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Permit L04-023 - CITY OF TUKWILA - FOSTER POINT SEWER SHORELINE SUBSTANTIAL DEVELOPMENT
CITY OF TUKWILA PUBLIC WORKS Foster Point Neighborhood L04 -023 Hi Barbara Here is a file that was "missing ". The 2004 land use files already went to the records center. Please `catch this one up' with box 0415 Foster Point Water, Sewer & Road Improvements L04 -023 Project: File Number: Applicant: Request: Associated Permits: Comprehensive Plan/ Zoning Designation: City of Tukwila Department of Community Development STAFF REPORT TO THE DIRECTOR DEPARTMENT OF COMMUNITY DEVELOPMENT July 7, 2004 City of Tukwila Foster Point Sewer Improvement Project L04 -010 - Shoreline Substantial Development Permit SHORELINE MANAGEMENT City of Tukwila Department of Public Works Shoreline Substantial Development Permit to install sanitary sewers, replace water lines, add catch basin to the existing stormwater system, relocate an existing stormwater line, replace an existing stormwater line, and reconstruct a quarry spall energy dissipater at an existing surface water outfall, primarily within the existing right of way in the Foster Point Neighborhood. The project will also include street improvements of Pamela Drive, which is currently unimproved City right of way. Unclassified Use Permit Building Permits Flood Control Permit Right of Way Permit Aquatic Resources Use Authorization Notification /Determination of Leasing Section 10 Permit HPA Permit NPDES Steven M. Mullet, Mayor Steve Lancaster, Director City of Tukwila, DCD City of Tukwila, DCD City of Tukwila, PW City of Tukwila, PW United States Army Corp of Engineers United States Army Corp of Engineers Washington State Department of Fish and Wildlife Washington State Department of Ecology Commercial/Light Industrial (C /LI) and Low Density Residential (LDR) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Staff: Brandon J. Miles, Assistant Planner The following information was submitted as part of the application. 1. SEPA Checklist Dated November 2002 2. Right of Way Survey of Sewer Improvements 3. Letter by the applicant analyzing the project's consistency with Comprehensive Plan, Shoreline Management Regulations. I. Project Description The proposal is to install sanitary sewers, replace water lines, add catch basins to the existing stormwater system, relocate an existing stormwater line, replace an existing stormwater line, and reconstruct a quarry spall energy dissipater at an existing surface water outfall. Most of the project will be located within the City of Tukwila's right of way. A sewer lift station will also be installed, however the lift station will be located outside of the shoreline area. The Foster Point Neighborhood is currently not served by sanitary sewer. The project will allow existing houses to gradually connect to the City sewer. II. Policies of the Shoreline Management Act/Shoreline Master Program The project area to the east of the Duwamish River is regulated under the King County Shoreline Management Program. The project area west of the Duwamish River is regulated according to the standards and polices of the Tukwila Shoreline Master Program. III. Shoreline Regulations King County Shoreline Management Program The City of Tukwila is required to administer annexed areas based on the Shoreline Management Plan which was in place at the time of annexation, until such time that a new Master Plan is adopted and approved by the Washington State Department of Ecology. The project area to the east of the Duwamish River is subject to the King County Master Program. A. Non -water related development and residential development shall not be permitted waterward of the ordinary high water mark The new sewer force main will be attached to the existing 56 Avenue Bridge. There will no residential development waterward of the ordinary high water mark. B. Except in those cases when the height requirement of the underlying zones are more restrictive, no structure shall exceed a height of thirty-five feet above average grade level. This requirement may be modified if the view of a substantial number of residences will not be obstructed, if permitted by the applicable provisions of the underlying zoning, and if the proposed development is agricultural, water related or water dependent. 2 No structures are proposed within the shoreline area. The sewer force main will be attached to the existing se Avenue Bridge. C. All development shall be required to provide adequate surface water retention and sedimentation facilities during the construction period. Prior to construction the applicant is required to obtain the necessary permits from the City's Public Work's Department. These permits will require the submittal of a temporary erosion control plan for construction activities. The plan must be approved prior to construction activities. D. Development shall maintain the first fifty feet of property abutting a natural environment as required open space. This criterion is not applicable, as the King County shoreline environment designation adjacent to this site as "Urban Environment ". E (1) Parking areas must be located beneath or upland of the development... E (2) Any outdoor parking area perimeter...must be maintained as a planting area with a minimum of five feet. E (3) One live tree...shall be required for each thirty linear feet of planting area. E (4) One live shrub...for each 60 inches of planting area shall be required. E (5) Additional perimeter and interior landscaping of parking areas may be required when large parking areas are proposed. A parking stall will be provided at the sewer lift station. No parking is proposed within the Shoreline Environment. F. Collection facilities to control and separate contaminants shall be required where storm -water runofffrom impervious surfaces would degrade or add to the pollution of receipt waters or adjacent properties. Any water discharged into the Duwamish River will meet all State and Federal water quality standards. G. The regulations of this chapter have been categorized in a number of sections; regardless of the categorization of the various regulations, all developments must comply with all applicable regulations. The proposed project will comply with all applicable Shoreline regulations. All proposed work is within existing City of Tukwila right of way. City of Tukwila Master Program 3 H. Development proposed on shorelines of the State shall maintain setbacks, provide easements or otherwise develop the site to permit a trail to be constructed or public access to continue where; 1. There is a proposed trail in the King County Trail system; or 2. Part of the site is presently being used and has historically been used for public access. Following are the relevant review criteria of Tukwila Shoreline Master program (TMC 18.44.110). As noted, the area west of the Duwamish River is subject to the Tukwila Shoreline Master Program. 1) The use is in conformance with the regulations of the underlying zone district. The project area is zoned Commercial/Light Industrial and Low Density Residential, yet the new utility lines will serve properties that are zoned Low Density Residential. The purpose of the Low Density Residential District is to provide low density family residential areas together with a full range of urban infrastructure services in order to maintain stable residential neighborhoods (TMC 18.10.010). The existing infrastructure in the neighborhood is substandard and the new utility lines will help achieve the City's goal of providing full infrastructure to the Foster Point Neighborhood. 2) The use does not conflict with the goals and polices of the Shoreline Master Program or the provisions of the Shoreline Act and shoreline regulations. The Tukwila Shoreline Master Program designates the shoreline area for this project as Urban Environment. The City's Master Program divides the shoreline area into three separate environments: • River Environment is the area between the mean high water mark and point 40 feet landward from the mean high water mark. The River Environment has the most environmentally protective land use regulations...(TMC 18.06.695). • Low Impact Environment is the area between the River Environment and a point 100 feet landward from the mean high water mark having environmentally protective land use regulations...(TMC 18.06.550). • High Impact Environment is that are between the low- impact environment and a point 200 feet landward of the mean high water mark (TMC 18.06.425). The proposed project will be within all three of the shoreline environments. Work Within River Environment Within the River Environment a new stormwater outfall with be replaced. The replacement is necessary due to the poor structural condition of the existing outfall. The new line will be replaced with the same size, slope, and alignment of the existing pipe. Riprap along the shoreline at the outfall with be salvaged and replaced following replacement of the line. Additional quarry spalls of 16 inches and 24 inches will be placed at the outfall to achieve the existing riprap elevation. The riprap serves as an energy dissipater to reduce erosion effect of the surface water entering the river. Support facilities for pollution control devices, such as the proposed outfall, are a permitted use in the shoreline environment when they are at or below grade (TMC 18.44.130). The proposed outfall will be below grade. A water line will also be connected from South 130 Place South and South 50 Place South. The water line will extend north and west from the Foster Point Neighborhood to the Allentown Neighborhood. Construction will occur within 25 feet of the riverbank, but will 4 be confined to paved right -of -way. TMC 18.44.130 (B) (4) allows for the construction of pipes within the River Environment if they are suitability screened. The proposed pipes will be placed below existing City right of way. The Foster Point Neighborhood is connected to the City via the 56 Avenue Bridge, which sits over the Duwamish River. In order to connect the neighborhood to the City's sewer system, a force main will be attached to the bridge. TMC 18.44.130 allows pipes within the River Environment provided they are screened. The proposed pipe will be placed below the 56 Avenue Bridge, which should provide adequate screening. Work within the Low Impact Environment Some of the utility improvements will be within the low impact environment. The new utility lines will be placed within existing City rights -of -way. Portions of Pamela Drive are also located within the low impact environment. As noted, Pamela Drive will be improved as part of this project. Utilities are a permitted use within the Low Impact Environment (TMC 18.44.140). Work within the High Impact Environment In the High Impact Environment utility improvements will be placed within existing City right of way. All uses within the underlying zoning district are allowed within the high impact environment (TMC 18.44.150). 3) No structures or accessory facilities shall be located over the river, unless such structure protects or promotes the public interest. The new sewer force main will be placed above the Duwamish River. The sewer line will be connected to the existing 56 Avenue Bridge. The new line is being added for the benefit of all property owners within the Foster Point Neighborhood. The new sewer line promotes the public interest by allowing for existing septic tanks to be gradually removed and replaced with sanitary sewer system. Sanitary sewers in this area will allow for a greater density and a more efficient method of waste disposal. 4) The shall be no disruption of existing trees or vegetation within the river environment, unless necessary for public safety or flood control, or if allowed as part of an approved Shoreline Substantial Development Permit. The replacement of the new stormwater outfall will require the removal of some vegetation within the River Environment. The applicant will replace this vegetation with a mixture of riparian trees, shrubs, and groundcover. 5) No effluents shall be discharged into the Green River which exceeds quality classification as established by the State for the adjacent portion of the river. Surface water that is collected in the catch basins will be discharged into the Duwamish River. Water quality will be consistent with established Washington State guidelines for the Duwamish River. 5 6) All State and Federal water quality regulations shall be strictly complied with. The applicant has applied for various Federal and State permits which will ensure that all water quality standards are met. 7) Wildlife habitat in and along the river should be protected. A small amount of vegetation will be disturbed during the replace of the existing riprap along the shores of the river. All areas shall be re- vegetated and where possible vegetation will be enhanced. 8) All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining, walls or other satisfactory mechanisms for erosion control There is no landfill proposed with this project. The applicant is required to submit and have approved by the City an erosion control plan to control erosion that might occur during construction. 9) All necessary permits shall be obtained from Federal, State, County or Municipal agencies. The applicant has applied or has obtained the following permits: Unclassified Use Permit City of Tukwila, DCD Building Permits City of Tukwila, DCD SEPA Determination City of Tukwila, DCD Flood Control Permit City of Tukwila, PW Right of Way Permit City of Tukwila, PW Aquatic Resources Use Authorization Notification /Determination of Leasing United States Army Corp of Engineers Section 10 Permit United States Army Corp of Engineers HPA Permit Washington State Department of Fish and Wildlife NPDES Washington State Department of Ecology 10) Dredging for purposes other than for navigational improvements or fold control is prohibited. No dredging is proposed with this project. 11) Mining is prohibited along the river shoreline. No mining is proposed with this project. 12) Solid waste disposal is prohibited along the shoreline. No solid waste disposal is proposed with this project. 13) No property will be acquired for public use without dedication by or just compensation to the owner 6 1 The work will primarily be within the City's right of way. The lift station, which is not in the Shoreline area is on private property. The City will compensate the property owner for allowing the City to construct a lift station on the property. 14) Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect or promote the public interest. There is no landfilling within the Duwamish River as a result of this project 15) Notwithstanding any provisions of this Code to the contrary, removal of any cottown wood tree within the river environment or the low impact environment, which tress is 12 inches or greater in diameter as measured 4.5 feet above grade, shall be subject to the requirements of TMC Chapter 18.54 (Tree Regulations). The project is exempt from the requirements to obtain a tree permit. IV. Comprehensive Plan Shoreline Policies The following goals of the City's Shoreline Master Plan are applicable to the project: Shoreline Use Element 7 Goal 1: Encourage appropriate development in suitable locations without diminishing the quality of environment along the shorelines of the river. The project will allow for the existing homes within the Foster Point Neighborhood to be removed from septic systems and convert to sewer. By converting this are to sewer the chance of septic failure and effluent discharge into the river will be minimized. Goal 2: Shorelines activities should be consistent with the overall goals for development along the river. The Foster Point Neighborhood is zoned LDR, which permits the construction of single - family dwellings. The LDR zoning permits a density of 6.7 units per net acre. Since sewer does not serve the neighborhood this density cannot be achieved. The project will permit for smaller lot sizes than is currently permitted by King County Health Department for homes that are served by septic systems. Conservation Element Goal 3: Encourage the protection of resources and ecology of the river and its shorelines. Goal 4: Water quality in the river should be sufficiently high to permit human use and provide suitable use and habitat for desirable forms of aquatic life. Conversion of the Foster Point neighborhood from septic systems to public sewers will protect water quality for habitat and human use. V. Public Comments In response to the Notice of Application, written comments were received from Laura Murphy, with the Muckleshoot Cultural Resources Program and Stephenie Kramer with the Office of Archeology and Historic Preservation. Their comments were in regards to the possibility of discovering archaeological artifacts during construction. The heaviest excavating will occur outside of the shoreline area as part of overall project construction. The City will have an archeologist on site during the excavation for the sewer lift station. VI. SEPA and other City approvals A Determination of Non - Significance (DNS) (E04 -002) was issued on June 24, 2004. The DNS issued was for all work related to the sewer upgrade project. The project will require that an unclassified use permit be issued for the new sewer lift station. The sewer Lift station is located outside of the Shoreline Area. Additionally, the applicant will be required to obtain any required Building and Public Work Permits. VII. Recommendations Approval of the application subject to the following conditions: 1. If archeological or historic materials are discovered during the construction, all activity must stop and the following agencies must be notified: City of Tukwila, Muckleshoot Cultural Resources Program and the State Archaeologist. 2. The applicant shall place tree protection fences around trees that will be near or within the work area. In order to protect the underlying root systems, the fences must be placed away from the trees a distance of one foot for every inch in caliper of the subject trees. 3. Trucks, construction equipment, and construction material cannot not be stored in the shoreline area. 4. The applicant must submit a landscaping plan, which will be approved by the Department of Community Development for the landscape restoration. The landscaping plan must be submitted prior to any work being performed in the shoreline area. 5. The sewer force main that will be connected to the 56 Avenue Bridge must be painted to match the color of the bridge. 8 To: Steve Lancaster From: Brandon J. Miles Date: June 18, 2004 Re: Project Description: Department of Community Development Steve Lancaster, Director MEMORANDUM E04 -002 City of Tukwila Public Works Foster Point Neighborhood Improvements Steven M. Mullet, Mayor The City of Tukwila Public Works Department is proposing to replace all substandard water lines, install new sewer lines and construct a sewer lift station in the Foster Point Neighborhood. After the sewer and water lines are completed, new pavement will be installed in areas disturbed by the project. Additionally portions of Pamela Drive, which is unimproved City right of way will be improved to City standards. Generally, the project is located in the northwest quarter of Section 14, Township 23 north, Range 4 east, and the southwest quarter of Section 11, Township 23 north, Range 4 east, WM, in King County. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and the Allentown Addition. The project is located in the Foster Point Neighborhood, between and including Interurban Avenue South and South 130` Place. Work will primarily occur in the rights of way of 56 and 57 Avenue South, South 133 Street, South 130 Place and Pamela Drive. Outside of dedicated rights of way, a sewer lift station will be installed north of 56 Avenue South in the vicinity of the bridge. A water line will also be installed in the South 130th Avenue and 50 Place South, north and west of the Foster Point neighborhood. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Earth •Air Agencies with Jurisdiction / /Other Required Permits: SMA Permit for crossing Duwamish River Unclassified Use Permit Building Permits Flood Control Permit Right of Way Permit Aquatic Resources Use Authorization Notification /Determination of Leasing Section 10 Permit HPA Permit NPDES Summary of Primary Impacts: City of Tukwila, DCD City of Tukwila, DCD City of Tukwila, DCD City of Tukwila, PW City of Tukwila, PW There is no indication of unstable soils in the vicinity. Foster Point Sewer Improvements 2 Staff Report United State Army Corp of Engineers United States Army Corp of Engineers Washington State Department of Fish and Wildlife Washington State Department of Ecology The project area is generally flat with the steepest work area having a slope of two percent. Some of the slopes along the River have a slope in excess of 100 percent. The River bank will not be disturbed as part of this project. A Geotechnical report, prepared by Geo Engineers, dated March 4, 2002, found that native soils consisted of brown fine to medium sand and sand with silt. Native soils were encountered at a depth of 13 inches. These soils were underneath four inches of asphalt and nine inches of base course subgrade. Grading will occur as a result of street improvements that will be made during this project. Structural fill may be required to be brought in as back fill for new pavement, in excavated trenches, and as a base for the new lift station. As with any construction activity there is a chance for erosion. Per City regulations an erosion control plan will have to be prepared and approved by the City. During construction BMPs will be employed to reduce any erosion from the project. An additional 14,357 square feet of impervious surface will be added as a result of this project. The new surface will be a result of finishing Pamela Drive and the pad for the new lift station. Some emissions from construction vehicles will occur during the construction period. Suspended particles from dust emissions will occur during construction activities. Foster Point Sewer Improvements 3 Staff Report • Water • Plants A diesel powered emergency generator will be used at the lift station during periods of power failure. The use of the generator will be temporary and on a limited basis. Site watering and other measures will be utilized during construction to reduce construction dust. The emergency generator will meet all regulations of the Puget Sound Air Quality Agency. The Duwamish River surrounds the Foster Point Neighborhood to the north, south, and west. There will be work within the 200 feet of the ordinary high water mark. A four - inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56 Avenue South Bridge. The existing site conditions allow for the water from the paved streets to flow directly into the river. As part of this project, catch basins will be installed which will divert the current run -off of water within the neighborhood. It is important to note, that existing water run -off into the River is untreated and contains materials from City streets. Areas of the proposal due lie within the 100 -year floodplain. The geo- technical report noted that ground water would likely be encountered during excavation activities. Trenches will be dewatered during construction and pumped away from the construction area. The dewatering will only occur during construction activities. When the project is completed, water run -off will be collected by catch basins and flow to existing outfalls. Vegetation in the area includes deciduous trees, evergreen trees, shrubs, wet soil plants, and water plants. Since most of the project will be within the City of Tukwila's right of way, very little vegetation will be removed during construction activities. Native vegetation will be installed in those areas disturbed within 200 -feet of the shoreline. • Animals The Foster Point Neighborhood is largely developed with single - family homes. Animals found in the area are typical of urban environments, such as small mammals and birds. The Duwamish River is home to a variety of fish species, including salmon. 