFFIC. DEVELOPMENT DESIGNED TK DRAWN FPM CHECKED RDS _ SYM REVISION PATE, BY APP.!) M EnglneeMg Swims Company 11255 Kirkland Way, Sulfa 300 KYAlan4 WA 88033 p. 425.82720141 f. 425.827.5043 CMI 1 Strudurel 1 Planning 1 Survey _ paceelXSra.com VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 88188 DATE FEBRUARY 2008 SCALE 1 " =20' H VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION GRADNO PLAN JOB NUMBER', 07040.00 SHEET NAME GRAD C3.D' 5HEET_ML OF 14- 3 HMA (PG 58 -22) r CRUSHED ROCK COMPACTED TO 95% MAXIMUM DENSITY SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY CRUSHED ROCK ALTERNATIVE 3" HMA (PG 58-22) SUBGRADE COMPACTED TO 958 MAXIMUM DENSITY ATB ALTERNATIVE STANDARD ASPHALT OPAVING SECTION SCALE: NTS PAVEMENT 10' 21 2 11/YR (TYP 2PL) 1' R (TYP 2PL) 7 -11- 11-11= 11 11 1 =11'i 111111 I 11 =1 11 =11 =11— :11 =11 =11- PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON 3' HMA (PG 58-22) E0. E0. 8' CRUSHED ROCK COMPACTED TO 95X MAXIMUM DENSITY SUBGRADE COMPACTED TO 958 MAXIMUM DENSITY CRUSHED ROCK ALTERNATIVE 3' HMA (PG 58 -22) SUBGRADE COMPACTED TO 958 MAXIMUM DENSITY ATB ALTERNATIVE HEAVY VEHICLE ASPHALT O2 PAVING SECTION SCALE NTS MIN. AS SPECIFIED � BARS EXTRUDED CEMENT CONCRETE CURB 15' V -0" ab 7'CC.r+z�:.Hra:. ta vat r 13.E14,r11 F'j1 �y4.. If g'4.`''L � i.v��.:E4c: s.._ % / / / //.I % / NOTES: /3 BARS o" ate` ,, I i "3Ff X FAir Aim CEMENT CONCRETE CURB CUT/SAWED JOINT SPACING OF ANCHOR BARS 1. 1. CONTROL JOINTS SHALL BE PLACED NOT TO EXCEED 10' 0.0.. 111RU JOINTS SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND DRIVEWAY RETURNS AND MERE EXPANSION JOINTS OCCUR Pl THE PAVEMENT SLAB. 2. CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL :1TH AIR — ENTRAINMENT. (D OEXTRUDED CURB EXTRUDED NTS F1LTER•FABRIC ROCK UNDER CONCRETE SIDEWALK — PEDESTRIAN ONLY • K •• 4' CONCR TE PAVEMENT 1/4" R YAW' 8x8 W1.4xW1.4 4' CRUSHED SURFACING TOP COURSE SUBGRADE COMPACTED TO 958 MAXIMUM DENSITY OR AS DIRECTED BY GEOTECHNICAL ENGINEER OCONCRETE WALKS SCALE: NTS PLACE ROCK 1' ABOVE CROWN r00711 SIDES SECTION A -A OUTFALL — 8' DISCHARGE PIPE PER PLANS 1' ROCK THICKNESS SEE GRADATION TABLE CHANNEL ROCK LINING GRADATION TART F ROCK UNING SHALL BE QUARRY SHALL WITH GRADATION AS FLOLLOWS: PASSING 8 -111CH SQUARE SIEVE: 1008 PASSING 4—INCH SQUARE SIEVE: 40-60X MAXIMUM PASSING 3/4 INCH SQUARE SIEVE: 0 -10X MAXIMUM 0. 0 0 PLAN OOUTFALL QUARRY SPALLS NTS ()VERTICAL CURB 4 SCALE NTS REBAR — (2) 63 CONT. BETWEEN EXPANSION JOINTS RECEIVED FEB 0 7 2008 VEL.il 61V DESIGNED TK DRAWN FPH CHECKED RDS SYM REVISION DATE BY APP'D 11255 Kirkland Way, Suite 300 KMdand, WA 98033 PACE p. 425.827 2014 1 1.425.827.5043 CN11 1 Structural 1 Planning 'Survey An Erpin..Mg Sane. Company paCeengre.COm VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98168 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION GRADNG DETALS 0 °n 54 8' CB RIU.346.34 IE IYCONQN).344.44 It 12'CONC(Np34.e4 IE 12'CONC(S }344.79 CP /17 325- 61.3PN/W N- 175164189 E =1640151.005 ELEV- 346.41 CB R18 -34620 IE IYCONC(N) =34.53 IE 12'0810(S )-344.53 IE 12'CONC(E }34.63 SS R N -4819 Q OI96. B'PVC(EW)- 337.37 TEE SINC00.33639 PORTION OF SW 74, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON CB 604 -45.03 10 12'00NC(64) 44.73 10 1YCON0(E}34483 CP /26 CS 00.46.60 5540 - 53.2604/45 E 130000((W}345.65 N =178112.485 IE 1YCONC(S )-45.30 E =1640403.393 IE 12'CONC(E}345.73 ELEV ■4B.6D O CB RO1 346.38 IE YCONC(0}346.46 60 CB RIW- 345.6/ E 12'CONC(N }344.02 IE IrCONC(S )-343.62 IE 347.65 TYPE II 48" IM 45.'2 IE 341.05 PROVIDE 'ELBOW ..'_ PARCEL A CB; 'E II 48'0 SO D RIM 345.57 .91 MP PUM SS RE- 343.7G 0. O1NL 6'CONC(S)=3354 (STUB NORTH) • • • CB RH.42.83 10 IYCONC(N ).■340.93 E 1YC11VC(S )=34093 50 R9- 545.33 IE 12'CLIP(W) =41.20 TOP OF RESTRICTOR -343.73 E RES4RICT00-40.85 90 (L (n in SD WN -344.00 IE 6PVC(11 }541.15 10 4'PNC(SW)=41.95 EOF10 5/8' Re LS 400957 CP525 5548 - 69.254/0 0:484008415 REVa39.47 cr4100D0855 10 341.83 N,W) gc.D. 10 341.83 (E CB 04- 343.39 . IE 1YHOPE(NE}340.89 . IE IYHDPq 34089 CB R0N =42.98 ITEM N DRAIN IC IYCLIP(SN) -040.91 IE 12'110PE(N) =40.91 E 4'PVC(E) =341.76 SPLL 00ITAIN1QNT 801 =54.39 E CPVCS02.241.57 BOTTW CF PIAS110 00,£8 ■42.19 BOTTOM CF PLASM STRUCTURE -33604 TOP OF WAO(13.PVC )=43.44 CL CHNL.41.04 UTILITY CONFLICT NOTE; CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF11N0 114E LOCATON. DIMENSION. AND DEPTH OF ALL EXITING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE URUTTE9 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSIRUC110N. THIS SHALL INCLUDE cAU040 U101TY LOCATE 0 1 -000- 424 -5565 AND 11101 POTHOLING ALL OF THE =STING UT1U11E3 AT LOCATIONS OF NEW UTIUIY CROSSINGS TO PHYSICALLY VERIFY W91EINce OR NOT CONFLICTS EAST.' IF CONFLICTS SHOULD OCCUR, 1HE CONTRACTOR SHAH CONSULT ENOQIER TO RE60LVE ALL PROBLEMS PRIOR TO PROCEED04Q WITH CONSTRUCTION. CO R64,142.27 IE 12-04P(40.340.52 IE IYCONC(S) -340.47 IE 12'CONC(q.34047 (FLOCKED WIN STEEL PLATE) CP023 5540 - 57.239 &C N.174807.546 0- 1640222.850 ELEV..342.00 DESIGNED TX DRAWN FPH CHECKED RDS SYM REVISION DATE_ BY APP '0 4 WNUNN 587'56'05 "E 2 • .17' INSTALL SOUR UD CB RM.544.14 IE 12'0000 4839.79 IE 12'010(NE)= 339.39 CP /24 5540- 68.24PN/W N- 174033.535 0.1640384.638 ELEV ■34.17 GRAPHIC SCALE 20 0 10 20 I. (IN FEET) 1 inch a E0 test LEGEND 40 CUY ANCHORTM "LE ■ POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/Tv RISER 013 VALVE STREET UCHT SSPGONT ELEVARON MAILBOX ROCKERY CONIFER TREE DECW0U5 TREE FOUND CASED MONUMENT WI4YYADTTpEpRAyNyE VVVTAAELVEEp LMlimOLEST(55 /5D) U�OTHE�ATEO.�W EXISTING PROPOSED D pa:0 eel* F F ID OEM CID 1310 • 67 O • • SET PK & WASHER STAMPED LS. N ■( $ SITE BENCH MARX UNLESS ONNERVISE NOTE0 ® 49 , pU ex �E� U4:.' RBUNB iFIEPHO0L Ll6E5 CHAIN CE PENCE SILT FEN WOOD FENCE 011IRU200 CURB VERTICAL CURB tI S GENERAL ASPHALT PAVING HEAVY ASPHALT PAVING cONCR TE PAVING - - --OCT - -5498- --UO07 F STORM PIPE SCHEDULE PV01 35. GASKET TYPE ID-3034 008 3I. GAASKE J0l lT - ALL SIZES, BEDDING CLASS B, LOPE: (LINED CORRUgGATED �pPOOLLYE�TyHYLENE gPIPE) �� p pR EgnE �MINIMU AS1M pIll48, AND SHALL MEteTGRAZT03M 414 34, CON�STRUC EN00 MATERIALS L USED SHALL BE AS INDICATED ON THE RECEIVED FEB 07 2008 COMMUNITY DEVELOPMENT 11255 Klddand Way, Suite 300 IOrldand, WA98033 p. 425.8272014 11. 425.8275043 Civd I Structural [Planning 'Survey An EI1gneeoS• 8644966 Ccaprzy paCeengra.COnl VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE 1 " =20' H VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION STORM MANAGE PLAN JOB NUMBER 07040.00 SHEET NAME STORM 04.0' SHEET 040 OF_4_ 48' DIA-9" 54. OIA -8' CATCH BASIN FRAME ARD ORATE OR MANHOLE RING AND COVER 10 MAX 4' MIN • RISER OR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMINT SECTION RAT SLAB COVER HANDHOLD STEPS ARID HA/401140 LADDER MANUFACTURED BY LANE (POLY PROPYLENE/GRADE BARS, WIN REFLECTORS)) MORTAR (TYP) SEPARATE CAST IN PLACE BASE GRAVEL BACKFILL FOR PIPE ZONE BEDDING 6' MIN COMPACTED DEPTH FOR PRECAST BASES ONLY. REINFORCING STEEL (FOR SEPARATE RASE (gNLM 0.23 SG 1 FT IN EACH DIRECTION FOR 48 0.19 SO IN/FT IN EACH DIRECTION FOR 84' DIA 8' 12' MAX NFORCING STEEL BASE_ W/ W INTEGRAL RISER) .15 SO IN/F7 IN DIREC110N FOR 48' DIA 0.19 50 IN /FT IN EACH DIRECTION FOR 84' DIA NOTE: 1. NO STEPS ARE REQUIRED WHEN HEIGHT 5 4' OR LESS. PRECAST BASE W(TH INTEGRAL RISER • RING r SEPARATE PRECAST BASE JOINT DESIGN ASSUMPTION: SOIL BEARING VAWE EQUALS 3300 #/FT (MIN) CATCH BASIN DIMENSION TABLE DIA wALL DFODILSS THICKNESSTMISK¢ MINIMUM DISTANCE ETWEEN KNOCKOUTS BASE REINFORCING STEEL 3N /FT IN EACH DIRECTION INTEGRAL BASE SEPARATE BASE 48' 4' 8' 36• 6' 0.16 0.23 04' 4 I/2' 8' 42' 6' 0.19 0.19 NOTES: 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SEC110N. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 0 MINIMUM TO 2 1/2' MAXIMUM. 8. GROUT ALL JOINTS INSIDE AND 0111510E. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE 51101 ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE A r MINIMUM CLEARANCE STEPS IN CATCH BASIN SHALL HAVE A 6' MINIMUM CLEARANCE. NO STEPS ARE REQUIRED WHEN 'B' IS 4' OR LESS ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS A NON - REINFORCED CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS O ALL PRECAST CONCRETE SHALL OBTAIN 4000 PSI 0 28 DAYS PRECAST BASES SHALL BE FURNISHED WITH CUTOUT OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM. KNOCKOUT OR CUTOUT HOLE S1ZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS MAXIMUM HOLE SZE IS 38' FOR 48' CATCH BASIN. 42' FOR 54' CATCH BA51N. MINIMUM DISTANCES BETWEEN HOLES IS 8'. FRAME AND GRATE OR RING AND COVER SHALL BE IN ACCORDANCE WIN STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -6210. MA71NC SURFACES SHALL BE FINISHED TO ASSURE NON-REMIND FIT. ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF B0,000PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WU1H 1' MINIMUM CLEARANCE. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. FOR DETAILS SHOWING FRAME AND GRATE. RING AND COVER SEE STANDARD PLAN D -3 AND D-4. FOR DETAIL SHOWING LADDER, STEPS. HANDRAIL AND TOP SLAB SEE STANDARD PLAN D -8. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RI5ER. O CATCH BASIN TYPE 2 48' & 64' NT8 DESIGNED M DRAWN FPH CHECKED RDS _ srA_ REVISION DATE BY_IAPP'D k PORTION OF SW Y4 NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON 1/2' 0 3/8' HIGH RAISED TRAF50 PATTERN 3" LETTERS. 3/6' HIGH. 1/2' WIDE AT TOP. 3/4' WIDE AT BASE 1' UFRNO HOLE 2' FROM EDGE OF COVER (1 RE000ED) TOP OF COVER 10' �6 26 3/4' 25 1/4' 24' 11 25 1/4' 34 1/8' FRAME AND COVER ELEVATION (Ranted Traffic Pattern Not Shown) INSTALL FRAME AS TO CENTER BOLT - DOWN ABOVE STEPS FRAME PLAN INSTALL GAP NOT RUG FFL SH MTH 34'0183 CI A 80 SPANG T BOLT =DOWN DETAIL (Raised Traffic Pattern Not Shown) SECTION A -A NOTES: 0 CC�O/ORRVVEEEI1R55SHALL BES(1100E0000 DOWN WITH SSPR004S. DRILL D2) 111/OU6 34'0 4C FROM EDGE OF COVER WHEN REOUIR 0 MATER141. 15 DUCTILE IRON ARTA A538 GRADE 80 -55 -08. 2 TYPICAL STORM MANHOLE COVER DETAIL, NTS MIN. 2 %RAPS OF 610 WIRE FOR MAGNETO LOCATION FINDER M En9MeeIg Senke &CaaOWnN OTYPICAL STORM_ CLEANOUT DETAIL, NTS ppr 177• 8"....1 11/2 � I"2� 11. SECTION I�3/4" B -B 9 -1 8' OR C FER (TYP) AND ORATE SEE STANDARD PLAN FOR DETAILS) R' 01.000 2001 1 DN IF R1SER 0051159 PfRECAST BASE SECTION MEASUREMENT AT THE TOP F THE BASE) ()TYPE I CATCH BASIN N.T.B. /1 6.26' -.-I 13 1/4. SECTION C-C 4' /8' SECTION A -A 2' -5 1/4' 2' -2' 2'-0 1/4' 2'-0' 1' -10 1/2' b 1 10 7 NOTES: WARM/ (p� Fp O E EMBOSSED ON TOP OFETHE GRATE WIIITH 1 /10�ORECES550 LEOUTTEERS. IRON SFOLL1. O SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOINNM A 8 INTEGRALLY CAST PADS (1 -1//2"X 3/4' X 1/81. B. MACHINE BOTTOM SURFACE OUIRDE A 17' DIA. OS MATERIAL USED 514ALL BE DUCTILE IRON PER AST11-A53B GRADE 80- 80-06. ALL CASTINGS SKULL HAVE A BITUMINOUS COATIN0. O WHEN LOCKING GRATE f5 REQUIRED HOLES WILL BE PROVIDED IN THE CASTIN0 TO ALLOW FOR TWO 5/8' DIA. STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD PROTRUDES ABOVE TOP OF CASTING. 5 TYPICAL STORM CB COVER DETAIL, NTS NOTES: 09704 SAS INS TO BE RUCTED IN ACCORDANCE WITH ASTM C 478 (MSHTO M 1991 6 ASTM C 890 UNLESS OTHERWISE SWAN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. MACCEPTABLE ALTERNATE FABRIC HAVING MIIUM AREA F D. SQUARE NCII ER FOCI1 MAY BE 115ED, WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (MSNT0 0 221). WIRE FABRIC SHALL NOT BE PLACED IN 0445 KNOCKOUTS. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIM] LM DIAMETER OF 20 KNOCKOUTS MAY BE EITHER ROUND CR D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS, KNOCKOUT OR CUTOUT HOLE SIZE 1S EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5' -0'. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER 5E01'104 SHALL NOT EXCEED I /2'/F1, CATCH BASIN FRAME AND ORATE SHALL BE IN ACCORDANCE WITH STANDARD FED�AL SPECIFICATION -6215. 0511 NO SURFS L BE FINISHED TO ASSURE NON - LOCKING FIT. FRAME AND ORATE MAY BE INSTALLED WITH FLANGE DONN OR CAST INTO RISER. 12 5/16' 12 15/18' 10 1/8' Og YARD DRAIN DETAIL NTS RECEIVED FFR n "' 7nnn RISER (OR E01.14) NDS #1216, 6 D((TENSION �- NDS #1200, 1203 OR 1204, TAPERED CATCH (OR EQUAL) mare mile /.0 q 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.82720141f. 425.827.5043 CND I Structural 1 Planning.] Survey paceengrs.com VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98168 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION STORM. DRAINACE DETAILS JOB NUMBER 07040.00 SHEET NAME SD DET C4.1 SHEET 0.4.1 OF • CONTROL PANEL LOCATED IN PARKING GARAGE, LOCATED PER ARCHITECTS DIRECTION. PANEL AND INSTALLATION PER HYDR -MATIC SPECIFICATIONS. LIFT STATION SHALL BE 230V, SINGLE PHASE. CONDUIT SEAL TO BE SUPPLIED BY CONTRACTOR TO MEET CODES & PREVENT SURFACE WATER FROM ENTERING J. BOX • PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON SEE SITE PLAN FOR CONTINUATION. 1Yt" PE 1)4" x1)4" COUPLING 1)4" PVC WYE 2- 1Y"x1)Y INCREASER 1Ye PVC DISCHARGE PIPE. CEMENT DISCH. PIPE IN POSITION LINK SEAL (TYP.) IE 340.91 48" DIA. TYPE I MANHOLE 9 GROUT ALL PENETRATIONS PUMP 2 ON ELEV. 342.41 PUMP 1 ON ELEV. 341.41 IE 340.91 PUMP OFF ELEV. 339.41 ELEV. 338.41 4 "0 LCPE !LI1 .:rgaZ,: ti•} %e" 'ED H gr 11 // %" STUDS (4) HOLES 1)4" GUIDE RAILS J SEE SITE PLAN FOR PIPE ORIENTATION. FLANGES MUST BE SQUARE, AND SPACING AROUND FLANGES MUST BE EVEN. 2 HOLES 48" DIA IN EACH BASE PLATE FOR ANCHOR BOLTS (4 HOLES TOTAL). 3'— 0" x 3' -0" METAL HATCH MODEL APPROVED ROVED EQUAL BY BILCO OR APPROVED EQUAL GATE VALVE EXTENSION PROVIDED FOR DISCH. GREATER THAN 2' FROM TOP OF BASIN INTERMEDIATE BRACE REQ'D. FOR EXTENSIONS LONGER THAN 10' -0" GUIDE RAILS — 114" GALVANIZED STEEL PIPE STAINLESS STEEL SUPPORT BRACKET HYDRAULIC SEAUNG FLANGE BALL CHECK VALVE 1 Y4" N.P.T. GATE VALVE �ELEV. 341.41 DUPLEX GRINDER PUMPS HYDROMATIC HPGLX -200 OR APPROVED EQUAL IMPELLAR SIZED FOR 17.36 FT. TDH AND 33 GPM 1.2' OF CONC. FOR BALLAST — BOTTOM SWALE SECTION ..... 356 ............... 346 344 340 FINISH GRADE —2.OX FlNISH GRADE FILTER FABRIC PER ,,, 336 LANDSCAPE PLANS EX. GRADE 6" DEEP AMENDED TOP. SOIL SEE LANDSCAPE PLANS FOR MORE INFORMATION 356 352 348 344 W SQT b (LOCK 340 336,..... 0 +00 ()GRASS LINED SWALE SECTION A -A NTS RECEIVED FEB 07 20111 BXPOOtB m d- DESIGNED TIC DRAWN FPH CHECKED RDS SYM REVISION (PACE DATE BY APP'D AB&Omana seven WW1 pace ngrs.cam 11255 IOrldand Way, Suite 300 Kirkland, WA98033 p. 425.827.20141 f. 425.827.5043 CNII 1 S3uctural 1 Planning 1 Survey VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98168 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION STORM DRAINAGE JOB NUMBER'. 07040.00 SHEET NAME 5D DET C4.2 MEET. 04.2 OF _14_ (8200188 917187 D5 1 6 CB RIM -34834 I IE IYOONCC(N - 344.44 IE 12CONC( .341.84 It 12'CONC(S).344.79 CP617 328- 81,3PK/W N =175164.889 6- 1840151.005 ELEV.346.41 CB R11=346.30 IE IYC0N 6) -34433 IE 12'CON 5..344.53 IE l2CON .34463 SS 66•34819 0. C4WL 5'PYC(E,7).337.37 81•VC(N)33839 PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON CB 1111-34893 E IYCON 34473 E 12'CON 344,83 CP625 5540- 53.26PK/W N =175112.485 E =1840403.395 ELEY-348.60 CB 6•34880 E 12'CON 345.65 E 12 -CON S 345.30 E 12'CCNC(E}345.70 '5 0 /6.. 048 8'WC{L6 3T777o C8 PIM. E 12'CONC(N) -344.02 IE 12b0NC(S)- 543.82 C9 RN-348.30 E 12'0:14(10.348.48 Sol ASTE4 -343. '3$ IF 1- PESERVICE • S8T E 53'09 " r( . 100.75' ' • 1 YARD HYDRANT �•,� I ZURN MODEL Z1396 OR EQUAL :04„ CA ED TEE SS 189.343.79 CL CHNL 8•CONC(S).335.34 (5119 NE811.0 FWN2 5 R8C 1S 616. 7 CP4Y45 5548 - 68.2548/7 7 1.,0400544115 lil EL 4 117.47 SD RIM -345.33 It I2'D4P(W)- 341.20 C.O. TOP OF RESTRICTOR- 343.73 E RE51RIC106 -340-03 64100008505 01. SD RIM ■344.00 E 4'v N) -348.15 E 41+VVC (SW).34t.85 W MM.342.83 IE 1YCO5QN) -34093 IE 12'COVC(5) -34093 CO s RIM IE IE ' CB 188- 343.39 E 12"H3PE(IE}34O.89 E 12-ImPE(S).340.89 W 6M =34298 18I1NCH CRAIN I 1YUIP(Sw).310.91 I 1YHOPE(N )-340.91 • • E 4"PVC(E ).341.78 3 UTILITY CO$FUCT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION. AND DEPTH OF ALL 17891160 U1IU11ES WHETHER SHOWN ON THESE PLAN$ OR NOT BY POTHOLING THE UTILITIES A40 SURVEYING 114E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CAWNO UTILITY LOCATE 0 1 -800- 424 -6355 AND THEN PC/MOUND ALL OF THE LUSTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY YNETHER OR NOT CONFLICTS EXIST. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ENONEER TO RE50Lt£ ALL PROBLEMS PRIOR TO PROCEEDING 8.46114 ODNSTRUCITON. CB 683.342.27 E 12'64P(14),140.52 E 1YCONC(S).340.47 E 1Y E) -340.47 (BLOCKED NTH 51668. PLATE) CP62S 5548 - 67.239, K 17- 174887.546 6-1640222958 0- 6-164 02342.00 .00 17 C8 8I9 =344.19 It 1216 29 IE IYCY E)=339.30 CF124 5549- 6&24PK/W 6=174933.535 E ■1840384.838 ELE0-344.17 SPIV C3NTAOO1ENT 1861.344.39 E 4'P8C(SW).341.57 BOTTOM OF PLASTIC COYER.04219 BOTTOM OF PLASTIC 01RVC1UR6.230.04 TN OF WAD(12-PVC)- 343.44 0. CH!8. 341.04 l 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 Inch a PO feet LEGEND EXISANG PROPOSED WATER VALVE I U t�S/S0) 0 0 o POW GUY AANC1406 POLE Co- POWER TRANSFORMER III POWER/TELEPHONE VAULT ®® TELEPHONE/TV RISER OAS VALVE STREET LIGHT ¢-( SPOT ELEVATION 5106 MAILBOX ROCKERY coza CONIFER TREE DECIDUOUS TREE FOUND CASED MONUMENT UNLESS • 1PO7MERNISEPSfATED." W SET PIC 4E WASHER STAMPED LS 9 • TI SITE BENCH MARK UNLESS OTHERWISE NOTED TLIOS pUN pp INEE Lai CpN1�DG'CGEUNS EiEIEPHOt1EESL61ES yp1A5 CE CE INTRUDED CURB VERTICAL CURB GENERA. ASPHALT PAVING HEAVY ASPHALT PAVING CONCRETE PAVING RECEIVED FEB 0 7 zoos COMMUNITY DEVELOPMENT" DESIGNED 7K DRAWN FPH CHECKED RDS REVISION DATE_ BY ,APP'D An EngtnoH619 Swims CoT081 y 11255 Kirkland Way, SLdte 300 Kaldand, WA 98033 p. 425.827.201417. 425.827.5043 CMI 1 Structural !Flaming 1 Survey paoeangrLGom VALLEY VIEW SEWER DISTRICT 3480 S. 148th Street, Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE 1" =20' H VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION WATER AND S.A TARY SEWER JOB NUMBERI 07040.00 SHEET NAME WASS C0.b SHEET 08.0 OF '4 0 F4 n VEDex rthgl 0 1NMr)! ZFFZE POLYDRAIN M000. 422 MSS C GRATE PORTION OF SW Y4 NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON POLIDRALV NO. BCD SEWS SMALL CATCH BASIN INTERL000IN0 JOINT 9•.C.00e_ — %73////1/7///// / //, SECTIONS APPROX. r —r LONG EACH TRENCH DRAIN IS TO CONSIST OF TWO POLYDRAN CHANNELS AN END PLATE AND A CATCH BASIN MT FACE OF TRENCH DRAIN PER ARCHITECTURAL PLANS CENTER BETWEEN SIDES OF WADS POLYORAIN CHANNEL 4' PREFORMED CUTOUT CUTLETS °TRENCH DRAIN DETAIL NTS r PREFORMED CUTOUT 01)11EI5 GROUND LINE I.P. DRAIN i3ORT FEMALE I.P. OPTIONAL GRAVEL. GUARD ( -AC) RECOMMENDED CONCRETE PROTECTIVE BASE (BY OTHERS) m T n n } ()YARD HYDRANT DETAIL NTS 1 FINISH GRADE N010 1. CLENOUT COVEN @ FRAME TO BE PROVIDED FOR LTEANOUTS N RICNT -OF -WAY AND DRIVEWAYS OIE NOUIS ON PRIVATE PROPERTY TO BE r BELOW SURFACE WITH 15 FERROUS SWAP ATTACHED. 2 ALL FITTINGS TO BE SHOP FABRICATED BY SPECIFIED FT10005 INC. OR EQUAL 12'1 PIPE 02010 OLYMPIC FOUNDRY CG SERIES IV / 11-1025 W/ TWO STAINLESS STEEL BOLTS SEWER MAI PER PLAN UMIT OF PAY REM FOR PIPE L40T OF PAY ITEM FOR CLEANOUT 2' DEPTH P.C.C. SQUARE CONCRETE PAD 45 BEND Sig PER PLAN W/ CHERNE PVC PLUG BEDDING MATERIAL INSTALL WATERTIGHT PLUG 111111121M1. MI=11111MI SEWER MAIN PER RAN 15' 15' ANOUT COVER AND FRAME DETAIL 15 VAL VUE SEDER DISTRICT 8 IN. OR 8 IN. DIA. CLEANOUT NOT TO SCALE SAW CUT & SEAL EDGES W/ TWO COATS OF TAR NOTE ANY DISTURBED ASPHALT EDGES WILL REQUIRE 1.5' MN. *00TH PATCH AND A E' BASE OF W COMPACTED MEWED ROCK 1.5' CLASS 'B' ASPHALT SAW CUT & SEAL EDGES W/ TWO COATS OF TAR W COMPACTED CRUSHED ROCK 952 COMPACTION TRENCH WALL NOTE PATCHING IN THE 01Y OF T1IKYALA TO BE 1.5 TRIES THICKNESS OF COSTING PAVEMENT UP TO A MAXIMUM E' DEPTH P11 RUN GRAVEL PLACED IN 1' UFTS AND COMPACTED TO 952 DENSITY WHERE REQb AND/OR AS DIRECTED BY THE ENGINEER OR THE CITY OF IUXVALA/SEATAC/KING COUNTY ISTD. DETAIL No. 15 nagaseartzsg Masualas ASPHALT PATCH AND WATER TRENCH DETAIL Mr UN 4/000 NA1A VIM w Nu¢ ca." Prran DAN owmxir King County Water District No. 125 OEANCUT FRAME & COVER, PAVEMENT REPAIR TO MATCH 5(151140, r MBL EXISTING ASPHALT PAVEMENT NORM 4' — 5/5' MINUS COMPACTED CSTC UHL= OTHERWISE ORDERED BY THE QTY. (TYP.) CRY OF SEATAC PAVEMENT PATC1 IQ DETAL NOT TO SCALE 4441%A1N'MCA MERotar 15 M01 CMC 406 OALOy PATONN�g RW00 AIL Qria MER IADA PAwN Ka RECEIVED FEB 0 7 20 comautirry 47EV'TiJ taxi ail icy 0,1105 0, 0 DESIGNED 1K DRAWN FPH CHECKED RDS SYM REVISION DATE_ BY APP 0_ PACE 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 11.425.827.5043 CM 1 Structural 1 Planning 1 Survey M EngimFMB 54IVIF.9 C*m,Mny paceengre.COnl VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Suite 100 Tukwila, Washington 98168 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION WATER AND 88AARY SEWER DETAL8 JOB NUMBER 07040.00 SHEET NAME WASS GET C. SHEET 08.1 OF 14 gF igs b 0 x g� d 6 x g � x <0 a fJ <1§2 1xx1 cdowtal ZFF= CB R3/4346.34 IE 1rWN0 N) =34.44 IE tecouc(TO -34.84 12 12•CONC(S)4314.79 I ' CPI17 328- 01.3PK/W N- 175164.839 E =1640151.005 E1EV.348.41 / I R PORTION OF SW Y4, NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON CH 8•43422 23 IE 12.0002 N) -34.63 IE IYCONCLS) -34453 tE weal E) 34453 S5 173/- 348.18 CE OWL 8.17M10-137.37 IE 674C(N }33639 CB R11S34333 E 12.0.0710(70-30473 E Ir00 E) -34483- -- CP120 5542- 53.26PK/W 8- 175112.485 641640403.395 ELEV- 348.60 CB 894.348.80 IE 1220146(43')..34585 IE 12.2034 8 34535 IE 122014 34370 SD �- y W CNNL 8•PnC(00.33730 mac Ce 8111. IE 121)72(8 )-34402 IE 12.228C(0 ).343.82 30 356 t2•COIC..343.18 I PARCEL A GU' YTER PROFILE PARCEL B [Mar ROC '1 5 356 352 348 HIGH PT STA: 1+15.00 HIGH PT ELEV: 348.36 PVI STA:0 +75.00 PVI ELEV:347.75 K: 28.64 LVC: 80.00 HIGH' PT STAR 1+84.34 RICH PT ELEV: 349.00 PVI STA:1 +75.00 PVI ELEV: 349.27 K: 35.66 LVC:90.00 64 EXIST. GRADE. CENTER LINE rNi N7. rh PROPOSED GRADE m 4a FLOW LINE LOW *PT STA: 2 +92.41' LOW PT ELEV: 348.33 PVI STA: 2 +62.41 PVI ELEV: 348.40 K:76.70 LVC: 60.00 ' LOW "PT STA: 3 +14.59 LOW PT ELEV_ 348.30 PVI STA: 3+20.74 PVI ELEV. 348.27 K: 40.61 LVC: 30.00 344 TYPE I RIM 346.00 IE 343.70 EXIST. GRADE FLOW UNE ST. GRADE SAWCUT UNE 352 348 344 EXIST. GRADE 0 CENTER UNE-1 24 0 PROPOSED GRADE 0 FLOW UNE 45 dF Ti 17 UTILITY CONFLICT NOTE; CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION. AND DEPTH OF AU. EXISTING UTILITIES WHETHER SHOWN ON 843E PLANS OR NOT BY POTHOUNO THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION WOOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIUIY LOCATE 0 1-800- 424 -6555 AND THEN POTHOUNO ALL OF THE EMSRN0 U1IUTES AT LOCATIONS OF NEW UMW CROSSINGS 10 PHYSICALLY VERIFY WHETHER OR NOT CONPLCTS EMT. IF CONFLRTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT MINER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WTI CONSTRUCTION. DESIGNED TK DRAWN FPM CHECKED RDS SYM REVISION LOAM BY 4PP'D 1+00 2 +00 3 +00 GRAPHIC SCALE 20 0 10 20 40 (IN PEET ) 1 inch v 20 feet LEGEND WATER VALVE SSS/SD) POWER oRTY POLE GUY POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/TV RISER GAS VALVE STREET UGHT SPOT ELEVATION IGN MAILBOX CONFER TREE 060064000 TREE FOUND CASED MONUMENT MOiHER1510MPSTATED.vw SET PK & WASHER STAMPED LS p E10S7INO PROPOSED 0m0 ❑ ■ a 4. M tii OD m OD CD o- t 4.1141 ( SITE BENCH MARK UNLESS OTHERWISE NOTED © m / FLOLWQ�NEE Np ppE ND 781318ONE l5 66 AW • FENCE LT FENCE VERTICAL W RB T GENERAL ASPHALT PAVING HEAVY ASPHALT PAVING CONCRETE PAVING -ss- -1s- -123- -1- _8- -UGT- 0_ ROAD NOTES 1. CONTRACTOR SHALL HAVE A COPY OF MOST RECENT CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS ON SITE AT ALL 1I1.105. 