0 111. 111 10 Foster Point Sewer Improvements 4 Staff Report • Energy/Natural Resources Construction activities will use gasoline and diesel internal combustion engines. Electricity will be used to operate the sewer lift station and a diesel - powered generator will be used in the event of power failure. • Environmental Health Noise generated by construction equipment will occur on a short-term basis. The project is located in a residential neighborhood and the contractor will have to comply with the City's noise standards. Power failure could result in the discharge of effluent from the lift station. This risk will be reduced by providing secondary power supply and telemetry to provide early notification of potential problems. The lift station will produce a low hum when in operation. Noise from the lift station operation should be negligible since most of the lift station will be located under ground. The emergency generator is exempted from noise regulations when operating in an emergency situation. However, the generator must meet noise regulations when it is tested. As the sending property is residential and the nearest receiving property is residential, the generator is not permitted to create a sound in excess of 55 dB(A), measured at the receiving property. • Land /Shoreline Use Most of the project area is zoned LDR. A small area, near Interurban Avenue is zoned Commercial/Light Industrial. Portions of the project will be within 200 -feet of the Duwamish River. The sewer line will also extend over the existing 56 Avenue Bridge. The shoreline is classified as Urban and is governed under the City's Shoreline Regulation. The applicant has submitted for a Shoreline Permit. Portions of the project will lie within the 100- year floodplain. The applicant will be required to obtain a Flood Control Permit from the City. • Housing No housing is proposed nor will any residential structures be removed. The presence of sewer lines in the area will likely generate additional platting and construction of new houses in the area. Foster Point Sewer Improvement Staff Report • Aesthetics • Light and Glare • Recreation • Historic and Cultural Preservation • Transportation 5 The only part of this project that will be above grade is the sewer lift station. The lift station will be 10 feet in height and a 14 -foot telemetry pole will be attached to the roof. The building will meet all applicable development regulations for height and setback. Additional design standards can be imposed through the Unclassified Use Permit. There will be a small light located at the lift station. This light will be shielded and face downward and should not have any impacts on surrounding properties. The site is located near the Duwamish River and there is a small passive park located off of Pamela Drive. Foster Golf Course is located to the southeast. No known places or landmarks exist within the project area. The banks of the Duwamish River were utilized by Native Americans thus there is a small chance that some artifacts may be unearthed. The Public Works Department will have an archeologist on site during the excavation of the lift station. The City did receive two comment letters, one from the State of Office of Archeology and Historic Preservation and one from the Muckleshoot Indian Tribe. The City did offer an invitation to the Muckleshoot Tribe to send a tribal monitor during excavation activities. As with any construction activities if any landmarks or evident of historical, archaeological, scientific, or cultural importance are found on the site, work will stop immediately and the contractor will notify the City of Tukwila, Washington State Office of Archeology, and the Muckleshoot Indian Tribe. During construction there will be an impact to individuals who live in the Foster Point Neighborhood. This will include road closures, brief closure of the 56 Avenue Bridge, and removal of the street pavement. The roads in the neighborhood will be restored to pre - project condition. A parking stall will be provided on site for maintenance and repair of the lift station. The lift station will generate approximately one vehicular trip per week. Foster Point Sewer Improvements 6 Staff Report The project will require a right of way permit, which will address traffic control issues. Public Services N/A Utilities The area is served by the following utilities: Water City of Tukwila and Water District 125 Electricity Puget Sound Energy Gas Puget Sound Energy Cable Comcast This project involves the upgrade and installation of sanitary sewer and new water lines within the Foster Point Neighborhood. Sanitary waste disposal is currently done through septic systems. Houses in the neighborhood will be required to connect to sewer if one of the following occurs: Recommendation: • Addition of a bedroom or bathroom • The property is conveyed to another person • The existing septic systems fails • A short plat or subdivision Determination of Non - Significance Note: There was an additional comment letter that was sent by property owners in the Foster Point Neighborhood. The issues raised by the letter were not environmentally focused. The City will respond to the letter, but issuance of a Threshold Determination should not be put on hold pending the City's response. City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: ,E04 -002 Applied: 03/02/2004 Issue Date: 00-'i1 too/ Status: ISSUED Applicant: CITY OF TUKWILA, PUBLIC WORKS Description of Proposal: REPLACEMENT OF ALL SUBSTANDARD WATER LINES, INSTALLATION OF 8 -INCH SANITARY SEWER ALONG WITH A 4-INCH FORCE MAIN AND LIFT STATION WITH AN EMERGENCY GENERATOR AND ANCILLARY BUILDING AND UPGRADES TO THE STORMWATER COLLECTION SYSTEM. Location of Proposal: Address: Parcel Number: Section/Township /Range: NW 14 -23 -04 FOSTER POINT Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Lead Agency: City of Tukwila The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by 0-7 1 0 11 1 (x"/ The lead agency will not act on this proposal for 14 days from the date below. LA � 'Ib / 2-co Lr Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNS E04 -002 Printed: 06 -23 -2004 Gity of Tukwila Steven M. Mullet, Mayor Department of Community Development Shoreline Management Act Permit Data Sheet and Transmittal Letter From: City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Seattle, WA 98188 Date of Transmittal: August 13, 2004 Date of Receipt: Type of Permit: Substantial Development Local Government Decision: Approval Applicant Information: Mike Cusick, Project Engineer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Is the applicant the property owner? Yes To: Environmental Planner Department of Ecology Shoreline & Environmental Assistance Program P.O. Box 47600 Olympia, WA 98504 -7600 Location of the property: The project is generally the Foster Point neighborhood, between and including Interurban Avenue South and South 130 Place. Work will occur in the rights of way of Interurban Avenue South, 56 Avenue South, 57 Avenue South, South 133 Street, South 130 Place, South 50 Place and Pamela Drive. The project area is located in the NW Vs of section 14, township 23N., range 4E., W.M. and in the SE VI of section l 1, township 23N., range 4., W.M. Water Body Name: Duwamish River Shoreline of Statewide Significance: Yes Environment Designation: Urban Description of Project: The proposal is to install sanitary sewers, replace water lines, add catch basins to the existing stormwater system, relocate an existing stormwater line, replace an existing stormwater line, and reconstruct a quarry spall energy dissipater at an existing surface water outfall. Most of the project will be located within the City of Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila's right of way. A sewer lift station will also be installed, however the lift station will be located outside of the shoreline area. The Foster Point Neighborhood is currently not served by sanitary sewer. The project will allow existing houses to gradually connect to the City sewer. Notice of Application Date: 05/13/2004 Final Decision Date: 08/12/2004 By: Brandon J. Miles Assistant Planner City of Tukwila Phone Number: (206) 431 -3684 Email: bmiles @ci.tukwila.wa.us City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L04 -023 Applied: 04/21/2004 Approved: 08/12/2004 Expiration: A permit is hereby granted to: CITY OF TUKWILA PUBLIC WORKS to: Install sanitary sewers, replace water lines, add catch basins to the existing stormwater system, relocate an existing stormwater line, replace an existing stormwater line, and reconstruct a quarry spall energy dissipater at an existing surface water outfall. Most of the project will be located within the City of Tukwila right of way. Upon the following property: Address: Parcel Number: Section/Township /Range: Foster Foint Neighborhood The following master program provisions are applicable to this development: King County Master Program City of Tukwila Master Program Development under this permit shall comply with the following conditions. 1: If archelogical or historic materials are discovered during construction, all activity must stop and the following agencies must be notified: the City of Tukwila, Muckleshoot Cultural Resources Program, and the State Archaelogist. 2: The applicant shall place tree protection fences around trees that will be near or within the work area. In order to protect the underlying root systems, the fences must be placed away from the trees a distance of one foot for every inch in caliper of the subject trees 3: Trucks, construction equipment, and construction material cannot not be stored in the shoreline area. 4: The applicant must submit a landscaping plan, which will be approved by the Department of Community Development for the landscape restoration of the shoreline area. The landscaping plan must be submitted prior to any work being preformed in the shoreline area. 5: The sewer force main that will be connected to the 56th Avenue Bridge must be painted to match the color of the bridge. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY -ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY (D.O.E.) AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, doc: Shore1971 L04 -023 Printed: 08-11 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY -ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5) (a) (b) (c). Pursuant to RCW 90.58.180 the decision by the City of Tukwila to issue this Shoreline Substantial Development Permit may only be appealed to the Shoreline Hearing Board. Appeals must be filed with the Shorelines Hearing Board within 21 -days from the filing of this permit with D.O.E. as defined in RCW 90.58.140. For more detail information on appeals, refer to RCW 90.58 and WAC 461.08. Date: Steve Lancaster, Director of Department of Community Development Construction or substantial progress toward construction must begin within two (2) years from the effective date of the permit (the date the permit Is filed with D.O.E.), per RCW 90.58.143(4). doc: Shore1971 L04 -023 Printed: 08 -11 -2004 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , (A1961/1k HEREBY DECLARE THAT: Notice of Public Hearing /- Project Number: LC) — 0--A3 Determination of Non - Significance Person requesting mailing: J (,/tAJ 11 v li l Notice of Public Meeting Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Determination of Significance &.Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application ., ` Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 %• .' ,, Other P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM /�,, Was maileq to each of the addresses listed on this 1.4 day off 9.in the year 200 4 Project Name: 03 1 fOl I /- Project Number: LC) — 0--A3 Mailer's Signature: Sil/L09 4 j 7 4 Person requesting mailing: J (,/tAJ 11 v li l to,) P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM /�,, Was maileq to each of the addresses listed on this 1.4 day off 9.in the year 200 4 VU.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE () OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT ( ) DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR D () EPT OF COMM. TRADE & ECONOMIC DEV. EPT OF FISHERIES & WILDLIFE I ( ) BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION 1‘ )/(C. DEPT OF PARKS & REC KC. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT UBRARY () CITY OF SEATTLE UBRARY ( ) QWEST ( ) SEATTLE CITY UGHT () PUGET SOUND ENERGY () HIGHUNE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS () FIRE () POUCE () FINANCE ( ) PLANNING () BUILDING () PARKS & REC. () MAYOR ( ) CITY CLERK O PUGET SOUND REGIONAL COUNCIL ( A SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE CULTURAL RESOURCES PROGRAM WI (` , SHERIES PROGRAM ILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMINISTRATI V E \FORMS \CHKLIST.DOC CHEST: ENVIRONMENTAL REVIEW/SHOREUNE PE MAIUNGS FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV ( ) DEPT OF ECOLOGY, SEPA DMSION• ( ) OFFICE OF ATTORNEY GENERAL • SEND CHKUST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES LOCAL AGENCIES 'DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY SOUND TRANSIT ( UWAMISH RIVER CLEAN -UP COALITION SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RNER OTHER MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () HEALTH DEPT () PORT OF SEATTLE () KC. DEV & ENVIR SERVICES -SEPA INFO CNTR () C. TRANSIT DIVISION - SEPA OFFICIAL KC. LAND & WATER RESOURCES () FOSTER UBRARY () K C PUBLIC UBRARY ()HIGHUNE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT () OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS () BRYN MAWR - LAKERIDGE SEWERNVATER DISTRICT ( ) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* NOTICE OF ALL SEATTLE RELATED PLNG PROJ. ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WVWV ''\ c(9 0A eia0 ‘mst Pl`!l LIC NOTICE MAILINGS FOR PciavIITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline — Grading Plan Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P :\ ADMINISTRATIVE \FORMS \CHKLIST.DOC () U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION () DEPT OF FISH & WILDLIFE () OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DMSION ( ) KC. DEPT OF PARKS &REC ( ) K.C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA UBRARY () RENTON UBRARY ( ) KENT UBRARY ( ) CITY OF SEATTLE LIBRARY ( ) OWEST ( ) SEATTLE CITY UGHT () PUGET SOUND ENERGY () HIGHUNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBUC WORKS () FIRE () POLICE () FINANCE ( ) PLANNING () BUILDING () PARKS & REC. () MAYOR ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM () FISHERIES PROGRAM ( ) WILDUFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ ADMTNISTRATIVE\FORMSICHKLIST.DOC CHEC ST: ENVIRONMENTAL REVIEWISHOREUNE PE' '1' MAILINGS FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( )DEPT OF SOCIAL & HEALTH SERV. DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL • SEND CHKUST / DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE () HEALTH DEPT ( ) PORT OF SEATTLE ( ) KC. DEV & ENV!R SERVICES-SEPA INFO CNTR () KC. TRANSIT DMSION - SEPA OFFICIAL () KC. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC UBRARY ()HIGHLINE SCHOOL. DISTRICT () SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 () CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT ( ) RENTON PLANNING DEPT () CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. () DUWAMISH INDIAN TRIBE () P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CLTUKWILA.WA.US.VWWV Jam Free Printing Use Avery TEMPLATE 5160® ®opts ®ui3AV Bill and Wendy Toon 13360 56 Ave. So. Tukwila, WA 98178 Aa3AV o9-008-L wor LGaneumm www.avery.com 1- 800 -GO -AVERY 'C3 AVERY® 5160 Phil Sheridan 13013 57 Ave. So. Tukwila, WA 98178 6091S 3afldW3L e esti NMI 6upuud Sall we ®0915 aase-i Mary Ellen Whitehead 13335 56 Ave. So. Tukwila, WA 98178 Dennis Neff 13036 56 Ave. So. Tukwila, WA 98178 siagel ssaippy ®At13AV Brian Miller 13354 56 Ave. So. Tukwila, WA 98178 p09IS JoJ aleldwal ash wisleaLIS Peal yloows June 23, 2004 Bill and Wendy To n 13360 56 Ave S Tukwila, WA 98178 Phil Sheridan 13013 57 Ave S Tukwila, WA 98178 Mary Ellen Whitehea 13335 56 Ave S Tukwila, WA 98178 Dennis Neff 13036 56 Ave S Tukwila, WA 98178 Brian Miller 13354 56 Ave S Tukwila, WA 98178 Dear Residents: Thank you for providing comments for the Foster Point Neighborhood Sewer Extension project. Many of the questions that you have raised are outside of the areas that are being examined as part of the Shoreline Management Act Permit and State Environmental Review. The Department of Community Development has passed the letter to Mike Cusick who is with the City's Public Works Department. He will provide a response to the questions raised in your letter. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. Bob Giberson, City Engineer Mike Cusuck, Project Engineer File (E04 -002, L04 -010, L04 -023) Associated permits include: CITY OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION City of Tukwila Public Works Department has filed an application for the construction and operation of a sewer lift station at 13361 56th Avenue South. The lift station will be approximately 120 square feet in size and will be not exceed 10 feet in height. A 14 -foot pole will be attached to the building. An emergency back up generator will be onsite to be used as a back up in the even of a power outage. Permits applied for include: Shoreline Development Permit L04 -023 Notice of Application Issued: July 9, 2004 Other known required permits include: Building Permit, City of Tukwila Flood Control Permit, City of Tukwila Right of Way Permit, City of Tukwila Aquatic Resources Use Authorization/Notifzcation and Determination of Leasin, US Army Corp of Engineers Section 10 Permit, 115 Army Corp of Engineers HPA Permit, Washington Dept. of Fish and Wildlife NPDES, Washington State Dept. Ecology Studies required with the applications include: Geotechnical Report prepared by Zipper Zeman Associates Inc. The City issued a SEPA Determination of Non - Significance for the Foster Point Sewer project on June 24, 2004. 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, Monday through Friday, 8:30 a.m. to 5:00 p.m. Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, 1 n( n n 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 , Board of Appeals Agenda Pkt Person requesting mailing: ( Notice of Action a7/(0_,- Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this year 20 C"-{ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of i 'n the Project Name: 114....14) ()Al) Project Number: Lc) r Q13 Mailer's Signature: ..r._ , Person requesting mailing: ( L465 a7/(0_,- Was mailed to each of the addresses listed on this year 20 C"-{ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of i 'n the OPPORTUNITY FOR PUBLIC COMMENT i An open house to provide you with information on the permit applications has been scheduled for July 14, 2004. The open house will start at 4:30PM and end at 6:OOPM. The Open House will be located in Conference Room #1 located in Suite 100, 6300 Southcenter Blvd, Tukwila, Washington. Representatives from the Department of Community Development and Public Works will be on hand to answer questions and take public comments. 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., July 30, 2004 Opportunity for additional oral and written public comments on the Public Works project will be provided during the Tukwila City Council public hearing. Notice of the hearing will be mailed and posted once a hearing date has been set. For additional information from the City about the status of the Public Works permits contact Brandon J. Miles at (206) 431 -3670. For additional information from Tukwila Public Works regarding their proposal please contact Mike Cusick at (206) 433 -0179. APPEALS i You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. The Unclassified Use may only be appealed to Superior Court. The following applications review and decision. APPLICANT: AGENT: LOCATION: NOTICE OF APPLICATION DATED May 13, 2004 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director have been submitted to the City of Tukwila Department of Community Development for City of Tukwila Public Works Michael Cusick, City of Tukwila Public Works Department Foster Point Neighborhood, between and including Interurban Avenue South and South 130 Place. Work will primarily occur in the rights of way of 56 and 57 Avenue South, South 133 Street and Pamela Drive. The project is located in the northwest quarter of Section 14, Township 23 North, Range 4 East and the southwest quarter of section 11, Township 23 North, Range 4 East, WM, in King County. OWNER OF THE PROPERTY: The project is primarily within the City of Tukwila's right of way a sewer. A sewer lift station will be constructed on private property at 13361 56 Avenue South. FILE NUMBERS: E04 -002, L04 -010, L04 -023 PROPOSAL: Requests a Shoreline Permit and SEPA Determination for the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with and emergency generator and an ancillary building, and upgrade to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133` Street right of way an existing stormwater line is proposed for replacement. The stormwater outfall line will be replaced with the same size, slope and alignment of the existing line. Riprap will be salvaged during construction of the outfall and will be replaced with additional 16- inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the underside of the sidewalks portion of the existing 56` Avenue South Bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56` Avenue South, 57` Avenue South, South 133` Street, 130` Place, 50 Place South, Interurban Avenue South, and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and the repaving all existing public streets within the subject area. The Pubic Works Department has also submitted for an Unclassified Use Permit for the construction and operation of a sewer lift station at 13361 56 Avenue South. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 OTHER INFORMATION: DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: March 2, 2004 May 7, 2004 May 13, 2004 The applicant has submitted the following information for review by the City of Tukwila Department of Community Development: Geotechnical Report, prepared by GEO Engineers, Inc OTHER REQUIRED PERMITS: Flood Control Zone Permit, City of Tukwila Public Works Right of Way Permit, City of Tukwila Public Works Hydraulic Project Approval, Washington State Department of Natural Resources — Aquatic Resources Use Authorization Notification/Determination of Leasing, Washington State Department of Natural Resources NPDES, Washington State Department of Ecology These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding the Shoreline Permit, SEPA Determination, and Unclassified Use Permit in writing to the Department of Community Development by 5:00 p.m. June 13, 2003. If you have questions about this proposal contact Brandon J. Miles, Planner -in- charge of this file at (206) 431 -3670 or bmiles @ci.tukwila.wa.us. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. The Unclassified Use Permit will require a public hearing before the City Council. You will receive a separate notice informing you of the time and place of the public hearing. APPEALS You may request a copy of any decision by the City on a project or obtain information on your appeal rights by contacting the Department of Community Development at (206) -431 -3670. A Shoreline Permit can only be appealed to the State Shoreline Hearings Board. Determination .of'Non - Significance Official Notice Dept: Notice of Public Hearin Notice of Public Meetin Board of Adjustment AgendaPkt Board of Appeals Agenda Pkt Planning Commission Agenda:Pkt Short Subdivision Agenda FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Of Communi ty Devel opulent City of Tukwila AFFIDAVIT OF DISTRIBUTION EREBY DECLARE Mitigated Determination of Non - Significance Determination of Significance &.Scopir Notice Notice of Action Notice of Application Notice of Application for Shoreline M gfl Permit Other Was mailed to each of the addresses listed on this /3 i- year 20 Project Name: Project Number: � 9 9 DDS , Le — O/6 Mailer's Signature: !, �,.6// % « lv < / Person requesting mailing: Glit:lL t'�11 t P:GMAWYNETTA/FORMS/AFFiDAVIT -MAIL 08129/003:3I PM ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION () DEPT OF FISH & WILDLIFE 14 OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE () BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC () K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () QWEST ( ) SEATTLE CITY LIGHT ( ) PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS () FIRE ()POUCE ()FINANCE () PLANNING () BUILDING ( ) PARKS & REC. () MAYOR ( ) CITY CLERK () PUGET SOUND REGIONAL COUNCIL ( j SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE (� CULTURAL RESOURCES PROGRAM C) FISHERIES PROGRAM N�WI LDLIFE PROGRAM () SEATTLE TIMES () SOUTH COUNTY JOURNAL P:\ADMINIS TRATI V E \FORMS \CHKLIST.DOC CHE ENVIRONMENTAL REVIEW/SHOREUNE PL,,IT MAILINGS FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV ( ) DEPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES bDUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT 1)Q DUWAMISH RIVER CLEAN -UP COALITION ` ' SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () HEALTH DEPT () PORT OF SEATTLE () K.C. DEV & ENV!R SERVICES-SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES ()FOSTER UBRARY () K C PUBUC UBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 () WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS () BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT X RENTON PLANNING DEPT O CITY OF SEA TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. () HIGHLINE TIMES ( ) CLTUKW1LA.WA.US.WWW SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:\ADMINISTRATNE \FORMS \CHKLIST.DO P IC NOTICE MAILINGS FOR PTS TUKWILA COMMUNITY MEMBER 13003 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13012 56TH AVE S TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13022 56TH AVE 8 TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13031 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13042 56TH AVE S • TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13057 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13304 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13315 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13004 56TH AVE S TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13013 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13027 56TH AVE S - TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13036.56TH AVE 8 TUKWILA WA 98178 - 4627 TUKWILA COMMUNITY MEMBER 13049 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13301 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13309 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13319 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13009 56TH AVE Sr TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13021 56TH AVE 8 - TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13030 56TH AVE S TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13039 56TH AVE S TUKWILA WA 98178 - 4628 TUKWILA COMMUNITY MEMBER 13055 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13302 56TH AVE S TUKWILA 98178 -4631 TUKWILA COMMUNITY MEMBER 13312 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13324 56TH AVE 8 TUKWILA WA 98178-4631 h -1 n -c ti �04De 01141 Ti;r P k'e CEt4c1( aot- :1a9ais sc {`rIj CLI1. TUKWILA COMMUNITY MEMBER 13325 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13331 56TH AVE 8 TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13340 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13344 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13351 56TH AVE 8 TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13361 56TH AVE S TUKWILA WA 98178 -4632 . TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A102 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A105 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13327 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13335 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13341 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13347 56TH AVE S. TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 1335456TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A100 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A103 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A106 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13328 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13336 56TH AVE S TUKWILA WA 98178 -4631 • TUKWILA COMMUNITY MEMBER 13343 56TH AVE 8 TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13350 56TH AVE ' S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13360 56TH AVE 8 TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A101 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A104 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A107 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A108 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A200 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 1370556TH AVE S A203 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A206 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A209 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A300 TUKWILA WA 98168 -4736 ' TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A303 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A306 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A109 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A201 TUKWILA WA 98168 -4734 TUKWILA'COMMUNITY MEMBER - 13705 56TH AVE S A204 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A207 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY'MEMBER 13705 56TH AVE 8 A210 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A301 TUKWILA WA 98168-4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A304 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A307 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER - 13705 56TH AVE S A110 TUKWILA WA 98168 =4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A2.02 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A205 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S'A208 TQKWILA WA 98168 - 4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A211 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A302 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A305 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A308 TUKWILA WA 98168 -4732 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A309 TUKWILA WA 98168 -4732 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A400 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A403 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER .13705.56TH AVE S A406 TUKWILA WA 98168 -4737 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S 1409 TUKWILA WA 98168 -4737 Terrace Apartments ATTN: MANAGER 13705 56TH AVE S TUKWILA WA 98168 -4760 TUKWILA COMMUNITY MEMBER 13710 56TH AVE 8 3 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13710 56TH AVE S 6 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A310 TUKWILA WA 98168 -4732 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A401 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13705 AVE S 1404 • TUKWILA WA 98168 -4737 TUKWILA COMMUNITY MEMBER 13705 56TH AVE.S A407 TUKWILA WA 98168 4737 TUKWILA COMMUNITY MEMBER . 13705 56TH AVE S A410 TUKWILA WA 98168 -4737 TUKWILA COMMUNITY MEMBER 13710.56TH AVE 8 1 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13710 56TH AVE S 4 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13712 56TH AVE S TUKWILA WA 98168 -4715 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A311 TUKWILA WA 98168 - 4732 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A402 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 1405 - TUKWILA WA 98168.4737 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S 1408 - TUKWILA WA 98168 -4737 TUKWILA COMMUNITY 'MEMBER 13705 56TH AVE ` S A411 TUKWILA WA 98168-4737 TUKWILA COMMUNITY MEMBER 13710 56TH AVE 8 2 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13710 56TH AVE S 5 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13720 56TH AVE S TUKWILA WA 98168 -4715 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D100 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D103 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8.D106 TUKWILA WA 981684739 'TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D109 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D201 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D204 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D207 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D210 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D101 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D104 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D107 TUKWILA WA. 98168 - 4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D110 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D202 TUKWILA WA 98168 - 4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D205 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D208 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D211 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S 1)102 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D105' TUKWILA WA 98168 -4739 TUICWILA COMMUNITY MEMBER 13725 56TH AVE 8 D108 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D200.' TUKWILA WA 98168 - 4738.` TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D203 TU3CWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S'D206 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D209 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER . 13725 56TH AVE S D300 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D301 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D304 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D307 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D310 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D401 TUKWILA WA 98168 -4742 TUKWILA.COMMUNITY MEMBER 13725 56TH AVE S D404 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725.56TH AVE S D407 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D410 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D302 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D305 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D308 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER - 13725 56TH AVE S D311 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D402 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D405 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D408 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D411 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER- 13725 56TH AVE S D303 TUKWILA WA 98168- 4741' TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D306 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D309 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D400 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D403 TUKWILA WA 98168 - 4742 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D406 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D409 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 101 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 102 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 8 201 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 8 204 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 8 303 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B101 TUKWILA WA98168-4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8104 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8107 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8110 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 8 103 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 8202 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 301 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 304 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B102 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B105 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8108 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8200 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 104 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 203 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 302' TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8100 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 3103 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8106 TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8109 TUKWILA WA 98168-4745 COMMUNITY MEMBER 13745 56TH AVE 8 8201 TUKWILA wA 98168 -4745 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B202 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8205 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B208 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B211 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8302 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8305 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B308 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 B311 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B206 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8209 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 B300 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8303 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B306 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8309 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8400 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B204 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8.8207 TUKWILA WA 98166 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8210 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8301 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8304 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B307 TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 B310 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 840E TUKWILA WA 98168 - 4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 B402 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8405 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B408 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13745' 56TH AVE'S B411 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 103 TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE . S 202 - TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE 9 301 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S.304 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 B403 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B406 TUKWILA WA 98168 -4749. TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B409 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13760'56TH AVE S 101 TUKWILA WA 98168 - 4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 104 TUKWILA WA 98168 -4787- TUICWILA COMMUNITY MEMBER 13760 56TH AVE S 203 " TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 302 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C100 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B404 TUKWILA WA 98168-4749 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B407 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 8 8410 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13760 56TH AVE 8 102 TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE 8 201 TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE 8 204 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13760 56TH AVE 8 303 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C101 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C102 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C105 .TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C108 TUKWILA WA 98168 -4751 TUKWILA COMMUNITY MEMBER 13765 56TH•AVE 8 C200 TUKWILA WA 98168 -4751 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C204 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C207 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C210 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C301 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C103 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C106 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C109 TUKWILA WA 98168 -4751 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C201 TUKWILA WA 98168 -4751 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C205 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C208 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C211 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C302 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C104 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C107 TUKWILA WA 98168 - 4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C110 TUKWILA WA 98168- 4751 • TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C203 TUKWILA WA 98168-4751 COMMUNITY MEMBER 13765 56TH AVE S C206 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C209 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C300 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C303 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C304 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C307 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C310 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C401 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C404 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C407 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13765 56TH-AVE S C410 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 8 102 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C305 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C308 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C311 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER • 13765 56TH AVE "S C402 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C405 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C408 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C411 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 8 103 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C306 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S.C309 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE 8 C400• TUKWILA WA 98168 - 4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C403 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C406 TUICWILA WA 98168- 4754 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C409: TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 8 101 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY - MEMBER 13790 56TH AVE S 104 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 5 201 TUKWILA WA 98168 -4789 • TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 204 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 303 TUKWILA WA 98168 -4794 TUKWILA COMMDNITYMEMBER 13820 56TH AVE S 102 TUKWILA WA 96168 -4778 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 201 TUKWILA WA 98168 -4778 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 204 TUKWILA WA 9816.8 -4779 TUKWILA COMMUNITY MEMBER 13820 56TH AVE 8.303 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13008 57TH AVE S . TUKWILA WA 98178 -4633 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 202 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 301 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 8 304 TUKWILA WA 98168 -4794 TIIKWILA.COMMUNITY.) ER- 13820 56TH AVE S 103 TUKWILA WA 98168 - 4778 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 202 TUKWILA WA 98168 -4778 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 301 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 304 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13013 57TH AVE S TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 203 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13790 56TH AVE 5 302 TUKWILA WA 96168 -4794 TUKWILA COMMUNITY MEMBER' 13820 56TH AVE 5 101 TUKWILA WA 98168 - 4778' TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 104 TUKWILA WA 98168- 4778. TUKWILA COMMUNITY MEMBER 13820 56TH AVE 8 203 TIIKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 302 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13007 57TH AVE S TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER 13035 57TH AVE S TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER 13036 57TH AVE S TUKWILA WA 98178 -4633 TUKWILA COMMUNITY MEMBER 13045 57TH AVE 8 TUKWILA WA 98178 -4634 Peterson's 76 61 ATTN: MANAGER 13310 INTERURBAN AVE TUKWILA WA 98168 -3328 TUKWILA COMMUNITY MEMBER 5701 PAMELA DR S TUKWILA WA 98178 -4640 TUKWILA COMMUNITY MEMBER 5730 PAMELA DR S TUKWILA WA 98178 -4633 TUKWILA COMMUNITY MEMBER 5612 8.133RD ST TUKWILA WA 98178 -4637 TUKWILA COMMUNITY MEMBER 13039 57TH AVE S TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER 13048 57TH AVE 8 TUKWILA WA 98178 -4633 Fine Grind Too ATTNs MANAGER 13310 INTERURBAN AVE TUKWILA WA 98168 -3328 TUKWILA COMMUNITY MEMBER 5702, PAMELA DR 8 TUKWILA WA 98178 -4639 Baker Commodities ATTN: MANAGER 5795.8 130TH PL TUKWILA WA 98178 -4636 TUKWILA COMMUNITY MEMBER 56308 133RD ST TUKWILA WA 98178 -4637 TUKWILA COMMUNITY MEMBER 13044 57TH AVE S TUKWILA WA 98178 -4633 Shell 102 ATTN: MANAGER 13138 INTERURBAN AVE TUKWILA WA 98168 -3324 Petrocard Systems -, Inc. ATTN: MANAGER 13435 INTERURBAN AVE TUKWILA WA 98188 - 3329 - TUKWILA COMMUNITY MEMBER 5703 PAMELA DR 8 TUKWILA WA 98178 - 4640 TUKWILA COMMUNITY MEMBER' 5610 S 133RD ST TUKWILA WA 98178 -4637 TUKWILA COMMUNITY MEMBER 5710 9 133RD ST TUKWILA WA 98178 -4859 " 10300- 0066 -08 PAINTER EVA M 13526 53RD AVE SO SEATTLE WA 7200- 0105 -02 8OLGEN RICKEY FINN 13315 56TH AVE S TUKWILA WA .7200- 0115 -00 FLICK KEITH 13325 56TH AVE S TUKWILA WA .7200- 0125 -08 WHITEHEAD MARYELLEN 13335 56TH S SEATTLE WA .7200- 0130 -01 DAVIS AUDREY J 13341 56TH AVE 5 SEATTLE WA .7200 - 0145 -04 TONGUE ROY A+HARRIET M 13347 56TH AVE S TUKWILA WA .7200- 0155 -01 CASTILLO JOSE 2121 S BEARTOOTH WY MERIDIAN ID .7200- 0165 -09 TOON WILLIAM B +WENDY L 4665 S 160TH ST TUKWILA WA .7200 - 0180 -00 WHITHEAD MARY ELLEN 13335 56TH S SEATTLE WA .7200 - 0190 -08 BOECHLER DWIGHT MERCADO ELDA 13340 56TH AVE S TUKWILA WA 17200- 0205 -01 THORNTON RALEIGH J 13328 56TH AVE S TUKWILA WA .7200- 0215 -09 ALBRITTON JONETH C 13312 56TH AVE S SEATTLE WA 000300 - 0115 -09 HIC I LLC PO BOX 700 98168 MERCER ISLAND WA 98040 140444 217200 0110 - 05 37C010 TINGLEY BRYCE K +CHRISTI'HE M370400 PO BOX 398 98178 AUBURN WA 98071 202400 98178 217200- 0126-07 1 0777 WHITEHEAD MARY ELLEN 13335 56TH AVE S 98168 i SEATTLE WA 217200- 0140 -09 COLLINGW000 KEITH GORDON 1N1507 PO BOX 84043 98178 SEATTLE WA 98124 220223 217200 - 0150 -06 710937 PENOR CHARLIE P JR+HELEN C 429999 6304 33RD AV S 98178 SEATTLE WA 98118 217200- 0160 -04 3N9999 WHEATON GERALD A JR +JANE 429999 13361 56TH AVE S 83642 TUKWILA WA 98178 217200- 0175 -07 220699 MILLER KEITH L +ROBERTSON SU259999 13354 56TH AV S 98188 TUKWILA WA 98178 1N9800 98178 835027 98178 903592 98178 7N3088 98178 217200 - 0120 -03 GRAVES J L 13327 56TH S SEATTLE WA 217200- 0195 -03 MILLER BRIAN E 13336 56TH AVE S TUKWILA WA 217200 - 0210 -04 FINN SANORA L 13324 56TH AVE S SEATTLE WA 217200 - 0185 -05 AKERS EDDIE C BARBARA PO BOX 1048 GRAHAM WA 249999 002006 98178 C0779 98168 • • 1 222216 98338 :g 43C008 98178 r >, 714082 98178 ********* ** * * *** * * * * * * *#** * * * * * * **** * * *t ******* * * ** * * ** **** ** ** **** *** ** * ** * ** * BATCH NUMBER CY ‘`"" * CUSTOMER NAME AHBL -0 DENNISON f,..pf. *fffs ffff *.4 ...... 