2. SEE SHEET 21.0 FOR CITY OF TUKWILA GENERAL NOTES. ROAD NOTES 11 SAWCUT EXISTING ASPHALT PAVEMENT (NEAT UNE) 0.5 FEET MIN. INSIDE EXISTING EDGE OF PAVEMENT. TACK COAT AND HOT TAR SEAL JOINT DURING PAVING. °FULL DEPTH ASPHALT PAVEMENT RESTORATION SEE TYPICAL ROADWAY SECTION. °INSTALL COMMERCIAL DRIVEWAY APPROACH. le °BLEND NEW ASPHALT TO MATCH EXISTING GRADE. ®6.-0' WIDE CONCRETE SIDEWALK. SEE DETAIL © RELOCATE TELEPHONE BOX CONTRACTOR TO COORDINATE WITH UTIUTY FRANCHISE ()PROVIDE 6- MIN CLEARANCE BETWEEN UGHT POLE AND CONCRETE SIDEWALK. ©PROVIDE 6 FEET LONG RAMP AND MATCH EXISTING GRADE TO TRANSITION TO NEW ASPHALT. O PROVIDE GRAVEL SHOULDER TO THE SATISFACTION OF COT. RECEIVED FEB 0 7 2000 COMMUNITY DEVELOPMENT SAfrailltZSIF AIM 11255 KUkland Way, Suite 300 KMdand, WA 96033 �� �� p. 4250272014 11.425.8275043 r� �/ CMI I Struchual 1 Plannlnp 1 Spy An e0DUNvg *404.8 Compaq paceengramm VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street, Sulte 100 Tukwila, Washington 98168 DATE FEBRUARY 2008 SCALE 1 " =20' H VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION ROAD FRONTAGE NPROVEbENTB JOB NUMBER 07040.00 SHEET NAME ROAD C6.0 SHEET 080 OF. • • PORTION OF SW Y4 NW Y4 SECTION 22, T. 23N., R. 4E., W.M. IN KING COUNTY, WASHINGTON UTILITY EA1ns.T NOTES: NOWT Or WAY TYPE OP MEET R101T -0FYGY man P*VOMBInvm *x von GM& ARTERIAL" URBAN CENTER ARTERIAL MING/DAL 4044 LE M COLLECTOR omuncw. S0J0 d0 1541 4 40 RESIDENM100000 L ACCESS 40 24.42 001'NERCIAL RESIDENTIAL 10 W 00 ALLEY 00 N1 CULL0WA0 ROADWAY 40 L1 TURNAROUND K IOW T ETIAI DEM COIU®NCOL w 04 L RESIDENTIAL 20 1. ALL SPECIFICATIONS SHALL MEET CURRENT WSDOTIAPWA'STANDARD SPECIFICATIONS FOR ROADS, BRIDGE, AND MUNICIPAL CONSTRUCTION'. 2. SEE DETAIL 65.11 FOR THE SIDEWALK WIDTH. 3. STREET CLASSIFICATIONS ARE DESIGNATED BY ORDINANCE. 4. PAVEMENT SECTION MUST BE DESIGNED FORA MINIMUM OF HS20 LOADING. NOT 10 SCALE City of Tukwila TYPICAL ROADWAY SECTION OWED RS-01 PECS= RN, 08.03 1 AINRDYAL. R. SHELTON NOTES( 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2 DRNEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY 8E APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPUED BY THE CDY ENGINEER 4 CONCRETE SHALL BE CLASS B OR BETTER THAN 6112 SACK 3000 P31. S. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. S ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF V' THICK 7. WHERE DRIVEWAY WIDTHS EXCEED 16. A 3/3" )( 5-1/2' EXPANSION JOINT SHALL BE PLACED LONOrUDINALLY ALONG THE CENTERLINE S ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHAPWANVSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CRY OF TUMMLA a AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURS EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT: SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. NmmlcALR City of Tukwila COMMERCIAL DRIVEWAY SIR RS09 RENSION ON 05.03 AA Na•ALN B SHELTON SIDEWALK WIDTHS MINOR PRINICIPAL TUKWILA ARTERIAL• ARTERIAL" URBAN CENTER (SEE NOTE 1) 5' S S SW RILL perm SECTION A• A � r � SSN1r p0VRIlIRI1Wrt ELEVATION NOTES: • 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED UNIT IS OVER 36 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. • 2. PLACE CEMENT CONCRETE OVER 2' OF 516' MINUS CRUSHED ROOK OR AS SPECIFIED IN THE CURRENT APWNWSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB. GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED sum NEW. NOTTSMALE City of Tukwila SIDEWALK RB-11 NEN,u1NN, 0&03 LAST 411.119016 07.06 n870YALL B. SHELTON RECEIVED FEB 07 20001 COMMUNITY DEVELOPMENT l Eames NOR /Q} 1 DESIGNED TK DRAWN FPH CHECKED RDS SYM REVISION (PACE DATE 8Y APP'D_ An EO5In11NIg SeM4I 000WIIV paceengrsFOm 11255I.:Wand Way, Suite 300 Kirkland, WA 98033 p. 425.82720141 f. 425.827 5043 OW 1 Structural 1 PiannIng 1 Survey VALLEY VIEW SEWER DISTRICT 3460 S. 148th Street Suite 100 Tukwila, Washington 98188 DATE FEBRUARY 2008 SCALE N TS VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION ROAD FRONTAGE t' OVEMEN JOB NUMBER 07040.00 SHEET NAME RD ET 06.1 SHEET 08.1 OF 14 SCHEMATIC PLANT MATERIAL LEGEND v • DROUGHT TOLERANT LANDSCAPE PLANT MATERIAL DECIDUOUS STREET TREES -2" caliper, B &B et 30' o.c. • Sunset Red MaplelAcer submit Sunset Red" • Red Oakl Quercw robe • BowbaO MapldAeerrubrum "Bawds'!" rr'r & L 1e ► trio TALL NARROW ACCENT TREES -2" caliper, B &B at 20' ore. • C6aatiller Flowering Pear /Pyrus cal/wysna "Chnniller" • European Hornbcnm/Carpinur Wain, "Fardpara" • Korman /Corrtdlpby6um /spools= CONIFER TREES - 6' Might, B&B • Western Red CederlThol pllnea, • Hollywood Jnniperh/un/pernnr chlnenrb "Torolon" • Shore PfneIPlnw rondo MEDIUM EVERGREEN FLOWERING SHRUBS • 18" height, B &B at 5' -7' 0.4. • White Rock Roselartur hybrid,. • Julia Phelps Ceanothua/Coanolhur Voila Phelps" • Red Oder Dagwood/Cbrnu, rfo/onllera • Strawberry MadroodArbouu unedo • OregOo Grepe/Afahonf 'grille= EVERGREEN HEDGE SHRUBS • 18" height, container at 4' oar • Dealer Holly/OU ,tomb "Dazzler? • Heeerl Chinese Holly /Ter remote 'HeRar/" GROUND COVERS -1 gal./cont. at 36" ore • $aInVGaultherla shallop • Kloniklonlek/Arcm,t,pylloa uv4url w,.�.�� • Low Oregon Gnpe/Mahon /a nervosa if - --w. ^rig 1 PERENNIAL COLOR- 1 gal. cont. at 36" oe e�pgYaao- Oe1rd,(� t • Blue FescodFeemco ovine "Glance" CandytuR//berlr ramperv/rwor • Day Lily/ Hemernealltr Slay de Om" LAWN -Sod from Country Green "Perfect Green ", (800)3004763; soil preparation per MASS. 61491401 laty d93:.Cfi V6(NI/NW. tt i, U- ,vfhwl•4Y �P1,V,.',,._.... . :. -"F�tiu :.:+� _ _ ,r __ 687•5906'E 254 to° N'O6r I�JRG' O 0e4 g4W LANDSCAPE SCHEMATIC DESIGN 10' 20' 40' SCALE: 1"..20%.0" 4` NORTH GENERAL CONSTRUCTION NOTES 1. A0 work performed shell conform to the Clty et Tukwila landscape and Irxiptioa regnemenb, end. and eped0oe6ana 2. Owner to secure W manly permits for required work per landscape and Iaigadoo Plan. 3. Lout, protect sad .void disruption of a0 above and below pale utilities and elk festered prior to cemtruetlao. Contractor la responsible for any mudded damages daring ceatrve0oa C.11 to Iona Were you dig at 1800 421 -5505. 4. peen sobgrade by removing a0 nndalnble vegetation he)uding greens, weeds, blackberries, scolds broom glad poplar ieWOnp including room. Leave snbgnde minimum 9" below paving in .!rob areas and 5" below grade In law, areas. Remove all debris from s0. 5. Provide mhdmom 6" depth 60.40 mix from Puget Sound Topsoil - NO EXCEPTIONS ( 253) 8330374 la W swab beds. Scarify, sabgredo berms by rototming end add town n surfer. Add additional topsoil a needed to contour throb beds hebding required 6. Provide minimum 4" depth 60-40 mfr Rom Puget Sound Topsoil - NO EXCEPTIONS (253) 833-03741. ail lawn bed. Sarlfy mbgrade by moaning .nd.dd topsoil an surface. Add additional topsoil as needed to metal, and level lawn. H lawn tree is kydrmeededt allow law. to pew, provide weight eat between lawn area fad abroh bed, remove lawn from shnub planter. Dispose of debris from dr. 7. Provide minimum 2" depth ogle blend hem -iir a del, to di planting bed. Mulch from Sawdust Supply, Seattle Washington. Pin .0 pleating beds and lawn areas to within I" atop of .0 curb. and wailu. Slope .1 planting beds and lawn erem to drain. 8. landscape Convector to provide maintenance on .W (to include mowing awe weeding beds, ale) 0000 vuteMng P1nl Amep0na from Owner. Provide ono (I) year warranty for all plea) mater0R and workmaomip. 9. Hold W plant m.tarlal mlvlmum 3'-0" .way from building to a0ow for plant drowns and fume toalatnance around plain motet& 10. Verily .O gnan00m shown ea the plant tot end pan. If dbcreptn *a exist between the p•phie representation and the umak toe., the grans* representation a0 rule I L M per t makable to be spm� quality v I to 11,0. symmetrical tank end foliage, calm &herein noted. Ferllibe plantings, with "Omvcnte 17.7.12" plant granules by Scott instal by placing et grade level rater planed Amoums to b., 2 cups per tree larger Ran 3 "nL, t sop per 2 W' -1"ea1 tree, B cap per 5 gel., Y. cep per 2 & 1 gal, IA cep pre. & 4" pot. Oamaeeto to M pkeed at the base of plant sea the mulch has beta huts/ed. 12. Insure proper drobage of ail planting bola prior to b.aWing plant mat.rlole. D planl.g holes do net drain or if heavy day soils are evident toot.es knddnpe erehltm1 13. Coordlnete dnlv.g, Irrigation and IIghtlug with planting plan. IL Remove construction debrr from beds and *spin& to be removed 7" from behind erbodad cart. IS Place e0 berme, rock enterop. and/or dry creek beds prim to installation of plant Material cod eruption. 16. Owner m provide hand water MI proposed plot m.krW for mhlmuw of two years to establish plan and root davebpmeoL t BASE MAP FROM PAGE AND BEARD ARCHITECTS. KIRKLAND, WA. 6t,'4"41,1 I ".w-o' _n 4 aro LII ,2sa.Scl.!Ik.". -- .3G7N.& 5 (". 4'.000 F. cE1VED FEB 07 NOV L,v(;i, ,UNIT( DEVELgN FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARcmT&CruRE & PLANNING), ASLA P.O. Box 1442 MAple Valley,Waahington 95038 phouea (425) 432.9877 fez, (425) 432 -9878 laucheibilkuneassociatemom www.bothnneassoctatea.com STATE OF WASHINGTON REGISTERED LANDSysiZ TECT R BEHRUNE CERTIFICATE 20, 462 REVISIONS VALLEY VIEW SEWER DISTRICT 14516 MIWARY ROAD SE TUKWILA, WASHINGTON LANDSCAPE SCHEMATIC DESIGN JOB NO. N27193 eCAI&i'.apa" RAM IVI1/07 DRAWN, LA, c8x/ LAB C'OWRIGHT 2007 SHSBT 910 MARKET STREET KIRKLAND, WA 96033 TEL: 425.827.7350 FAX: 42S 827.7014 INFOIPA0EAMVEARO.COM • SITE DEMOLITION NOTES 1. THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO PREPARE THE SITE FOR THE NEW WORK. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF THE WORK ONLY. THE CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK. 2. WORK SHALL INCLUDE ALL DEMOLITION WORK SHOWN ON DRAWINGS OR AS REQUIRED TO COMPLETE NEW WORK AS SHOWN. TAKE CARE TO REMOVE ONLY THOSE AREAS NECESSARY AND TO AVOID DAMAGE TO ADJACENT WORK. 3. EXISTING CONDITIONS: SOME EXISTING SYSTEMS; I.E.UNDERGROUND UTILITY SYSTEMS INCLUDING WATER & SEWER ARE CURRENTLY FUNCTIONING. 4. CEASE OPERATIONS IMMEDIATELY IF ANY SURROUNDING STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY ARCHITECT /ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED. 5. PREPARATION: PROVIDE EROSION AND SEDIMENTATION FACIUTIES FOR NEW WORK. NOTIFY AFFECTED UTILTY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. MARK LOCATION AND TERMINATION OF UTILITIES. 6. PATCHING: ALL AREAS WHERE EXISTING WORK IS REMOVED SHALL BE PATCHED TO MATCH ADJACENT SURFACE UNLESS NOTED OR SHOWN OTHERWISE. 7. ITEMS TO 8E SALVAGED ARE TO BE DISPOSED OF AS DIRECTED BY THE OWNER. THE CONTRACTOR MUST PROTECT THESE ITEMS FROM DAMAGE UNTIL THE OWNER REMOVES THEM FROM THE RESPONSIBILITY OF THE CONTRACTOR. 8. VERIFY LOCATION & CONDITION OF ALL EXISTING UTILITIES PRIOR TO DOING ANY WORK. DISCONNECT, REMOVE, CAP, AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. RELOCATE UTILITIES TO ACCOMMODATE THE NEW BUILDING PLAN AND LOCATION OF NEW METERS. 9. IF DURING THE COURSE OF WORK THE EXISTENCE OF ASBESTOS IN THE STRUCTURE OR BUILDING IS OBSERVED, THE CONTRACTOR SHALL PROMPTLY NOTIFY OWNER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION. 10. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 11, ALL ITEMS THAT ARE DEMOLISHED OR REMOVED FROM THE SITE AND ARE NOT TO BE SALVAGED OR RE- INCORPORATED INTO THE CONSTRUCTION, BELONG TO THE CONTRACTOR. 12. ALL DEBRIS SHALL BE HAULED FROM THE SITE AS SOON AS DEMOLISHED, AND IT SHALL BE DISPOSED OF AS WORK PROGRESSES. DO NOT BURN OR BURY MATERIALS ON SITE. UPON COMPLETION OF WORK, LEAVE AREAS IN CLEAN CONDITION. 1 3.CONTRACTOR SHALL SECURE PERMITS FOR ALL DEMOLITION WORK. 1 r 1 D 00.75 O , 001100008606 O Ln O 1 $ 1 -,--- / � I � S^c y 1_ • S. 148TH STREET ___— _____— _.__—_ 171.96• _— ___ —___— REMOVE EX 8' H CHAINLINK FENCE & (2) GATES. EX CURB CUT / - EX CURB CUT /•S NEW CURB... ). ... ..� CUT -SEE CIVIL 7�g€j•_ --L r + -' EX EVERGREEN SCREEN TO REMAIN. `. . - - PROTECT DURING CONSTRUCTION Tom- REMOVE 10' OF EX FENCE. SEE NEW SITE PLAN PARCEL B APPPROX 1,000 SF 1 TREE TO (EEMAIN. PROTECT W/ 8ARRIER FENCE. ,- -TREP TD.REMAIN. PROTECT W/ 1'51 BARRIER FENCE. 1 I IAPPROX 1,200 SF 00100006905 REMOVE EX 4' H CHAINLINK FENCE. EXIST CONC 'ECOLOGY" BLOCKS TO BE REMOVED. SALVAGE TO OWNER. EXIST LP STORAGE TANK TO REMAIN EXIST B" DIA BOLLARDS TO REMAIN EXIST CCNC "ECOLOGY" BLOCKS TO REMAIN UNO 1 - EXIST PORTABLE SHED TO REMAIN \ EX GRAVEL YARD. NO WORK THIS AREA ' f AREAS WITH THIS HATCHING: REMOVE ALL PLANTS, TREES & ROOTS, CURBS, ASPHALT ETC. DOWN TO SUBGRADE, UNO. SEE CIVIL CONC "ECOLOGY" BLK ■ L. • FOR GRADING REQ'MNTS. WALLS TO REMAIN, UNO. EXIST LIGHT POLE & BASE TO BE REMOVED. SEE ELEC. fLACK.jIIJT FAX STRIPIIG ��— REMOVE EX SIGN & BASE, CURBS, WALKWAY, FLAGPOLE. PLANTINGS. SALVAGE FLAGPOLE FOR RE= LOCATION. BUILDING A- EXIST OFFICE / SHOP MINOR REMODEL UNDER THIS PERMIT APPLICATION 2.375 32 an COVW.CE 82.41'_ 60,96' EX 4' H CHAINLINK FENCE TO REMAIN REMOVE EX 4' H CHAINUNK FENCE AS REQ'D FOR INSTALLATION OF NEW 8' FENCE REMOVE EX SWING GATE 587.56'05 "E 254.17' 0.80' 60 8' H CHAINLINK FENCE TO REMAIN 7 AREAS WITH THIS HATCHING: PREVIOUS BLDG FOOTPRINTS. ENDS HAVE L_ BEEN REMOVED. CRAWLSPACES WERE 00.100008501 THESE WITH UN-DOCUMENTED FILL THESE AREAS WILL BE EXCAVATED TO NATIVE. BACKFILI.ED WITH EXCAVATED MATERIAL (AFTER VERIFICATION BY GEOTECH ENG), & COMPACTED PER SPEC. RECEIVED FEB 07 20 I'r 3 f1 EXISTING SITE / DEMO PLAN SCALE: 1' • 20' ARCHITECTS P.S. V c w CC Q W UI 1n0 co co w < Z < z Q 7 LU —1 C73 CILLj O W II J Jo Q z DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: •on cam. 911.7.02C7G■ Poi 5329 REGISTERED '•� �RCHITECT GALEN C.PAGE STATE ' :CF M/P5010070N EX sr re E / DEMO PLAN SHEET A -1.0 Off sewt Y4rune pr TUC EXISTING p e C O ! P Awe, 0 2690 ammta 1340 It way swam nitil - as q 1 M MIIIre 11 a. OA 12.2 ti's Oa 17 all at s SS e ae * a a a a a s a as LS 14 a SUP as a al VI a a a U e u a a a 1M a a a a a ea a AS a a a )a mwM deeepa8 a a 'Tar epeaeaea kee re nom) apaenAe ealtow acasergagbqael a.. .. a ealameLe Wale SPat . 1 taaW ki'l L Pad 1 Para881 Pe03ro J STALL LAYOUTS O 1 I \ -,r, I 148111 FRONTAGE IMPROVEMENTS. SEE CIVIL PLANS PERSPECTIVE VIEW LOOKING NE O SCALE: 1:0.25 S. 148TH STREET - _ - -ROW PLANTING , a 100.75' 172.60' 348 TE - BUFFER -_ EXIST CONTOUR UNE, TYP. SEE CML FOR GRADING NEW CONTOUR LINE, TYP. SEE CML FOR GRADING --- NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (EGRESS ONLY) — TREES @ 30' 0.C. @ TYPE I BUFFER. SEE LANDSCAPE PLANS 8' TALL CHAINUNK SECUBTTY FENCE W/ BARBWIRE ARMS & WIRE, TYP. — — TRASH ENCLOSURE — RAINWATER CISTERN (4) 4" CONC WALKWAY W/ LIGHT BROOM FINISH. TYP. ASSUMED PL BTWN BLDG A & B RELOCATED MONUMENT SIGN RELOCATED FLAGPOLE ASPHALT /GRAVEL AREA A9739e•a 14.00' )i BUILDING B - NEW VEHICLE EXIST LP STORAGE TANK TO REMAIN EXIST 8" DIA BOLLARDS TO REMAIN EXIST CONC "ECOLOGY" BLOCKS TO REMAIN EXIST PORTABLE SHED TO REMAIN NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (WIRELESS REMOTE & PEDESTAL MNTD KEYPAD CONTROLS) 20 WIDE "NO PARKING-FIRE LANE" PAINTED ON ASPHALT AS REQ'O BY TUKWILA FIRE DEPT. 10' X 30' LOADING BERTH CI STRIPING —AREA OF POSSIBLE FUTURE ADDITIONS TO BE KEPT CLEAR OF ALL NEW U.G UTILfT1ES, ETC. • (7) STALLS .5 r; 8, 8.50" 8.50' 8.50' 8 0148.5 18.00' :.00' °oI PLANTIN nl h • 88 SF 1.25'09.00'/9.00' /9.00'/9.0 101/9.00'49.00' /9 1.1 7) STS 1 E APH L1 MINOR REMODEL UNDER THIS PERMIT APPLICATION 0, 2.690 5E tip, COVERAGE - ' BLDG C- ' EXIST SHOP NO WORK "7 2,371 Sr 10' COVFAAGE TREES @ 20' O.C. @ TYPE II BUFFER: SEE LANDSCAPE PLANS — 21 Si c l BUFFER 81.52' r PLANTING— - t, 1 , 41 B 5F - t, ` NEW CONC WALKWAY EXTENSION. I — EXIST CONC WALKWAYS \\.-.— DEMO EXIST DRIVE & REPLACE PLANTING 587'56'05 "E 254.17 TD REMAIN WITH LANDSCAPING & NEW 8' TALL CHAINUNK SECURITY FENCE CONC PATIO @ THIS AREA - SEE W/ BARBWIRE ARMS & WIRE, TT. LANDSCAPE DWGS 62.53' ADJACENT ZONE: RC 57.74' —/ 4917' EXIST 60Kw GENSET & COVERED ENCLOSURE. NEW HVAC UNITS . EXIST STOREFRONT STAIR ENCLOSURE TO REMAIN. 1 -HR FIRE RATING OF WALLS WITHIN 5' OF PL TO BE VERIFIED IF/WHEN GARAGE ADDITION PERMIT APPLICATION SUBMITTED. EXIST WALL MNTD LIGHT FIXTURES ON BLDGS A & C TO BE REPLACED W/ NEW SHIELDED HID FIXTURES. SEE ELECTRICAL PLANS. RECEIVED FEB 0 7 2008 COMMUNITY DEVELQ,C.WIR. SITE PLAN /T1 SCALE: I" • 20' PROJECT INFORMATION PROJECT ADDRESS: 14816 Military Road So. Tukwila, WasNngton, 98168 TAX PARCEL NO.: 004100 -0083; 0088; 0089 LEGAL DESCRIPTION: 4 2 ADAMS OME TRS 1ST ADD LOT 4 LESS NLY 136.90 FT OF WLY 100 FT IN WIDTH LESS E SOFT LESS POR WITHIN 5 148TH CITY OF TUKWILA AUTHORITY HAVING JURISDICTION (AHJ): OTHER PERMITS: PRE- APPUCATION C: MUP /ACUP 8: OWNER: ARCHITECT: STRUCTURAL ENGINEER: CIVIL ENGINEER: PACE ENGINEERS SURVEYOR: PACE ENGINEERS ELECTRICAL ENGINEER: AWA ELECTRICAL CONSULTANTS, INC FU CONSULTING ENGINEERS LAUCHUN BETHUNE LANDSCAPE CITY OF TUKWILA K.C. WD a 125 VALLEY VIEW 5D PRE -07 -021 VALLEY VIEW SEWER (206) 242 -3236 DISTRICT PAGE & BEARD (425) 827 -7850 ARCHITECTS: DIBBLE ENGINEERS, INC (425) 828 -4200 MECHANICAL ENGINEER: LANDSCAPE ARCHITECT: FIRE DISTRICT: WATER DISTRICT: SEWER DISTRICT: (425) 827 -2014 (425) 827 -2014 (425) 775 -1799 (206) 622 -3321 (425) 432-9877 (206) 575-4404 (206) 242 -9547 (206) 242 -3236 BUILDING INFORMATION CONSTRUCTION TYPE: EXIST BUILDING A BUILDING 8 EXIST BUILDING C V -B V -B V -8 SPRINKLER SYSTEM: NO NO 140 FIRE ALARM: YES YES YES STANDPIPE: NO NO NO OCCUPANCY GROUPS: B. 5-2 U 8, 5-2 USE: Public Utility Operations & Yard (18.24.020,33,c: 46) BUILDING CODES: 2006 SBC, 2006 WAC 51 -50, 51 -11, 51 -13 ENERGY CODE & 2006 WASHINGTON STATE NON- REISENTIAL ENERGY CODE COMPLIANCE OPTIONS: (REFER TO ENERGY NOTES ON THIS SHEET) PROPOSED BUILDING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND - BUILDING A 2690 0 2690 SECOND- BUILDING A 1340 0 1340 TOTAL BUILDING A 4030 4030 GROUND - BUILDING B SECOND-BUILDING B 0 2850 0 TOTAL BUILDING B 0 2850 28501 0 2850 GROUND- BUILDING C SECOND-BUILDING C 23521 0 0 2352 0 TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE 2352 306 2352 306 8198 (ALLOWABLE BLDG SIZE -NEW BLDG 8: PER IBC TABLE 503 GROUP 5: 5,500 SF (TABLE 503) 3,000 SF (IBC 406.1.2) USE 406.1.2 OCCUPANCY TYPE EX. BLDG. A: FACTOR (1 / X SF) AREA (SF) IOCCUPANCY LOAD GARAGE 200 OFFICE 100 TOTAL OCCUPANCY: (NEW BLDG B: GARAGE 200 TOTAL OCCUPANCY: 1160 2870 2850 5.8 28.7 15 14.25 SITE & ZONING INFORMATION 14 PROJECT ADDRESS: 14816 Military Road 5o. Tukwila, Washington, 98168 TAX PARCEL NO' 004100- 0083; 0088; 0089 LEGAL DESCRIPTION: 4 2 ADAMS OME TR5 1ST ADD LOT 4 LESS NLY 136.90 FT OF WLY 100 FT IN WIDTH LESS E 60FT LESS POR WITHIN 5 148TH RC- Regional Commercial ZONNG: LOT SIZE AND COVERAGE: LOT AREA ALLOWABLE LOT COVERAGE: NON -PGIS (ROOF AREA): PGIS (100F AREA): PGIS (DRIVEWAY, PARKI115): NON -PGIS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL PGIS USE CLASSIFICATION: Public Utility Operations & Yard N/A 48,884 BUILDING SETBACKS: Tukwila Muhiclpal Code 18.24,080 Front: 20 feet Second front 10 feet Side: 10 feet No yard is witNn 50' of LDR, MDR, HDR Rear 10 feet No yard is within 50' of LDR, MDR, HDR BUILDING HEIGHT: Tukwia Municipal Code 16.24 080 Max, allowable height: 3 stories or 35 feet Additional height N/A 8E0'9 LANDSCAPING: Tukwila Municipal Code 18.24.080 Front: 10 feet: Type I Second front: 10 feet: Type I Side: 5 feet: Type II No yard Is within 50' of LDR, MDR, HDR Rear none No yard Is within 50' of LDR, MDR, HDR Parking Lot: Per Design Review req'mms PARKING STALL SIZES: Tukwila MuMClpal Code Figure 18-6 Large: Medium: Compact: Loading berth (TMc 1 8.56.060): PARKING REQUIRED: Tukwila Municipal Code 18.24.080 & Figure 18.7 Ofhce use: 3/1000 SF 4030 Warehousing: 1 /2000 SF 5202 Total Perking req'd: Perking Provided: Loading berth(s) rated: 1 loading berth 3,000 - 100,000 SF Bicycle Parking req'd: 1 / 50 stalls; 2 min 9' & 9.5' X 19 24' 2-way aisle @ 90' 85' a 19' 25' 2 -way aisle @ 90' 8' a 16' 25' 2 -way aisle @ 90' 3096 max '.O' a 30' 6198 2504 31940 1124 41766 34444 12.09 2,60 15 14 ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425,827.7014 WFOOPA6EMOBEARD.COM V 0 cc LL! H N Q /w^ W LD /�WI/� vJ 0 Q W W c�c J � Jo < \� 2 N C/O) CD 03 00 Co Q 03 DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: MS. PRO NOWT= NO WU. 1,17i SC OPOLN 0.11.1•110.0 MS MOS BY 011411$ o.09 m.mo MINIM PS 5329 REGISTERED CHITECT GALAN C.PAGE STATE OF WASHP6TCN s1TE PLAN SHEET A -1.1 • • 111 I l Wer 1 111 1111 '111 405) 44) N BLDG A ROOF PLAN SCALE: 1/8- = 1' -0" RECEIVED FEB 07 2008 COMMUNITY DEVELOPMENT NEW WALL MNTD STL LADDER TO ROOF HATCH ABV NEW 3/4" AC( PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS I MIN LADDER NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS oOPEBLOEEICE - 9REAK80081 NEW ARTITIONS SAD /AGED & RELOCATED DR & FRAME EXIST ' STAIR E./( P RTITION TO BE REMOVED CUT OPENING FOR NEW DOOR ( N BLDG A SECOND FLOOR PLAN SCALE: 1/8" = 1' -0" 1� N BLDG A SECOND FLOOR EXIST / DEMO PLAN SCALE'. 