000300- 0004 -03 TUKWILA INTERURBAN INVEST 842039 JOHN STRANDER PO 80X 88636 TUKWILA WA 98188 000300- 0028 -05 THORP PROPERTIES INC 317 KENNEBECK AVE S 4302 KENT WA 000300- 0038 -03 STRANDER JOHN C 415 W MERCER #703 SEATTLE WA 000300- 0044 -05 STATE OF WASHINGTON HWY ADM BLDG K -F -01 OLYMPIA WA 000300 0053 - 03 STATE OF WASHINGTON HWY ADM BLDG K -F -01 OLYMPIA WA 920003 98031 331234 98119 109800 98504 109800 98504 COMMENT' 000300 - 0026 - 07 KING COUNTY 500 K C AOMIN BLDG SEATTLE WA 000300- 0032 -09 CITY OF SEATTLE CITY PM 4230414 -2 -301 700 5TH AVE #2808 SEATTLE WA 000300 - 0039 -02 KING COUNTY 500 K C ADMIN BLDG SEATTLE WA 000300 - 0049 - 00 TUKWILA CITY OF 6200 SOUTHCENTER BLVD TUKWILA WA 000300 - 0065 - 09 DUNNING CRAIG R +COLLEEN L 5330 S 136TH ST TUKWILA WA 840358 98104 LIGHT 880023 98104 001718 98104 180467 98186 779999 98168 *********************** **** * * ** * *- * * ** ** * * * * * * * * ** * *** * ** ** *2 * BATCH NUMBER CY COMMENTS * CUSTOMER NAME AH8L -0 DENNISON * 4. F* F FF F F F F FF FF F F F F F FFF F F F F F FF f f F F F F F* 4 000300- 0004 -03 000300 - 0026 - 07 TUKWILA INTERURBAN INVEST 842039 KING COUNTY 840358 JOHN STRANDER 500 K C ADMIN BLDG PO BOX 88636 SEATTLE WA 98104 TUKWILA WA 98188 000300 - 0028 -05 THORP PROPERTIES INC 317 KENNEBECK AVE S #302 KENT WA 000300 - 0038 -03 STRANDER JOHN C 415 W MERCER #703 SEATTLE WA 000300- 0044 -05 STATE OF WASHINGTON HWY ADM BLOG K -F -01 OLYMPIA WA 000300- 0053 -03 STATE OF WASHINGTON HWY ADM BLDG K -F -01 OLYMPIA WA 000300 - 0066 -08 PAINTER EVA M 13526 53R0 AVE SO SEATTLE WA 217200- 0105 -02 BOLGEN RICKEY FINN 13315 56TH AVE S TUKWILA WA 920003 98031 331234 98119 109800 98504 109800 98504 140444 98168 37C010 98178 000300- 0032 -09 CITY OF SEATTLE CITY LIGHT 880023 PM #230414 -2 -301 7005TH AVE #2808 SEATTLE WA 98104 000300 - 0039 -02 KING COUNTY 500 K C ADMIN BLDG SEATTLE WA 000300 - 0049 -00 TUKWILA CITY OF 6200 SOUTHCENTER BLVD TUKWILA WA 000300 - 0065 -09 DUNNING CRAIG R +COLLEEN L 779999 5330 S 136TH ST TUKWILA WA 98168 000300- 0115 -09 HIC I LLC PO BOX 700 MERCER ISLAND WA 98040 001718 98104 180467 98188 249999 217200 - 0110 -05 TINGLEY BRYCE K+CHRISTINE M370400 PO BOX 398 AUBURN WA 98071 FLICK KEITH 13325 56TH AVE S TUKWILA WA 217200- 0125 -08 WHITEHEAD MARYELLEN 13335 56TH S SEATTLE WA 217200 - 0130 -01 DAVIS AUDREY J 13341 56TH AVE S SEATTLE WA 217200 - 0145 -04 TONGUE ROY A +HARRIET M 710937 13347 56TH AVE S TUKWILA WA 98178 217200- 0155 -01 CASTILLO JOSE 2121 S BEARTOOTH WY MERIDIAN ID 217200- 0165 -09 TOON WILLIAM 8 +WENDY L 4665 S 160TH ST TUKWILA WA 217200- 0180 -00 WHITHEAD MARY ELLEN 13335 56TH S SEATTLE WA 217200- 0190 -08 BOEC HLER DWIGHT MERCADO ELDA 13340 56TH AVE S TUKWILA WA 217200- 0205 -01 THORNTON RALEIGH J 13328 56TH AVE S TUKWILA WA 217200 - 0215 -09 ALBRITTON JONETH C 13312 5oTH AVE S SEATTLE WA 202400 98178 217200 - 0126 - 07 0777 WHITEHEAD MARY ELLEN 13335 56TH AVE S 98168 SEATTLE WA 220223 98178 3N9999 83642 220699 98188 1N9800 98178 83S027 98178 903592 98178 7N3088 98178 'Lf[uU- U1ZU -U3 GRAVES -' L 13327 ) S SEATTLE WA 217200 - 0140 -09 COLLINGW000 KEITH GORDON PO BOX 84043 SEATTLE WA 00Z006 98178 C0779 98168 1N1507 98124 217200- 0150 -06 PENOR CHARLIE P JR +HELEN C 429999 6304 33R0 AV S SEATTLE WA 98118 217200- 0160 -04 WHEATON GERALD A JR +JANE 429999 13361 56TH AVE S TUKWILA WA 98178 217200- 0175 -07 MILLER KEITH Li-ROBERTSON SU259999 13354 56TH AV S TUKWILA WA 98178 217200- 0185 -05 AKERS EODIE 6 BARBARA PO BOX 1048 GRAHAM WA 217200 - 0195 -03 MILLER BRIAN E 13336 56TH AVE S TUKWILA WA 217200- 0210 -04 FINN SANDRA L 13324 56TH AVE S SEATTLE WA 222216 98338 43C008 98178 714082 98178 Map Ref. Number Parcel Number Address Phone 107 0003800002 BNSF RWY Property Tax Dept 731900 1700 E Gulf Rd #400 Schaumburg, IL 60173 108 0003800003 BNSF RWY Property Tax Dept 731900 1700 E Gulf Rd #400 Schaumburg, III 60173 109 0003800003 BNSF RWY Property Tax Dept PO Box 981089 Fort Worth, TX 76161 110 0004800013 Yellow Freight System Inc 10990 Roe Ave Overland Park KS 66211 111 0004800016 City of Tukwila 6200 South Center Bldg Tukwila WA 98188 112 0004800018 Strander, Louise M PO Box 88636 Tukwila, WA 98138 206 242 -2253 113 0004800019 Strander, Louise M PO Box 88636 Tukwila, WA 98138 114 0179002155 Ladines, Dean 12522 51 PI South Tukwila, WA 98178 115 0179002160 Ladines, Dean 12522 51 PI South Tukwila, WA 98178 116 0179002195 Hutchinson, John L 830 Hearthstone Drive Boise, ID 83702 208 345 -7734 117 0179002230 Erickson, John 12560 51 PI South Seattle, WA 98178 206 763 -6437 118 0179002251 Codiga, James A 12529 50 Ave South Seattle, WA 98178 119 0179002255 Codiga, James A 12529 50 Ave South Seattle, WA 98178 120 0179002370 Stow, Gary PO Box 98280 Des Moines, WA 98198 121 0179002385 Helde, Karen A 12537 51 PI South Tukwila, WA 98178 206 762 -2308 122 0179002400 Helde, Shirley + Heide, Karen PO Box 91 Clinton, WA 98236 123 0179002410 Codiga, James A 12529 50 South Seattle, WA 98178 124 0179002425 Codiga, James A 12529 50 South Seattle, WA 98178 125 0179002430 Codiga, James A 12529 50 South Tukwila — Foster Point Improvements 201142.30 Seattle, WA 98178 126 0179002435 City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 127 0179002450 Codiga, James A 12529 50' South Seattle, WA 98178 128 0179002464 Hutchinson, John L 830 Hearthstone Drive Boise, ID 83702 208 345 -7734 129 0179002469 Codiga, James A 12529 50 South Seattle, WA 98178 130 0179002501 Codiga, James A 12529 50 South Seattle, WA 98178 131 0179002545 Morrison, Edna Ida 12556 50 PI South Tukwila, WA 98178 206 762 -8867 132 0179002560 Mathison Lester W 12556 50 PI South Tukwila, WA 98178 133 0179002575 Davidson Alice E 12546 50 PI South Seattle, WA 98178 206 762 -8889 134 0179002600 Serafica, Felipe M 12542 50TH PL South Seattle, WA 98178 135 0179002950 City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 136 0179002952 City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 137 0182000005 Union Pacific Railroad Attn Billings Jim 1416 Dodge St #325 Omaha, NE 68179 138 0182000310 Lafranchi, Fulvio S 3611ISt NEE S Aubum, WA 98002 139 0182000311 Minalia, Frank 5510 S 129 Seattle, WA 98178 140 2172000420 Castagno Gary 10559 14 South Seattle, WA 98168 141 2172000428 Empire Way Associates II LI6N1484 12501 Bel -Red Road, Ste 106 Bellevue, WA 98005 i City of Tukwila Department of Public Works James F. Morrow, P.E., Director MEMO To: Brandon Miles, DCD Mike Cusick, Public Works Engineering Date: May 6, 2004 Subject: Unclassified Use Permit for Foster Point Lift Station On February 12, 2004, Tukwila Public Works Department held a public forum at the Tukwila Community Center to discuss the Foster Point and Allentown neighborhoods revitalization projects with the residents of the two areas. Area citizens were notified of the meeting by a mass mailing and the Public Works portable signboard parked on 42' Avenue South near the Community Center. The mass mailing was more than 500 feet outside of the two affected neighborhoods. Public Works staff answered questions for 56 residents who attended the meeting. This public forum should fill the requirement of meeting for the unclassified use permit. MC:Iw (P:Laurie - Admin/Mike/memo050604 Memo Brandon Miles 050604) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 - 3665 Address City of Tukwila Public Works Allentown Phase H & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments `J 4 53 435." -TiZ yip 9‘)-S� ee �'81�C. a06 SLit l6d'I :_z\C. R--EINW --6 GTE:VC_ iliATT l a.C) -O Lf 2 =' AVE S- 98/68 X 6-767 638t{ p r 1 1 g 53- 4- . . . ddit rne3 Ago 4 //,_ s ,e, /225v , f-Z' ,S , 20,-763 - - e g Joie,- Fe(- s 1 l g7 i,z,_ Q- Ave 206 _ 76 7 _ 6‘ Q -c i li 5-}' pl‹ Address City of Tukwila Public Works Allentown Phase H & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments i ' l L E - l e I A a h 111 t' 3 2 Q 4 ■1/ Su ,,2e(4-- 24 3-) e n 4 , aN /1 r. ✓-- /3d/3 S6/./4 So 4e6 jq� 2-s'S/ it/ A/ /I-L — / ? ?j >- IS S 0 r. 5 \f a\ 1, L4 z1I r.L9 131-//r_ -07 . Prn&A 0 .206 7c? 8 -8 7 / 1- s e t &-. ‘-J6--441 t , j 13335 c7 so Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments Name Haaress ( n.v, - M!L,.∎„ 1 � 2 i 1-/4 cl Si Z 7 c-t - `1 3 L-( W 5 �, e_/ = (" c, � 1^\ o�j / 1. JO II/ L; ( 31— 5 (�rN 4 tie S 71)K �u r Li 4 , Le/4 ,106 a`f 3 C c y< ,------- �� ��wt ` z / Z'` ;-JL 7� 878 4 Rax v\zL, 130 5LILIA.\ —1677-.3)s--) C 1 7 O \ LLLQ Pi'? S 4 c S. aico 2` .37 b Pv.i L316-)11/1/\,, ( A sue' za 17 jc /-63 -K ow /VO °N c i 2 N ,��z P7 City of Tukwila Public Works Allentown Phase I1 & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Questions /Comments A th:14.0 clec-acp, 5 A-140, Any ve3r.. a lid - ..1 ,,t-ad.1 C24' " iti,friv. / ., ( ., .--- 7) S / 339 17- 16--;zw-q7 `• - if -- - _ Nekt'tak- / 50 lig .e; - 9f)63 / 3Y3 ee - tOl'Ci - I 0 cxfLa> C " t — 71 3_1 -//s , / 7z- , 3 6 /' ',. / g 4/4 :3 ,,,,06-- i . )7 ,-, , t-5 s Q.s Name Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions/Comments KtLreA 2, Mar 6 � 2 `` o i (\o-fbcYL'n Z kS�� Dt -►"e..i 0 (,\E" kJA tr z.0 '-G/5 J4cK5 0ti, 7(S - - /93 O CvM. = /c c 1/2-t - /5 C' (.. }rL CV ii 7 Z7 e L./ ,NG 7 t fr -7Z - a)/ / D C:- CO 0Y/ c /ni N i 5 3 5 /o2 S T 3 ! E7 i y / / 1 ' /z9 A'0 Ye G 3 5 d. / zs 7G 2 - 4 7 1 0 9S ,j/U9 __ °4-7,g .o // /o 3 O- '54:).M d aa.- ,.. - Y3 -°."F`l i _L e__-- ,.9., ‘1 MIWAEL. & SAVi Aye- e iai 1),C) 54 `f " /: s .2- - 898 - 1 Name 1 Address - P N Y V ∎ (- -∎ 14 - City of Tukwila Public Works ""` �� ri Allentown Phase 11 & Foster Point Sewer Project t ? �e� e Open House 2/12/04 Sign In Sheet 5 motesx-1 Za`o Questions gri Phone # &- T / /5560-c $ 3S 4981 ( -P+ 1 4 0 —MC - S. ( 176 - a 7 '� Nam Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments / 56 'id 1)/31 1/Z/4 , j 6,) 7 G 3 "ls7 a� : /1\(t( mac..\ �ta\oul v (.G10 I v■6 1. / r 'J2 � S. I7i , 9r1 - 4 Name Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments Name f Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments (11 ass 5 I2L St 26c- 2. 3`t - 2 Name f Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments 7)d /t� J ///v b WS C',) /c76 3 47 S / 1 - e 763, 5z.3 y o � �' (r�, C law ,,,,coy. eti■0 . 4 42- lie ,4,11,►,vSe - b sa ,4,.11.44r z Iv( des)(".. 2 6 ,iz ply ' . l7o d 5, ril /2522 5e7P2 s a 7‘Z-X97 .44z �tlEi9TG►� 33 �l - S(� •���- S all 0s23 <7 c��t .S i` �� �L y G't f1 ( n ; 1 - e Coc. S .1 - L�- / 3 9 1/ PAL i F/ c ��'cc��' S 0 ) 0 C d o t l o t o At‘AAAL S ' T.:Xt. v1"- DU t/I ? 3 � 4 2 4/e �� i43 -1° 37 (/ � ). ye -94 <3 Name Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments x/ /3/0 y �- -�-, r3 :1 1' Ze►(er 133 09 56 Alpe. S 5 1c� � ii v r 1 eo i e__ . Marv. � - t -cr ‘3o03 51 14 cp o l ci - l , 501t321-4) //g / e) '/44 SD 76 ( fCi D ■ 16 9 :1 1303( 6 =" hue_ 5, a 373 a / ' /5)2' 5e.#777/4„..)6 • , 52z. 22.5 W,2 ,4901,.° X 7 0 5. /c.e 57: Name Address City of Tukwila Public Works Allentown Phase II & Foster Point Sewer Project Open House 2/12/04 Sign In Sheet Phone # Questions /Comments Phone: (360) 825 -1631 Fax: (360) 825 -1672 From: Lindie Schmidt [lindie.schmidt @wadnr.gov] Sent: Wednesday, August 14, 2002 12:18 PM To: ODennison @AHBL.com Subject: RE: City of Tukwilla Sewer Force Main If you are going over the Foster Bridge, it is the DNR's management area. Lindie Schmidt Aquatics Land Manager DNR South Puget Sound Region 950 Farman Ave. North Enumclaw, WA 98022 -0068 >» Owen Dennison <ODennison @AHBL.com> 08/14/02 11:20AM »> Lindie: Thanks, again, for your assistance. Have you determined that the area falls under the DNR's jurisdiction rather than the Port's? Owen J. Dennison, AICP AHBL, Inc. 316 Occidental Avenue South, Suite 320 Seattle, WA 98104 phone: 206 - 267 -AHBL (2425) fax: 206 - 267 -2429 odennison @ahbl.com Original Message From: Lindie Schmidt [ mailto :lindie.schmidt @wadnr.gov] Sent: Wednesday, August 14, 2002 11:02 AM To: Odennison @AHBL.com Subject: City of Tukwilla Sewer Force Main Hello Owen, Regarding an easement for the bridge. There is an easement, No. 51 046343, for the Foster bridge which connects the Interurban Ave and 52nd Ave. South intersection with 56th Ave. South. Attached is the Department of Natural Resources application form. Please complete the form and return it with the $25 application fee. You will also be asked to provide: 1) All relevant permits 2) Sepa Checklist and determination 3) A complete project description including; size of the force main, installation methods, construction time frames. equipment to be used, etc. 4) Maintenance and Spill Response Plans 5) Estimate of life expectancy of the improvements 6) The service area and capacity of the line to service the utility district. Estimates on when an upgrade to the system will occur should such an upgrade be anticipated within the next 30 years. 7) Signature Authority. Name and title Lindie Schmidt Aquatics Land Manager DNR South Puget Sound Region 950 Farman Ave. North Enumclaw, WA 98022 -0068 Phone: (360) 825 -1631 Fax: (360) 825 -1672 DATE OF ISSUE: July 19.2004 HYDVAULIC PROJECT APPROVE RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW RECEIVED State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 JUL 2 1 2004 LOG NUMBER: ST- G1559 -01 TUKWILA PUBLIC WORKS PERMITTEE City of Tukwila Department of Public Works ATTENTION: Mike Cusick 6300 Southcenter Boulevard Tukwila, Washington 98188 -2545 206 - 433 -0179 Ext. 1641 AUTHORIZED AGENT OR CONTRACTOR Not Applicable PROJECT DESCRIPTION: Replace Fixed Permanent Fresh Water on Bed Angular Rock Flow Control Structure Outfall Without Screen and Mitigate with New Fixed Permanent Wood Raw Habitat Large Woody Material PROJECT LOCATION: South of the corner of South 133' Street and 57 Avenue South, Tukwila, Washington 47.48424 North Latitude, 122.26400 West Longitude WRIA WATER BODY TRIBUTARY -TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 1 09.0001 Green River Puget Sound NW 14 23 North 04 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin immediately and shall be completed by January 1, 2009, provided that installation of the outfall and large woody material shall occur only between June 16 and August 15. 2. Work shall be accomplished per plans and specifications entitled, "FOSTER POINT. WATER, SEWER AND ROADWAY IMPROVEMENTS ", dated March 8, 2004 and "LOG ANCHOR DETAIL ", dated June 30, 2004, submitted to WDFW, except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220 -110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below shall be contacted at least three working days prior to start of work, and again within seven days of completion of work to arrange for compliance inspection. 4. To mitigate for project impacts on fish life, installation of large woody material is required. This material shall be installed at the toe of the riverbank per the "LOG ANCHOR DETAIL" submitted with the application and shall consist of coniferous logs with root wads with all primary roots intact, each a minimum of 20 feet long and 24 inches diameter at breast height. This material shall be securely anchored in a manner to withstand a 100 year flood event. 5. The outfall structure shall be constructed to prevent the entry of fish. Page 1 of 4 HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW 6. The river bank at the point of the discharge shall be armored to prevent scouring. SEPA: DNS by City of Tukwila, final July 8, 2004 APPLICATION ACCEPTED: July 9, 2004 Page 2 of 4 State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 DATE OF ISSUE: July 19. 2004 LOG NUMBER: ST- G1559 -01 7. Excavation for the placement of the structure or armoring materials shall be isolated from the wetted perimeter. 8. Alteration or disturbance of the banks and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of outfall installation, all disturbed bank areas shall be protected from erosion using vegetation or other means. Prior to the start of the fast January March 1 following outfall installation, the disturbed buffer areas shall be planted with native willow or red osier dogwood live stakes a maximum of three feet on center. Plantings shall be maintained as necessary for three years to ensure 80 percent or greater survival. 9. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), operations shall cease and the WDFW AHB listed below and Washington Department of Ecology at (425) 649 -7000 shall be contacted immediately. Work shall not resume until further approval is given by WDFW. 10. Erosion control methods shall be used to prevent silt -laden water from entering the river and/or any wetlands associated with the river. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel - filled burlap bags or other material, and/or immediate mulching of exposed areas. 11. Prior to starting work, the selected erosion control methods shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 12. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 13. If high flow or adverse weather conditions that may cause siltation are encountered during this project, work shall stop until the flow subsides or weather improves. 14. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment - laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river and/or associated wetlands. ENFORCEMENT OFFICER: Livezey 116 [P2] Larry Fisher (425) 649 -7042 0-1 :4 . ._. for Director Area Habitat Biologist WDFW lanhiagan Departmad FISH ad WILDLIFE This HPA does not authorize trespass. HYDRAULIC PROJECT APPROVAL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW GENERAL PROVISIONS APPEALS - GENERAL INFORMATION Page 3 of 4 State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 DATE OF ISSUE: July 19.2004 LOG NUMBER: ST- G1559 -01 This Hydraulic Project Approval (HPA) pertains only to the provisions of the Fisheries Code (RCW 77.55 - formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. The person(s) to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.170. IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220 -110 -340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.110, 77.55.140, 77.55.190, 77.55.200, and 77.55290: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department offish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091 and shall be RECEIVED by the Department within 30 -days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220 - 110 -350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: HYDRAULIC PROJECT APPROVA RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 DATE OF ISSUE: July 19.2004 LOG NUMBER: ST- G1559 -01 (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30 -days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110, 77.55.200, 77.55.230, or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of a HPA, or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259 -04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459 -6327. D. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO CHAPTER 393, LAWS OF 2003: A person who is aggrieved or adversely affected by the denial or issuance of a HPA, 9r the conditions or provisions made part of a HPA may request a formal appeal. The FORMAL APPEAL shall be in accordance with the provisions of Chapter 393. The request for FORMAL APPEAL shall be in WRITING to the Environmental and Land Use Hearings Board. E. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 Agency Reference #: Circulated by: AGENCY USE ONLY (local govt. or agency) Date Received:_ JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (JARPA) (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK ❑ I am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish & Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS — You must submit any comments on these projects to WDFW within 15 working days. Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ® Local Govemment for shoreline: ® Substantial Development ❑ Conditional Use ❑ Variance ❑ Exemption ❑ Revision Floodplain Management ❑ Critical Areas Ordinance ® Washington Department of Fish and Wildlife for HPA (Submit 3 copies to WDFW Region) ❑ Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits (to Regional office - Federal Permit Unit) IS Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification ® Corps of Engineers for. ❑ Section 404 ® Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish & Wildlife Service or National Marine Fisheries Service for Endangered Species Act (ESA) Consultation SECTION A - Use for a/ /permits covered by this application. Be sure to ALSO complete Section C (Signature Block) for all permit applications. 1. APPLICANT City of Tukwila, Department of Public Works (Contact: Michael Cusick) MAILING ADDRESS 6300 Southcenter Boulevard Tukwila, WA 98188 -2545 WORK PHONE (206) 433 -0179 X 1641 E -MAIL ADDRESS mcusick @ci.tukwila.wa.us HOME PHONE N/A FAX 0 (206) 431 -3665 If an agent is acting for the applicant during the permit process, complete #2. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 1 of 4 2. AUTHORIZED AGENT AHBL, Inc., (Contacts: Brad Medrud) MAILING ADDRESS 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 WORK PHONE (206) 267 -2425 E-MAIL ADDRESS bmedrud @ahbl.com HOME PHONE N/A FAX* (206) 267 -2429 3. RELATIONSHIP OF APPLICANT TO PROPERTY: El OWNER 0 PURCHASER 0 LESSEE 0 OTHER: Jurisdiction providing utility service (water, sanitary sewer, and storm drainage) 4. NAME, ADDRESS, AND PHONE NUMBER OF PROPERTY OWNER(S), IF OTHER THAN APPLICANT: N/A 5. LOCATION (STREET ADDRESS. INCLUDING CITY, COUNTY AND ZIP CODE, WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) Interurban Avenue South, South 130 Place, 50 Place South, and those portions of 56 Avenue South, South 133 Street, 57 Avenue South, and Pamela Drive within the Foster Point Neighborhood, Tukwila, King County, Washington 98188 LOCAL GOVERNMENT WITH JURISDICTION (CITY OR COUNTY) City of Tukwila ATERBODY Duwamish River TRIBUTARY OF N/A WRIA # g Y. SECTION NW SECTION 14 TOWNSHIP 23 North RANGE 4 East GOVERNMENT LOT N/A SHORELINE DESIGNATION Urban LATITUDE & LONGITUDE IF KNOWN: Latitude 47° 29' 30" Longitude 122° 15' S0" ZONING DESIGNATION LDR (Low Density Residential) east of the Duwamish River and Commercial Light Industrial (C /LI) between the Duwamish River and Interurban Avenue South AX PARCEL NO: N/A ONR STREAM TYPE. IF KNOWN Not known . 6. DESCRIBE THE CURRENT USE OF THE PROPERTY, AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON IS PROPERTY, INDICATE MONTH AND YEAR OF COMPLETION. The proposed project is primarily within dedicated public streets. Except for the South 133` Street right of way southeast of 57 Avenue South, which is entirely unimproved, and Pamela Drive, which is marginally improved with gravel, the subject rights of way are paved. Apart from utility infrastructure and the 56 Avenue South bridge, no structures exist within the rights of way. Existing infrastructure within the developed rights of way probably occurred over time in piecemeal fashion. No dates of completion for separate elements are known. • sanitary sewer lift station is proposed outside of the right of way, and outside of the 200 -foot shoreline area. The property proposed for the lift station is currently vacant. • sanitary sewer force main is proposed to exit the 56 Avenue South right -of -way south of the bridge. A portion of the alignment is proposed to pass through a developed public area northwest of the bridge entrance. IS THE PROPERTY AGRICULTURAL LAND? 0 YES ® NO ARE YOU A USDA PROGRAM PARTICIPANT? 0 YES El NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARO OF THE ORDINARY HIGH WATER MARK OR LINE, INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT, DESCRIBE &U. WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. The proposal includes several elements: Replacement of existing water mains, installation of sanitary sewer lines, including a force main, installation of stormwater catch basins, installation of water quality units, relocation of existing stormwater lines, in kind replacement of an existing stormwater outfall as maintenance, construction of a sanitary sewer lift station, paving a new roadway in an existing dedicated road right of way including curb, gutter and sidewalk improvements. Following utility construction, existing roadways will be repaved with asphalt. Construction within the developed rights of way to replace or install utility lines will involve trenching; import of bedding material, if necessary; installation of the utility facilities; backfilling the trench with the excavated material; and repaving of the roadway. The street improvements will include creating asphalt wedge curbs to channel surface water runoff. The 56 • venue South bridge crossing for the proposed force main will be accomplished by attaching the main to the underside of the pedestrian walkway along the edge of the bridge. The proposed main will run beside, and not lower than, the main structure of the bridge, except for an understructure crossing at the west end of the bridge. Construction of Pamela Drive will include installation of utility lines, grading, installation of roadbed materials and paving. The pavement will include asphalt wedge curbs. The majority of the right of way for Pamela Drive is within 200 feet of the Duwamish River shoreline. Disturbed areas will be landscaped with native vegetation immediately following construction. The stormwater outfall extending from 133rd Avenue South will be replaced to match the existing alignment, slope and size of pipe. The work will require a trench six feet deep and three feet wide from the existing storm drain manhole 1436, as shown on Figure C1.04 of the accompanying plan set, to the existing outfall location. 113 cubic yards of material will be removed JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 2of4 and replaced. Standard erosion control measures will be followed, including silt fencing, hydroseeding and minimizing the time of construction to limit the exposure of soil along the river. Existing rock armor on the bank will be removed prior to construction and replaced along with additional quarry spalls pf 16 inches to 24 inches as necessary to achieve the existing elevation. There will also be a new stormwater line installed in the northern portion of the project adjacent to South 130 Street. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. he intent of the upgrades is several fold. Sanitary sewer facilities will be installed to minimize the risk of ground and surface ater contamination from septic systems and to prevent potential transport to the Duwamish River. A lift station and force main are necessary to convey effluent from the Foster Point neighborhood, due to the elevation of the neighborhood and the need to cross the river. Water system facilities improvements are necessary to increase capacity by upsizing and looping the lines. The storm system is proposed for upgrade with additional catch basins, as the current system is inadequate to capture and convey much of the existing runoff from impervious surfaces. Stormwater line replacements are due to poor structural condition. The quarry spalls at the outfall are intended to dissipate energy of the stormwater entering the Duwamish and thereby reduce erosion and sedimentation. he street improvements to existing developed roads are proposed for normal street maintenance, as well as repair of damage to the roadway resulting from the utility trenching activities. The street improvements will also allow the creation of curbs to retain surface water within the roadway and convey it to catch basins. Construction of Pamela Drive is necessary to make the roadway more consistent with the City's roadway standards, and to allow the installation of utilities, including surface water facilities. 7e. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE. WATER QUALITY. WATER SUPPLY, RECREATION. and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID. MINIMIZE. AND MITIGATE DETRIMENTAL IMPACTS. AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. he characteristic uses of the Duwamish River are recreation, fish and aquatic life habitat, scenic open space, and surface ater conveyance. These primary uses are not anticipated to be detrimentally affected by the proposed construction activities. As noted, the sanitary sewer and surface water improvements are intended to reduce contamination, erosion, and edimentation impacts to the river. Proposed actions to avoid, minimize and mitigate detrimental impacts include implementation of appropriate temporary erosion and sedimentation control plans consistent with water quality standards, minimizing the area of impacts to vegetation, and replanting disturbed areas with native vegetation. PREPARATION OF DRAWINGS: SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST = EATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE, BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 84/2 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 8. WILL THE PROJECT BE CONSTRUCTED IN STAGES? 0 YES ® NO PROPOSED STARTING DATE: June, 2004 ESTIMATED DURATION OF ACTIVITY: 150 days 9. CHECK IF ANY STRUCTURES WILL BE PLACED: 0 WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS; AND/OR IEWATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS • sanitary sewer force main will cross the Duwamish River attached to the existing structure of the 56 Avenue South bridge. The force main will be attached to the underside of the sidewalk portion of the bridge, beside the primary bridge structure. The proposed improvement will not decrease the passage space beneath the bridge. 10. WILL FILL MATERIAL (ROCK. FILL, BULKHEAD, OR OTHER MATERIAL) BE PLACED: O WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES. VOLUME (CUBIC YARDS) /AREA (ACRES ® WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES. VOLUME : UP TO 2 CUBIC YARDS / AREA: 0.0013 ACRES Riprap is currently on the river bank at the existing stormwater outfall extending from the South 113 Street right -of -way. Replacement of the existing stormwater line to the outfall will involve salvage of the existing riprap. Following replacement of the stormwater line, the riprap will be reconstructed at its current location. Additional riprap will be imported as necessary to achieve the original elevation. There will also be a new stormline installed in the northern portion of the project. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 3 of 4 11. WILL MATERIAL BE PLACED IN WETLANDS? 0 YES ® NO IF YES: A. IMPACTED AREA IN ACRES: B. HAS A DELINEATION BEEN COMPLETED? IF YES, PLEASE SUBMIT WITH APPLICATION. ❑ YES ❑ NO C. HAS A WETLAND REPORT BEEN PREPARED? IF YES. PLEASE SUBMIT WITH APPLICATION. ❑ YES ❑ NO D. TYPE AND COMPOSITION OF FILL MATERIAL (E.G., SAND. ETC.): E. MATERIAL SOURCE: _ F. LIST ALL SOIL SERIES (TYPE OF SOIL) LOCATED AT THE PROJECT SITE. & INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS): 12. WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑ YES 0 NO IF YES, IMPACTED AREA IS _ ACRES. 13. WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? 0 YES ONO IF YES: A. VOLUME: (CUBIC YARDS) /AREA (ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED: _ C. DISPOSAL SITE FOR EXCAVATED MATERIAL: D. METHOD OF DREDGING: 14. HAS THE STATE ENVIRONMENTAL POLICY ACT (SEPA) BEEN COMPLETED? ❑ YES ® NO SEPA LEAD AGENCY: City of Tukwila SEPA DECISION: DNS. MDNS, EIS. ADOPTION. EXEMPTION DECISION DATE (ENO OF PERIOD): SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15. LIST OTHER APPLICATIONS, APPROVALS, OR CERTIFICATIONS FROM OTHER FEDERAL. STATE OR LOCAL AGENCIES FOR ANY STRUCTURES, CONSTRUCTION. DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION (1.5.. PRELIMINARY PLAT APPROVAL HEALTH DISTRICT APPROVAL. BUILDING PERMIT. SEPA REVIEW, FEDERAL ENERGY REGULATORY COMMISSION LICENSE (FERC), FOREST PRACTICES APPLICATION. ETC.) ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? SEPA Review City of Tukwila No Shoreline Development Permit City of Tukwila No Construction Permit City of Tukwila No Right -of -Way Permit City of Tukwila No Hydraulic Project Approval Dept. of Fish and Wildlife No Aquatic Resources Use Authorization Notification Dept. of Natural Resources No Section 10 Permit Corps of Engineers No Flood Control Zone Permit City of Tukwila No 16. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? ❑ YES El NO IF YES. EXPLAIN: Eng p 17. TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT, INCLUDING MATERIALS, LABOR. MACHINE RENTALS. ETC. The estimated cost of the proposed improvements is $1,535,000. 18. LOCAL GOVERNMENT WITH JURISDICTION: City of Tukwila 19. FOR CORPS. COAST GUARD. AND DNR PERMITS, PROVIDE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS, LESSEES. ETC.. PLEASE NOTE: SHORELINE MANAGEMENT COMPUANCE MAY REQUIRE ADDITIONAL NOTICE - CONSULT YOUR LOCAL GOVERNMENT. . NAME ADDRESS PHONE NUMBER See attached list - Use for Shoreline and Corps of ineers ermits only: JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 4 of 4 - Use for Shoreline and Corps of ineers ermits only: JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 4 of 4 20. APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. 1 CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION, AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, SUCH INFORMATION IS TRUE. COMPLETE. AND ACCURATE. 1 FURTHER CERTIFY THAT 1 POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVmES. 1 HEREBY GRANT TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE, THE RIGHT TO ENTER THE ABOVE - DESCRIBED LOCATION TO INSPECT THE PROPOSED. IN PROGRESS OR COMPLETED WORK. 1 AGREE TO START WORK ONLY AFTER ALL NECESSARY PE - MITS HAVE BEEN RECEIVED. SIGNATURE OF APPL ANT OR '`A• AG IQ Peo,er I'-'A C jja a ,t -G�i^ , 7 cJ c.L.+t r...4 DATE /� // �// Z !G e/ 1 HEREBY DESIGNATE THAT IF A FEDERAL PERMIT IS ISSUED, TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER (EXCEPT PUBLIC ENTITY LANDOWNERS. E.G. ONR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT, IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0 §1001 provides that: Whoever. in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies. conceals. or covers up by any trick, scheme. or device a material fact or makes any false. fictitious. or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false. fictitious. or fraudulent statement or than entry. shall be fined not more an 510.100 or imprisoned not more than 5 years or both. ECT/DN C - Thls section MUST be completed for a pe rmit c overed b this a pp lication COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, floodway, delta; type of beach, such as accretion, erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any:) B. In the event that any of the proposed buildings or structures will exceed a height of thirty -five feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential, that will have an obstructed view: C. If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use, or, in the case of a variance, from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs, please contact the appropriate agency in the instructions. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 5 of 4 1 1 "1" WASHINGTON JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) INSTRUCTIONS, SAMPLE DRAWINGS & AGENCY CONTACTS NOTE: DO NOT SUBMIT this Section with your application. This Joint Application may be used to apply for Hydraulic Project Approvals, Shoreline Management Permits, Approvals for Exceedance of Water Quality Standards, Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings, prepared in accordance with the drawing guidance to the appropriate agencies. _ When applvinq. you do NOT need to send copies of the instructions. Remember, depending on the type of project you are proposing, other permits may be required that are not covered by this application. Qv Use the following list to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are attached. IF ANY OF THE BOXED ITEMS LISTED UNDER A PERMIT TITLE BELOW APPLY TO YOUR PROJECT, THEN YOU MUST CHECK THE BOX FOR THAT PERMIT ON THE TOP OF PAGE ONE OF THE JARPA FORM. Complete Sections A & C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits (see attached drawing guidelines for drawing requirements). al Hydraulic Protect Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work, that: • will use, divert, obstruct, or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line (e.g., activities outside the ordinary high water line that will directly impact fish life and habitat, falling trees into streams or lakes, etc.). Shoreline Substantial Development. Conditional Use. Variance Permit. or Exemption from Local Govemment (under the Shoreline Management Act, 90.58 RCW;) required for work or activity in the 100 -year floodplain, or within 200 feet of the ordinary high water mark of Shorelines of the State (check with your local government); and which includes any one of the following: • dumping; • drilling; • dredging; • filling; • placement or alteration of structures (whether temporary or permanent); or • any activity which substantially interferes with normal public use of the waters regardless of cost. ❑ Floodplain Management Permits andlor Critical Areas Ordinances review by Local Govemment for: • work in frequently flooded areas, geologically unstable areas, wildlife habitats, aquifer recharge areas, and wetlands. ❑ Section 401 Water Quality Certification from your Department of Ecology Regional office under 33 USC § 1341 is needed when a federal approval is required for a project, including the following: • Corps of Engineers Nationwide Permit or Industrial Permit — Send to Ecology's Regional Federal Permits Unit; in the Regional Office; • FERC hydropower license — Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: • is on, crosses, or impacts the bedlands, tidelands or shorelands of a navigable water. ❑ Section 404 Permit from the Corps of Engineer under 33 USC § 1344 is required if your project includes: • placement of dredged or fill material waterward of the ordinary high water mark, or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; • mechanized land clearing and sidecasting in waters of the United States, including wetlands. • Endangered Species Act (ESA) Consultation JARPA. Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 1 of 4 ❑ Section 10 Permit from the Corps of Engineer is required for: • any work in or affecting navigable waters of the United States (e.g., floats, piers, docks, dredging, excavation, piling, buoys, overhead power lines, etc.). ❑ Section 9 Permit from the Coast Guard is required for: • construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants In completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary Hlah Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soll or vegetation: Provided that in any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years. It is the tidal datum for vertical tidal references in the salt water area. Mean Hioh Water and Mean Higher Hioh Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey, dated January 24, 1979. This information can be obtained from the Corps of Engineers at (206) 764 -3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water, which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark; floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands, together with the lands underlying them, except stream segments upstream of the point where mean annual flow is Tess than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts, which transports traffic or materials across a navigable water. Aquatic Tidelands means the area between the ordinary high tide line and extreme low tide line. unless otherwise established. Aquatic Shorelands means the shore areas of non -tidal navigable lakes or rivers between the ordinary high water line and the line of navigability unless otherwise established. Aquatic Bedlands means the area waterward of and below the line of navigability on non -tidal rivers and lakes, or below the extreme low tide mark in navigable tidal waters, or below the outer harbor line where a harbor has been created. Nationwide Permit issued by the Corps of Engineers for projects with minimal impacts. For a complete packet of nationwide permits and application information, contact the Corps Regulatory branch at (206) 764 -3495. . JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 2 of 4 GUIDANCE FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and Cross - Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possible. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum, drawings must contain the following information; other information may be required depending on project type. If you have questions regarding completing the drawings, call the appropriate agency. 1. Vicinity Map. A copy of a county or city road map, or a U.S. Geological Survey topographic map may be used. Include: a. North arrow. b. Name of waterbody (and river mile if appropriate). c. Location of the proposed activity (indicate with a circle, arrow, X, or similar symbol). d. Provide latitude and longitude of the site to the nearest second. e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. a. North arrow. b. Name of waterbody and direction of water flow. c. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High, and Mean Lower Low Water Marks or Lines, and/or wetland boundaries. Indicate elevation above datum. Non -tidal waters: Show the Ordinary High Water Mark or Line, Meander Line, and/or wetland boundary. d. Dimensions of the activity or structure and impervious surfaces, distance from property lines, and the distance it extends into the waterbody beyond the Ordinary High, Mean High, Mean Higher High, and Mean Low Water Mark or Line, and/or wetland boundaries, as appropriate. e. For Corps permits, indicate the distance to Federal projects and /or navigation channels (if applicable). To ascertain, call the Corps Regulatory Branch Office at (206) 764 -3495. f. Show existing structures on subject and adjoining properties. g. Indicate adjoining property ownership. h. If fill material is to be placed, identify the type of material, amount of material (cubic yards), and area to be filled (acres). i. If project involves dredging, identify the type of material, amount of material (cubic yards), area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than -10 feet needs to be clearly identified on drawings. j. Identify any part of the activity that has been completed. k. Indicate types and location of aquatic, wetland, riparian and upland vegetation. I. Erosion control measures, stabilization of disturbed areas, etc. m. Utilities, including water, sanitary sewer, power and stormwater conveyance systems (e.g., bioswales). n. Indicate stormwater discharge points. o. Proposed landscaping where applicable (for complex landscape plans, please attach a separate drawing). p. Where applicable, plans for development of areas on or off site as mitigation for impacts associated with the proposal. q. On all variance applications the plans shall clearly indicate where development could occur without approval of a variance, the physical features and circumstances on the property that provide a basis for the request, and the location of adjacent structures and uses. 3. Cross - Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: a. Location of water lines. Tidal Waters: Show the Ordinary High, Mean High, Mean Higher High, and Mean Lower Low Water Marks or Lines, and/or wetland boundary. )Von -tidal waters: Show the Ordinary High Water Mark or Line, and/or wetland boundary. b. Water depth or tidal elevation at waterward face of project. c. Dimensions of the activity or structure, and the distance it extends into the waterbody beyond the Ordinary High, the Mean High, the Mean Higher High and Mean Low Water Mark or Line, and/or wetland boundaries. d. Indicate dredge and/or fill grades as appropriate. e. Indicate existing and proposed contours and elevations. f. Indicate types and location of aquatic, wetland, and riparian vegetation present on site. g. Indicate type and location of material used in construction and method of construction. h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. a. Vertical clearance measured from Mean Higher (tidal waters) or Ordinary High (non -tidal water). b. Horizontal clearance between piers or pilings. c. Bottom elevation of the waterway at the bridge. Department of the Army Permit (Section 404 or Section 10) U.S. Army Corps of Engineers, Seattle District Regulatory Branch Post Office Box 3755 Seattle, WA 98124 -2255 U.S. Army Corps of Engineers Eastern Washington Information P.O. Box 273 Chattaroy, WA 99003 -0273 U.S. Army Corps of Engineers Central Washington Information P.O. Box 2829 Chelan, WA 98816 -2829 Department of Ecology Permits — 401 Water Quality Certification Washington State Department of Ecology — Headquarters 300 Desmond Drive, Lacey Post Office Box 47600 Olympia, WA 98504 -7600 Central Region 15 West Yakima Avenue, Ste 200 Yakima, WA 98902 -3401 Eastern Region 4601 North Monroe, Suite 202 Spokane, WA 99205 -1295 Northwest Region 3190 - 160th Avenue S.E. Bellevue, WA 98008 -5452 Southwest Region Mailing Address: P.O. Box 47775 Olympia, WA 98504 -7775 Physical Address 300 Desmond Drive Lacey, WA 98504 Headquarters Washington State Department of Fish and Wildlife 600 Capitol Way North Olympia, Washington 98501 -1091 AGENCY CONTACTS Below is a list of agencies to which a copy of the Joint Application may be sent, and which permit each agency issues. assistance and information is also available from these offices. Telephone (206) 764 -3495 FAX (206) 764 -6602 Telephone (509) 238 -4570 FAX (509) 238 -4570 Telephone (509) 682 -7010 FAX (509) 682 -7710 Permit Assistance Center Telephone (360) 407 -7037 FAX (360) 407 -6904 Telephone (509) 575 -2490 FAX (509) 575 -2809 Telephone (509) 456 -2926 FAX (509) 456 -6175 Telephone (425) 649 -7000 FAX (425) 649 -7098 Telephone (360) 407 -6300 FAX (360) 407 -6305 Technical Department of Fish and Wildlife (Hydraulic Project Approval) - Submit 3 copies of the JARPA application to Regional offices. Contact regional offices for questions or assistance. Telephone (360) 902 -2534 TDD (360) 902 -2207 FAX (360) 902 -2946 Region 1 (Pend Oreille, Ferry, Stevens, Spokane, Lincoln, Whitman, Columbia, Garfield, Asotin, and Walla Walla Counties) Washington State Department of Fish and Wildlife Telephone (509) 456 -4082 8702 North Division Street FAX (509) 456 - 4071 Spokane, WA 99218 - 1199 Region 2 (Okanogan, Douglas, Grant, Adams, and Franklin Counties) Washington State Department of Fish and Wildlife 1550 Alder Street NW Ephrata, WA 98823 -9652 Telephone (509) 754 -4624 FAX (509) 754 -5257 Region 3 (Chelan, Kittitas, Yakima, and Benton Counties) Washington State Department of Fish and Wildlife 1701 South 24th Avenue Yakima, WA 98902 -5720 Telephone (509) 575 -2740 FAX (509) 575 -2474 Region 4 (Whatcom, Skagit, Snohomish, King, Island, and San Juan Counties) Washington State Department of Fish and Wildlife Telephone (425) 775 -1311 16019 Mill Creek Boulevard FAX (425) 338 -1066 Mill Creek, WA 98012 -1296 Region 5 (Lewis, Wahkiakum, Cowlitz, Skamania, Clark, and Klickitat Counties) Washington State Department of Fish and Wildlife Telephone (360) 696 -6211 2108 Grand Blvd. FAX (360) 906 -6777 Vancouver, WA 98663 -1299 Region 6 (Pacific, Pierce, Thurston, Grays Harbor, Mason, Jefferson, Clallam, and Kitsap Counties) Washington State Department of Fish and Wildlife Telephone (360) 249 -6522 48 Devonshire Road FAX (360) 664 -0689 Montesano, WA 98563 -9618 Local Govemment (Shoreline Management Act Approval) Appropriate City or County Planning, Building, or Community Development Department Natural Resources Conservation Service (NRCS), formerly Soil Conservation Service (SCS) for information regarding activities on agricultural land NRCS Suite 450 Rock Point Tower Two West 316 Boone Avenue Spokane, WA 99201 -2348 Coast Guard (Section 9 Bridge Permit) Telephone (509) 353 -2335 Commander 13th Coast Guard District (OAN) Telephone (206) 220 -7282 915 Second Avenue Seattle, WA 98174 -1067 Attn: Austin Pratt Department of Natural Resources, Aquatic Resources Authorization to use bedlands, tidelands, or shorelands of navigable waters. Central Region Northwest Region Southwest Region South Puget Sound Region Northeast Region Southeast Region Olympic Region Headquarters US Fish and Wildlife Service, Endangered Species Act consultation Eastern Washington Westem Washington Telephone (360) 748 -2383 Telephone (360) 856 -3500 Telephone (360) 577 -2025 Telephone (360) 825 -1631 Telephone (509) 925 -8510 Telephone (509) 925 -8510 Telephone (360) 374 -6131 Telephone (360) 902 -1100 Telephone (509) 765 -6125 Telephone (360) 753 -5835 WASHINGTON JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) INSTRUCTIONS, SAMPLE DRAWINGS & AGENCY CONTACTS NOTE: DO NOT SUBMIT th/s Section with your application. This Joint Application may be used to apply for Hydraulic Project Approvals, Shoreline Management Permits, Approvals for Exceedance of Water Quality Standards, Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings, prepared in accordance with the drawing guidance to the appropriate agencies. _ When applying, you do NOT need to send copies of the Instructions. Remember, depending on the type of project you are proposing, other permits may be required that are not covered by this application. cm Use the following list to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are attached. IF ANY OF THE BOXED ITEMS LISTED UNDER