1/8" = 1'-0" (--CU77 OPENING FOR NEVJ DOOR EXIST OPEN OFFICE STL COL TO REMAIN EXIST ARAGE CUT OPENING FOR NEW DOOR ���+++... Jai EXIST I I� �� p EXIST STORAGE III , /)1 TLT RMS I II — [1> DEMO EXI SHOP AREA N BLDG A FIRST FLOOR PLAN SCALE. 1/8" = 1'-0" N BLDG A FIRST FLOOR EXIST / DEMO PLAN ED SCALE: 1/8" = 1' -0" ��1�II1111ii�91E� ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7550 FAX: 425.827.7014 INF•PA6EANDBEARD.CoM V uJ cc 661 v/ ( cc ce W , LLJ W O ce J o Qz > DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS:. OM .01 MICIS 471:17107, TO MS .10.14; = ..ri�eDwnI,n ro 5329 REGISTERED) ARCHITECT GALEN C.PAGE STATE OF ■ASHINOTCN FLOOR PLANS -BLDG A SHEET A -2.0 fl.1.11 - lJ4.1I ..t.,..... .,.•..,...,. .,.0 J 1111 NEW HATCH CUSTOM CURB "THYCURB" 1 30" x 36 I I — - OOF ACCESS 1111111 "RETRO AND I -F LASHING, OR EQUAL T" it ROOFING XLST METAL I I Wer 1 111 1111 '111 405) 44) N BLDG A ROOF PLAN SCALE: 1/8- = 1' -0" RECEIVED FEB 07 2008 COMMUNITY DEVELOPMENT NEW WALL MNTD STL LADDER TO ROOF HATCH ABV NEW 3/4" AC( PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS I MIN LADDER NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS oOPEBLOEEICE - 9REAK80081 NEW ARTITIONS SAD /AGED & RELOCATED DR & FRAME EXIST ' STAIR E./( P RTITION TO BE REMOVED CUT OPENING FOR NEW DOOR ( N BLDG A SECOND FLOOR PLAN SCALE: 1/8" = 1' -0" 1� N BLDG A SECOND FLOOR EXIST / DEMO PLAN SCALE'. 1/8" = 1'-0" (--CU77 OPENING FOR NEVJ DOOR EXIST OPEN OFFICE STL COL TO REMAIN EXIST ARAGE CUT OPENING FOR NEW DOOR ���+++... Jai EXIST I I� �� p EXIST STORAGE III , /)1 TLT RMS I II — [1> DEMO EXI SHOP AREA N BLDG A FIRST FLOOR PLAN SCALE. 1/8" = 1'-0" N BLDG A FIRST FLOOR EXIST / DEMO PLAN ED SCALE: 1/8" = 1' -0" ��1�II1111ii�91E� ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7550 FAX: 425.827.7014 INF•PA6EANDBEARD.CoM V uJ cc 661 v/ ( cc ce W , LLJ W O ce J o Qz > DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS:. OM .01 MICIS 471:17107, TO MS .10.14; = ..ri�eDwnI,n ro 5329 REGISTERED) ARCHITECT GALEN C.PAGE STATE OF ■ASHINOTCN FLOOR PLANS -BLDG A SHEET A -2.0 003 D0• SECTIONAL SECTIONAL 0 H. 10• N' 10' M.M. MM. IPMNTGRN M.M. PANT -09N 6EOTONA. 014. 10' 11' 16 N.M. I PANTGRA M.M. ANNTGRNI 006 SECTIONAL 014. 10• 11' 10. PANT -CAN 111A. PANTGRN 005 0H 11' 10' PAINTGRN N.M. PANTGRA DO] R06+1n GL SHEN S•1F9 C r Ir PANTGAN MM PANT•RN 006 R050#11201 Slap SWn9 6' r 0•0 PLU5w102OL SIngNSMn9 63M' MM. , PANTGAN MM NM PANTGAN MM PANT-ORR RANTGRN 0'1 FLUSH NM GYM; 414 r Wood HM 012 FLUSH SIVE 61MP9 4314' r Wood 013 FLUSH 540.0*9 '434• Wood 1H. 014 FLUSH 6590 SWPJ 43M• Wood IN.M. 016 FLUSH 6p* SwP9 4 3M' r 016 FLUSH SINAI Swing • 34• r Wood 1/1.M. H.M. BLDGA SLOG* SLOG* BLDG* BLDG BLDG BLDG*; SALVAGED A RELOCATED DOOR SCHEDULE n WINDOW SCHEDULE MARK DOOR AND FRAME SCHEDULE _ TYPE Mark Type Operation WL Thick WO1 DOOR 3 FRAME Fire R. MFR HARDWARE 0 DETAILS Notes/ Remarks Width Height Lf Matl Lf Fin Fr Mad Fr Fin H Gro... Lock Panic Head Jamb 001 nn./ SECTIONAL cpr-nne.ut , 0 M 10• 1. 12' M. • PAINTGRN H M PANTGRN I SEE SPEC SECTION 003 D0• SECTIONAL SECTIONAL 0 H. 10• N' 10' M.M. MM. IPMNTGRN M.M. PANT -09N 6EOTONA. 014. 10' 11' 16 N.M. I PANTGRA M.M. ANNTGRNI 006 SECTIONAL 014. 10• 11' 10. PANT -CAN 111A. PANTGRN 005 0H 11' 10' PAINTGRN N.M. PANTGRA DO] R06+1n GL SHEN S•1F9 C r Ir PANTGAN MM PANT•RN 006 R050#11201 Slap SWn9 6' r 0•0 PLU5w102OL SIngNSMn9 63M' MM. , PANTGAN MM NM PANTGAN MM PANT-ORR RANTGRN 0'1 FLUSH NM GYM; 414 r Wood HM 012 FLUSH SIVE 61MP9 4314' r Wood 013 FLUSH 540.0*9 '434• Wood 1H. 014 FLUSH 6590 SWPJ 43M• Wood IN.M. 016 FLUSH 6p* SwP9 4 3M' r 016 FLUSH SINAI Swing • 34• r Wood 1/1.M. H.M. BLDGA SLOG* SLOG* BLDG* BLDG BLDG BLDG*; SALVAGED A RELOCATED DOOR SCHEDULE n WINDOW SCHEDULE MARK SIZE TYPE MATERIAL NOTES WIDTH HEIGHT WO1 6 3 H M. W02 0 3 M M. W03 6' 3 H 4 *004 6' 3' H.M WOS • 3' M.M. WINDOW SCHEDULE O /\ ROOF MNTD EXH FAN W/ STRUC I 3 LURE LATCH SLOPE (FAN YLEVEL), ), FLASHED W/ 24 GA GALV 571. TO MATCH ROOF COLOR. SEE MECH PLANS 6 SPECS A • C 500 GAL CISTERN ® EACH CORNER. CON". MTL GUTTER W/ EACH D.S. CONNECTED TO CISTERN. 4 CONT. MTL GUTTER W/ EACH D.S. CONNECTED TO CISTERN. RIDGE NEW BREEZEWAY CANOPY BY 511 BLDG MFR W/ STANDING SEAM MET ROOFING TO MATCH BLDG B — TT' 44) II a r :2: 2 x.12 -SLOPE SLOPE f Q 114' —r ARCHITECTS PS 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 N500PAGEA BEA1D.OW N BLDG B ROOF PLAN SCALE: I /8' • 1' -0' Ep 1 114' • 2'-4' /1'-4" 2'Q, 11' 0.1.1. SECTIONAL DOOR W/ i MOTOR OPERATOR TYP. . t VERIFY R.O. 11' -4' / 2' -4' / 11' 2 F.O. G IRT Aft /Eli D LI == . -1 .4 ti --1—f \\ 000_ // • // • I • • / 1 i \\ 1 // T H FAN ABV -SEE M €EH 1 1 / , GS6EXTELEV I \ — _ L \ / I • • 1 1 k k ' / \ / \ / \ 1 / \ 1 T- -- --` - - - - ■ - - -1 1 - - -,._ .1- / \ / \ / \ I / \ / \ 1 / \ 1 / \ I / \ 1 2 lc -4 J 9- TRENCH DRAIN CONC APRON SLOPE TO DRAIN -SEE CIVIL DWGS 0' ¢ 346.1T • 0 4 CONC FILLED STL BOLLARD, PAINTED SAFETY /—YEiorW, TYP. ' I F O. GIRT R TRANS° VEHICLE STORAGE 346.24' 0' -8" • 3 '-4,. F.O. GIRT FLOOR PLAN -NEW VEHICLE STORAGE BUILDING SCALE: 1/4' • 1' -0' FL N R PLAN -NEW' GARAGE B SHEET A -2.1 • • NEW SHIELDED LITE FIXTURES TO REPLACE EXISTING, TYP. SEE NORTH ELEV FOR NEW LOCATIONS. SEE ELEC PLANS FOR INFO. NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. 0 BLDG A EX GRND FLR O NEW SHIELDED UTE FIXTURES TO REPLACE EXISTING, TYP. SEE ELEC PLANS FOR INFO. (2) NEW SHIELDED LITE FIXTURES ON THIS ELEV. SEE ELEC PLANS FOR INFO. NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. - EXIST GEN & ENCLOSURE NEW HVAC HP UNITS -SEE MECH 15' 32' -6 /16" U I� w r.1 1J J EX DS TO BE CUT 0 NEW GUTTER. NEW DS BELOW TO CONNECT TO EX RAINLEADER NEW BREEZWAY CANOPY BY STL BLDG MFR'R, W/ STANDING SEAM MET ROOFING, GUTTERS AND DOWNSPOUTS TO MATCH BLDG "B ". ROOF TO BE FLASHED TO BLDG A & B W/ STD MTL BLDG DETAIUNG AND AS SHOWN. li EX DATA/COM CONDUIT NEW DS. TAP INTO EXIST RAINLEADER SYSTEM NEW HM DOOR W/ NEW STL FRM'0 ATTACHED TO EXIST GIRTS -SEE STRUC NEW BIKE RACKS (2) 40' 20' -11 3/4" 11111 1 -11111111p111111111UII1AIIIII11L RECEIVED FEB 0 7 2000 COMMUNITY DEVeLOPMENT BLDG A EX GRND FLR NEW BLDG "B" 0' BLDG A EX GRND FLR EAST ELEV -A SCALE: 1113' 1' -0' 20' -11 3/4" NO ELEV -A CD SCALE. 114 1 -0 r 40' NEW BREEZWAY CANOPY BY STL BLDG MFR'R, W/ STANDING SEAM MET ROOFING, GUTTERS AND DOWNSPOUTS TO MATCH BLDG "B ". ROOF TO BE FLASHED TO BLDG A & B W/ STD MTL BLDG DETAILING AND AS SHOWN. NEW 8' CHAINUNK SECURITY FENCE & GATE W/ VERT SLATS, BARBWIRE ARMS & WIRE (NOT SHOWN) Iitilltllftl E11.'l1:Q5C'CEitlC.i i6ipuuin 11i8tl5 fi'6t'51111 I1PilIIIllili 13388' a8111iYC11111 ii ,8dii4�.rtl1l &iB.imA1FRlfY1 1lnliu:nu rst rulzveaaxx:uu,tow�. me a nnm iii'am�znn'rmillsx,M1:17,11. frwlry 111111tiltillt 1a.as ISIII ° I�'zn..c� M611u111.1,k4.17N1.1 au rtltnt "sisiiinii aim. it INIx'`Fl.cae 11 at 81i .1331st M8ft 4i Si .m G6 8 1fh! a1 PEE111StWF1GY '`,111i11v=aa`n 11.aa8'7:1'.111]',E ' a�ursii,ialII Iva. iitiiia. i SOAELEViA O (kP ERi FY9L#! 0 BLDG A EX GRND FLR NEW SHIELDED LITE FIXTURES TO REPLACE EXISTING, TYP. SEE NORTH ELEV FOR NEW LOCATIONS. SEE ELEC PLANS FOR INFO. NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. NEW 8' CHAINLINK SECURITY FENCE & GATE W/ VERT SLATS, BARBWIRE ARMS & WIRE (NOT SHOWN) WEST ELEV -A SCALE. 1/4" .. 1' -0" O ARCHITECTS PS. 910 MARKET STREET KIRKLAND, WA 98093 TEL: 425.827.7850 FAX: 425.827.7014 INF08PAARD.031 DESIGN REVIEW SET Job NO: 07.15 DATE. 2/7/08 REVISIONS: C,11•00M31,6 TO "MR OR fOR 0 PA. 10.417 vorrecrs. 5329 1CTECT GALEN C. PAGE STATE OF NASHINGTCN EXTERIOR ELEVATIONS -BLDG SHEET A -3.0 • BUILDING SECTION O SCALE 1/4' = 1' -0" D BUILDING SECTION ^O SCALE 1/4' = 1' -0' v C r' °Il1ulllllip ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 9600PAIZAIDBEARD.CON BUILDING SECTION SCALE: 1/4" = 1' -0" BUILDING SECTION /O SCALE: 1/4' = 1 ' -0" JOB' NO: 07.15 DATE. 2/7/08 REVISIONS: 1777.44 447445 ROMS WI 707 COM. 70 743 4144 PR FOP 01.91171071 0I7 711:51.0.— DMERs MUT 1.7 7.0.4477070,04.44 4G1. RAM 47114C11. PS BUILDING SECTIONS -BLDG SHEET A -3.1 I I 1 • B • - - -- MET FACIA, TYP ALL AROUND. COLOR TO MATCH ROOFING — MET SIDING INSIDE & OUT ON 0805 CARPORT - - STL FRAME BY MET BLDG MFR'R. PAINT TO MATCH ROOFING, TYP ALL FRAMES 1 1 25' e• o 5 j •r TYP CONC FILLED STL BOLLARD, PAINT SHIELDED UGHT FIXTURE- SEE ELEC HM STL WNDWS W/ INSIL GLASS UNITS - - MET WALL LOWER -COLOR TO MATCH ROOFING STANDING SEAM MET ROOFING - - METAL 5101NG TO MATCH BLDG A DEEP RIB METAL SIDING INSTALLED HORIZ - - - 8' H (MAINLINE FENCE W/ PVC SLATS 3 BARBWIRE ARMS 3 WIRE 500 GAL RAINWATER CYSTERN (4) -ALT 8 1 NE PERSPECTIVE VIEW O 2 4 5 - -NEW BREEZEWAY CANOPY BY STL BULDING MFR W/ STANDING SEAM MET ROOFING TO MATCH BLDG B HM STL DOOR, TYP STL BOLLARD BEYOND, TYP (r\ 11?)-5L- \c0A65ki-t EAST ELEVATION -B O SCALE: 1/8' = Ie• �, o 4 z l/J ROOF MNTD EXH FAN -SEE MECH. SUB -CURB TO MATCH SLOPE: FLASHING TO MATCH ROOF COLOR 3 SW PERSPECTIVE VIEW O A • 19'-915/16" _+ 1 5'-9 9/16" B FEB 0 7 2008 COMMUtii E Y DEVELOPMENT SO ELEVATION -B O SCALE: 178' = 1' -0" 1e e• 0 2 25' WEST ELEVATION -B SCALE- 1/B" = • STANDING SEAM MET ROOFING SHIELDED UGHT FIXTURE- SEE ELEC INSUL STL 011 DRS W/ INSUL GLASS IIOTS. 507 - PAINT TO MATCH ROOFING - METAL SIDING TO MATCH BLDG A DEEP RIB METAL SICING INSTALLED HOW } 500 GAL I RAINWATER 1CYSTERN(4)- I ALT 8I 111 / /l /es't II 1 1'1 I /'1 1 �/� / / /A( 9 E'1 // r' Ciiiiiiiiiiiiliiiiiiiii _of % / / /Wti 'PT /// f% / / / / / / /l / / / / / / / / / / / / / / /�I'/ / //A of 'I O. Vi %I PI O. OII CONC FILLED 011. BULLARD TYP OF 22 NORTH ELEVATION -B SCALE: I14' ARCHITECTS 910 MARKET ST8E KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.327.7014 I60IPMZUOBEARD.COM P. S. 0 0 H LG DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: 91x.,■07 74 411.01 f■teltt, 5329 REGISTERED ARCNITECT GALEN C. PAGE STATE OF WASK GTC N • O 2 0 T MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE, TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. 12 T7 19' -8 5/16" 12'- 413/16 4'-4 1/2" PROVIDE ALL REQ'D SUPPORT FRAMING FOR TRACKS AND OPERATORS PER DR MFR REC, TYP STL JAMBS FULL HT TO SAVE STRUT PER DR MFR REQ'MNTS, TYP CONDENSATE BATTS & VB ALL WALLS, TYP HD 11 NOTE: NOT ALL STRUCTURAL COMPONANTS ARE SHOWN. COORD. LOCATIONS OF ALL GIRTS TO ALIGN W/ DR HEADS, SILLS ETC. 15' -3 13/16" 10' -4 1/2" V MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE, TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. CA) 12 7.111111.1r 19' -8 5/16" v 15' -3 13/16" 2' 413/1 PROVIDE ALL REQ'D SUPPORT FRAMING FOR TRACKS AND / �� Lm OPERATORS PER DR MFR REC, TYP STL JAMBS FULL HT TO EAVE STRUT PER OR MFR REQ'MNTS, TYP "� v 7' -I 1 3/4" v 4'4 1/2" v 4,4 1/2- ESHOLD yr 4 1/2" DG A EX GRND FLR N -S BUILDING SECTION O SCALE: 1/4' = 1 -0" D 0 — CONDENSATE BATTS & V8 ALL WALLS, TYP STL JAMBS TO EXTEND TO STRUCTURE ASV COUNTERBALANCE PER DR MFR REQ'MNTS, TYP PROVIDE SECONDARY FRAMING FOR JACKSHAFT OPERATOR MNT'G PER MFR REQ'MNTS, TYP 12' -4 1/2" O !*CE cotit cave �Eg � E -W BUILDING SECTION A SCALE: 1/4" = 1' -0" 41/2" v0 +BLDG A EX GRND FLR N -S BUILDING SECTION 0 SCALE: 114" = 1 -0" PROVIDE 1/4" STL BACKER PL & SECONDARY FRAMING FOR COUNTERBALANCE PER DR MFR REQ'MNTS, TYP PROVIDE SECONDARY FRAMING FOR EXH FAN. COORD W/ MECH AND CURB MFR REQ'MNTS, TYP ■1111■4•117111. AT 105/16" LDG A EX GRND FLR N -S BUILDING SECTION 0 SCALE: 1/4" = 1' -0" {,J •� SIDING O/ INTERIOR CURTAIN WALLS jI @ CARPORT, TYP c /I c� _J E -W BUILDING SECTION O SCALE: 1/4" A 2008 Lvii ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFOOPAGEMOBEARD.CON o co In co o • c"s cc Q 1�9 co CO I' DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: MALL NOT NE .U0 ON 0,01 NCOOCTO ITO.? ON KO O NOEL MOTIECTS. NS 5329 (REGISTERED )ARCHITECT GALEN C.PAGE STATE OF WASHINGTON 3UILDING SECTIONS -BLDG SHEET A -3.3 • \ / /4 I 3' -ii 8" 3I 1/2" /3' 31/2 4' -2 5/8" 3 1/2' 3/4" 1T7 /8" D ti D m qmo � Y a -, la4gg1 h REVISIONS: DATE 2/7/08 DESIGN REVIEW SET JOB NO: 07.15 VALLEY VIEW SEWER DISTRICT MINOR REMODEL AND NEW GARAGE PROJECT 14816 Military Road South Tukwila, WA 98168 • V 1t '1a W- 12 6i' 21 2-2 1. y_ 61 61. V. 1a• V. 12. 2.0. 62. 61. V. 61. 61. 61. 61. 61. , 61. 61. 61. V. 61. 1a. 6a. 6x. 1t. 13. 61. 61. 61. 3./' 61 61 m 61 61 �, • ai��;' 02. 61 01 y V . ! LI ..1, . y 12 12 . U W. V d y 74. • .2 +� , • t2 V ta y '.1J'•' 02 22 12 22 1.4 la- , 22 �. Ol y y 1a 1A y 11 y y 18 1a V y y y y is 1a y fa 12 it 12 hirer GATE MOTOR 1HP, 240V. 1PH V V y 12 12 to 22 13 y y V 11 I 11 19 10 2.2 OA Oa y y 13 12 / V %�d 1a 12 14 y 12 1A V 11 12 y y y 1.7 12 la 1.1 12 12 10 OA 1.4 11 12 y %A y y y V 1.1 1.1 1.1 12 10 12 12 12 s' 12 • y 13 11 11 y y 10 12 12 13 12 13 13 10 , 10 12 12 13 SA 61 11 la '.11 u 12 12 is 1.2 1.7 13 V 13 u fa 11 1.4 la 1a 12 12 12 L 1.7 13 VA 1a 12 is 11 12 13 13 22 OA 1a 13 22 y 13 1.4 13 12 to y 13 12 V 12 1.1 13 13 10 11 y 11 12 12 12 V 2.7 23 V V 23 24 1.1 la 1.9 y❑ y 12 y 12 22 1.2 10 y y ooE 1.4 1.7 13 12 12 11 13 12 13 1A 1A 12 1.1 la 13 11 10 u 1.2 13 u 10 13 ME ARM la 2, T NY y 19, B61 a7 (: a 1.7 y y 13 13 y la y 11 11 12 la 1.1 y u 13 VI y V u y 12 la• 12 y V REMOVE EXISTING POLE, & LUMINAIRES 12 y y 61 12 y y y 1■ 13 13 12 12 11 13 y 12 13 12 tJ 17 y 13 12 • 14 1.1 la 13 u GATE MOTOR 1HP, 240V, 1PH y 20 12 17 11 21 y 11 13 1.1 10 y is 12 T 12 13 13 12 1.1 10 VI 22 13 12 112 14 y V V 11 It V 22 22 0.1 to 21 y y fa 13 la 14 al 13 11 1.1 11 . y / V. /1.1 ; 1J / It 1b y 11 F2 y 12 12 12 / /11 .4• //y it/ u fa y V u 12 y L y /1j /1A / 1/.' y{ u y 12 u no la la 12 10 / • / 61 y y y 14 13 12 12 67 y y • LI / 1.4 1.7 12 1.1 11 13 13 la 12 ta . 1A 12 / y y 61 1a fit) .1111,. V y 17 y 22 y N u w a v 23 " y PORTABLE fa 0.1 0.1 12 y 1.1 1.1 y 1 TANK; J 23 • . :: I. F7 V y 1 IA O 11 V 10 12 yi 24 Sr 14 fa %A 13 y lJ 21 12 y ; 12 12 10 Sr 12 1a la 1 ,000 sq ft 12 24 12 y 12 y la ao 12 19 17 'V''1 V y 18 V 1A 14 .11 V y 22 %A la REMOVE EX:snNG SIGN LIGHT & RELOCATE TO NEW SIGN LOCATION a1 REPLACE EXISTING WA.L PAC FIXTURES WITH NEW TYPE F3 FIXTURE. (TYPICAL OW EXISTING BUILDINGS, 12 LOCATIONS) :.1 • V if 11 y • 1A 12 13 13 13 y y..._l3•- '•133•- '11i,"'” r;...F. • is VI V ►1j- r _ r" i:3 ELECTRICAL SITE PLAN SCALE: 1•- 10' -0' RECEIVED FEB 0'7 200 pOMMUNITY DEVEIAPMENT ARCHITECTS P.S. 910 RARKET STREET KIRKLAND, WA 98053 TEL: 425.827,7850 FAX: 425.827,7014 nFINIPSE 17BEA®.mw DESIGN REVIEW SET JOB NO: 07.15 DATE: 2/7/08 REVISIONS: MCA OWNED 7 ,N ARC2TECI 4.40 'ON 4212DONS '9 241 WO., OR ME 5329 REGISTERED I1ARCHITECT GALEN C. PAGE STATE OF WASHINGTON ELECTRICAL SITE PLAN SHEET E -1.0 INSTALLATION AND ASSEMBLY INSTRUCTIONS PTHS PATRIOT SERIES GLARE SHIELD WARNING - Risk of fire or electrical shock) Disconnect power Mon install g or ea0dngt WARNING - Before proceeding, cud all instructions carefully to ensure proper end safe installation! 1. Kit includes gene shield and al necessary hardware IMPORTANT • NOTE DRILL DEPTH BELOW! 2. Shield can be molnted on altnerl:f or right side of lens. or on pole -sale of lens end. See Figures 1 end 2 FIGURE 3 3 Ong 1w0 1164' diameter holes Ur deep at the dingle spat location tar the desired shied location. See Figure 3 for ammoniate holes to drill. 4. Setae shied to door frame tuoa (2) 910 self- tapping screws (suppled) See Figure 4. FIGURE 1 SHIELD MOUNTED ON SIDE, TYPICAL FIGURE 2 SHIELD MOUNTED ON END 2 SCREWS Installation Questioner Gan LSI Fed Servos Department at 1A00-436-7800 Ent 3300 0a0 ' 1.877- 861 -1368 L011ndusin•• Inc 10000 Alamo R.. Grimed, Ono 45242 151417913200 Fr 15131 79.147 awe ei.nowsnescom PTHS GLARSHIELD O REAR GLARE SHIELD INSTALLATION INSTRUCTIONS PTH PATRIOT SERIES LUMINAIRE STOP!!! FOR SIDE GLARE SHIELD INSTALLATION INSTRUCTIONS, SEE OTHER SIDE IMPORTANT!!! Rear Shield ears only be .8.ch.d to near of door (hinge- adds)! 1 Position shield on hors. .s Drown it Figure 1 Sign kvo holm ewer dr0 punt dknp000 k. door anew. See Rea. 1. 2. Remove give shell Dr0 both dknol. pointshru mina 5'32' dal Mt S.. Figurer FIGURE 1 3 Repo0mn gar. Nod rem door. Secure glens shed to door erg {211110-16 screws *poled) Ste Figure 2 4 MathCA wrier holed ter shield holm otru door acing 5/32• MI bi Secure Ned using other (2) 010 -16 screw. (vppee d) See Figure 2 5. Insert both hole plugs 4000 both slated hole. See Figaro 2 Server • • Scrape Plug FIGURE 2 Installation Oualon.r Cal LSI Fidd Service Department at 1.800-436 -7800 Est 3300 Fat' (513)793 -0147 0008 HT,N a Ryosa • ° „cann.a aaa 45242 • 5 /03-32t, .,s 3 Pe. • c /03-32t, oy. 0/ a . an 90875 Lim ter. PTHS GLARSHIELD O D THE PATRIOT FAMILY Outstanding Lighting FM/ammo Architectural Appal • Gmd6at Appearance Throughout Your 90. The Pend family .00,0 s one of the greatest alley in architectural lighting. Dome from a rarity of 004 and wall sconce luminaires to eaedkdy light are wee Wale creating ..,me of crca,.y througe t A8 NSW tummies easae' High Co'Oomerce oph0 Cnraenreary aim/ Quality mmlanon m04400innhcolon LUMINAIRE ORDERING INFORIMATION Thrar▪ atw .r ti n- �i,.sav te r r Hrrr7"* a�.maY.wwe . r- are m�r r n - -wV 03P P. 1 J I �J Irna us 1uSOIAnrCOLORM 101 F MT 1411 P0120 Mm 1.1,113010 011013e/ R010.00., Rowe 1907•00100 1.1003•13 rm• nee war se Anosaws••• - m�im°ees`a° r� -s.s,a r.rrarrrTi -® .'neae: • Gity of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director BOARD OF ARCHITECTURAL REVIEW NOTICE OF DECISION DATED MAY 23, 2008 To: Brandt McCorkle, Page and Beard Architects King County Assessor, Accounting Division City of SeaTac, Public Works Division This letter serves as a notice of decision and is issued pursuant to the Notice of Decision, Permit Application Types and Procedures Chapter, Tukwila Municipal Code (TMC) 18.104.170 on the following project approval. I. Project Information File Number: L08 -004 — Valley View Sewer District Type of Permit Request: Type 4 approval for design review for the construction of a 2,150 sf enclosed parking garage with an attached 700 sf carport to house the district's various maintenance vehicles. Associated fencing, landscaping, parking, and circulation are included in the site redesign. Location: Associated Files: Applicant: Owner: Notification: Comprehensive Plan & Zoning Designation: SEPA Compliance: 14816 Military Road S L08 -005 Brandt McCorkle, Page and Beard Architects Valley View Sewer District Notice of Application for this Type 4 permit was mailed to surrounding property owners, interested parties and affected agencies and posted on the site on February 29, 2008. Notice of Public Hearing was mailed to surrounding properties, tenants, and published in the Seattle Times on May 8th, 2008. Regional Commercial Exempt 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 II. Decision Based upon the plans and information submitted in connection with this application; the finding and conclusions contained in the staff report dated May 12, 2008; the public hearing on May 22, 2008; and subject to the conditions recited below; the Tukwila Board of Architectural Review (BAR) has determined that the application for the Valley View Sewer District at 14816 Military Road South meets the BAR criteria and has approved that application based on the findings and conclusions contained in the staff report, subject to the following conditions which are set forth in the Decision. Design Review Conditions: 1. Prior to issuance of building permits, revise the landscape plan to show taller trees or shrubs along the south side of the garage. III. Your Appeal Rights The decision on this Permit Application is a Type 4 decision pursuant to the Tukwila Municipal Code (18.104.010 TMC.) One administrative appeal to the City Council of the Board of Architectural Review Decision is permitted. No administrative appeal of the EIS is permitted. A party, who is not satisfied with a City Council decision on an appeal, may file an appeal of the Council's decision in King County Superior Court. 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 21 days of the issuance of this Decision, which is by June 13, 2008. The requirements for such appeals are set forth in the Appeal Processes Chapter of the 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. 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. SM Page 2 of 3 05/23/2008 H:\BofA \VVSD NOD.doc • • V. Appeal Hearings Process Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the City Council based on the testimony and documentary evidence presented at the open record hearing. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal of the EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue an EIS for this approval and any other pending permit applications for the development of the subject property is final. VI. Inspection of Information on the Application Project materials including the application, the staff report, the EIS, and other studies related to the approval are available for inspection at the: Tukwila Department of Community Development, 6300 Southcenter Blvd., and Suite 100, Tukwila, Washington 98188 Monday through Friday - 8:30 a.m. and 5:00 p.m. The project planner is Stacy MacGregor, who may be contacted at 206 - 431 -3670 for additional 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 val ation changes. 11 .. . acy acGr =;.or, Assistant P .. er Departmen of Community Development City of Tukwila SM Page 3 of 3 05/23/2008 H:\BofA \V VSD NOD.doc • • April 18, 2008 Dale Schroeder City of SeaTac Public Works Director 4800 S 188th St. SeaTac, WA 98188 -8605 Re: Request for deferral of frontage improvements. Mr. Schroeder: Valley View would like to request a deferral for frontage improvements related to a proposed project at 14816 Military Rd S. Could you please advise me of the amount of the fee in lieu of improvements the District will be required to pay? Sincerely, VALLEY VIEW SEWER DISTRICT Dana Dick General Manager DD /jw ONO Janet Zimmerman S .r tlV tV 14802 32nd PI. S. Seatac, WA 98168 MAY 15 2008 .. •:.1UNtTY pEV tLOPI T /4/- inky- zoe75 & r2tt T /ACTS ry k L,,,, LA C.117 Coto,' a L % M nru% 1ry1 Auac.s FM- o5Po/2TOW t r7 T-0 c- cmrrtu -r o4.) VAL 4y PArLtc ,vim A ID. TWO St (764,S 7)oNs EA))*t1/4i -' j. O'-? Comm o-asr % Act WDUut PU A) 0 e kite (.ut> bt) FEA,c4 aG- taiga NAis K A.u• Tao fro-my 9ass tA)6- yOL»*slt cou-o Gar N ux.T - — L S u 17s Fart, foil L.( c- N A2440-0 . L� S IOt A, .s g s -r oa: Qo-ni rv►1Li '`i AVID 14 8 'fir LA.) dvw) QE. G 4,84or AVDI1) Q. 'iv /0E4 6-fri $oa -HooO 4 O N 414.45 P fl u 1174 PLO A{ -SS An/ /70.4.4.1 A F-cit m 1: Ago >/Ow _. C.oiu $ r D`F170%0, 2.0(0- Z'6 - 7 `f i.3 CITY OF TUKWILA NOTICE OF PUBLIC HEARING PROJECT INFORMATION Valley View Sewer District has filed applications for development of a 2,150 square foot enclosed parking garage with an attached 700 sf carport to house the district's various maintenance vehicles. Associated fencing, landscaping, parking, and circulation are included in the site redesign to be located at 14816 Military Road S, Tukwila. Permits applied for include: L08 -004 Design Review L08 -005 Lot Consolidation Other known required permits include: Building Permits FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: L08 -004 OPPORTUNITY FOR PUBLIC COMMENT You are invited to comment on the project at a public hearing before the Board of Architectural Review, scheduled for 7prn, May 22, 2008 at the Tukwila City Council Chambers, 6200 Southcenter Boulevard. To confirm this date call Stacy MacGregor at the Department of Community Development at (206) 431 -3670. For further information on this proposal, contact Stacy MacGregor at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 4:30 p.m. Application Filed: February 7, 2008 Notice of Completeness Issued: Feb 22, 2008 Notice of Application Issued: February 29, 2008 DCD Planning Page 1 H: \L08 -004 & 5 Valley View \Hearing Notice.DOC 05/05/2008 in T=4; Ifj 1 imam Meal 3AI133dS213d 3N ONINOO F 4 $o1 �;;+ii -_ii lfir°°rrt ! 1 .1111J # P f Prg Pf yia�f:l 1 611 NTH H i i11 i i r gg16 IIr l5r a 1 ... I# II a. t 1118 ii 84 1! 1 JJ DA ' a Ai Al 36 3i f a 1 VALLEY VIEW SEWER DISTRICT MINOR REMODEL AND NEW GARAGE PROJECT 14816 Military Road South Tukwila, WA 98168 Stacy MacGregor - FW: Egress to Militar Rd. From: "Lena Kuliczkowska" <Ikuliczkowska @ci.seatac.wa.us> To: <smacgregor @ci.tukwila.wa.us> Date: 05/08/2008 10:30 am Subject: FW: Egress to Military Rd. Subject: Egress to Military Rd. Stacy, The 12' wide egress to Military Rd. is accepted by the PW Director. Lena Kuliczkowska 206 - 973 -4737 0 C'* of J u;Fuuitac IP Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION I, _-Q 1" l J V 1 I HEREBY DECLARE THAT: xNotice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached % on this ' *" day of in the year 20 Project Name: Project Number: Mailer's Signature: z_zg - 006/ cCa� Mailin re ' uested b ' : C:\DOCUMENTS AND SETTINGS \TERI- S\DESKTOP AFFID.. ITOFDISTRIBUTION.DOC CITY OF TUKWILA NOTICE OF PUBLIC HEARING PROJECT INFORMATION Valley View Sewer District has filed applications for development of a 2,150 square foot enclosed parking garage with an attached 700 sf carport to house the district's various maintenance vehicles. Associated fencing, landscaping, parking, and circulation are included in the site redesign to be located at 14816 Military Road S, Tukwila. Permits applied for include: L08 -004 Design Review L08 -005 Lot Consolidation Other known required permits include: Building Permits FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: L08 -004 OPPORTUNITY FOR PUBLIC COMMENT You are invited to comment on the project at a public hearing before the Board of Architectural Review, scheduled for 7pm, May 22, 2008 at the Tukwila City Council Chambers, 6200 Southcenter Boulevard. To confirm this date call Stacy MacGregor at the Department of Community Development at (206) 431 -3670. For further information on this proposal, contact Stacy MacGregor at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 4:30 p.m. Application Filed: February 7, 2008 Notice of Completeness Issued: Feb 22, 2008 Notice of Application Issued: February 29, 2008 DCD Planning Page 1 H: \ L08 -004 & 5 Valley View \ Hearing Notice.DOC 05/05/2008 wow -1 w _ 1 No• 11•41 1•.175481/ L 1 J STALL LAYOUTS O 1 1,1 II • S. 148TH STREET 2 I - Wow PERSPECTIVE VIEW LOOKING NE O Vi•.10b ■_ 72 00 3 Ynu< 541 06T 4014.20•, 70. 10 CMS 7M OWNS 104OTO1MT110. S40.a 0140000 WW 2001080311 4414012102 NUM an (MESS OW) 7MIS •w 140451 1114000.@ W10.02 MANS 0 MSS 040400 S20470 0.240 107 11•04012 0100 • 104 11.494 01122021/12 ••141210STOIN 01 0211C 10■1724A7 12/ 101111200111 -12 Yµa�40•i •7112 50044101 .40.4200 O�y 1004• 20.0407021 Y /Ma 2444.10042 RAW 44154051 254 0010 COT OM RIL.00 021.3 W -10004• NM 00< MOO • MS2 -. -10 140540000005 DOST LI 004402 004 TO WW1 0014.0.14401 052.0 407 TO MOW 0 CO -00 O 0 2110 NOWA. 94211 TO W NW 011 I4421C010441 1OJ11G10 40-00 • r. 1• 144257•1 Y 11 8 003CO1 0 MM.r140Op,102 *uMuo- ]OIWOM 4AM 410.4 -NITA OF 1fIt2 • A Tt1 ▪ 0200«1. NON 124 1.1U1ES 4103 ABLACEM 2000 E 4007 and 00NS7• 432+1 - 02150005• YM 10140015. COST 13OONIMITS7.. 00154115 ro 0300 1-0 FIN WING OF 10124 MT. 5. OF Ps TO 1 72010 11511 -L WAGE 100041 WNW 0147.1171011 90•0724 OUT 002.2 1311 1.047 0210 0 01 000 • • C 704 50440/10/ 1!10 11010111- 70004 S0 42Ri•M1M1 RECEIVED FM 0 7 2008 COMMUNITY DEVCLQPttgla PROJECT INFORMATION *005[7.00.4 /411005/9 W 4 ,4....4..- 20..11. uw 1011101032 004100000 000 00•9 0000102 y MI 17407 LOT 4.421715.+07 OF MT MM. LIU 2 00 ltSS PO. 1717w2 12•1N .m44.7MTR1 100 FT 11.200004 44102 0040 1427401- 102072.720 00102-021 b/.. 001E 44.027 0002102 12061 242-7226 1157127 4100047 MGT 504.10 14x!1.27.1110 .10117411: 271410.41 0012.2 4020 00 14211 110-000 OWL 004405 00400042x4 (4x5) 101 -x014 00Rµ 7000004[103 (42511x720,4 E 06401 A0. 71.10000 0211 7711710 00011.7001 INC 0 040 7 (00)55 120.1122 -3221 0040 000[55 220111.11 LAMOUR MOM 14251 41710177 4.0.14.: 2/0400.02 100 05600: 07 M TS .4. 120111.1444 x12 007002: 100 (204) 40.0137 4•7211 0.0 OSTNCT: VIOLET VON 120024.1225 BUILDING INFORMATION 0010010.117E 007021.10404 0110001 MST 2u0.40 v• 320E 11140020 111105.2 I0 0042 aA5. ti 410.1: MO 10 02000000245 0 5. alt 01 NWT 000010004• Taw 0427020440 41 YAW MSS 200000 4401004204 0. 15,11.17 01040: • 200 0.0.5001 0411 4 MI 7401477n1•T 0001 01400 010000 OWL TO 04210 1 -004 ON M TOO 2101 7.00000 •a0- 01 7107000 420 =1 = 00 1441-.411100. ttcm- -.1511• IF 1 TOTAL 001014 11 2.01 x•30 T0T441. •.LMSC 2112 3552 .201 200 15- COW= 0 2R Strt 4505- 1•400054 002102200/ 000 0 000 00 TAM 201 1 00110 S300 0 (TAU SOU 1,0000(4004121 Mt 40014 0104 210 /110 S0 00 0 0010 OL 2'0000/00. S ftrt1V 0200 0. 1 0110 200 050 00-/-42 "I! TOTAL -/-42 SITE & ZONING INFORMATION !00007 00054 1414 1.1114 101204 1021•410.0lU SOOIOSILOSi 004(0000 0005 0440 00110 1ST 4441074100 17 114500010 7 100 700 WOW 4- 2 SOFT 4n 15- .15011401 110140•40 OwNwal 5 004 NNW 01011041 LOT COMAS, WA N0406040 POLO 41MOOT.4 NS 8 14.05 8/ NOS .1.10002 30001075 04 MM5 2002 TOT 0-1400 ygp.ZIOSAlve root.. O..*•m 0844981500 Welt 1440201040 1514.00 4112:0504 10 lea 10 Wm 10.4. So-'r111t 1010 rrr15.41001. I424M0� 202.g10 0••1000 541. .4 .. .0 4440 ow" U4120110021SOM 7.001402100 Me 1450000 tows 10 Ow. 0.01 2x41504 1041: T7.1 - 11.0 70.. 0.0441. :O4. 50 04400000 14 M. 104115 S0 0 )0414410 new 700 L•- M 4145 newts H= 0- 474.1. 2000 W02004e 70.. 114 05.5.1It 24. 2+7Y•IC. 42 14 25 2,00F • 1 OvNi •00' 200 w 1O Nalwis 4•••0 41 040121040 0 .4000 Mb 5400000 3..11 T ..41.1.,. SW, 1400044 1.00y4 -051 NNW Wag WO /00410000010 300.70..•1.4.2 .6250 TIN02 55..0 M. 102401.411.. 147 ,/0012 430 121110 5202 MAN 2304 2304 2110 4174 N4. AfCHITECTS ?5y, ONA IT loll:tl M,M: 00.Witl:t {0 DES/ N REVIEW SET xoe 410 0415 051E 2/7/00 10010030: • • BOSTEDER,DARWIN & VIVIAN C WOLDE,ELIAS YIRGA MACK,NORMA L & EHRMAN J 11051 24TH PL SW 11400 MILITARY RD S 115 COUNTRY LAKE DR SEATTLEWA98146 SEATTLEWA98168 LEXINGTONSC29072 RAMOS,MARIA DE LA TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 12811 12TH AVE S 14625 MILITARY RD S 14626 MILITARY RD S BURIENWA98168 SEATACWA98168 TUKWILAWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER MARSHALL,BRENDA J 14628 MILITARY RD S 14633 MILITARY RD S 14636 MILITARY RD S TUKWILAWA98168 SEATACWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER IM,THYDA MASTANDREA,DARIO 14641 MILITARY RD S 14651 MILITARY RD S 14654 MILITARY RD S SEATACWA98168 TUKWILAWA98168 TUKWILAWA98168 -4258 ZIMMERMAN,JANET E TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14802 32ND PL S 1 14803 32ND PL S 14803 32ND PL S 14 SEATTLEWA98168 SEATACWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14803 32ND PL S 15 14803 32ND PL S 25 14803 32ND PL S 26 SEATTLEWA98168 SEATTLEWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14803 32ND PL S 3 14803 32ND PL S 35 14803 32ND PL S 8 SEATTLEWA98168 SEATTLEWA98168 SEATTLEWA98168 WARTINGER,ROBERT L JR BACKMAN,JUDITH A TUKWILA COMMUNITY MEMBER 14804 32ND PL S 2 14805 32ND PL S 27 14806 MILITARY RD S SEATTLEWA98168 SEATTLEWA98168 TUKWILAWA98168 BREWER,TERRI L DILES,JENNIFER R AUDETTE,DANIEL R 14807 32ND PL S 28 14808 32ND PL S 4 14811 32ND PL S 29 SEATTLEWA98168 SEATACWA98168 SEATACWA98168 DONG,HA KIM THI FEARS,SHEILA Y GREEN,TYSONIA 14812 32ND PL S 5 14813 32ND PL S 31 14814 32ND PL S 6 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 • • DIPAOLO,VINCENT & CLARA JOHNSON,DEBORAH A VAL VUE SEWER DISTRICT 14815 32ND PL S 32 14816 32ND PL S 7 14816 MILITARY RD S SEATTLEWA98168 SEATTLEWA98168 TUKWILAWA98168 AGUILAR,ALMA I PERRY,RUTH TUKWILA COMMUNITY MEMBER 14817 32ND PL S 30 1482132ND PL S 33 14821 MILITARY RD S SEATTLEWA98168 SEATTLEWA98168 SEATACWA98168 KARURI,FRANCIS ROE,KEVIN T AVDIC,AMELA 14822 32ND PL S 9 14823 32ND PL S 34 14824 32ND PL S 10 SEATACWA98168 SEATACWA98168 SEATTLEWA98168 SPARKS,JULIE A GUBAYE,SHAWAYA T VOIT,WAYNE P 14826 32ND PL S 11 14827 32ND PL S 36 14828 32ND PL S 12 SEATTLEWA98168 SEATTLEWA98168 SEATACWA98168 TUKWILA COMMUNITY MEMBER El Matador Apartments TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 14828 MILITARY RD S #222 14828 MILITARY RD S 101 TUKWILAWA98168 TUKWILAWA98168 -4266 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 102 14828 MILITARY RD S 103 14828 MILITARY RD S 104 TUKWILAWA98168 -4263 TUKWILAWA98168 -0263 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 105 14828 MILITARY RD S 106 14828 MILITARY RD S 107 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 108 14828 MILITARY RD S 109 14828 MILITARY RD S 110 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILAWA98168 -0263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 111 14828 MILITARY RD S 112 14828 MILITARY RD S 113 TUKWILAWA98168 -4263 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 114 14828 MILITARY RD S 115 14828 MILITARY RD S 116 TUKWILAWA98168 -0264 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 • • TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 117 14828 MILITARY RD S 118 14828 MILITARY RD S 119 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 120 14828 MILITARY RD S 121 14828 MILITARY RD S 122 TUKW ILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILAWA98168.4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 201 14828 MILITARY RD S 202 14828 MILITARY RD S 203 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 204 14828 MILITARY RD S 205 14828 MILITARY RD S 206 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 207 14828 MILITARY RD S 208 14828 MILITARY RD S 209 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 210 14828 MILITARY RD S 211 14828 MILITARY RD S 212 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 213 14828 MILITARY RD S 214 14828 MILITARY RD S 215 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILAWA98168-4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 216 14828 MILITARY RD S 217 14828 MILITARY RD S 218 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 219 14828 MILITARY RD S 220 14828 MILITARY RD S 221 TUKWILAWA98168-4266 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Medina Restaurant 14828 MILITARY RD S 222 14831 MILITARY RD S 14835 TUKWILA INTL BLVD TUKWILAWA98168 -4266 SEATACWA98168 TUKWILAWA98168 -4328 • • VIAFORE,ROBERT L & CARMELL L OCM ESCROW ADMINISTRATION THOMPSON,LAMARR V 1647 SW 165TH ST 1717 MAIN ST 8TH 17521 MILITARY RD S BURIEN WA98166 DALLASTX75201 SEATACWA98188 BOGGIO,GENE B & KIMBERLY H GILL,SWARN SINGH GUZMAN,IRIS & ROSA 18225 I41 ST AVE SE 21421 94TH PL S 2426 137TH AVE SE RENTONWA98058 KENTWA98031 BELLEVUEWA98005 SIKOV & SEABREEZE LLC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 2625 NW ESPLANADE 3218 S 148TH ST 3224 S 148TH ST SEATTLEWA98117 SEATACWA98168 SEATACWA98168 INTERNATIONAL INSPECTION TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 3229 S 148TH ST 3232 S 150TH ST 3238 S 150TH ST SEATACWA98168 SEATACWA98188 SEATACWA98188 TUKWILA COMMUNITY MEMBER BORLAND,GREG TUKWILA COMMUNITY MEMBER 3251 S 148TH ST 33106 135TH PL SE 3400 S 148TH ST SEATTLEWA98168 AUBURNWA98092 TUKWILAWA98168 BLUE,GLENN C RUPERTDANIEL,W & DEBRA L TUKWILA COMMUNITY MEMBER 3400 S 150TH ST 3416 S 148TH ST 3429 S 148TH ST SEATTLEWA98188 SEATTLEWA98168 TUKWILAWA98168 MISNER,DONALD P SGI -USA Seattle Culture Ctr. SOKA GAKKAI INTL USA (SGI) 3435 S 191ST ST 3438 S 148TH ST 3438 S 148TH ST SEATACWA98 188 TUKWILAWA98168 -4319 TUKWILAWA98168 -4319 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 3454 S 148TH ST 3455 S 148TH ST 3460 S 148TH ST TUKWILAWA98168 TUKWILAWA98168 TUKWILAWA98168 JEWETT,MATTHEW CEDERLIND,JIM LUI,LUEY MING 7563 CALIFORNIA AVE SW 8040 23RD AVE NW 8216 S 120TH ST SEATTLEWA98136 SEATTLEWA98117 SEATTLEWA98178 DELTA CONSTR & INVESTMT KING COUNTY WATER DIST 125 CHURCH BY SIDE OF THE ROAD PO BOX 5278 PO BOX 68147 PO BOX 68545 KENT WA98064 SEATTLEWA98168 SEATTLEWA98168 • • TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Sea -Tac North Travelodge 14837 MILITARY RD S 14839 MILITARY RD S 14845 TUKWILA INTL BLVD SEATACWA98168 SEATACWA98168 TUKWILAWA98168 -4328 DOND & KUO INC China Pavilion Restaurant Stop By Corner 14855 S PACIFIC HWY 14855 TUKWILA INTL BLVD 14857 TUKWILA INTL BLVD TUKWILAWA98168 TUKWILAWA981 68-4328 TUKWILAWA98168 -4328 FELICITAS,ESTHER D VALERA,LUISA ELENA LOUANGRATH,VONGXAY 14901 32ND PL S 37 14902 32ND PL S 13 14903 32ND PL S 38 SEATACWA98168 SEATACWA98168 SEATACWA98168 AYELE,MESFIN MAMO MASON,KELLY L BRAVO,VERONICA 14905 32ND PL S 39 14907 32ND PL S 40 14908 32ND PL S 16 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 MORALES,DENA L FOX,IRVING J BOYD,PEGGY A 14911 32ND PL S 41 14912 32ND PL S 17 14913 32ND PL S 43 SEATACWA98168 SEATTLEWA98168 SEATTLEWA98168 NGUYEN,KHOA T PHUNG,PHUC BUSHIE,JAN 14914 32ND PL S 18 14915 32ND PL S 44 14916 32ND PL S 19 SEATACWA98168 SEATTLEWA98168 SEATTLEWA98168 ADJEMOVIC,ALMIR & DAWN L YIFRU,KEFYALEW K ARARANKOVIC,AMELA BABIC 14917 32ND PL S 42 14918 32ND PL S 20 14921 32ND PL S 45 SEATACWA98168 SEATACWA98168 SEATACWA98168 STEELE,JUDITH A PAJIC,DRAGO GONZALEZ,VICTORINO D 14922 32ND PL S 21 14923 32ND PL S 46 14924 32ND PL S 22 SEATACWA98168 SEATACWA98168 SEATACWA98168 RIVERA,RICARDO ZAFFT,SARAH CHIEN,KEVIN C & KAREN M 14924 32ND PL S 47 14926 32ND PL S 23 14927 32ND PL S 48 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 BARRERA,ALICIA C FISHER,YVONNE LI,LISA 14928 32ND PL S 24 15044 MACADAM RD S K 15905 SE 43RD ST SEATACWA98168 TUKWILAWA98188 BELLEVUEWA98006 JOYA,JORGE PO BOX 69315 SEATTLEWA98168 LEE,TYREE PO BOX 78036 SEATTLEWA98178 ; \2c.1 k ; t c -a GI D (f�USka� 'Jt O � ;u(i AIsj ;..)C.1 s6:53 VAL VUE SEWER DIST PO BOX 69550 SEATTLE WA98I68 CITY OF SEATAC 4800 SO. 188TH ST. SEATAC, WA 98188 -8605 LA mt DE-P i SIKOV,PETE & HELEN PO BOX 73669 PUYALLUPWA98373 David McPherson - Re: Fwd: FW: Street C' - tion • • From: David McPherson To: DCD- Intern Intern Subject: Re: Fwd: FW: Street Section Stacy, (1) The Water Dist. 125 / Valley Vue Sewer Dist. - Joint Operation Facilities was built under Building permit no. D06 -086. (2) From T.I.B. the street was narrowed along South 148th Street. PW approved an 18' lane from street centerline to curb; along South 148th Street, with a 6' sidewalk. (3) The street section shown as part of the "pdf' was from a pre - application meeting (PRE05 -026). (4) The new Valley Vue Sewer Dist. adjacent to Military Rd. South, should follow the same section built under Building permit no. D06 -086. Thank you. Dave On\J-1i �SS �� � S vY cv� 0\10_,c- »> DCD- Intern Intern 04/08/2008 1:22 pm »> Dave, I am meeting with Dana Dick and the architect for the new Valley View project tomorrow to go over DR comments. One of the issues is the TIB design manual calls for an 8' sidewalk. You and I have already talked about this and PW is okay with a sidewalk the same width as the other Valley View office down the street (5 or 6' - -I need to check). I am holding onto the 8' sidewalk as a negotiation tool but planning is also fine with a narrower sidewalk. If you want to sit in tomorrow, we are meeting at 11 in Conference Room 5 or if you want I will pass on your position. It isn't clear to me what the desired street cross section is for PW and the attached PDf doesn't clear it up at all. Let me know, Stacy Stacy MacGregor Assistant Planner 206 - 433 -7166 SMacGreqorci.tukwila.wa.us »> "Brandt S. McCorkle" <mccorkle(a)pageandbeard.com> 04/08/2008 10:09 am »> Stacy,Our Civil engineer just gave this to me today. Can we get Dave mcPhearson to sit in the meeting tomorrow for a discussion on the 148th street section and sidewalk width? Brandt Forwarded Message > From: Bob Stanton <Bobs©paceengrs.com> > Date: Tue, 8 Apr 2008 08:57:51 -0700 > To: 'Dana Dick' <danad @valvue.com >, "'Brandt S. McCorkle"' > <mccorkle@pageandbeard.com> > Conversation: Street Section > Subject: Street Section > Dana /Brandt, David McPherson - Re: Fwd: FW: Street - tion > Here is the street section the city handed out at the preapplication and a > copy of my correspondence with Dave McPherson at the city. > In case you can't read it, the bottom line is that when they did the TIB > project they used a narrower section, which is what is used on the south side. > You may need to have planning talk to Dave to get them on board. > Bob End of Forwarded Message David McPherson - wsd street memo.pd For CONVERSATION RECORD j1;.Phone ❑ In Person ❑ Voice Mail Talked with V G \I\ 3 1LS b N I Date: `Z /V) Time: of \ + \ ` �c- . Phone No. 1P �— �3 I - Z ik Re: V v ' 1 Y �� f.�Q 14 Job No. ❑ I placed call ❑ Party called SUMMARY OF CONVERSATION: \1v 6. \\ C Th \ \W 1 N � � V\ 1\ C \ �.1-D 1\ \\ � \ ACTION OR FOLLOW UP: Routing: Signed: Return to for filing. David McPherson - wsd street memo.p P1225 2_b LY , ,!\ Tc--- i t I I: 1 ; N 4.5' •) .1.1 I); •• At).6 A 13) .S1 olg24.041L\ Cc. loe e ka- v■c. t=.11■ 4A-y. V.CN CC.'" 0 Tr-A. cxx?'"T (.0 C5 ST:49A+ -TAZR-Nc.■ %! Aro-4k o eat)e( 1a. No-r "Tc) o8.0i, -2cR-_---SoloG,6 4s4 • VALLEY VIEW SEAR DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd Tukwila, WA 98188 RE: L08 -004, Written response to the City of Tukwila's DCD Design Review Comment Memorandum (revised April 3, 2008). To Stacy MacGregor, Planner: Following is a copy of the referenced Memorandum with the applicant's responses to each issue. A DRAFT of this letter was discussed at a meeting held on 4/9/08. The comment responses are in blue text and reflect agreements made at the meeting as well as subsequent agreements made after the meeting. Background Information Setbacks: Front: 20 feet, Second front and Sides: 10 ft Landscaping: Fronts: 10 ft, Sides: 5 ft Parking: Office: 3/1000 sf; Warehousing: 1/2000 sf Interior Landscaping: 15 sf /stall and 10 sf /screened stall RC Zone, corner lot with 2 fronts and 2 sides for setback /landscaping requirements. West side of lot fronts Military Rd which is in the City of SeaTac. The north side fronts S 148th St. The site is within the TIB Corridor and subject to the TIB Design Manual. Military Road and property to the west are within the City of SeaTac. The adjacent SeaTac properties are residential with Urban High Density (residential) zoning. Site Design: 1. TIB design guidelines call for buildings adjacent to sidewalks and not separated by parking Tots. To meet the TIB design guidelines, locate the garage building with its "back" to S 148th St. This would eliminate a stretch of fencing and provide some additional visual interest to the streetscape. It would also increase safety to the yard area by allowing visual access from the existing office to the yard. Currently, the garage configuration blocks views to the yard from the office building. a. The new Vehicle Storage garage is not separated by a parking lot. This area between 148th and the new building is the District's Maintenance Yard. This will be made clearer by adding a designation title to this area on sheet A -1.1. It was erroneously assumed that it was graphically clear that it is not a parking lot because there are no parking stalls indicated. b. Though it may be desirable to create "visual interest to the streetscape"; unfortunately, moving the building to the location suggested is at odds with the District's program. The building is located adjacent to the existing office building to minimize the distance that staff is required to walk to the garage and the Page & Beard Architects, PS Page 1 of 6 VALLEY VIEW SE/ DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE District vehicles, as well as allowing the connection via walkways rather than staff walking across the vehicle circulation areas. This latter consideration is a safety issue. c. There are no windows on the north elevation of the existing office building. So moving the building to "allow visual access" is not a valid rationale. d. In fact, it was the screening of the yard from the SW with the building, and eliminating security fencing along the north side of the existing parking lot that was another reason for the siting of this new garage. So moving the building, as far as security fencing is concerned, will only relocate fence from one location to another. e. It was agreed at our 4/9/08 mtg that the building can remain as located. 