A PERMIT TITLE BELOW APPLY TO YOUR PROJECT, THEN YOU MUST CHECK THE BOX FOR THAT PERMIT ON THE TOP OF PAGE ONE OF THE JARPA FORM. Complete Sections A & C for any of the permits listed below. Also complete Section B for Shoreline and Amiy Corps of Engineers permits. Detailed drawings are required for any of these permits (see attached drawing guidelines for drawing requirements). ❑ Hydraulic Protect Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work, that: • will use, divert, obstruct, or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line (e.g., activities outside the ordinary high water line that will directly impact fish life and habitat, falling trees into streams or lakes, etc.). ® Shoreline Substantial Development, Conditional Use. Variance Permit, or Exemption from Local Government (under the Shoreline Management Act, 90.58 RCW;) required for work or activity in the 100 - year floodplain, or within 200 feet of the ordinary high water mark of Shorelines of the State (check with your local government); and which includes any one of the following: • dumping; • drilling; • dredging; • filling; • placement or alteration of structures (whether temporary or permanent); or • any activity which substantially interferes with normal public use of the waters regardless of cost. ❑ Floodplain Management Permits and /or Critical Areas Ordinances review by Local Govemment for: • work in frequently flooded areas, geologically unstable areas, wildlife habitats, aquifer recharge areas, and wetlands. ❑ Section 401 Water Quality Certification from your Department of Ecology Regional office under 33 USC § 1341 is needed when a federal approval is required for a project, including the following: • Corps of Engineers Nationwide Permit or Industrial Permit —Send to Ecology's Regional Federal Permits Unit; in the Regional Office; • FERC hydropower license —Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: • is on, crosses, or impacts the bedlands, tidelands or shorelands of a navigable water. ❑ Section 404 Permit from the Corps of Engineer under 33 USC § 1344 is required if your project includes: • placement of dredged or fill material waterward of the ordinary high water mark, or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; • mechanized land clearing and sidecasting in waters of the United States, Including wetlands. • Endangered Species Act (ESA) Consultation JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 1 Of 4 ❑ Section 10 Permit from the Corps of Engineer is required for. • any work in or affecting navigable waters of the United States (e.g., floats, piers, docks, dredging, excavation, piling, buoys, overhead power lines, etc.). ❑ Section 9 Permit from the Coast Guard is required for: • construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants In completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary Hloh Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soli or vegetation: Provided, that In any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low Is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years. It Is the tidal datum for vertical tidal references In the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey, dated January 24, 1979. This information can be obtained from the Corps of Engineers at (206) 764 -3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water, which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark; floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands, together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts, which transports traffic or materials across a navigable water. Aquatic Tidelands means the area between the ordinary high tide line and extreme low tide line, unless otherwise established. Aquatic Shorelands means the shore areas of non -tidal navigable lakes or rivers between the ordinary high water line and the line of navigability unless otherwise established. Aquatic Bedlands means the area waterward of and below the line of navigability on non -tidal rivers and lakes, or below the extreme low tide mark in navigable tidal waters, or below the outer harbor line where a harbor has been created. Nationwide Permit issued by the Corps of Engineers for projects with minimal impacts. For a complete packet of nationwide permits and application information, contact the Corps Regulatory branch at (206) 764 -3495. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407 -7037 Page 2 of 4 GUIDANCE FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and Cross - Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possible. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum, drawings must contain the following information; other information may be required depending on project type. If you have questions regarding completing the drawings, call the appropriate agency. 1. Vicinity Map. A copy of a county or city road map, or a U.S. Geological Survey topographic map may be used. Include: a. North arrow. b. Name of waterbody (and river mile if appropriate). c. Location of the proposed activity (indicate with a circle, arrow, X, or similar symbol). d. Provide latitude and longitude of the site to the nearest second. e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. a. North arrow. b. Name of waterbody and direction of water flow. c. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High, and Mean Lower Low Water Marks or Lines, and /or wetland boundaries. Indicate elevation above datum. Non -tidal waters: Show the Ordinary High Water Mark or Une, Meander Une, and /or wetland boundary. d. Dimensions of the activity or structure and impervious surfaces, distance from property lines, and the distance it extends into the waterbody beyond the Ordinary High, Mean High, Mean Higher High, and Mean Low Water Mark or Line, and/or wetland boundaries, as appropriate. e. For Corps permits, indicate the distance to Federal projects and/or navigation channels (if applicable). To ascertain, call the Corps Regulatory Branch Office at (206) 764-3495. f. Show existing structures on subject and adjoining properties. g. Indicate adjoining property ownership. h. If fill material is to be placed, identify the type of material, amount of material (cubic yards), and area to be filled (acres). i. If project involves dredging, identify the type of material, amount of material (cubic yards), area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than -10 feet needs to be clearly identified on drawings. j. Identify any part of the activity that has been completed. k. Indicate types and location of aquatic, wetland, riparian and upland vegetation. 1. Erosion control measures, stabilization of disturbed areas, etc. m. Utilities, including water, sanitary sewer, power and stormwater conveyance systems (e.g., bioswales). n. Indicate stormwater discharge points. o. Proposed landscaping where applicable (for complex landscape plans, please attach a separate drawing). p. Where applicable, plans for development of areas on or off site as mitigation for impacts associated with the proposal. q. On all variance applications the plans shall clearly indicate where development could occur without approval of a variance, the physical features and circumstances on the property that provide a basis for the request, and the location of adjacent structures and uses. 3. Cross - Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: a. Location of water lines. Tidal Waters: Show the Ordinary High, Mean High, Mean Higher High, and Mean Lower Low Water Marks or Lines, and/or wetland boundary. Non -tidal waters: Show the Ordinary High Water Mark or Line, and/or wetland boundary. b. Water depth or tidal elevation at waterward face of project. c. Dimensions of the activity or structure, and the distance it extends into the waterbody beyond the Ordinary High, the Mean High, the Mean Higher High and Mean Low Water Mark or Une, and/or wetland boundaries. d. Indicate dredge and /or fill grades as appropriate. e. Indicate existing and proposed contours and elevations. f. Indicate types and location of aquatic, wetland, and riparian vegetation present on site. g. Indicate type and location of material used in construction and method of construction. h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. a. Vertical clearance measured from Mean Higher (tidal waters) or Ordinary High (non -tidal water). b. Horizontal clearance between piers or pilings. c. Bottom elevation of the waterway at the bridge. Below is a list of agencies to which a copy of the Joint Application may be sent, and which permit each agency issues. Technical assistance and information is also available from these offices. Department of the Armv Permit (Section 404 or Section 10) U.S. Army Corps of Engineers, Seattle District Regulatory Branch Post Office Box 3755 Seattle, WA 98124 -2255 U.S. Army Corps of Engineers Eastem Washington Information P.O. Box 273 Chattaroy, WA 99003 -0273 U.S. Army Corps of Engineers Central Washington Information P.O. Box 2829 Chelan, WA 98816 -2829 Department of Ecoloov Permits — 401 Water Quality Certification Washington State Department of Ecology — Headquarters 300 Desmond Drive, Lacey Post Office Box 47600 Olympia, WA 98504 -7600 Central Region 15 West Yakima Avenue, Ste 200 Yakima, WA 98902 -3401 Eastem Region 4601 North Monroe, Suite 202 Spokane, WA 99205 -1295 Northwest Region 3190 - 160th Avenue S.E. Bellevue, WA 98008 -5452 Southwest Region Mailing Address: P.O. Box 47775 Olympia, WA 98504 -7775 Physical Address 300 Desmond Drive Lacey, WA 98504 Department of Fish and Wildlife (Hydraulic Project Approval) - Submit 3 copies of the JARPA application to Regional offices. Contact regional offices for questions or assistance. Headquarters Washington State Department of Fish and Wildlife 600 Capitol Way North Olympia, Washington 98501 -1091 AGENCY CONTACTS Region 1 (Pend Oreille, Ferry, Stevens, Spokane, Lincoln, Whitman, Columbia, Garfield, Asotin, and Walla Walla Counties) Washington State Department of Fish and Wildlife Telephone (509) 456 -4082 8702 North Division Street FAX (509) 456 - 4071 Spokane, WA 99218 -1199 Region 2 (Okanogan, Douglas, Grant, Adams, and Franklin Counties) Washington State Department of Fish and Wildlife 1550 Alder Street NW Ephrata, WA 98823 -9652 Telephone (206) 764 -3495 FAX (206) 764 -6602 Telephone (509) 238 -4570 FAX (509) 238 -4570 Telephone (509) 682 -7010 FAX (509) 682 -7710 Permit Assistance Center Telephone (360) 407 -7037 FAX (360) 407 -6904 Telephone (509) 575 -2490 FAX (509) 575 -2809 Telephone (509) 456 -2926 FAX (509) 456 -6175 Telephone (425) 649 -7000 FAX (425) 649 -7098 Telephone (360) 407 - 6300 FAX (360) 407 -6305 Telephone (360) 902 -2534 TDD (360) 902 -2207 FAX (360) 902 -2946 Telephone (509) 754 -4624 FAX (509) 754 -5257 NRCS Suite 450 Rock Point Tower Two West 316 Boone Avenue Spokane, WA 99201 -2348 Central Region Northwest Region Southwest Region South Puget Sound Region Northeast Region Southeast Region Olympic Region Headquarters Region 3 (Chelan, Kittitas, Yakima, and Benton Counties) Washington State Department of Fish and Wildlife 1701 South 24th Avenue Yakima, WA 98902 -5720 Region 4 (Whatcom, Skagit, Snohomish, King, Island, and San Juan Counties) Washington State Department of Fish and Wildlife Telephone (425) 775 -1311 16019 Mill Creek Boulevard FAX (425) 338 -1066 Mill Creek, WA 98012 -1296 Region 5 (Lewis, Wahkiakum, Cowlitz, Skamania, Clark, and Klickitat Counties) Washington State Department of Fish and Wildlife Telephone (360) 696 -6211 2108 Grand Blvd. FAX (360) 906 -6777 Vancouver, WA 98663 -1299 Region 6 (Pacific, Pierce, Thurston, Grays Harbor, Mason, Jefferson, Clallam, and Kitsap Counties) Washington State Department of Fish and Wildlife Telephone (360) 249 -6522 48 Devonshire Road FAX (360) 664 -0689 Montesano, WA 98563 -9618 Local Govemment (Shoreline Management Act Approval) Appropriate City or County Planning, Building, or Community Development Department Natural Resources Conservation Service (NRCS), formerly Soil Conservation Service (SCS) for information regarding activities on agricultural land Coast Guard (Section 9 Bridge Permit) Commander 13th Coast Guard District (OAN) Telephone (206) 220 -7282 915 Second Avenue Seattle, WA 98174 -1067 Attn: Austin Pratt Department of Natural Resources, Aquatic Resources Authorization to use bedlands, tidelands, or shorelands of navigable waters. US Fish and Wildlife Service, Endangered Species Act consultation Eastem Washington Westem Washington Telephone (509) 575 -2740 FAX (509) 575 -2474 Telephone (509) 353 -2335 Telephone (360) 748 -2383 Telephone (360) 856 -3500 Telephone (360) 577 -2025 Telephone (360) 825 -1631 Telephone (509) 925 -8510 Telephone (509) 925 -8510 Telephone (360) 374 -6131 Telephone (360) 902 -1100 Telephone (509) 765 -6125 Telephone (360) 753 -5835 FOR STAFF USE ONLY Sierra Type: P SHORE Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@diukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: I\ Leh, "7") LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. Quarter: Section: 1 0 Township: 2 3 Range: I 2 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: 1''k- L ` C' t Address: C 3 •° Sex Cep.Artp. G:I APPHANU .ANDUSE.APPISHORLINE.DOC, 09/11/03 �w tLiCc.,�c A- 1 C-'a T tK- SHORELINE PERMIT Phone: 2-GC — y 31' c r 7 S FAX: Z ec y 3/ -- SC C s E -mail: Signature: / Date: � / 4 .3/17/O Novernber 19, 2002 Brad Medrud AHBL, Inc. 316 Occidental Avenue South, Suite 320 Seattle, WA 98104 SUBJECT: Tukwila — Foster Point Improvements Dear Mr. Medrud: After preliminary review of the land use application requirements associated with the above referenced project, certain submittal items shown on the attached Complete Application Checklist are hereby waived by the Public Works Department. Sincerely, Swv Michael P. Cusick Associate Development Engineer Enc. ' /11/ U4 nnu uu:35 FAX 2062672429 AHBL INC l - 57 -E"Jl If g'' • C: lbmepKaNrku , JaWallappstSHORLMEOOC 0W31,00 COMPLETE APPLICATION CHECKLIST TABLE AHBL TACOMA lj002 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 fee! 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., revised colored renderings). Application review will not begin until it is determined to be complete. Once an application is determined to be complete, it is considered "vested" — that is, the application is considered under the zoning and other land use controls in effect at the time the complete application is filed. However, having a complete application in no way limits the City's ability to 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). 03/17/04 WED 10:35 [TX /RX NO 7832] el 002 Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning Information Waived PbWk/Ping Office Use Only Comments & Conditions. APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. 2. Complete Application Packet: eight (8) copies and one set of High Quality Photo Reductions, reduced to 81/2" to 11" of all plans. (See Project Description and Analysis, Site Plans and Evaluations). 3. Application Fee (52,000). > 4._ 4. SEPA Environmental Checklist: eight (8) copies and fee (5500). reV" Gam" wA, .r csto . PUBLIC NOTICE MATERIALS: 5. King County Assessor's map(s) which shows the location of each3roperty within 500 feet of the subject lot 6. Two (2) sets entailing labels for all 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). 7. A 4' x 4' Public Notice board will be required on -site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION: 8. Vicinity Map with site location. 9. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. ' /11/ U4 nnu uu:35 FAX 2062672429 AHBL INC l - 57 -E"Jl If g'' • C: lbmepKaNrku , JaWallappstSHORLMEOOC 0W31,00 COMPLETE APPLICATION CHECKLIST TABLE AHBL TACOMA lj002 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 fee! 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., revised colored renderings). Application review will not begin until it is determined to be complete. Once an application is determined to be complete, it is considered "vested" — that is, the application is considered under the zoning and other land use controls in effect at the time the complete application is filed. However, having a complete application in no way limits the City's ability to 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). 03/17/04 WED 10:35 [TX /RX NO 7832] el 002 - V4/17/04 wk.') 09:36 FAX 2062672429 AHBL INC AHBL TACOMA 03/17/04 WED 10:35 [TX /RX NO 7832] a 003 Q003 Information Required May be waived in unusual cases. upon approval ofboth Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. 10. Title Report: Clearly establish status as legal lots) of record, ownershikall known easements and encumbrances, 11. Lot lines for 300 ft. from the site's property lines including right -of -ways, X PROJECT DESCRIPTION AND ANALYSIS: 12. A written discussion ofproject consistency with each decision criteria. (See Application), — SITE PLANS: 13. One set of all plans and analyses shall be stamped by a licensed professional surveyor, architect of engineer, lag have an original signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required Any revisions must also comply with this criteria, 14. A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, improvements, casements, encumbrances and right-of-way width/infrastructure. Elevations shall be City of Tukwila datum (NOV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor. 15. Location of all sensitive areas (e.g, streams, wetlands, slopes over 20%0, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.45. Also show trees over 4" caliper, indicating those to be retained All proposed sensitive area and tree protection measures shall be shown. 16. 100 yr. flood plain boundary and elevation as shown on FEMA maps. v 1� 17. Proposed lot lines (solid), existing lot lines (dashed), if also applying for a short plat or subdivision v J� 18. Building footprint showing changes in elevation, site improvements with sufficient dimensions to be accurately described and located (e.g., building square footage keyed to parking standards, driveways, frelanes, parking layout, loading and service areas, landscape areas, rockeries/ retaining walls, fences, pedestrian and recreation features, building and site lighting, mechanical units (with screening integrated with building design), and any street furniture. 19. Fire access lanes and turn arounds, per Fitt Department standards. \/' l� - V4/17/04 wk.') 09:36 FAX 2062672429 AHBL INC AHBL TACOMA 03/17/04 WED 10:35 [TX /RX NO 7832] a 003 Q003 Information Required May be waived in unusual cases, upon approval of both Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. 20. For sewer and water (domestic and fire): Existing and proposed utility easements and improvements, on site and in street Schematic designs to be provided regardless of purveyor (e.g., site late size, location, and size of public main. No capacity calcs, invert depth, valve Locations or the hire are needed). • 21. Document sewer and water availability if provided by other than the City of Tukwila. x 22. Storm drainage: Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060()) (e.g., detention ponds/vaults, frop-T elbows, coalescing plate separators, and bio-swales). Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with the King County Surface Water Drainage Manual's Core and Special Requirements. 23. Locate the nearest existing hydrant and all proposed hydrants. - 24. Schematic road design. 25. Geotechnical analysis. River bank stability analyses to be inclined in a flood zone control penult. 26. Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original ASLA stamp signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Any revisions must also comply with this criteria 27. Lighting plan: Include location and type of street and site lighting, site light levels (foot-candles) and how lighting will be contained on -site (e.g. lights shielded to prevent direct off site illumination and maximum 2 foot-candles at the property line). 28. Signage per Tukwila Sign Code. 29. For stream frontages: provide existing and proposed top of stream bank, stream bank toe, steam mean high water mark, and base flood elevation (i.e., 100 yr. flood). UJ/1//04 wet) 08:37 FAX 2062672428 r •“tww...wu »t..i1.44.1 enwA[NflAI INF NY 112/1114111 AHBL INC 4-0-* AHBL TACOMA ICJ 004 03/17/04 WED 10:35 [TX /RX NO 7832] 171004 03/17/04 WED 09:38 FAX 2062672429 ABEL INC AHBL TACOMA 2005 03/17/04 WED 10:35 [TX /RX NO 7832] e1005 Information Required May be waived In unusual cases, upon approval of both Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. SITE PLANS FOR SHORELINE PROJECTS: 30. Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water marls and base flood elevation (Le., the 100 year flood). 31. For work riverward of the MHWM : Distance work extends into the river and distance to Federal projects and navigation channels. , • 32. Limits of the 40' River, 100' Low Impact and 200' High Impact environments. 33. Dike/ riverbank maintenance easerneat (min. 30' from the top of bank). 34. Construction limit lines and areas of clearing/grading/filling including volume and type of fill or extracted material. ELEVATIONS (Do not need to submit if project is subject to Design Review) 35. Building elevations: with dimensioned and scaleable facades, features, accents, colors and materials. Colors and materials shall be keyed to a Colors and Materials board. X 36. Colored elevations. XX 37. Models or a photomontage of the site at completion and at three years, from the nearestdownslope street. . A model or photomontage is required for multi- family developments over 6 units (TMC 18.60.040). A photomontage is required for Planned Residential Developments. 38. A rendering is optional If submitted, it must accurately show the project and be from a realistic perspective (e.g., 5.5 ft. height above the sidewalk). CROSS - SECTIONS FOR SHORELINE PROJECTS 39. SHORELINE CR053 3ECI'IONS ul uruai)uuur 75' intervals along the shoreline showing: • Existing and proper elevations and improvements, • Limits of the 40' River, 100' Low Impact and 200' Higb Impact environments, • The top of bank elevation, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood), and • Dike/ riverbank maintenance easement (min. 30' from the top of bank). X e.7-e.ato• T 't 1 , ../..1 � c � 'rr -t1 .....71,....._ Be 4R. t tCO Fost- ,ti-C" NA Ll IN CT Y Of r tt t i 31Z -U0GC /. NO Fast_ TWE piLc• eos t ou7 virre.r__ IPleaerr t -'C)'JT L)e:rgr) -40 nre., Faun 50 u z 14 13'J w ST2 e1ri . 03/17/04 WED 09:38 FAX 2062672429 ABEL INC AHBL TACOMA 2005 03/17/04 WED 10:35 [TX /RX NO 7832] e1005 CRITERIA FOR PROJECTS SUBJECT TO THE CITY OF TUKWILA SHORELINE REGULATIONS The proposal is to install sanitary sewers, replace water lines, add catch basins to the existing stormwater system, relocate an existing stormwater line, replace an existing stormwater line, and reconstruct a quarry spall energy dissipater at an existing surface water outfall, primarily within existing rights of way in the Foster Point neighborhood. The project would also include street improvements to Pamela Drive, which is dedicated but currently unimproved. Installation of a sewage lift station is also proposed, although this facility will be outside of the shoreline overlay district. Work and proposed facilities within the shoreline overlay district will occur in the river, low impact and high impact environments. The areas west of the Duwamish River are regulated according to standards and policies of the Tukwila Shoreline Master Program. To the east of the river, the King County Shoreline Management Program applies. General Shoreline Regulations (TMC 18.44.110) All uses within the shoreline overlay district must conform to the followinggeneral regulations: 1) The use is in conformance with the regulations of the underlying one district: The project area is zoned Low Density Residential (LDR) and Commercial /Light Industrial (C /LI). The proposed utility mains and catch basins are not identified in as regulated uses in either zone. They are presumed to be similar to and compatible with uses allowed in both zones. The proposed improvements support the type and intensity of development identified for the LDR Zone. In the C /LI Zone, proposed improvements are limited to a length of the sanitary sewer force main necessary to transmit sewage to the City's sewer system. 