2. Fencing: a. When this project went through a pre - application meeting, Lee Beard of Page and Beard proposed "residential style" fencing. An eight -foot tall chain link fenced topped with 2 feet of razor wire is not "residential style ". Also, any fence over 6' tall is subject to building setbacks. (20" front, 10' on second front and sides). The City does not feel that the fencing on your application meets the intent of the TIB design guidelines. The other Valley View site has an identical use and only has a five foot chain link fence without slats or razor wire. This style is much more acceptable and is keeping with the fence types of the surrounding area. A transparent fence will also allow surveillance from the street and decrease the opportunity for unwanted activity to occur unobserved. A residential style fence or 5'tall black vinyl coated chain Zink fence are acceptable to the City. i. Unfortunately I cannot find Lee Beard's comment about "residential style" fencing in our file. Regardless of this, the District is willing to address this issue and come to some agreement with the City. Security was the prime objective; immediate screening of the yard was thought to be the major requirement of the City. It may be feasible to eliminate the fence slats and supplement the Type I buffer to achieve screening. However, we appear to have an inconsistency in requirements relating to the purpose of this screening. Are we to screen the yard, or are we to "allow surveillance from the street "? These contrary objectives will need to be clarified by the City. ii. The height of the fence will be the main issue as far as the effectiveness of it as a security measure. The barbed wire makes a fence effectively unscalable. The height of the fence is the next critical factor relating to the ease of access by unwanted visitors. A 5' high fence will actually serve no purpose other than denying people, vehicles and animals "free" access to the site. It is not a barrier that will actually make it difficult to enter, as well as difficult to remove (steal) inventory from the site. It appears that the City will be unlikely to approve a variance allowing an 8' fence within the Military Road building setback as proposed. This will need to be resolved by either moving this portion of fence out of the setback, or reducing the height to the allowed 6' high. Page & Beard Architects, PS Page 2 of 6 VALLEY VIEW SEA DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE • iii. It is agreed that all new fence will be 6' tall chainlink with black vinyl coated fabric and NO slats. b. For whatever fencing is approved, show all the fencing on sheet A -0.0. Fencing along the east and south sides is missing. Show the fence in its entirety, including its full height. i. It is generally accepted notation that "typ" (typical) means that this is what is to be built at all typical locations, ie perimeter fencing. Additional notes have been added to A -1.0 & A -1.1 to help clarify this. Existing fencing not specifically called out to be removed; is to remain. ii. Additional notes have been added to A -1.1 to clarify new vs existing fence. c. Ensure that the fence located at the corner of Military Rd and S. 148t St does not interfere with a sight vision triangle. i. Valid concern; the 40' x 40' vision triangle is now indicated on A -1.1. ii. The corner of the fence has been cut back 20' in each direction, at a 45- degree angle, to accommodate 200 SF of additional landscaping at this corner. The sight triangle will not be a problem. 3. Provide for recycling and trash collection according to TMC 18.52.080 -090. a. The trash and recycle area has been returned to the existing location at the north side of Building C. Revision made to A -1.1. 4. An 8' sidewalk is required along S. 148th Street according to the TIB design manual, pg. 8. a. This is inconsistent with the requirements on our recent project on 148th, and the road section requirements given to the Civil engineer at our Pre - application meeting. b. It was agreed at our 4/9/08 mtg that the sidewalk width will remain 6' as submitted. 5. Bike racks appear to be located within the perimeter fence and as such are not accessible to the public arriving on the site. Provide additional bike racks for public use outside the fenced yard. a. A bike rack is added outside of the fence. Revision made to A -1.1. 6. Activate the corner of Military and 148th through landscaping (at least 200 sf), relocation of the monument sign, or an architectural feature such as a trellis. (TIB design manual, pg 12). a. Providing 200 SF of additional landscaping and moving monument sign to the corner may be a good suggestion. The 200 SF of landscape will obviously open up the view angles at this intersection, which should address Item 2,c above as long as the planting is allowed to be low growing in this 200 SF area. b. It is agreed that 200 SF of additional landscaping will be added to this corner. Revisions made to A -1.1 & L -1. c. An additional request was made by Ms. Stacy MacGregor to move the north curb south 2' for an additional interior landscape area. This was acceptable to the Owner and is revised on A -1.1 and L -1. Parking and Site Circulation Page & Beard Architects, PS Page 3 of 6 VALLEY VIEW SEW% DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE • 1. The old lot configuration had 25 parking stalls in the service area and 7 stalls at the office. The new layout shows 14 stalls at the office and the new garage bay of 7 stalls. Show parking, striping, and circulation for the service area. a. The Service Yard is not a parking lot, so no stalls are shown nor required. The number of previous stalls should be considered irrelevant. Prior to the Administrative use moving to the new building down the street, public meeting were held at this location. This is no longer the case. The 14 stalls provided were calculated as required @ 3/1000 office & 1 /2000 warehouse; except a square footage error was made on the "Site & Zoning Information" on A -0.0. The actual "office use" is 2,870 SF rather than 4,030; the "warehouse use" is 6,362 SF rather than 5,202. The total number of stalls required is actually 12 rather than 15. 14 stalls are provided plus one loading berth at the east end of the new garage. b. It was agreed 4/9/08 that no stalls will be added to the yard and vehicle circulation area. The two stalls at the SE corner of the parking lot will be changed to "Compact" with wheelstops. 2. Clarify the site circulation and ingress /egress points. If additional access is provide along Military Road S., provide documentation from the City of SeaTac allowing or denying this. a. The arrows shown on A -1.1 indicate ingress /egress. Thus the gate on 148th is both ingress & egress; the gate on Military is egress only. b. We are waiting for the written reply from SeaTac allowing the access points shown. It has been agreed by the Owner to forgo frontage improvements to Military and to pay the required fee to SeaTac for future improvements. 3. Bring the gate /keypad on S 148th inward so vehicles entering from S 148th won't encroach over the sidewalk or into the street when keying -in. a. We will need clarification whether a vehicle can stop over the sidewalk while keying in. Obviously we will not have them over the street; but if "over sidewalk" is not allowed we will need to modify this set -up. b. It was clarified at our 4/9/08 meeting that the vehicles cannot stop over the sidewalk to use the keypad. The keypad is moved to the gate post and will not be used from within the vehicles. Typical operation will be by remote control. 4. Will the fire "no parking" lane be stripped over its entirety? a. As the note on A -1.1 states: "As required by Tukwila Fire Dept ". I expect we will determine the exact extent of striping required through the permit application 5. Wheel stops are required on the northern stalls of the office parking lot to prevent vehicles from protruding into the walkway. a. Will install wheelstops at north stalls. Revision made on A -1.1. 6. Are on -site internal circulation signs needed (one way, exit, directional arrows, etc)? If they are, show them on the plans. a. None should be needed. 7. Increase the width of the pedestrian path from the parking lot /street to the office building to 6'. a. Please reference CODE section requiring 6' internal walkway. b. It was agreed at our 4/9/08 mtg that the sidewalk can remain at 5' wide as shown. Page & Beard Architects, PS Page 4 of 6 VALLEY VIEW SEWR DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE • Lighting 1. What about lighting on the sidewalk and the rest of the yard that is not illuminated? Provide lighting to the entire yard and lighting to the adjacent sidewalk. Lighting is important for safety and surveillance. a. All internal walkways are lighted. We will review the east yard with the Owner, there may be a fixture on the existing Building C that does not show on the footcandle study. b. As agreed on 4/9/08, another footcandle study will be submitted showing all light levels. c. The latest footcandle study is resubmitted with this letter. There are low light levels north of the existing shop building C. If for some reason the City insists on adding a light fixture, it will be added to the north elevation of Building C. Building Design 1. Provide a detail of the proposed gates. a. Gates will be identical to the final fencing design. New sheet A -1.2 will be submitted with gate details. 2. Verify if and how the cisterns will be used. a. They will be used for irrigation if the bids are not too high. 3. The fence and landscaping serves as screening. All screening must by at least 60% of the height of the objects to be screened. Ensure that this screening will reach the required height. a. There is no high piled storage in the yard; nothing taller than 8'. Screen will 100% of the height of storage. 4. Add mullions to the windows in the rear of the building. a. A vertical mullion will be added to each window on Building B. See revised A -3.2. Landscaping Design Standards: Interior parking lot landscaping is required. 15 sf /stall, 10 sf /stall if screened by buildings Perimeter landscaping at 10 sf on fronts, 5 sf on each side. 1. The service yard lot requires landscaping for each stall. See TMC 18.52.035 (3 & 4). Show stripping and landscaping in the service yard. a. As stated above, there is no parking in the service yard; so no striping and no interior landscaping. 2. Provide the area of all landscaping areas. a. Areas of all landscaping are called out on A -1.1. 3. Design and maintain bioswale according to the 1998 KC Surface Water Design Manual. 4. All landscaped areas must be irrigated. General Construction Notes on sheet L -1 state that hand watering will occur to establish plants. Provide irrigation plan with development permit. a. Irrigation is not planned except for a temporary drip system until all planting is established. Plants are all drought tolerant. The "handwatering" note is not Page & Beard Architects, PS Page 5 of 6 VALLEY VIEW SEW% DISTRICT Minor Remodel and New Garage Project 2008.4.25 COT Comment (rev) final RESPONSE • accurate. The District is concerned with water conservation, does not plan on irrigating with automatic system and can bond the landscaping if required. b. It has been decided by the Owner to install an irrigation system. See new L sheets. 5. Landscape plan shows a wood fence along the south side. Confirm this. a. That note is incorrect. There are no wood fences. 6. The landscape plan is conceptual only. a. Final landscape plan will require the variety of plants shown on sheet L -1. i. Agreed b. An irrigation plan will be required. i. Irrigation plan is submitted with this letter. c. Western Red Cedar and Shore Pine are not appropriate south of the building. d. Flowering Pear is over used in Tukwila. Consider another species such as Crape Myrtle instead. e. Evergreen shrubs will need to be 2' on center. f. Ground Cover will need to be 12' on center. g. Perennial color will need to be 12" on center; consider if there will be enough sun for these species of perennials at this location. The specific species locating will be clarified with the development application. Final approval will include this as a condition. Agreed Signs . 1. Where will the freestanding sign to be re- located? It appears to be in the vision triangle. A separate permit will be required to relocate, replace, or redo this sign. Consider moving this sign to the corner of Military Rd and S. 148th. Moving sign to corner is acceptable. Revision made to A -1.1. 2. Freestanding sign must be setback from property lines a distance equal to its height. It appears to be located on the property line (sheet A 1.1). The new sign will comply with COT sign Code. 2. Will the freestanding sign be lit? Provide a lighting plan for the sign. a. Yes it will be lit with ground lights as stated on E -1.0. Lighting plan will be provided with permit & sign app after final design is complete Comments from the Fire Department 1. Buildings will require fire alarm installation. Jurisdictional Coordination 1. Provide comments from the City of SeaTac regarding allowing or disallowing of an additional access road and frontage improvements onto Military Road. Sincerely, Brandt McCorkle, Architect Page and Beard Architects, PS Page & Beard Architects, PS Page 6 of 6 • • MEMORANDUM To: Brandt McCorkle From: Stacy MacGregor, Planner Date: April 3, 2008 RE: L08 -004 Valley View Sewer District Design Review Please find below a list issues compiled by Community Development, Public Works, Fire, and Building Department staff regarding the Valley View project. We can either meet or talk by phone to review these comments and discuss how you will address them in your next set of plan revisions. In the meantime, please don't hesitate to call me at 206.431.3670 if you have any questions. Background Information Setbacks: Front: 20 feet, Second front and Sides: 10 ft Landscaping: Fronts: 10 ft, Sides: 5 ft Parking: Office: 3/1000 sf; Warehousing: 1/2000 sf Interior Landscaping: 15 sf /stall and 10 sf /screened stall RC Zone, corner lot with 2 fronts and 2 sides for setback/landscaping requirements. West side of lot fronts Military Rd which is in the City of SeaTac. The north side fronts S 148th St. The site is within the TIB Corridor and subject to the TIB Design Manual. Military Road and property to the west are within the City of SeaTac. The adjacent SeaTac properties are residential with Urban High Density (residential) zoning. Site Design: 1. TIB design guidelines call for buildings adjacent to sidewalks and not separated by parking lots. To meet the TIB design guidelines, locate the garage building with its "back" to S 148th St. This would eliminate a stretch of fencing and provide some additional visual interest to the streetscape. It would also increase safety to the yard area by allowing visual access from the existing office to the yard. Currently, the garage configuration blocks views to the yard from the office building. 2. Fencing: a. When this project went through a pre - application meeting, Lee Beard of Page and Beard proposed "residential style" fencing. An eight -foot tall chain link fenced topped with 2 feet of razor wire is not "residential style ". Also, any fence over 6' tall is subject to building setbacks. (20" front, 10' on second front and sides). The City does not feel that the fencing on your application meets the intent of the TIB design guidelines. The other SM Page 1 of 4 04/03/2008 H: \Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc • • Valley View site has an identical use and only has a five foot chain link =07 ,/P fence without slats or razor wire. This style is much more acceptable and is keeping with the fence types of the surrounding area. A transparent fence will also allow surveillance from the street and decrease the opportunity for unwanted activity to occur unobserved. A residential style fence or 5'tall black vinyl coated chain link fence are acceptable to the City. b. For whatever fencing is approved, show all the fencing on sheet A -0.0. Fencing along the east and south sides is missing. Show the fence in its entirety, including its full height. c. Ensure that the fence located at the corner of Military Rd and S. 148t St does not interfere with a sight vision triangle. 3. Provide for recycling and trash collection according to TMC 18.52.080 -090. 4. An 8' sidewalk is required along S. 148th Street according to the TIB design manual, pg. 8. 5. Bike racks appear to be located within the perimeter fence and as such are not accessible to the public arriving on the site. Provide additional bike racks for public use outside the fenced yard. 6. Activate the corner of Military and 148th through landscaping (at least 200 sf), relocation of the monument sign, or an architectural feature such as a trellis. (TIB design manual, pg 12). Parking and Site Circulation 1. The old lot configuration had 25 parking stalls in the service area and 7 stalls at the office. The new layout shows 14 stalls at the office and the new garage bay of 7 stalls. Show parking, striping, and circulation for the service area. 2. Clarify the site circulation and ingress /egress points. If additional access is provide along Military Road S., provide documentation from the City of SeaTac allowing or denying this. 3. Bring the gate/keypad on S 148th inward so vehicles entering from S 148th won't encroach over the sidewalk or into the street when keying -in. 4. Will the fire "no parking" lane be stripped over its entirety? 5. Wheel stops are required on the northern stalls of the office parking lot to prevent vehicles from protruding into the walkway. 6. Are on -site internal circulation signs needed (one way, exit, directional arrows, etc)? If they are, show them on the plans. 7. Increase the width of the pedestrian path from the parking lot/street to the office building to 6'. Lighting 1. What about lighting on the sidewalk and the rest of the yard that is not illuminated? Provide lighting to the entire yard and lighting to the adjacent \b r5 sidewalk. Lighting is important for safety and surveillance. - PI • \% c-1,0-‘6 v Building Design SM Page 2 of 4 04/03/2008 H:\Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc • • 1. Provide a detail of the proposed gates. 2. Verify if and how the cisterns will be used. 3. The fence and landscaping serves as screening. All screening must by at least �, °) 60% of the height of the objects to be screened. Ensure that this screening will �Sti reach the required height. 4. Add mullions to the windows in the rear of the building. ,�S "- Landscaping Design �50 O by Standards: d Interior parking lot landscaping is required. 15 sf/stall, 10 sf/stall if screened \ Perimeter landscaping at 10 sf on fronts, 5 sf on each side. 1. The service yard lot requires landscaping for each stall. See TMC 18.52.035 (3 & 4). Show stripping and landscaping in the service yard. 2. Provide the area of all landscaping areas. 3. Design and maintain bioswale according to the 1998 KC Surface Water Design Manual. All landscaped areas must be irrigated. General Construction Notes on sheet L -1 state that hand watering will occur to establish plants. Provide irrigation plan with development permit. 5. Landscape plan shows a wood fence along the south side. Confirm this. 6. The landscape plan is conceptual only. a. Final landscape plan will require the variety of plants shown on sheet L -1. b. An irrigation plan will be required. c. Western Red Cedar and Shore Pine are not appropriate south of the building. d. Flowering Pear is over used in Tukwila. Consider another species such as Crape Myrtle instead. e. Evergreen shrubs will need to be 2' on center. f. Ground Cover will need to be 12' on center. g. Perennial color will need to be 12" on center; consider if there will be enough sun for these species of perennials at this location. The specific species locating will be clarified with the development application. Final approval will include this as a condition. - r } (i ax Signs 1. Where will the freestanding sign to be re- located? It appears to be in the vision \c 1. triangle. A separate permit will be required to relocate, replace, or redo this sign. Consider moving this sign to the corner of Military Rd and S. 148th .`o‘ ,31 .0102. Freestanding sign must be setback from property lines a distance equal to its height. It appears to be located on the property line (sheet A 1.1). 