2) The use does not conflict with the goals and polides of the Shoreline Master Program or the provisions of the Shoreline Act and shoreline regulations The proposed improvements conform to the shoreline policies and regulations of both the City of Tukwila and King County, as well as the provisions of the Shoreline Management Act. The portion of the project area within the Tukwila Shoreline Master Program area of applicability is designated Urban environment. The City of Tukwila Comprehensive Plan designates the subject shoreline areas as Urban -Open Space environment The proposed infrastructure replacement, installation and upgrades will encourage development as envisioned in the Tukwila's Comprehensive Plan for the Foster Point neighborhood. The improvements are also intended to reduce existing potential septic system impacts and minimize future development impacts to the shoreline and river habitats. 18.44.130 — TMC - River Environment. Within the river environment, an existing stormwater outfall extending from the South 133` Street right -of -way will be replaced due to poor structural condition. The stormwater line will be replaced as maintenance at the same size, slope and alignment. Riprap along the shoreline at the outfall will be salvaged and replaced following replacement of the outfall line. Additional quarry spalls of 16- inches to 24- inches will be placed at the outfall to achieve the existing riprap elevation. The riprap serves as an energy dissipater to reduce the erosive affects of surface water entering the river. The stormwater line is allowed under the specific shoreline regulations as support facilities for pollution control. Diking is allowed for erosion control. solof Tukwila Shoreline Criteria November 7, 2002 AHBL, Inc. 2 Also within the River Environment, a water line will be installed in 130 Place South and South 50 Place, extending north and west from the Foster Point neighborhood to the Allentown Addition neighborhood. Construction will occur within 25 feet of the river bank, but within a paved right -of- way. A sanitary sewer force main is proposed to pass through the River Environment within the improved right -of -way of the 56 Avenue South bridge. South of the bridge, a portion of the work will occur outside of the improved right of way at the outer edge of the River Environment, where the force main alignment leaves the 56 Avenue South right -of -way through an improved public area before extending into the Low Impact Environment and northwest to the existing manhole. 18.44.140 TMC - Low Impact Environment. Some of the proposed utility improvements would occur in the low impact environment within improved and unimproved existing rights of way, within and northwest and southwest of the Foster Point neighborhood. Utilities are an allowed use in these areas. A small portion of the Pamela Drive street improvements may occur within the low impact environment. Public roads are a permitted use in the low impact environment. 18.44.150 TMC - High Impact Environment. Portions of the utility improvements are proposed for development in the high impact environment. These improvements will include mains in rights -of- way. All uses allowed in the underlying zoning are allowed in the high impact environment. 3. No structures or accessory facilities shall be located over the river, unless such structure protects or promotes the public interest. A sewer force main is proposed to be installed over the river, attached to the 56 Avenue South bridge structure. The main will convey sewage to the west, making sanitary sewer service available to the Foster Point neighborhood. This promotes the public interest by removing the need for septic systems in close proximity to the river. 4. There shall be no disruption of existing trees or vegetation within the river environment, unless necessary for public safety or flood control, or if allowed as part of an approved Shoreline Substantial Development Permit. The application requires a Shoreline Substantial Development Permit. Within the river environment, the only area where vegetation may be disrupted is in the vicinity of the replacement stormwater outfall line extending from the South 133r Street right of way and the quarry spall energy dissipater at its terminus. Landscape restoration is proposed along the river to include a mixture of riparian trees, shrubs and groundcover. S. No effluents shall be discharged into the Green River which exceeds the water quality classification as established by the State for the adjacent portion of the river. Surface water, collected in catch basins throughout the Foster Point neighborhood, will be discharged to the river via three existing outfalls. Water quality will be consistent with established State classifications for the adjacent portion of the river. 6. All State and Federal water quality regulations shall be strictly complied with. State and federal water quality regulations shall be met under the proposal. Tukwila Shoreline Criteria November 7, 2002 AHBL, Inc. 7. Wildlife habitat in and along the river should be protected Disturbance of wildlife habitat will be limited to the minimum necessary to make the infrastructure improvements. Any disturbed areas will be replanted with native vegetation following construction activities. 8. All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls or other satisfactory mechanisms for erosion prevention. No landfills are proposed as part of this application. Excavation and replacement of about 113 cubic yards of material will occur as part of the replacement of the outfall extending from South 133` Street. Riprap will be removed from the shoreline for replacement of the stormwater outfall and be replaced, with supplemental material as necessary, to the original elevation. 9. All necessary permits shall be obtained from Federal, State, County or Municipal agencies. All necessary permits have been applied for or obtained from federal, state, county and municipal agencies. 10. Dredging forpurposes other than for navigational improvements orflood control is prohibited. No dredging is proposed as part of this application. 11. Mining is prohibited along the river shoreline. No mining is proposed as part of this application. 12. Solid waste disposal is prohibited along the river shoreline. No solid waste disposal is proposed as part of this application. 13. No property will be acquired for public use without dedication by orjust compensation to the owner. Improvements will primarily occur within existing public rights of way. Land for the proposed sewer lift station will be purchased by the City. 14. Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect orpromote the public interest. No landfilling within the river channel is proposed as part of this application. Riprap will be placed along the shoreline at the outfall proposed for replacement consistent with the existing condition. 15. Notwithstanding any provisions of this Code to the contrary, removal of any cottonwood tree within the river environment or the low impact environment, which tree is 12 inches or greater in diameter as measured 4.5 fiet above grade, shall be subject to the requirements of TMC Chapter 18.54, Tree Regulations. According to TMC Section 18.54.050, construction and maintenance of streets and utilities within City- approved rights -of -way and easements is exempt from the application of TMC Chapter 18.54 and does not require a Tree Clearing Permit. In the shoreline overlay district, any potential tree removal will occur within approved rights -of -way and easements. 3 Tukwila Shoreline Criteria November 7, 2002 AHBL, Inc. TUKWILA GOALS AND POLICIES: In general, the proposed improvements will have limited impact on the shorelines. Most of the improvements will be below -grade in developed rights -of -way. Proposed improvements in the area subject to the City's Master Program are limited to installation of a sanitary sewer force main from the bridge to a sanitary sewer manhole north of the Interurban Avenue South right -of -way. The proposal furthers the following applicable City of Tukwila goals and policies: Shoreline Use Element Goal 1. Encourage appropriate development in suitable locations without diminishing the quality of environment along the shorelines of the river. Goal 2. Shoreline activities should be consistent with the overall goals for development along the river. The proposed improvements will not change the quality of environments along the Duwamish River, and would support the development envisioned in the Comprehensive Plan. Conservation Element Goal 3. Encourage the protection of resources and ecology of the river and its shoreline. Goal 4. Water quality in the river should be ssfciently high to permit human use and provide a suitable use and habitat for desirable forms of aquatic life. Conversion of the Foster Point neighborhood from septic systems to public sewers will protect water quality for habitat and human use. Additionally, the proposal is consistent with Tukwila Comprehensive Plan Shoreline Element. Policy 5.1.1. Urban -Open Space Environment: In the Urban —Open Space Environment, priority shall be given to the following :• - Maintenance of existing single family residential development patterns; and - Redevelopment of existing commercial and industrial areas, with enhanced access to the river; and - Protection and restoration of natural environment features and riverbank characteristics The proposed improvements are intended to serve the existing single - family development within the Foster Point neighborhood. CRITERIA FOR PROJECTS SUBJECT TO THE KING COUNTY SHORELINE REGULATIONS The City of Tukwila is required to administer annexed areas based on the Shoreline Management Plan which was in place at the time of annexation, until a new Plan is adopted and approved by the State Department of Ecology. There are some areas in Tukwila that are still subject to the King 4 Tukwila Shoreline Criteria "%u` November 7, 2002 AHBL, Inc. County Shoreline Master Plan. Shoreline substantial development permits subject to King County's Master Plan will be reviewed against the shoreline regulations found in K.C.C.25.16 particularly K.C.C. 25.16.040 below. K.C.C.25.16.30 General requirements: A. Nonwater related development and residential development shall not be permitted waterward of the ordinary high water mark.. The only places where improvements are proposed waterward of the ordinary high water mark is at the 156 Avenue bridge, where a force main is proposed to be hung from the underside of the bridge at B. Except in those cases when the height requirements of the underlying Zones are more restrictive, no structure shall exceed a height of thirty-five feet above average grade level. This requirement may be modified if the view of a substantial number of residences will not be obstructed, if permitted by the applicable previsions of the underlying zoning, and f the proposed development is agricultural, water related or water dependent. No structures are proposed in excess of thirty -five feet. C. All development shall be required to provide adequate surface water retention and sedimentation facilities during the construction period. All construction activities will follow City of Tukwila regulations for surface water retention and sedimentation. D. Development shall maintain the first fifty feet of properly abutting a natural environment as required open space. All shorelines are designated Urban. All improvements proposed for the area subject to the King County Shoreline Master Program would occur in developed road rights -of -way. E. Parking facilities except parkingfacilities associated with detached single family and agricultural development shall conform to the following minimum conditions: 1. Parking areas serving water related or a nonwater related use must be located beneath or upland of the development with the parking area server. 2. Any outdoor parking area perimeter, excluding entrances and exits, must be maintained as a planting area with a minimum of five feet. 3. One live tree with a minimum height of four feet shall be required for each thiry linear feet of planting area. 4. One live shrub of one gallon container size or larger shall be required for each sixty linear inches of planting area. 5. Additional perimeter and interior landscaping of paring areas may be required, at the discretion of the Director, when it is necessary to screen parking areas or when large parking areas are proposed. No parking facilities are proposed within the area subject to the King County Shoreline Master Program. F. Collection facilities to control and separate contaminants shall be required where stormwater runof from impervious surfaces would degrade or add to the pollution of recipient waters or adjacent properties. Water quality for waters discharged to the Duwamish River will be consistent with State and federal water quality standards. 5 '.1.r Tukwila Shoreline Criteria November 7, 2002 AHBL, Inc. G. The regulations of this chapter have been categorized in a number of sections; regardless of the categorization of the various regulations, all development must comply with all applicable regulations. H. Development proposed on shorelines of the State shall maintain setbacks, provide easement or otherwise develop the site to permit a trail to be constructed or public access to continue when: 1. Then is a proposed trail in the King County Tail System; or 2. Part of the site is presently being used and ahs historically been used for public access. No development is proposed that would impede public access to shorelines. All improvements proposed within the area subject to the King County shoreline regulations are within developed road rights -of -way. 25.16.160 Utilities. Utility facilities may be permitted in the urban environment subject to the general requirements section (Section 25.16.030) of this chapter, provided: A. Utility and transmission facilities shall :: 1. Avoid disturbance of unique and fragile areas; 2. Avoid disturbance of wildlife spawning nesting and rearing arras; 3. Overhead utility facilities shall not be permitted in public parks, monuments, scenic recreation or historic areas. The proposal is consistent with the requirements. The unique and fragile areas will not be disturbed, except the portion of the river bank where the outfall from South 133`' Street will be replaced. Replacement will match the existing alignment, slope and size. Such construction will not occur during high water. No in -stream work is proposed. No overhead utility facilities are proposed in public parks, monuments, scenic recreation or historic areas. The sanitary sewer force main will be attached to the existing bridge structure, and will not affect views or activities on, under or in the vicinity of the bridge. B. Utility distribution and transmission facilities shall be designed so as to: 1. Minimize visual impact; 2. Harmonize with or enhance the surroundings; 3. Not create a need for shoreline protection; 4. Utilize to the greatest extent possible natural screening. The proposed improvements will be largely underground, except for the end of the outfall and the sanitary sewer force main, as it crosses the 256 Avenue South bridge. Construction on the outfall proposed for replacement will match the existing armor rock upon completion. No additional shoreline protection will be required. C. The construction and maintenance of utility facilities shall be done in such a way so as to: 1. Maximize the preservation of natural beauty and the conservation of resources; 2. Minimize scarring of the landscape; 3. Minimize siltation and erosion; 4. Protect trees, shrubs, grasses, natural features and topsoil from drainage; 6 Tukwila Shoreline Criteria November 7, 2002 AHBL, Inc. 7 5. Avoid disruption of critical aquatic and wildlife stages. Minimal and temporary impacts to the natural beauty and resources will occur as a result of the proposed improvements. Most work will occur in developed rights -of -way. Where development outside of developed rights -of -way occurs, BMPs will be implemented, consistent with City requirements, to minimize the potential for siltation and erosion. Since the majority of the proposed improvements will occur outside of the immediate shoreline habitat areas, little or no disruption of critical aquatic and wildlife stages are anticipated. D. Rehabilitation of areas disturbed by the construction and/or maintenance of utility facilities shall.• 1. Be accomplished as rapidly as possible to minimize soil erosion and to maintain plant and wildlife habitats; 2. Utilize plantings compatible with the native vegetation. Where natural areas are disturbed through construction activities, such areas will be replanted with native vegetation. E. Solid waste transfer stations shall not be permitted within the shorelines of the state. The proposal does not include a solid waste transfer station. CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us 6 W Eye- AND koRptUAK t MPQov NTT UNCLASSIFIED USE PERMIT APPLICATION NAME OF PROJECT/DEVELOPMENT: FOb`tfR.. Po iNT 1,43 A•e2., LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. pKo tS EN E R*Wf Lo CA-'t EP IN TM F fi8 _ p o !Ayr t3 of44OO1, g erwEEN A,ND iN c_t.t1D %N I Ito T'e r) 24, -ri 4-0 E so T}} 3 M o um 130^ PL -At .E' d" Quarter: !1L VJ Section: Township: 23 14 Range: o e bW 4 t 5 1() 7.2.2 I J 1 R. 04 .e (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 1Ai , Tor-to%LJ DEPA'arMF,Jr OF PUBL1C.. wog IZS Address: 6 , 100 SO utti EAK02 - SOOCZ liAle.L' 1 KW tc.A , WA le Ike -21; -5 (2.00 `I o i -q Phone: FAX: 2o0 131 3 64S Signature: Date: FOR STAFF USE ONLY Sierra Type P -UU Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us 6 W Eye- AND koRptUAK t MPQov NTT UNCLASSIFIED USE PERMIT APPLICATION NAME OF PROJECT/DEVELOPMENT: FOb`tfR.. Po iNT 1,43 A•e2., LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. pKo tS EN E R*Wf Lo CA-'t EP IN TM F fi8 _ p o !Ayr t3 of44OO1, g erwEEN A,ND iN c_t.t1D %N I Ito T'e r) 24, -ri 4-0 E so T}} 3 M o um 130^ PL -At .E' d" Quarter: !1L VJ Section: Township: 23 14 Range: o e bW 4 t 5 1() 7.2.2 I J 1 R. 04 .e (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 1Ai , Tor-to%LJ DEPA'arMF,Jr OF PUBL1C.. wog IZS Address: 6 , 100 SO utti EAK02 - SOOCZ liAle.L' 1 KW tc.A , WA le Ike -21; -5 (2.00 `I o i -q Phone: FAX: 2o0 131 3 64S Signature: Date: November 19, 2002 Brad Medrud AHBL, Inc. 316 Occidental Avenue South, Suite 320 Seattle, WA 98104 SUBJECT: Tukwila — Foster Point Improvements Dear Mr. Medrud: Enc. After preliminary review of the land use application requirements associated with the above referenced project, certain submittal items shown on the attached Complete Application Checklist are hereby waived by the Public Works Department Sincerely, Michael P. Cusick Associate Development Engineer Information Required May be waived in unusual cases upon approval of both Public Works and Planning. Information Waived PbWk/Ping Office Use Only. Comments & Conditions. APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. Complete Application Packet: eight (8) copies and one set of 8 1/2" x 11" High Quality Photo Reductions of all plans (See Project Description and Analysis, Site Plans and Evaluations). 2. Unclassified Use Permit Review Fee (82,000). X. 3. SEPA Environmental Checklist (6 copies) and Fee (8500). 74 F EC W.4ty elr> 4).f t_Y 4. A written discussion project consistency with each decision aiteria (TMC 18.66.060). PUBLIC NOTICE MATERIALS: 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the subject property. 6. Three (3) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple- fanu'ly buildings —e.g. apartments, condos, trailer parks —must be included). 7. A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION: 8. Vicinity Map with site location. 9. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the site's property lines. 10. Title Report - Clearly establish status as legal lot(s) of record, ownership. all (mown easements and encumbrances. 02e WED 09:39 FAX 206267)! AHBL INC 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 Couununity Development. Please contact the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED TO ENSURE CONSISTENCY WITI3 CITY 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). C: \ homepaget tukwlla \ded\ app,\ UUPa(LST.DOC. 9/1/00 icy COMPLETE APPLICATION CHECKLIST TABLE AHBL TACOMA e1006 UNC(/ 35I l 0 SO- fit— mo' ` 03/17/04 WED 10:35 ITX /RX NO 78321 [Nos Information Required May be waived in unusual cases upon approval of both Public Works and Planning. Information Waived PbWk/Ping Office Use Only. Comments & Conditions. 11. Lot lines for 300 ft. from the site's property lines including right- of -ways. x FROJECT DESCRIPTION AND ANALYSIS: SITE PLANS: 12. One set of all plans and analyses shall be stamped by a licensed professional as would normally be required in a building permit application, and have an original signature. Revisions shall satisfy this criteria. 13. A boundary and topographic survey (2 ft contours including a minimum 20 ft. beyond the property line) with all structures, impcovcm«uts, easemaits, encumbrances and right-of-way width/infrastructure. Elevations shall be City of Tukwila datum (NOV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor. 14. Location of all sensitive areas (e.g., streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed pa TMC 18.45. Also show trees over 4" caliper, indicating those to be saved. All proposed sensitive area and tree protection measures shall be shown. 15. 100 yr. flood plain boundary and elevation as shown on FEMA maps. V A 16. Building footprint with changes in elevation, site improvements with sufficient dimensions to be accurately described and located (e.g., budding square footage keyed to parking standards, driveways, firelanes, parking layout, loading and service areas, landscape areas, inckerieslretaining walls, fences, pedestrian and recreation features, building and site lighting, mechanical emits (with screening integrated with bolding design), signage per Sign Code, and any street furniture.) 17. Fire access lanes and turn-grounds to be per Fire Department standards. 18. For sewer and water (domestic and fire): Existing and proposed utility easements and improvements, on site and in street 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). 19. Document sewer and water availability if provided by other than the City of Tukwila, 20. Storm drainage - Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 1634.060(D) (e.g., detention ponds/vaults, frop -T elbows, 21. Storm drainage - Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with King County Surface Water Drainage Manual's Core and Special Requirements. 03 , WED 09:40 FAX 206267 AHBL INC + AHBL TACOMA a 007 C \homepage \h kwda \dcd\appa \UUPCKLST.DOC.9 /1/00 03/17/04 WED 10:35 [TX /RX NO 7832] 1j007 Information Required May be waived in unusual cases upon approval of both Public Works and Planning. Information Waived PbFrk/Ping Office Use Only. Comments & Conditions. 22. Fire hydrant - Locate the nearest existing hydrant and all proposed hydrants (adequate fire flow demonstrated in the "rater availability" documentation). 23. Scholastic road design. , 24. Landscape planting plan by a Washington State licensed landscape architect One set of all plans and analyses shall have a wet ASLA stamp and original signature. Additional copies of the signed set maybe submitted to satisfy the total number of copies marred. Revisions shall satisfy this criteria. 25. Lunch aire plan — including location and type of street and site lighting, prod fire cut sheets, site light levels (foot- candles) and the effectiveness of shielding to contain all direct igtanination on site (e.g., direct illumination off site and maximum 2 ft candles at the property line). ) • us,417 /04 WED 09:41 FAX 206267 AHBL INC AHBL TACOMA tQ 008 C \homepage\ W kwd. \dca\apps \UUPCKLSr.00C, 9/1/00 03/17/04 WED 10:35 [TX /RX NO 7832] 0008 UNCLASSIFIED USE PERMIT REVIEW CRITERIA City Council approval of an Unclassified Use Application is based on nine (9) criteria (TMC 18.66.060) and a determination that the project is consistent with the Tukwila Comprehensive Plan (TMC 18.100.030). The City Council may approve the project as proposed, establish conditions on the project approval, or deny the project. Please discuss development consistency with the nine (9) decision criteria presented below. Use additional pages as needed. Please consult the Comprehensive Plan for policies related to your development. Note that more than one category of policies may apply. Amposal.