3. Will the freestanding sign be lit? Provide a lighting plan for the sign. Comments from the Fire Department 1. Buildings will require fire alarm installation. SM Page 3 of 4 04/03/2008 H: \Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc • Jurisdictional Coordination 1. Provide comments from the City of SeaTac regarding allowing or disallowing of an additional access road and frontage improvements onto Military Road. SM Page 4 of 4 04/03/2008 H:\Stacy's Current Planning \L08 -004 & 5 Valley View\Comments I .doc r • • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd Tukwila, WA 98188 RE: L08 -004, Written response to the City of Tukwila's DCD Design Review Comment Memorandum (revised April 3, 2008). To Stacy MacGregor, Planner: Following is a copy of the referenced Memorandum with the applicant's responses to each issue. It is assumed that this letter will be discussed during a forthcoming meeting that will (or has been) scheduled. Applicant responses are in blue text. Background Information Setbacks: Front: 20 feet, Second front and Sides: 10 ft Landscaping: Fronts: 10 ft, Sides: 5 ft Parking: Office: 3/1000 sf; Warehousing: 1/2000 sf Interior Landscaping: 15 sf /stall and 10 sf /screened stall RC Zone, corner lot with 2 fronts and 2 sides for setback /landscaping requirements. West side of lot fronts Military Rd which is in the City of SeaTac. The north side fronts S 148th St. The site is within the TIB Corridor and subject to the TIB Design Manual. Military Road and property to the west are within the City of SeaTac. The adjacent SeaTac properties are residential with Urban High Density (residential) zoning. Site Design: 1. TIB design guidelines call for buildings adjacent to sidewalks and not separated by parking Tots. To meet the TIB design guidelines, locate the garage building with its "back" to S 148th St. This would eliminate a stretch of fencing and provide some additional visual interest to the streetscape. It would also increase safety to the yard area by allowing visual access from the existing office to the yard. Currently, the garage configuration blocks views to the yard from the office building. a. The new Vehicle Storage garage is not separated by a parking lot. This area between 148th and the new building is the District's Maintenance Yard. This will be made clearer by adding a designation title to this area on sheet A -1.1. It was erroneously assumed that it was graphically clear that it is not a parking lot because there are no parking stalls indicated. Page & Beard Architects, PS Page 1 of 7 • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE b. Though it may be desirable to create "visual interest to the streetscape "; unfortunately, moving the building to the location suggested is at odds with the District's program. The building is located adjacent to the existing office building to minimize the distance that staff is required to walk to the garage and the District vehicles, as well as allowing the connection via walkways rather than staff walking across the vehicle circulation areas. This latter consideration is a safety issue. c. There are no windows on the north elevation of the existing office building. So moving the building to "allow visual access" is not a valid rationale. d. In fact, it was the screening of the yard from the SW with the building, and eliminating security fencing along the north side of the existing parking lot that was another reason for the siting of this new garage. So moving the building, as far as security fencing is concerned, will only relocate fence from one location to another. 2. Fencing: a. When this project went through a pre - application meeting, Lee Beard of Page and Beard proposed "residential style" fencing. An eight -foot tall chain link fenced topped with 2 feet of razor wire is not "residential style ". Also, any fence over 6' tall is subject to building setbacks. (20" front, 10' on second front and sides). The City does not feel that the fencing on your application meets the intent of the TIB design guidelines. The other Valley View site has an identical use and only has a five foot chain link fence without slats or razor wire. This style is much more acceptable and is keeping with the fence types of the surrounding area. A transparent fence will also allow surveillance from the street and decrease the opportunity for unwanted activity to occur unobserved. A residential style fence or 5'tall black vinyl coated chain link fence are acceptable to the City. i. Unfortunately I cannot find Lee Beard's comment about "residential style" fencing in our file. Regardless of this, the District is willing to address this issue and come to some agreement with the City. Security was the prime objective; immediate screening of the yard was thought to be the major requirement of the City. It may be feasible to eliminate the fence slats and supplement the Type I buffer to achieve screening. However, we appear to have an inconsistency in requirements relating to the purpose of this screening. Are we to screen the yard, or are we to "allow surveillance from the street "? These contrary objectives will need to be clarified by the City. Page & Beard Architects, PS Page 2 of 7 • • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE ii. The height of the fence will be the main issue as far as the effectiveness of it as a security measure. The barbed wire makes a fence effectively unscalable. The height of the fence is the next critical factor relating to the ease of access by unwanted visitors. A 5' high fence will actually serve no purpose other than denying people, vehicles and animals "free" access to the site. It is not a barrier that will actually make it difficult to enter, as well as difficult to remove (steal) inventory from the site. It appears that the City will be unlikely to approve a variance allowing an 8' fence within the Military Road building setback as proposed. This will need to be resolved by either moving this portion of fence out of the setback, or reducing the height to the allowed 6' high. b. For whatever fencing is approved, show all the fencing on sheet A -0.0. Fencing along the east and south sides is missing. Show the fence in its entirety, including its full height. i. It is generally accepted notation that "typ" (typical) means that this is what is to be built at all typical locations, ie perimeter fencing. Additional notes can be added to A -1.0 & A -1.1 to help clarify this if needed. Existing fencing not specifically called out to be removed; is to remain. c. Ensure that the fence located at the corner of Military Rd and S. 148t St does not interfere with a sight vision triangle. i. Valid concern, the Civil Engineer will verify prior to Permit application. 3. Provide for recycling and trash collection according to TMC 18.52.080 -090. a. The trash enclosure is shown on A -1.1 located on the west side of the new garage. It is screened with the "screen" fence with slats. If this is not sufficient, or if there is a problem with the location, it will be revised. 4. An 8' sidewalk is required along S. 148th Street according to the TIB design manual, pg. 8. a. This is inconsistent with the requirements on our recent project on 148t ", and the road section requirements given to the Civil engineer at our Pre - application meeting. The sidewalk can be widened to 8' if required. 5. Bike racks appear to be located within the perimeter fence and as such are not accessible to the public arriving on the site. Provide additional bike racks for public use outside the fenced yard. a. This can be done. Page & Beard Architects, PS Page 3 of 7 • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE 6. Activate the corner of Military and 148th through landscaping (at least 200 sf), relocation of the monument sign, or an architectural feature such as a trellis. (TIB design manual, pg 12). a. This will be reviewed. Providing 200 SF of additional landscaping and moving monument sign to the corner may be a good suggestion. The 200 SF of landscape will obviously open up the view angles at this intersection, which should address Item 2,c above as long as the planting is allowed to be low growing in this 200 SF. Parking and Site Circulation 1. The old lot configuration had 25 parking stalls in the service area and 7 stalls at the office. The new layout shows 14 stalls at the office and the new garage bay of 7 stalls. Show parking, striping, and circulation for the service area. a. The Service Yard is not a parking lot, so no stalls are shown nor required. The number of previous stalls should be considered irrelevant. Prior to the Administrative use moving to the new building down the street, public meeting were held at this location. This is no longer the case. The 14 stalls provided were calculated as required @ 3/1000 office & 1/2000 warehouse; except a square footage error was made on the "Site & Zoning Information" on A -0.0. The actual • "office use" is 2,870 SF rather than 4,030; the "warehouse use" is 6,362 SF rather than 5,202. The total number of stalls required is actually 12 rather than 15. 14 stalls are provided plus one loading berth at the east end of the new garage. 2. Clarify the site circulation and ingress /egress points. If additional access is provide along Military Road S., provide documentation from the City of SeaTac allowing or denying this. a. The arrows shown on A -1.1 indicate ingress /egress. Thus the gate on 148th is both ingress & egress; the gate on Military is egress only. . We are waiting for the written reply from SeaTac allowing the access points shown. 3. Bring the gate /keypad on S 148th inward so vehicles entering from S 148th won't encroach over the sidewalk or into the street when keying -in. a. We will need clarification whether a vehicle can stop over the sidewalk while keying in. Obviously we will not have them over the street; but if "over sidewalk" is not allowed we will need to modify this set -up. 4. Will the fire "no parking" lane be stripped over its entirety? a. As the note on A -1 .1 states: "As required by Tukwila Fire Dept ". I expect we will determine the exact extent of striping required through the permit application Page & Beard Architects, PS Page 4 of 7 • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE 5. Wheel stops are required on the northern stalls of the office parking lot to prevent vehicles from protruding into the walkway. a. Will install wheelstops at north stalls. 6. Are on -site internal circulation signs needed (one way, exit, directional arrows, etc)? If they are, show them , on the plans. \ - \ 7. Increase the width of the pedestrian path from the parking lot /street to the office building to 6'. a. Please reference CODE section requiring 6' internal walkway. Lighting 1. What about lighting on the sidewalk and the rest of the yard that is not illuminated? Provide lighting to the entire yard and lighting to the adjacent sidewalk. Lighting is important for safety and surveillance. a. All internal walkways are lighted. We will review the east yard with the Owner, there may be a fixture on the existing Building C that does not show on the footcandle study. Building Design 1. Provide a detail of the proposed gates. a. Gates will be identical to the final fencing design; but since no planting in driveways, 2. Verify if and how the cisterns will be used. a. They will be used for irrigation if the bids are not too high. 3. The fence and landscaping serves as screening. All screening must by at least 60% of the height of the objects to be screened. Ensure that this screening will reach the required height. a. There is no high piled storage in the yard; nothing taller than 8'. Screen will 100% of the height of storage. Add mullions to the windows in the rear of the building. • .. 1 • ro •.•• -••• - Landscaping Design Standards: Interior parking lot landscaping is required. 15 sf /stall, 10 sf /stall if screened by buildings Perimeter landscaping at 10 sf on fronts, 5 sf on each side. 1. The service yard lot requires landscaping for each stall. See TMC 18.52.035 (3 & 4). Show stripping and landscaping in the service yard. a. As stated above, there is no parking in the service yard; so no striping and no interior landscaping. 2. Provide the area of all landscaping areas. a. Areas of all landscaping are called out on A -1.1. Page & Beard Architects, PS Page 5 of 7 • 1 VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE 3. Design and maintain bioswale according to the 1998 KC Surface Water Design Manual. 4. All landscaped areas must be irrigated. General Construction Notes on sheet L -1 state that hand watering will occur to establish plants. Provide irrigation plan with development permit. a. Irrigation is not planned except for a temporary drip system until all planting is established. Plants are all drought tolerant. The "handwatering" note is not accurate. The District is concerned with water conservation, does not plan on irrigating with automatic system and can bond the landscaping if required. 5. Landscape plan shows a wood fence along the south side. Confirm this. a. That note is incorrect. There are no wood fences. 6. The landscape plan is conceptual only. a. Final landscape plan will require the variety of plants shown on sheet L- 1 b. An irrigation plan will be required. i. No permanent irrigation is planned. c. Western Red Cedar and Shore Pine are not appropriate south of the building. d. Flowering Pear is over used in Tukwila. Consider another species such as Crape Myrtle instead. e. Evergreen shrubs will need to be 2' on center. f. Ground Cover will need to be 12' on center. g. Perennial color will need to be 12" on center; consider if there will be enough sun for these species of perennials at this location. The specific species locating will be clarified with the development application. Final approval will include this as a condition. Agreed Signs 1. Where will the freestanding sign Vibe re- located? It appears to be in the vision triangle. A separate permit will be required to relocate, replace, or redo this sign. Consider moving this sign to the corner of Military Rd and S. 148 th Moving sign to corner will be considered. 2. Freestanding sign must be setback from property lines a distance equal to its height. It appears to be located on the property line (sheet A 1.1). The existing sign is about 3' tall; agreed, needs to be 3' from property. 2. Will the freestanding sign be lit? Provide a lighting plan for the sign. a. Yes it will be lit with relocated ground lights as stated on E -1.0. Lighting plan will be provided with permit & sign app after final design is complete Page & Beard Architects, PS Page 6 of 7 * • VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.4.7 COT Comment (rev) RESPONSE Comments from the Fire Department 1. Buildings will require fire alarm installation. Jurisdictional Coordination 1. Provide comments from the City of SeaTac regarding allowing or disallowing of an additional access road and frontage improvements onto Military Road. Sincerely, Brandt McCorkle, Architect Page and Beard Architects, PS Page & Beard Architects, PS Page 7 of 7 To: From: Date: • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM Brandt McCorkle Stacy MacGregor, Planner' April3, 2008 RE: L08 -004 Valley View Sewer District Design Review Please find below a list issues compiled by Community Development, Public Works, Fire, and Building Department staff regarding the Valley View project. We can either meet or talk by phone to review these comments and discuss how you will address them in your next set of plan revisions. In the meantime, please don't hesitate to call me at 206.431.3670 if you have any questions. Background Information Setbacks: Front: 20 feet, Second front and Sides: 10 ft Landscaping: Fronts: 10 ft, Sides: 5 ft Parking: Office: 3/1000 sf; Warehousing: 1/2000 sf Interior Landscaping: 15 sf/stall and 10 sf /screened stall RC Zone, corner lot with 2 fronts and 2 sides for setback/landscaping requirements. West side of lot fronts Military Rd which is in the City of SeaTac. The north side fronts S 148th St. The site is within the TIB Corridor and subject to the TIB Design Manual. Military Road and property to the west are within the City of SeaTac. The adjacent SeaTac properties are residential with Urban High Density (residential) zoning. Site Design: 1. TIB design guidelines call for buildings adjacent to sidewalks and not separated by parking lots. To meet the TIB design guidelines, locate the garage building with its "back" to S 148th St. This would eliminate a stretch of fencing and provide some additional visual interest to the streetscape. It would also increase safety to the yard area by allowing visual access from the existing office to the yard. Currently, the garage configuration blocks views to the yard from the office building. 2. Fencing: a. When this project went through a pre - application meeting, Lee Beard of Page and Beard proposed "residential style" fencing. An eight -foot tall chain link fenced topped with 2 feet of razor wire is not "residential style ". Also, any fence over 6' tall is subject to building setbacks. (20" front, 10' on second front and sides). The City does not feel that the fencing on your application meets the intent of the TIB design guidelines. The other SM Page 1 of 4 H: \Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc 04/03/2008 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Valley View site has an identical use and only has a five foot chain link fence without slats or razor wire. This style is much more acceptable and is keeping with the fence types of the surrounding area. A transparent fence will also allow surveillance from the street and decrease the opportunity for unwanted activity to occur unobserved. A residential style fence or 5'tall black vinyl coated chain link fence are acceptable to the City. b. For whatever fencing is approved, show all the fencing on sheet A -0.0. Fencing along the east and south sides is missing. Show the fence in its entirety, including its full height. c. Ensure that the fence located at the corner of Military Rd and S. 148t St does not interfere with a sight vision triangle. 3. Provide for recycling and trash collection according to TMC 18.52.080 -090. 4. An 8' sidewalk is required along S. 148th Street according to the TIB design manual, pg. 8. 5. Bike racks appear to be located within the perimeter fence and as such are not accessible to the public arriving on the site. Provide additional bike racks for public use outside the fenced yard. 6. Activate the corner of Military and 148th through landscaping (at least 200 sf), relocation of the monument sign, or an architectural feature such as a trellis. (TIB design manual, pg 12). Parking and Site Circulation 1. The old lot configuration had 25 parking stalls in the service area and 7 stalls at the office. The new layout shows 14 stalls at the office and the new garage bay of 7 stalls. Show parking, striping, and circulation for the service area. 2. Clarify the site circulation and ingress /egress points. If additional access is provide along Military Road S., provide documentation from the City of SeaTac allowing or denying this. 3. Bring the gate/keypad on S 148th inward so vehicles entering from S 148th won't encroach over the sidewalk or into the street when keying -in. 4. Will the fire "no parking" lane be stripped over its entirety? 5. Wheel stops are required on the northern stalls of the office parking lot to prevent vehicles from protruding into the walkway. 6. Are on -site internal circulation signs needed (one way, exit, directional arrows, etc)? If they are, show them on the plans. 7. Increase the width of the pedestrian path from the parking lot/street to the office building to 6'. Lighting 1. What about lighting on the sidewalk and the rest of the yard that is not illuminated? Provide lighting to the entire yard and lighting to the adjacent sidewalk. Lighting is important for safety and surveillance. Provide a lighting plan demonstrating uniform 3 -5' candles across the lot's surface. Building Design SM Page 2 of 4 04/03/2008 H: \Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc • • 1. Provide a detail of the proposed gates. 2. Verify if and how the cisterns will be used. 3. The fence and landscaping serves as screening. All screening must by at least 60% of the height of the objects to be screened. Ensure that this screening will reach the required height. 4. Add mullions to the windows in the rear of the building. Landscaping Design Standards: Interior parking lot landscaping is required. 15 sf /stall, 10 sf/stall if screened by buildings Perimeter landscaping at 10 sf on fronts, 5 sf on each side. 1. The service yard lot requires landscaping for each stall. See TMC 18.52.035 (3 & 4). Show stripping and landscaping in the service yard. 2. Provide the area of all landscaping areas. 3. Design and maintain bioswale according to the 1998 KC Surface Water Design Manual. 4. All landscaped areas must be irrigated. General Construction Notes on sheet L -1 state that hand watering will occur to establish plants. Provide irrigation plan with development permit. 5. Landscape plan shows a wood fence along the south side. Confirm this. 6. The landscape plan is conceptual only. a. Final landscape plan will require the variety of plants shown on sheet L -1. b. An irrigation plan will be required. c. Western Red Cedar and Shore Pine are not appropriate south of the building. d. Flowering Pear is over used in Tukwila. Consider another species such as Crape Myrtle instead. e. Evergreen shrubs will need to be 2' on center. f. Ground Cover will need to be 12' on center. g. Perennial color will need to be 12" on center; consider if there will be enough sun for these species of perennials at this location. The specific species locating will be clarified with the development application. Final approval will include this as a condition. Signs 1. Where will the freestanding sign to be re- located? It appears to be in the vision triangle. A separate permit will be required to relocate, replace, or redo this sign. Consider moving this sign to the corner of Military Rd and S. 148th 2. Freestanding sign must be setback from property lines a distance equal to its height. It appears to be located on the property line (sheet A 1.1). 3. Will the freestanding sign be lit? Provide a lighting plan for the sign. Comments from the Fire Department 1. Buildings will require fire alarm installation. SM Page 3 of 4 04/03/2008 H: \Stacy's Current Planning \L08 -004 & 5 Valley View \Commentsl.doc • • Jurisdictional Coordination 1. Provide comments from the City of SeaTac regarding allowing or disallowing of an additional access road and frontage improvements onto Military Road. SM Page 4 of 4 04/03/2008 H:\Stacy's Current Planning \L08 -004 & 5 Valley View \Comments) .doc Valley View Sewer DisLrlc• t Minor remodel and New Garage Project Design Review Application: L08 -004 March 19, 2008 Stacy MacGregor, Planner City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • RECEIVED MAR 2 6 20081 EELO DV NPMENT IAtE & O1tRO RE: L08 -004, Request for letter justifying District use in RC Zone Dear Ms. MacGregor, Per your request, and requirement #2 "Other", checked on our Planning Division Pre - Application Checklist dated 5/17/07, the following outlines the reasons we believe the Valley View Sewer District is a "permitted use" in the RC zone. A. PRECEDENT 1. The Sewer District, jointly with Water District # 125, has recently completed their new Administration Project one half block east of the current application site. This project is also in the RC zone. 2. That project use is identical to the current application and was allowed as a "permitted use" per TMC 18.24.020, rather than an "unclassified use" per TMC 18.24.050. 3. This application and the previous project both contain "governmental office use" with associated outdoor material storage of materials and associated vehicle parking and storage garage. 4. Please reference the letter dated October 6, 2000 from Steve Lancaster, Director DCD to Russ Austin of Water District # 125. This letter (attached) outlines the City's opinion of that project's permitted use, and I assume is valid as our justification of the current application being allowed in the RC Zone. B. TMC 18.24.020 and 18.24.030 1. As stated in the aforementioned DCD letter, the "uses" described in A,3 above are allowed under subsections 33 and 45 of Section 18.24.020, and subsection 3 (I believe Mr Landcaster meant # 5) of Section 18.24.030 of the TMC. a. 18.24.020, # 33, c : Govemment office other than fire and police stations. b. 18.24.020, # 45 : Self - storage facilities. The new vehide storage garage is considered the same use. c. 18.24.030, # 5 : "associated parking." 2.1 believe the following sections also justify this use in the RC zone: a. 18.24.020, # 29 "..repairing electronic, mechanical equipment... ". The District repairs valves etc in their current shop building. b. 18.24.020, # 46 "Storage (outdoor) of materials.. ". The outdoor storage of materials by the District includes material for maintenance and repair of the sewer infrastructure and is by far less of a visual impact and less intensive than storage allowed for manufacturing processes. Sincerely, randt McCbrkle, Project Architect Page & Beard Architects, PS www.pageandbeard.com T:425.827.7850 F:425.827.7014 910 Market Street, Kirkland, WA 98033 Page 1 of 2 Valle y View Sewer District Minor remodel and New Garage Project Design Review Application: L08 -004 08: 0.74,1 ru 1L? :CDJPW 6pywv. Ida 7Se`ir firth Rani Scut. KL Muni W. 3 ,. 4Zi$ 72J e•r421127:his son ;deo October 6, 2000 Ping sarsethrg RECEIV0 MAR 2 61006` .o "pew T Steve' M. ? nitet, Maya pawl tymbede �.•��.� begizea• mmunity Development Steve is arasre, Dtrecto Nuopusers scon Mr- Russ Ausan Water Di.=tti;t No :25 P.O. Eoz 6E147 Riverton Heigh s branch Seattle, WA X8168 Suoject: New location for Water Dundee :25 Dear Mr. Austie. This is in response to your letter to John McFarland dated October 3, 2000 The water &wit ...s intended use c f property located at 3454 and 3460 South 148th (tax perce_s 4 004C00 0853 and 4 304000 C644), as deszribei, by your October 3 letter, is pitted under ?ukwila's Zoning code. The ss:bject property is located within the RC Regional Cot me cia: zonir.g district. We consider the proposed use to be a government office use with asscciatrd outdoor storage of t iataiais and aasoctated vehicle and equipment puking. These uses are specifically allowed under subsec' ors 3; and 45 of section 1824020; and st bscctina 3 of sect ors 18 2a 030 o: the Tukwila Mtmi:.ipl Code urpy. enclosed). P;esse he aware that the - -r are several specific requirements of the Municipal Code wit} which this or any other pettrutted use =St comply For exenrole outeocr storage must be screened and 16ndsceped; fugue consa-iat,oe of a new headquarters but:d ng:nay be subject to desigr. review. use ar.d storage of hazardous ;na.erials, including fuel storage, are subject to specs. requ.cemer.ta. 1 wort i mot eXpect any of these requirements :o c -ate a serious impediment as your proposed use and development of the site. AS your Clans start ?irg shape, we would be happy to meet with you to &st: -sa aL' app.icable city requirements. L would suggest you schedu1e a pc- application conference througt. -3ur Permit Center 006-43i 36141 at whatever pcir.t n; olg planning you feel it would be a.seful. ?lease coo:eel the ac the same number is you would like further information or clarincad n. 1 lock forward to +xerldng with you. Sincerely, $teve Lencwter, Dire:rcr Cepertnneot .f Conmurity Development Cc: John McFarland, City Administrator Jac\ . Pace. ?tanning ldar ages Brenda Holt, Permit Coordinator 3300 56Jthcelm• Doulevird, Suite WO • Ttthrr :la, efasn.ngtor. vera9 • Pho.e: 206.43) -3670 • Fax: 200- 43!•30 ® www.pageandbeard.com T:425.827.7850 F:425.827.7014 910 Market Street, Kirkland, WA 98033 Page 2 of 2 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I • 4 e / ' ,e (,/�� /J HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Project Name: - Board of Appeals Agenda Pkt i Notice of Action Planning Commission Agenda Pkt 00 / Official Notice Short Subdivision Agenda �\ Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 — , All Other Was mailed to ach of the addresses listed on this day of in the year 20 Project Name: - I"2 i ‘;',/ All//<4.7_,e Project Number: L.� 00 / Mailer's Signature: a-Z- , Person requesting mailing: l' — , All ` /.01, %� • • BOSTEDER,DARWIN & VIVIAN C WOLDE,ELIAS YIRGA MACK,NORMA L & EHRMAN J 11051 24TH PL SW 11400 MILITARY RD S 115 COUNTRY LAKE DR SEATTLEWA98146 SEATTLEWA98168 LEXINGTONSC29072 RAMOS,MARIA DE LA TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 12811 12TH AVE S 14625 MILITARY RD S 14626 MILITARY RD S BURIENWA98168 SEATACWA98168 TUKWILAWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER MARSHALL,BRENDA J 14628 MILITARY RD S 14633 MILITARY RD S 14636 MILITARY RD S TUKWILAWA98168 SEATACWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER IM,THYDA MASTANDREA,DARIO 14641 MILITARY RD S 14651 MILITARY RD S 14654 MILITARY RD S SEATACWA98168 TUKWILAWA98168 TUKWILAWA98168 -4258 ZIMMERMAN,JANET E TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14802 32ND PL S 1 14803 32ND PL S 14803 32ND PL S 14 SEATTLEWA98168 SEATACWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14803 32ND PL S 15 14803 32ND PL S 25 14803 32ND PL S 26 SEATTLEWA98168 SEATTLEWA98168 SEATTLEWA98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14803 32ND PL S 3 14803 32ND PL S 35 14803 32ND PL S 8 SEATTLEWA98168 SEATTLEWA98168 SEATTLEWA98168 WARTINGER,ROBERT L JR BACKMAN,JUDITH A TUKWILA COMMUNITY MEMBER 14804 32ND PL S 2 14805 32ND PL S 27 14806 MILITARY RD S SEATTLEWA98168 SEATTLEWA98168 TUKWILAWA98168 BREWER,TERRI L DILES,JENNIFER R AUDETTE,DANIEL R 14807 32ND PL S 28 14808 32ND PL S 4 14811 32ND PL S 29 SEATTLEWA98168 SEATACWA98168 SEATACWA98168 DONG,HA KIM THI FEARS,SHEILA Y GREEN,TYSONIA 14812 32ND PL S 5 14813 32ND PL S 31 14814 32ND PL S 6 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 D11'AOLO,VINCENT & CLARA 14815 32ND PL S 32 SEATTLEWA98168 JOHNSON,DEBORAH A VAL VUE SEWER DISTRICT 14816 32ND PL S 7 14816 MILITARY RD S SEATTLEWA98168 TUKWILAWA98168 AGUILAR,ALMA I PERRY,RUTH TUKWILA COMMUNITY MEMBER 14817 32ND PL S 30 14821 32ND PL S 33 14821 MILITARY RD S SEATTLEWA98168 SEATTLEWA98168 SEATACWA98168 KARURI,FRANCIS ROE,KEVIN T AVDIC,AMELA 14822 32ND PL S 9 14823 32ND PL S 34 14824 32ND PL S 10 SEATACWA98168 SEATACWA98168 SEATTLEWA98168 SPARKS,JULIE A GUBAYE,SHAWAYA T VOIT,WAYNE P 14826 32ND PL S 11 14827 32ND PL S 36 14828 32ND PL S 12 SEATTLEWA98168 SEATTLEWA98168 SEATACWA98168 TUKWILA COMMUNITY MEMBER El Matador Apartments TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 14828 MILITARY RD S #222 14828 MILITARY RD S 101 TUKWILAWA98168 TUKWILAWA98168 -4266 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 102 1482& MILITARY RD S 103 14828 MILITARY RD S 104 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 105 14828 MILITARY RD S 106 14828 MILITARY RD S 107 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 108 14828 MILITARY RD S 109 14828 MILITARY RD S 110 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILAWA98168 -4263 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 111 14828 MILITARY RD S 112 14828 MILITARY RD S 113 TUKWILAWA98168 -4263 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 114 14828 MILITARY RD S 115 14828 MILITARY RD S 116 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 • • TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 117 14828 MILITARY RD S 118 14828 MILITARY RD S 119 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 120 14828 MILITARY RD S 121 14828 MILITARY RD S 122 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILAWA98168 -4264 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 201 14828 MILITARY RD S 202 14828 MILITARY RD S 203 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 204 14828 MILITARY RD S 205 14828 MILITARY RD S 206 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168-4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 207 14828 MILITARY RD S 208 14828 MILITARY RD S 209 TUKWILAWA98168 -4265 TUKWILAWA98168.4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 210 14828 MILITARY RD S 211 14828 MILITARY RD S 212 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILAWA98168 -4265 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 213 14828 MILITARY RD S 214 14828 MILITARY RD S 215 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 216 14828 MILITARY RD S 217 14828 MILITARY RD S 218 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14828 MILITARY RD S 219 14828 MILITARY RD S 220 14828 MILITARY RD S 221 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILAWA98168 -4266 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Medina Restaurant 14828 MILITARY RD S 222 14831 MILITARY RD S 14835 TUKWILA INTL BLVD TUKWILAWA98168 -4266 SEATACWA98168 TUKWILAWA98168 -4328 • • VIAFORE,ROBERT L & CARMELL L OCM ESCROW ADMINISTRATION THOMPSON,LAMARR V 1647 SW 165TH ST 1717 MAIN ST 8TH 17521 MILITARY RD S BURIENWA98166 DALLASTX75201 SEATACWA98188 BOGGIO,GENE B & KIMBERLY H GILL,SWARN SINGH GUZMAN,IRIS & ROSA 18225 141ST AVE SE 21421 94TH PL S 2426 137TH AVE SE RENTONWA98058 KENTWA98031 BELLEVUEWA98005 SIKOV & SEABREEZE LLC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 2625 NW ESPLANADE 3218 S 148TH ST 3224 S 148TH ST SEATTLEWA98117 SEATACWA98168 SEATACWA98168 INTERNATIONAL INSPECTION TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 3229 S 148TH ST 3232 S 150TH ST 3238 S 150TH ST SEATACWA98168 SEATACWA98188 SEATACWA98188 TUKWILA COMMUNITY MEMBER BORLAND,GREG TUKWILA COMMUNITY MEMBER 3251 S 148TH ST 33106 135TH PL SE 3400 S 148TH ST SEATTLEWA98168 AUBURNWA98092 TUKWILAWA98168 BLUE,GLENN C RUPERTDANIEL,W & DEBRA L TUKWILA COMMUNITY MEMBER 3400 S 150TH ST 3416 S 148TH ST 3429 S 148TH ST SEATTLEWA98188 SEATTLEWA98168 TUKWILAWA98168 MISNER,DONALD P SGI -USA Seattle Culture Ctr. SOKA GAKKAI INTL USA (SGI) 3435 S 191ST ST 3438 S 148TH ST 3438 S 148TH ST SEATACWA98188 TUKWILAWA98168 -4319 TUKWILAWA98168 -4319 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 3454 S 148TH ST 3455 S 148TH ST 3460 S 148TH ST TUKWILAWA98168 TUKWILAWA98168 TUKWILAWA98168 JEWETT,MATTHEW CEDERLIND,JIM LUI,LUEY MING 7563 CALIFORNIA AVE SW 8040 23RD AVE NW 8216 S 120TH ST SEATTLEWA98136 SEATTLEWA98117 SEATTLEWA98178 DELTA CONSTR & INVESTMT KING COUNTY WATER DIST 125 CHURCH BY SIDE OF THE ROAD PO BOX 5278 PO BOX 68147 PO BOX 68545 KENTWA98064 SEATTLEWA98168 SEATTLEWA98168 • • • TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Sea -Tac North Travelodge 14837 MILITARY RD S 14839 MILITARY RD S 14845 TUKWILA INTL BLVD SEATACWA98168 SEATACWA98168 TUKWILAWA98168 -4328 DOND & KUO INC Cliina Pavilion Restaurant Stop By Comer 14855 S PACIFIC HWY 14855 TUKWILA INTL BLVD 14857 TUKWILA INTL BLVD TUKWILAWA98168 TUKWILAWA981684328 TUKWILAWA98168 -4328 FELICITAS,ESTHER D VALERA,LUISA ELENA LOUANGRATH,VONGXAY 14901 32ND PL S 37 14902 32ND PL S 13 14903 32ND PL S 38 SEATACWA98168 SEATACWA98168 SEATACWA98168 AYELE,MESFIN MAMO MASON,KELLY L BRAVO,VERONICA 14905 32ND PL S 39 14907 32ND PL S 40 14908 32ND PL S 16 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 MORALES,DENA L FOX,IRVING J BOYD,PEGGY A 14911 32ND PL S 41 14912 32ND PL S 17 14913 32ND PL S 43 SEATACWA98168 SEATTLEWA98168 SEATTLEWA98168 NGUYEN,KHOA T PHUNG,PHUC BUSHIEJAN 14914 32ND PL S 18 14915 32ND PL S 44 14916 32ND PL S 19 SEATACWA98168 SEATTLEWA98168 SEATTLEWA98168 ADJEMOVIC,ALMIR & DAWN L YIFRU,KEFYALEW K ARARANKOVIC,AMELA BABIC. 14917 32ND PL S 42 14918 32ND PL S 20 14921 32ND PL S 45 SEATACWA98168 SEATACWA98168 SEATACWA98168 STEELE,JUDITH A PAJIC,DRAGO GONZALEZ,VICTORINO D 14922 32ND PL S 21 14923 32ND PL S 46 14924 32ND PL S 22 SEATACWA98168 SEATACWA98168 SEATACWA98168 RIVERA,RICARDO ZAFFT,SARAH CHIEN,KEVIN C & KAREN M 14924 32ND PL S 47 14926 32ND PL S 23 14927 32ND PL S 48 SEATACWA98168 SEATTLEWA98168 SEATACWA98168 BARRERA,ALICIA C FISHER,YVONNE LI,LISA 14928 32ND PL S 24 15044 MACADAM RD S K 15905 SE 43RD ST SEATACWA98168 TUKWILAWA98188 BELLEVUEWA98006 JOYA,JORGE PO BOX 69315 SEATTLEWA98168 LEE,TYREE PO BOX 78036 SEATTLE WA98178 9 (Ehv2 0 Q2cal, Kt2xwpo 93(333 prtk iJ %Zr MLcL VAL VUE SEWER DIST PO BOX 69550 SEATTLEWA98168 CITY OF SEATAC 4800 SO. 188TH ST. SEATAC, WA 98188 -8605 SIKOV,PETE & HELEN PO BOX 73669 PUYALLUPWA98373 CITY OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION Project Name: Public Hearing Design Review for the Valley View Sewer District: Minor Remodel and New Garage Project Brandt McCorkle, Architect of Page and Beard Architects, has filed applications for development of a new 2150 sf enclosed parking garage with an attached 700 sf covered carport along with minor remodeling to the existing office building. The two vacant lots at the northwest corner of the site are to be consolidated into the existing facility; a new 8' screened fence and landscape buffers will be installed. The project is located at 14816 Military Road S, at the corner of Military Road S and S 148th Street. Permits applied for include: L08 -004, Public Hearing Design Review and L08 -00, Lot Consolidation FILES AVAILABLE FOR. PUBLIC REVIEW The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. - OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., March 14, 2008. Opportunity for additional oral and written public comments will be provided at a public hearing before the Board of Architectural Review. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. A decision related to Design Review is made by the Board of Architectural Review and may be appealed to the Tukwila City Council. The Department will provide you with information or appeals if you are interested. For further information on this proposal, contact Stacy MacGregor at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 4:30 p.m. Application Filed: 2/07/08 Notice of Completeness Issued: 02/22/08 Notice of Application Issued: 2/29/08 (NEW BLDG B: 1 • ON6gea Partloy 4q Daa nelorla TUC 16.66060 6 C D 1 F —. _ arse 118.0 pet _ SECOND-BUILDING A TNa. UNN% ?. . T� - M 10 a /2 m m a a A ay s as R RA a R R R ■ a a Tir 57 /a a a ■ a ■ a ■ U 5 aS 174 1115 a m 135 13 a ■ m m 'r a 13.7 aA NA 421 a a 54 a- 16 a _ ,_ Y" S al tam— t3 21 51 iii_._.__..._ as '17 fu 3s a ■ - ....., 11 a 52 az 10 104 R _.Y, as. Us A US �v u is 10 a• a A "x x ■ a a a 05 a e• as 5 4 sr, a- a a x a U a - ..e meal...sal tsatr4we4rq .anraseatrasacmrlMaq.d to 08780 f e mmtl sPaa L WSW UJ a6pE I MAMA Al as, 6!N J Pera6d Pa king STALL LAYOUTS PERSPECTIVE VIEW LOOKING NE O SCALE 1:025 ti S. 1 48TH STREET 148TH FRONTAGE IMPROVEMENTS. SEE MIL PLANS 25.00' MATE ' 3 .9 -.P Or 172.60' - 348 L.P BUFFER _ w EXIST CONTOUR LINE, TYP. SEE CIVIL FOR GRADING NEW CONTOUR LNE, TYP. SEE OWL FOR GRADING NEW MOTOR OPERATED CANTILEVERED ROLLNG GATE (EGRESS ONLY) TREES @ 3V 0.C. @ TYPE I BUFFER. SEE LANDSCAPE PLANS 8' TALL CHAINLNK SECURITY FENCE W/ BARBWIRE ARMS & WORE, TYP. TRASH ENCLOSURE RAINWATER CISTERN (4) 4" CONC WALKWAY W/ LIGHT BROOM FINISH, TYP. ASSUMED PL BTWN BLOGA68 RELOCATED MONUMENT SIGN RELOCATED FLAGPOLE • TO REMAIN _ • -- EXIST CONC "ECOLOGY" • BLOCKS TO REMAIN • EXIST LP STORAGE TANK TO REMAIN - EXIST 8" DIA BOLLARDS 14..0' a,.._._....... _rsk.,..: BUILDING B - NEW VEHICLE • STORAGE BUILDING �� A • ?R�'If�► gliE;56ili awl (7) ALLS ASPHALT S A: WO 80 PLANTIN `' • 88 SF EXIST PORTABLE SHED TO REMAIN NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (WIRELESS REMOTE & PEDESTAL MNTO KEYPAD CONTROLS) 20' WIDE "NO PARKING -FIRE LANE" PAINTED ON ASPHALT AS REQ'D 8Y 'TUKWILA FIRE DEPT. . 10' X 30' LOADING BERTH STRIPING AREA OF POSSIBLE FUTURE ADDITIONS TO BE KEPT CLEAR OF ALL NEW U.G UTBJTIES, ETC. EXIST SHOP NO WORK 5371 Sr 107 07411.44 ns I�u:ressl�ll��_ Q: 1 .__..' PLANTING— _-_ — 418 SF TREES @ 20' O.C. @ TYPE a BUFFER: SEE LANDSCAPE PLANS \ I ' —NEW CONC WALKWAY I\ EXTENSION. EXIST CONC WALKWAYS TO REMAIN 8' TALI. CHAINLWK SECURITY FENCE W/ 8ARBWIRE ARMS & WIRE, TYp, DEMO EXIST DRIVE & REPLACE WITH LANDSCAPING & NEW CONC PATIO @ TIPS AREA - SEE LANDSCAPE OWGS • 81.52' • 62.53' ADJACENT ZONE: RC 57 74' 49.17' 3.22' EXIST 60Kw GENSET 6 COVERED ENCLOSURE. NEW HVAC UNITS . EXIST STOREFRONT STAIR ENCLOSURE TO REMAIN. 1-HR FIRE RATING OF WALLS WITHIN 5' OF PL TO BE VERIFIED IF/WHEN GARAGE ADDITION PERMIT APPLICATION SUBMITTED. EXIST WALL PANTO LIGHT FIXTURES ON BLOCS A & C 70 BE REPLACED W/ NEW SHIELDED HO FIGURES. SEE ELECTRICAL PLANS. IRSCE!VED FEB 0 7 2000 COMMUNITY DEV LQ.P?t1tE T RITF PI AM m PROJECT INFORMATION PROJECT ADDRESS: 14816 Ml5tary Road So. Tukwila, Washington, 98168 TAX PARCEL NO.: 004100.0083; 0088; 0089 LEGAL DESCRIPTION: 4 2 ADAMS ONE TITS 1ST ADD LOT 4 LESS NO 136.90 FT OF WLY 100 FT N WIDTH LESS E 60FT LESS POR WITHIN S 148TH CITY OF TUKWIA AUTHORITY HAVING JURISDICTION (kW: OTHER PERMR5: PRE - APPLICATION R: NIJP /ACUP 8: PRE -07 -021 OWNER VALLEY VIEW SEWER (206) 242-3236 p5TR10T ARCHITER: PAGE 6 BEARD (425) 827 -7850 ARCHITECTS: STRUCTURAL DIBBLE 685547755. INC (4251 828 -4200 ENGINEER: MIL ENGINEER: PACE ENGINEERS (425) 827 -2014 SURVEYOR: PACE ENGINEERS (425) 827-2014 ELECTRICAL ENGINEER AWA ELECTRICAL (425) 775.1799 CONSULTANTS, NC MEC01gNICAL Fsi CONSULTING (206) 622.3321 ENGINEER: ENGINEE95 LAUCHLN BEMUNE (425) 432 -9877 LANDSCAPE CFI, OF TUKWM (206) 575-4404 K.C. W0 IS 125 (206) 242 -9587 VALLEY VIEW SD (206) 242 -3236 LANDSCAPE ARCHITECT: FIRE DISTRICT: WATER DISTRICT: SEWER DISTRICT: BUILDING INFORMATION CONSTRUCTION TYPE: EXIST BUILDING A BUILDING 8 EXIST BUILDING C V -8 V-8 V -8 SPRINKLER SYSTEM: NO NO NO FIRE ALARM: YES YES YES STANDPWE: NO NO NO OCCUPANCY GROUPS: 8. 5.2 U 8, S-2 USE: Public Utility Operations & Yard (18.24.020,33,c; 46) BUILDING CODES 2006 SRC, 2006 WAC 51 -50, 51 -11, 57 -13 ENERGY CODE & 2006 WASHINGTON STATE NON- REISENTIAL ENERGY CODE COMPUANCE OPTIONS: (REFER TO ENERGY NOTES ON THIS SHEET) PROPOSED BU4DING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND-BUILDING A 2690 0 2690 SECOND-BUILDING A 1340 0 1340 4030 0 4030 GROUND- BUILDING 8 SECOND- BIALOWG 2850 TOTAL BUILDING 8 0 2850 2850 2850 GROUND-BUILDING C SECOND - BUILDING C TOTAL BULGING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE 23521 2352 OI0 2352 0 (ALLOWABLE BLDG SZE -NEW BLDG B: PER IBC TABLE 503 0 306 2352 306 8198 GROUP U: 5.500 SF (TABLE 503) 3,000 SF (IOC 406.1.2) USE 406.1.2 OCCUPANCY TYPE I FACTOR (1 / X SF) 1AREA (SF) EX. BLDG. A: GARAGE 200 OFFICE 100 TOTAL OCCUPANCY: GARAGE 200 TOTAL OCCUPANCY: 1160 2870 2850 l000UPANCY LOAD 1 5.8 28.7 35 14.25 PROJECT ADSITE & ZONING INFORMATION 14 Tukwila, Washington, 98168 TAX PARCEL NO- 004100.0083; 0088; 0089 LEGAL DESCRIPTION: 4 2 ADAMS ONE TITS 1ST ADD LOT 4 LESS ICY 136.90 FT OF WLY 100 FT IN WIDTH LESS E 60FT LESS POR WITHIN 3 148TH AWNS: RC- Regional Commercial LOT SIZE AND COVERAGE: LOT AREA ALLOWABLE LOT COVERAGE: N/A NON -PGS (ROOF AREA): PG15 (ROOF AREA): PGIS (DRIVEWAY, PARKING): NON-POS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL PODS USE CLASSIFICATION: Public Utility Operations & Yard BUILDING SETBACKS Tukwea Municipal Code 18.24.080 Front 20 feet Secand front: 10 feet Side: 10 feet No yard Is within 50' of Real 10 feet No yard is within 50' of )11RLDNG HEIGHT; Tukwia Municipal Code 18.24.080 Max. Nowab1. height 3 stones or 35 feet Additional height N/A REVD LANDSCAPING: Tukwila Municipal Code 18.24.080 Fan: 10 feet Type I Second front: 10 feet: Type I Side: 5 Feet: Type N No yard is within 50' of Rear Mtn No yard 72 within 50' of Parking Lot: Per Design Review reg'rnmts PARKING STALL SUES: Tukwila Muriopal Code Figure 18-6 Large: 9' & 9.5' X 19 24' 2-way aisle @ 90' Steam: 8.5' a 19' 20' 2-way aisle @ 90' Compact 8' a 16' 25' 2-way sale @ 90' Loading berth (TMC 10' x 30' 18.56.060): PARKING REWIRED. Tukwila Municipal Code 18.24.080 6 Figure 18 -7 Office 0281 3/1000 SF 4030 Wareho0sing: 1/2000 SF 5202 Total Paring recta Pondng Provided: Loafing berths) raid: 1 latfng berth ekyie PaMng req'0: 1 / 50 stalls; 2 nun 48,884 LDR, MDR, UDR L09, MDR, 1108 LDR. MDR. NOR LDR, 409, HOR 3096 max .000. 100.000 SF 6198 2504 31940 1124 41766 34444 12.09 2.60 15 14 2 1 MU ARCHIT ECT 'll. S P S. KIRKLAND, WA 90033 TEL: 425.627.7850 FAX: 425.827.7014 R600PAREANp6EARD.CON NOD LD tg 00 0 0 0) LO = Se co I— DESIGN REVIEW SET JOB NO: 07.15 DATE 2/7/08 REVISIONS: easao. raaaansAwasrm emu 5.58 5,40wo111 Avo.tat ouzo... wan 1 46 mom.11 s '�na°we °Tn mnen e..a i 10.1.u.nni n 5329 ``REGISTERED RCHITECT • Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION February 22, 2008 Brandt McCorkle, Architect Page and Beard Architects 910 Market Street Kirkland, WA 98033 Subject: Valley View Sewer District Design Review L07 -079 Dear Mr. McCorkle: Your application for a Public Hearing Design Review is considered complete on February 22, 2008 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. As the next step, the City will coordinate the required public notice for your project. I spoke with Julie at FastSigns today and she is already preparing your sign. The posting and notice of land use application will occur by March 7, 2008 and continue until the date of your public hearing. Upon posting, the comment period will start and will continue for fourteen days. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -7166. Sincerely, Stacy M egor Planner SM Page 1 H:\Stacy's Current Planning\L08 -004 & 5 Valley View\L08 -004 NOC.DOC 02/22/2008 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 CITY OF TUKWILA PUBLIC Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 9818ERECE "�`"'� Telephone: (206) 431 -3670 FAX (206) 431 -3 F �` �` DESIGN E- mail.: tukplan@citukwila.wa.us FEB 07 2008 HEARING 0 IT c' 'NT.W APPLICATION REVIEW NAME OF PROJECT/DEVELOPMENT: VA LLV'( \//EI1 t I W c� 1"11 rh o 1? X1-'10 D E(_ fJ S1N C7 4lZd -h E -aJF�T LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1�E'S 1 i-111-1-174-4-1 T-404.0 So . LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 00041 00-002,-s, bo80, odf:v=1 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: S'2 -11-r -t 1''1 c-Goo lLc -E , 44Lc44-,fir' 4 & p-0 i'IT -c Address: 6116 1'ibr2K -ET 5p1 1`111- KL4r -t9, WA- Rtoss Phone: 4-2S- $2,7 -'780 0 :1 1% FAX: 4w -4g27 -70 114 E -mail: V■14.c.,,, -kie frac. . cis let Signature: i/1/i (ar4cL.. Date: 2/67708 P: \Planning Forms \ Applications \BARApp- 6- 06.doc December 4, 2006 FOR STAFF USE ONLY Permits Plus Type P -DR Planner: File Number: Application Comp (Date: � ' - Project File Number: Application Incomplete (Date: ) Other File Numbers: wvos NAME OF PROJECT/DEVELOPMENT: VA LLV'( \//EI1 t I W c� 1"11 rh o 1? X1-'10 D E(_ fJ S1N C7 4lZd -h E -aJF�T LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1�E'S 1 i-111-1-174-4-1 T-404.0 So . LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 00041 00-002,-s, bo80, odf:v=1 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: S'2 -11-r -t 1''1 c-Goo lLc -E , 44Lc44-,fir' 4 & p-0 i'IT -c Address: 6116 1'ibr2K -ET 5p1 1`111- KL4r -t9, WA- Rtoss Phone: 4-2S- $2,7 -'780 0 :1 1% FAX: 4w -4g27 -70 114 E -mail: V■14.c.,,, -kie frac. . cis let Signature: i/1/i (ar4cL.. Date: 2/67708 P: \Planning Forms \ Applications \BARApp- 6- 06.doc December 4, 2006 The Board's approval will expire AIL construction begins within three years oard action. Modifications to the approved design at the time of building permit may require additional review of the project. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). 7k2 k.fx . SAT . Check items submitted with application. Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: ■ 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). V 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17 ". 1/ 4. Application Fee 1j.6 5. 17CD 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). i4 /6, 6. SEPA Environmental Checklist if required (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 2 7. Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x i . public notice oar on site wit in 4 laYs of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. Payment of a $100 mailing label fee to the City of Tukwila or Provide two (2) sets o mai ing labels for al property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - e.g. apartments, condos, trailer parks- -must be included (see Public Notice Mailing Label Handout). 9. If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: 4e'POk 5.)t Pr 10. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). 11. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. V 12. A written discussion of project consistency with decision criteria, see application. This is your opportunity to highlight the design features of your project. `, t� 13. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at P: \Planning Forms \ Applications \ BARApp- 6-06.doc ■ , for tv 0 Check items submitted with application Information Requilk. . May be waived in unusual cases, upon approval of both Public Works and Planning www.ci .tukwila.wa.us /dcd /dcdplan.htm) for additional information. SURVEY: 'ik:›,C,C. V 14 (a) The survey must include a graphic scale and north arrow. It shall be drawn with black ink in record of survey format. This shall be stamped by the surveyor. 91\, Vright (b) An existing and proposed boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, easements, encumbrances and -of -way width. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. 1 (c) Existing and proposed building footprints. �j (d) Fire access lanes and turn - arounds per Fire Department standards. (e) Dash in required setback distances from all parcel lot lines. SITE PLAN: � " 15 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24 "x36 ". -- 1' (b) Existing and proposed building footprints. '- (c) Vicinity Map with site location, does not have to be to scale. — �f/" (d) Fire access lanes and turn- arounds per Fire Department standards. ✓ (e) Parking lots with dimensioned stalls and drive aisles. l' (f) Loading and service areas. le," (g) Fences, rockeries and retaining walls with called out colors, height and materials. c-■\-✓d t' (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. WA (j) In MDR and HDR zones provide a development coverage calculation (maximum 50 %). LANDSCAPE PLAN: t4v�vi- `, ��// 16 (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the pe, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". ��V (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: `.k, 17 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. CIVIL PLANS: k446,/ 18 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". P \ Planning Forms\ Applications\ BARApp -6-06. d oc December 4, 2006 .Check items submitted• with application OTHER: Information Reed. May be waived in unusual cases, upon approval of both Public Works and Planning (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.pdf for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www. ci. tukwila. wa. us /pubwks /pwpermit.htm #techinfo. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show planned access to buildings, driveways, fire access lanes and turn- arounds. 19. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. 20. Color and materials board accurately representing the proposed project. 21. A rendering or photo montage showing the project in context is recommended. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 22. Luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. 23. All existing and proposed signage with sign designs and locations. P: \Planning Forms \ Applications \BARApp- 6-06.doc December 4, 2006 VALLEY VIEW SEWR DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd Tukwila, WA 98188 RECEIVED CITY OF ` (D<W U% FEB 07 2008 RE: Written discussion of Project Consistency with decision criteria (Item 11 of Application Checklist) To City Staff: Following is a discussion of Valley View Sewer District's "MINOR REMODEL & NEW GARAGE PROJECT" design criteria compliance as required by TMC 18.60.30 and 18.60.050(A) for commercial developments; followed by criteria per 18.60.060(C) for projects falling in the Tukwila International Boulevard Corridor. Format will follow criteria as listed on the Application checklist. 18.60.050(A) 1) RELATIONSHIP OF STRUCTURE TO SITE a) The site has been planned to comply with all required Codes. This includes setbacks, landscape buffers, and pedestrian access. Please see A -1.0 Site Plan, and L -1 Landscape Plan. b) Parking and service areas have been located at the rear of the site to the extent possible, screened by the buildings, fencing and landscaping. Public parking is required to be located at the front of the building due to site restraints; but has been kept to a minimum size. c) The building height and scale are well below what is allowed in this zone. The new building is a single story structure that relates to the scale of the site. 2) RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA a) Harmony of texture, line and masses has been maintained. Please see A -3.0 and the color perspectives of the project. b) Appropriate landscaping has been designed at each required buffer along the street frontage and side yards. Please see L -1 Landscape Plan. c) The project is a public building and has been designed to be consistent with the existing office building and to enhance the neighborhood character to the extent feasible. d) Vehicular and pedestrian circulation has been designed for safety, efficiency and' -� convenience. An administrative variance will be obtained to allow for two driveway entrances to achieve this goal. Pedestrian walkways are provided to access all portions of the facility. e) On -site vehicle circulation is compatible with street circulation. All required frontage improvements are planned. Please see Civil Plans. 3) LANDSCAPE AND SITE TREATMENT a) Existing topographical patterns will be maintained. The site is relatively flat, which enhances the utility of the site. b) All grades of walks and parking comply with ADA codes and will promote safety and an inviting and stable environment. c) Landscaping is designed to act as buffers, screens and to provide shade. Page & Beard Architects, PS Page 1 of 5 VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter d) All landscaping is protected from injury with curbs, walkways and by providing clear pathways for pedestrian and vehicular traffic. e) Planting space is limited on this small site, so shrubs and trees have been planted in paved areas as required and to the extent possible. f) The areas of material storage, dumpsters /recycling, etc will be screened by a combination of solid walls, fences, and landscaping that will provide screening year round. g) Screening fences will be used wherever planting cannot accomplish the required screening. h) Site lighting is designed to minimize impacts to all adjoining properties by shielding The lighting will enhance the building, landscaping as well as safety and security. 4) BUILDING DESIGN a) The architectural style of the project is simple and subdued and takes cues from the adjacent existing buildings. The goal is high quality, low maintenance and longevity of materials. Materials used will be similar to adjacent existing buildings. b) The building is appropriately scaled and is in harmony with the permanent neighboring developments. c) All building components have good proportions and relationships to one another. Please see A -3.0 and renderings. d) Colors are harmonious with the existing structures. e) Mechanical equipment is ground mounted where possible and screened. f) All exterior lighting has been designed as part of the overall architectural concept. Please see Electrical Site Plan for layout. g) Effort has been expended to avoid monotonous design. Even though the design is symmetrical and efficient, a variety of forms, shapes and materials have been incorporated for variety and visual interest. 5) MISCELLLANEOUS STRUCTURES AND STREET FURNITURE a) A roof canopy is planned to create a connection between new and existing structures. No street furniture is planned due to the fact that this is a public utility "operations" facility and pedestrian traffic is not anticipated at this site. b) Lighting meets the guidelines applicable to the site and buildings. 6) CONSISTENCY WITH ADOPTED PLANS AND REGULATIONS (TMC 18.100.030) a) ALL COMMERCIAL AREAS i) GOAL 1.7 "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are un- congested with smooth - flowing traffic patterns, are well- maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses ". (1) The project complies with all City of Tukwila Codes and ordinances, as well as ADA and IBC requirements. The Project is designed to meet the desires of Goal 1.7 as stated in the description above. (2) Entire site is to be screened from adjacent sites and the street. (3) Adequate parking and lighting are provided. (4) N/A (5) N/A Page & Beard Architects, PS Page 2 of 5 0 VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter 0 b) PUBLIC FACILITIES / UTILITIES / STREETS i) GOAL "Goals for the design of these improvements are scattered throughout the various sub area components of the Tukwila Comprehensive Plan and no goal appropriately summarizes the City's position. Specific policies are presented below ". (1) The District is conscientious of producing the best design possible, while at the same time being considerate to their rate payers by maintaining a modest budget. (2) The District has consolidated its operation on this site by purchasing the adjacent sites. It has shared its administration facility with KC WD 125 on So 148th Street, thus allowing the operations to remain on the current site. (3) N/A (4) N/A (5) N/A (6) N/A (7) N/A 18.60.060(C) 1) SITE DESIGN a) Site Design Concept 1) Site has been designed in a functional and orderly manner as required by the District's program. Building arrangement, landscaping and circulation are all elements considered. b) Relationship to Street Front 1) Parking has been minimized, the District's utility vehicle parking is in the garage structures. The existing conditions required the existing parking lot to remain between the street and the existing building. 2) The one public entrance is oriented towards the street. c) Street Corners 1) The street corner will be a landscaped feature. There is no public access available at the corner. d) Continuity of Site with adjacent sites 1) All setbacks and required landscaping will be provided. The screening fence is planned to be located on the "property" side of the buffer, thus allowing the adjacent properties and public to view the landscape buffers. e) Shared Facilities 1) The District has previously endeavored to share a site just down the street on South 148th with WD 125 for their "administration functions, thus allowing the "operations" portion of their facility to consolidate on the existing site without splitting onto more than one site. f) Site Design for Safety 1) Vehicular and pedestrian circulation has been designed for safety, efficiency and convenience. An administrative variance will be requested to allow for two driveway entrances to achieve this goal. Pedestrian walkways are provided to access all public portions of the facility. 2) Setbacks have been maintained and /or exceeded to maximize surveillance opportunities from buildings and public streets. Page & Beard Architects, PS Page 3 of 5 O 0 VALLEY VIEW SEWER DISTRICT Minor Remodel and New Garage Project 2008.1.31 Design Review Criteria Letter 3) Adequate lighting has been provided as allowed by the WSEC. 4) Landscape design has taken into account Tong -term impacts of growth. Maintenance will also be provided as needed. 5) Durable site furnishings and features are planned. Ease of maintenance is important to the District. g) Siting and Screening of Service Areas 1) The entire site will be screened to minimize the visual impact of the operations facility (which is the entire site). An administrative variance is requested to allow the 8' screen fence to be located at the backside of the landscape buffer. h) Natural Features and Sensitive Areas 1) Existing topography will be maintained except for minor regarding for storm drainage purposes. The existing trees will be preserved to the extent possible; two existing deciduous trees must be removed for circulation of the District's vehicles. 2) N/A 3) The landscape buffers and street trees will enhance the visual focal points of the corridor. i) Surface Starrffnate P etention facilities. fl 1) Th "bioswa -" I be integrated with the landscape design. The detention will be / underground. See the Civil & Landscape Drawings attached. j) Pedestrian Circulation 1) Paved walkways connect all public buildings and entries. 2) A paved walkway is provided from the buildings to the public way on the main frontage. A second pedestrian access from 148th will not be provided because it leads through the operations yard and would be dangerous and unnecessary. 3) N/A 4) Frontage improvements as required shall support pedestrian movement between properties. Requirements are different for Tukwila and SeaTac. 5) N/A k) Pedestrian Amenities 1) Not possible or desired for this use. I) Vehicular Circulation 1) All public circulation will be contained in the public lot. Walkways are provided to reduce conflicts. 2) Except for the building footprints, landscaping and the public parking lot, the entire facility is devoted to site circulation for the District's maintenance vehicles. There are no opportunities for shared driveways. To enhance vehicular circulation on the site, a second access to Military Road is requested from the City of SeaTac. If not <------, allowed, then only one access point will serve the Maintenance yard from 148th m) Parking 1) Parking is as minimal as CODE allows. 2) Building Design a) Architectural Concepts 1) The design concept attempts to convey a cohesive and consistent statement through materials and color. The concept is functionality and utilitarian. 2) The new building employs similar materials and colors as the two existing site structures. Page & Beard Architects, PS Page 4 of 5 C 04/19/2007 22:21 4258277014 PAGE & BEARD ARCH. PAGE 02 CITY OF TUKWFLA Department of Cor ommity Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 43I -3670 FAX (206) 431 -3665 E -mail: tukplanncLtukwila.wa.us • AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY RECEIVED CITY OP TUtWII..A FEB 0 7 2008 STATE OF WASHINGTON as COUNTY OF MO The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. ' The application is being submitted with my knowledge and consent. 4. Owner grants the City. Its employees, agentp, emineers, copiractoars or othe resen ves the right to enter upon Owner's real property, located at I''/ / /"/ r 111� r ILc .0 (, ofti l'f'oL + H P/ 1.) 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 Clty. 6. Non-responsiveness to a City inforrnation request for ninety (90) or more days shall be cause to cancel the application(s) without refund of fees. EXECUTED at Tv kw Jc� (city). IN A (state), on I4-p-4 3ta 41 .20 0.7 Print Name Pa Vt . Q D t CG LC.� Address / -i n -i i � I r API J Phone Number 6 `f 2 '� �+ �y; Signature »a /Y, AO J On this day personally appeared before me C a y � i c_1(.. to me known to the individual who executed the foregoing instrument and aclmowledged that p signed the same voluntary act and deed for the uses and purposes me Boned therein. SUBSCRIBED AND SWQt ORE ME ON � . c DAY a I$ , 2001 _ :./ -�(H E• tlijr CY $ Q T 'G''4 BLIC In and ?F' State of Washington tii ( 1 /%' 3 ; v "i, - ddiding al &11-44-te..... 4. ..,,..rns iy ��'�,` �. O �.- Commission expires on < i 7� /h1'��nawotr P:\ PIN mtng Perms \Applbseoa. \UUPApp•6•06.a« December 4. 2006 A ,-7.4%.,M -,h,,N S s te„ sir r x gnFm,., '°1 fi 14816 Mary Road South P.O. Box 69550 Tukwila, WA 98168 RECEIVED Phone: (206) 242 -3236 Crn' OPTUKWIU! Fax: (206) 242 -1527 FEB 0 7 2008 • .. CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Ti" r• Residential: $50 Commercial: X00°- N/c A Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Po 41i-c_ ( 1 1 ❑ Residential Single Family ❑ Residential Multi- Family ❑ Commercial 1, l Other / c 4 0t4✓1G Applicants Name: \ct. 11 ei V Jew Se;.✓�, 1�i.s- i,.r'd -- Phone: 2� q�Z_3 6 Property Address or Approximate Location: , Tax Lot Number. !'tYlb %-+, il'f7i ri! Rani { %u -i lei wets COLT i 00 OC"?3i o 0 l) cage J Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. 10 a. Sewer Service will be provided by side sewer connection only to an existing ( !% size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. W a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro the date of sisanature. By May; cc Title /27/0 Dat r. CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: ear; +a 1Clea,4140 ' 41.01L, �r,'a'-ik�! r atty.- raiNELSOMINOT Site address (attach map and legal description showing hydrant location and size of main): 1 `t" /6 ,M .,1; 1-u:-7 l?JJ $. / vkwt/k 14/-4 ` 2 \68 N I 0,40#11f: ! [O lCCI ' SSw.,? GO' %''F�`�I� 4.4�s. t�E 1 st t;i t d...i 1 �- i Y.4 � '-(?. - .. , r a. t .;E:0101-- A, a,a: � CTiwt rf � i . �{�- Name: f Y� 1r� v /�, s��.- �s-in Name: Dat;iy Di c k Address: into d 6. 7570 s -� 187 6t Address: S 4 1416 Phone: zt i Z.— 3 23 6 aa�'- J Phone: 2 06 —29 2— 3 2.3 6 This certificate is for the purposes of. ❑ Residential Building Permit ❑ Preliminary Plat Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is 1 TO ft. Area is served by (Water Utility District): Wci fe-r- 0 0 +v c+ 125- ner gent Signature � Ao a7 Date 1 1. The proposed project is within ��� e J �� 0.. 14 i r1c., (City /County) 2. [ N° improvements required. Cj 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3QO_ gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 c") fps as documented by the attached calculations. 5. Water vailability: Acceptable service can be provided to this project n Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. n System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agin encPhone ▪ 12.5 2o6 -2-q2 - '/5 % By ) Z—'O -o"7 Date �Pir -2S This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 Tukwila International Boulevard Design Manual Nog el OW Tukwila Internation I Boulevard Design Manual Wail al Sit. ,s �+,, Tukwila Intemational Boulevard Design Manual MIIIIIIMI 4.- MITIM - 4.1 .1 ■aiwniaRING3 +—err J `if fy.CeR. e,i' fiiA b,2 �1�: t !'W111111 lit iiiliglairrial Tukwila International Boulevard Design Manual Ent d site Tukwila International Boulevard Design Manual —�� -..fir. Tukwila International Boulevard Design Manual Tukwila International Boulevard Design Manual South d Silo Tukwila International Boulevard Design Manual ���taI�n���iVl'�„ kG tlm01M110VIW IV "� ° " * ". ". •, 7n. �r�e. nnnn nnm a tn:� I.. eni •.l._._: ::.1_1.1 Tukwila International Boulevard Design Manual Comprehensive Plan Policies Commercial Areas .00.11.7: 'CommwciW disbkb that .r. visually .70.dh..M add value W Oa community, are visitor and pedestrian ld.ndty. we d.skn.d wa0 adds and constructed nth quay workmanship. we moor. end sate wan admen. lighting and cum.nam att.». an unwgobd vd7 wmdReowbg Varna pawns. .n w6m.mhin.d 00th adequate str..bcage landscaping, wed are whoNawn. and W h.rnlmy .70dpt. us... 0.0.7.1 lranaportabon Canino.- oval e.1: ra apwlams0Mdan that we amclknal, ettr. 009.d ahem along their lengths both 101 bie p.o* who b . alo g them, traveling eawon Own .d the,. bawling k ens m... WOE, P.a11k Highway Corridor .000 1.0: 'A Peclec Highway corddw Ow Is .n Norway., .at, .d profitable place O w., do bonne, shop, and nark. .nd a • positive nl0.clbn den CKy as a estate and al Oa swrwdpg rasid. 0. and bu0Wna community Tukwila International Boulevard Design Manual Landscape 0.sign Recommendations • Approval with one condition - Price to bsu.na d Wilding permits, md.e the landscape plan to Now taw bad w.o. Wang gm with .Had the pampa Tukwila International Boulevard Design Manual 2