• As part of the Foster Point Utility Improvement proposal, a sanitary sewer lift station will be installed east of the 56t Avenue bridge in the Low Density Residential (LDR) Zone. Sewer lift stations are listed as an unclassified use in the LDR Zone. Unclassified Use Permits require demonstration of consistency with the following criteria. CRITERIA FOR UNCLASSIFIED USES (TMC 18.66.060) 1) • Where appropriate and feasible, all facilities shall be undergrounded. The mechanical elements of the proposed lift station will be underground. Appurtenant facilities, such as control panels, will be housed in a 10 foot square building. A back -up generator will be housed in a second structure of approximate dimensions 3.5 feet by 10 feet. The facilities will be located on an asphalt pad of about 30 feet by 40 feet. 2) The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. Minor noise impacts may be associated with the pumps, when in operation. These impacts will be limited due to the underground location of the pumps. On rare occasions of electrical power failure, and during maintenance periods requiring operation of the generator, noise impacts will be greater. The above - ground structures housing the appurtenant facilities will be surrounded by a noise - damping barrier to mitigate potential impacts. To ensure that the potential for surcharging is minimized, the facility will include a generator for power source redundancy and telemetry to provide notification of mechanical issues. 3. The proposed use shall meet or exceed the same standards for parking, landscaping,yards and other development regulations that are required in the district it will occupy. All structures will meet the parking, landscaping, setbacks, and height and requirements of the LDR Zone. 4. The proposed development shall be compatible generally with the surrounding land uses. The proposed use will be compatible with the surrounding single family neighborhood. The above- ground elements of the lift station will be comparable in scale to single family accessory structures. Activities on the site will be limited to facilities maintenance. 1 • Unclassified Use Permit Criteria September 24, 2002 ' AHBL, Inc. 2 5. The proposed development shall to the maximum extent feasibk be consistent with and promote the goals, objectives, and policies of the Comprehensive Land Use Policy Plan and adopted area plans The proposal is consistent with the goals, objectives and policies of the Comprehensive Plan. The following policies are most applicable to the proposed lift station. Policy 12.1.22 Design, construct, and maintain facilities so as to minimize their impact on adjacent neighborhoods and businesses. Policy 12.1.25 Serve all existing and potential residences and businesses with a sewer utility. 6. The proposed unclassified use shall, to the maximum extent feasibk, mitigate all significant adverse environmental impacts on public and private properties Full consideration shall be given to: a. alternative locations and /or routes that reduce or eliminate adverse impacts; and b. alternative designs that reduce or eliminate adverse impacts Impacts from the proposed facility are anticipated to be minimal. Potential locations for the proposed facility are largely constrained by the service area, topography, the location of the river, and development costs. All potential sites are within the single family neighborhood. Design of the facility is largely defined by its function, and will be consistent with City of Tukwila standards for lift stations. Potential impacts will largely be auditory. The pump facility will be underground, although appurtenant electrical and control facilities will be housed in surface structures. The above - ground facilities may produce low - level noise impacts, as part of normal operations. In the event of an electrical power failure, the generator would produce higher levels of noise impact, although this would be mitigated by the sound barrier proposed to surround the facility. 7. In the event that a proposed essential public facility of a countrywide or statewide nature creates an unavoidable significant adverse environmental or economic impact on the community, compensatory mitigation shall be required. Compensatory mitigation shall include public amenities, incentives or other public benefits which offset otherwise unmitigated adverse impacts of the essential public faciliry. Where appropriate, compensatory mitigation shall be provided as close to the affected area as possible. The proposal does not include essential public facilities of a countywide or statewide nature. 8. For uses in residential areas, applicants shall demonstrate that there is no reasonable alternative site for the use. The area to be served is zoned for and contains residential uses. The topography and location of the river channel preclude an alternate site for the lift station outside of the LDR Zone. 9. For uses in residential areas, applicants shall demonstrate the use provides some tangible benefit for the neighborhood The proposed lift station is necessary to provide sanitary sewer service to the Foster Point neighborhood. Sewers will provide a tangible benefit to the property owners. APPLICATION NAME OF PROJECT/DEVELOPMENT: 1 o51Ett- ?CWT tJA:?E0-. S 6W8 A 2oAPLOAY (M.paooE/'teI. rs LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 1 - p(L01ecr t � f c ERZYU, 1 oc.A %.) THs rosins_ po INT IJ�I og.4oi 4 D TLJ E.FN A-NI) IN CL- S INTE7ZOK611 r0 A-OE A.00 t1 8e D UTh 13 (A- Pt-At .E Quarter: NO Section: II-. Township: 23' t Range: O 1 8! $ 14J f i S 11 , T .23 • R 0 � (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: MK . M tcw*E.l, CUS i C. K, 7U KtJ ILA PCP /he'rM T 0 F ?HBO c 1 e e z Address: 4300 Si, trr1 -t C CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanna,ci.tukwila.wa.us h.outzvA -D YvtcwILA, EOA 1gieT -2sts one: Ph.Z.o 6 --- �� ��� -- FAX: (Z00431" SEPA ENVIRONMENTAL REVIEW Signature:_ Date: FOR STAFF USE ONLY SIERRA TYPE P SEPA Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: APPLICATION NAME OF PROJECT/DEVELOPMENT: 1 o51Ett- ?CWT tJA:?E0-. S 6W8 A 2oAPLOAY (M.paooE/'teI. rs LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 1 - p(L01ecr t � f c ERZYU, 1 oc.A %.) THs rosins_ po INT IJ�I og.4oi 4 D TLJ E.FN A-NI) IN CL- S INTE7ZOK611 r0 A-OE A.00 t1 8e D UTh 13 (A- Pt-At .E Quarter: NO Section: II-. Township: 23' t Range: O 1 8! $ 14J f i S 11 , T .23 • R 0 � (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: MK . M tcw*E.l, CUS i C. K, 7U KtJ ILA PCP /he'rM T 0 F ?HBO c 1 e e z Address: 4300 Si, trr1 -t C CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanna,ci.tukwila.wa.us h.outzvA -D YvtcwILA, EOA 1gieT -2sts one: Ph.Z.o 6 --- �� ��� -- FAX: (Z00431" SEPA ENVIRONMENTAL REVIEW Signature:_ Date: November 19, 2002 Brad Medrud AHBL, Inc. 316 Occidental Avenue South, Suite 320 Seattle, WA 98104 SUBJECT: Tukwila — Foster Point Improvements Dear Mr. Medrud: Sincerely, Michael P. Cusick Associate Development Engineer E After preliminary review of the land use application requirements associated with the above referenced project, certain submittal items shown on the attached Complete Application Checklist are hereby waived by the Public Works Department �.. U: nrd/ ua:vc rtiA cuoco/Z4Z9 AHBL INC AHBL TACOMA lQ 009 Sc rw 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED, TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT STANDARDS. Department 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. COMPLETE APPLICATION CHECKLIST TABLE C:\hoe+epage\ tukwda \dcd \apps \SEPAAPP.DOC. 08/31/00 03/17/04 WED 10:35 [TX /RX NO 7832] Z009 Information Required Maybe xtaivedin unusual cares, upon approval of both Public Works and Planning Information Waived PbP /Pbnz Office Use Only Comments & Conditions. APPLICATION FORMS: 1. Application Checklist one (1) copy, indicating items submitted with application. 2. Four (4) copies of supporting studies with original signatures and license stamp as needed. 3. Complete Application Packet Six (6) copies of applicatlnn fnrm and full Ci7eri plane. Ane tot of all plans reduced to 8.5" by 11" (High Quality Photo Reduction) and other materials and information as specifically listed in Project Description and Analysis, Site Plans, Landscape Plan and Elevations. 4. SEPA Environmental Checklist (6 copies) and fee (5325). )( Fct 1•R % v i - Ciro PUBLIC NOTICE MATERIALS: L-s 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the REQUIRES PUBLIC NOTICE. 6. Two (2) sets of mailing labels for all properly owners and tenants (residents and businesses) within 500 feet of the subject property. See Public Notice Materials. Note: Each unit in multiple - family buildings -e.g. apartments, condos, trailer parks must be included). SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION 7. Vicinity Map with site location. 8. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. 9. Title Report -- Clearly establish status as legal lot(s) of rccord, ownership, all known easements and encumbrances. 10. Lot lines for 300 ft. from the site's property lines including right -of -ways. �.. U: nrd/ ua:vc rtiA cuoco/Z4Z9 AHBL INC AHBL TACOMA lQ 009 Sc rw 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED, TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT STANDARDS. Department 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. COMPLETE APPLICATION CHECKLIST TABLE C:\hoe+epage\ tukwda \dcd \apps \SEPAAPP.DOC. 08/31/00 03/17/04 WED 10:35 [TX /RX NO 7832] Z009 SEPAIIPP -VU 11203 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206)431-3665 E - mail: tukplan @ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING 0 .SC Ave s.' PUBLIC INFORMATION SIGN(S) �) 4 S'avlH , 33 411- 5'i . Q '12 Ave So✓n, V State of Washington 34(f 1 - 7 ° 1 717 7 County of King City of Tukwila I A 4 L a c, e c i- S I k, (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on yht, a (' -zoo 4 1 the Public Notice Board(s) in accordance with Section 18.104.110 and the othel applicable guidelines were posted on the property located at so as to be clearly seen from each right -of -way primary el / t vehicular access to the property for application file number `E Lt.- ear "—'." I herewith authorize the City of Tukwila or its representative to I• . ,, dispose of the sign at the property owner's expense, if not remove • �� `� el'. r or within fourteen (14) days of a Notice letter. # 4,...• SUBSCRIBED AND SWORN to before me this ig÷i1 day of May 2004 5" .-o 714 AW sa ✓ !Z 1 Applican / or Project Manager's Signature On this day personally appeared before me/ yy, `� k as (e._ l� to me known to be the individual who executed the foregoing instrument and acknowledged that she signed the same her voluntary act and deed for the uses and purposes mentioned therein. a i 1, i I / a,. i : � '•,. I NOTARY PUBLIC in and for a State of Washington o NOTARY % Renfo v y residin g at PUBUG • / 6 16 0� • My commission expires 6 — �6 — 0 4 ST TUKWILA — FOSTER POINT IMPROVEMENTS PROJECT LOCATION The project area is generally the Foster Point neighborhood, be'een and including Interurban Avenue South and South 130 Place (50 Place Soulh). Work will primarily occur in the rights of way of Interurban Avenue South, 56th Avenue South, 57 Avenue South, South 133` Street, South 130t Place, South 50t Place and Pamela Drive. Outside of dedicated rights of way, a sewer lift station will be installed at north of 56t Avenue South in the vicinity of the bridge on tax parcel 217200 -0155, and the force main will pass through a portion of tax parcel 000300 -0032 south of the Duwamish River. The project area is located in the northwest quarter of section 14, township 23 north, range 4 east, and the southwest quarter of section 11, township 23 north, range 4 east, W.M., in King County, Washington. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2" Addition, and Allentown Addition. Access to the project area is from Interurban Avenue South on 56 Avenue South, for development occurring southwest of South 130 Place. Access to South 130 Place and 50 Place South is via 42 " Avenue South and South 124 Street. RECEIVED CITY OF TUKWILA f AR 0 2 2004 PERMIT CENTER LON -bl0 ovi xi/ vs 'mu to:of rAA 2002672429 AIBL INC Date: 9 zit / a Z Applicant Name: (")W 3 VEWN►SGnl rpm_ GI of TO Kul LA Street Address: "31 6 nce-1 O eril7IkL. // V 0\10E S . ) S ?E 3 ZO, City, State, Zip: ,S6 \ ) \A /A 1%)o t{ Telephone: (700 Zb 7- 2.'t7.0 DIRECTIONS City of Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle `Yes" or `No," and proceed to the next question as directed by the checklist To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take' is indicated. May 24, 2001 1 invy . , AHBL TACOMA e003 1 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof; which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 (TO Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18-8). Please circle appropriate response. NO - Continue to Question 3-0 . Continue to Question 2 -1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. NO - Continue to Question 4-0 YWAS Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 - 11). This includes fuel or other chemicals stored on - site during construction. Please circle appropriate response. NO - Continue to Question 5-0 o C s i l Continue to Question 5 - 0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. NO - Continue to Question 6-0 S Continue to Question 6-0 unu ta:az raA Luuzeiza4u May 24, 2001 AHBL INC �� ► AHBL TACOMA 004 City of Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and sche doled maintenance. Continue to the next question as directed for each No or Yes answer. 2 ••r• �• -_ .. a.0 iu.uu at1A LVULU /L'Lif Part A (continued) Part B continued) May 24, 2001 ABM, 1NC -'-'y AHBL TACOMA City of Tukwila ESA Screening Checklist 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -13). For the purpose of this analysis, this includes the establishment of new - lawn or grass. Please circle appropriate response. Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered iu Part C. Please circle appropriate response. NO - Continue to Question 1 -2 Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Grcen/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your projcct involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 1 -3 Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2-0 (Page 2) C Continue to Question 1-4 3 03/17/04 WED 16:50 (TX /RX NO 78381 el005 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO Continue to Question 3-0 (Page 2) �YE S)Continue to Question 2-2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2-4 a Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen tees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. Cr. Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 1) Continue to Question 2-5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) 6 1:S.) Continue to Question 3-0 (Page 2) v,tu 1x:54 FAA 2M52672 May 24, 2001 Visor AHBL INC AHBL TACOMA 1006 City of Tukwila ESA Screening Checklist 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2-0 (Page 2) Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 4 03/17/04 WED 16:50 ETX /RX NO 7838] 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3-2 Continue to Question 3 - 2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. Continue to Question 3-3 YES - Continue to Question 3-3 3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. 4 : Continue to Question 3 - 4 YES - Continue to Question 3-4 3 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3-5 Continue to Question 3-5 3 -5 Will the project require the removal of debris from within the ordinary high water nark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-6 Continue to Question 3-6 vs /Iriu4 Who 15:55 FAX 2062672'19 May 24, 2001 ARBL INC AHBL TACOMA fj 007 City of Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 5 03/17/04 WED 16:50 [TX /RX NO 7838] r. , Ld, uY rrnL .U. ,u rite zunz tz4zu AHBL INC Part D (continued) AHBL TACOMA tQ 008 City of Tukwila ESA Screening Checklist 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO Continue to Question 3-8 YES - Continue to Question 3-8 3 -8 Will Iltc ptujoc t iududc bank stabilization? For tho purpose of this analytic, bank ctabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) Continue to Question 4-0 (Page 2) May 24, 2001 6 03/17/04 WED 16:50 [TX /RX NO 7838] ENVIRONMENTAL CHECKLIST for Tukwila - Foster Point Improvements April 2004 Prepared For: Michael Cusick City of Tukwila Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 -2545 Prepared By: Owen Dennison, AICP Reviewed By: Brad Medrud, AICP Project Manager 201142.30 STATE ENVIRONMENTAL CHECKLIST Applicant responses: A. BACKGROUND 1. Name of proposed project: Tukwila — Foster Point Utility Improvements 2. Name of Applicant: City of Tukwila Public Works Department 3. Date checklist prepared: April 2, 2004 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in June 2004, and is anticipated to be completed in approximately five months. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No other plans for future additions, expansion, or further activity related to or connected with this proposal are currently identified. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report by GEO Engineers, Inc., dated March 4, 2002. The report analyzes the soil conditions for the sanitary sewer lift station site only. Agency Comments 2 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No applications are known to be pending for government approvals of other projects directly affecting the property covered by the current proposal. 9. List any governmental approvals or permits that will be needed for your proposal, if known. City of Tukwila: SEPA Shoreline Substantial Development Permit Flood Control Zone Permit Unclassified Use Permit Construction Permit Right -of -Way Permit Department of Natural Resources: Hydraulic Project Approval (Part of DARPA) Aquatic Resources Use Authorization Notification /Determination of Leasing (Part of DARPA) Department of Ecology: NPDES 10. Give a brief, complete description of your proposal, including uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information or project description). The proposed project in the Foster Point neighborhood will involve the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with an emergency generator and an ancillary building, and upgrades to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133rd Street right -of -way an existing stormwater line is proposed to be replaced and the existing stormwater outfall line is proposed for replacement. The stormwater outfall line will be replaced as maintenance with the same size, slope and alignment as the existing line. The existing stormwater line to the north, is also proposed to be replaced and a new water line added to the north. Water quality units will be added in 3 locations within the project area to monitor water runoff quality. Riprap will be salvaged during construction of Agency Comments 3 the outfall and will be replaced with additional of 16 -inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the underside of the sidewalk portion of the existing 56th Avenue South bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56th Avenue South, 57th Avenue South, South 133 Street, South 130th Place, 50th Place South, Interurban Avenue South and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and street improvements, including curb, gutter and sidewalk to all public streets within the subject area. 11. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project area is generally in the Foster Point neighborhood, between and including Interurban Avenue South and South 130th Place. Work will primarily occur in the rights of way of 56th and 57th Avenues South, South 133 Street, South 130th Place and Pamela Drive. Outside of dedicated rights of way, a sewer lift station will be installed north of 56th Avenue South in the vicinity of the bridge. A water line will also be installed in South 130th Avenue and 50th Place South, north and west of the Foster Point neighborhood. The project area is located in the northwest quarter of section 14, township 23 north, range 4 east and the southwest quarter of section 11, township 23 north, range 4 east, W.M. and the , in King County, Washington. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and Allentown Addition. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes, portions of the project area lie within the City's Shoreline Overlay District. Agency Comments 4 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep, slopes, mountains, other (applicable items are underlined) b. What is the steepest slope on the site (approximate percent slope)? The areas where most work will occur have slopes under 2 percent. Slopes along the shoreline are in excess of 100 %. c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck): If you know the classification of agricultural soils, specify them and note any prime farmland. Soil Conservation Service information is not available. However, the project will occur in the Duwamish River valley where alluvial soils, native sands and silts, are typical. d. Are there surface indications of history of unstable soils in the immediate vicinity? If so, describe. None known. e. Describe the purpose, type and approximately quantities of any filling or grading proposed. Indicate source of fill. Grading will occur as part of the improvements to Pamela Drive. Structural fill will be imported, as necessary, to provide a base for Pamela Drive and as a base for reconstructing the other streets in the neighborhood. Additional structural fill may be necessary for backfill of excavated utility trenches. Quantities and sources are not known at this time. During replacement of the outfall line extending from the South 133rd right -of -way, approximately 113 cubic yards of material will be removed and replaced. The existing riprap along the shoreline will be salvaged prior to construction. Following construction, the existing riprap will be replaced, supplemented as necessary by 16 -inch to 24- inch riprap, to achieve the existing riprap elevation. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Agency Comments 5 g. 2. Air The proposal will include excavation for street and utility improvements in Pamela Drive, relocation and replacement of stormwater lines in the unimproved portion of the South 133rd Street right of way and improvement of the outfall at this location. The potential for erosion impacts exists during each of these construction activities. About what percent of the site will be covered with impervious surface after project construction (for example: asphalt or buildings)? Much of the project area is currently developed as paved roadway. Additional impervious surface will occur with construction of Pamela Drive and the asphalt pad for the lift station site. Together, these will add about 14,357 square feet of impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fencing is proposed for erosion control. During construction, new catch basins will be installed. All catch basins will have protection throughout the construction period. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Construction vehicles and equipment are a potential source of exhaust emissions. Additionally, dust may be raised from grading and excavation activities. Following construction, the only impacts to the air directly resulting from the proposed improvements would be exhaust from the occasional operation of the lift station back -up generator. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions other impacts to air, if any. Site watering will be used to control dust particles during clearing and grading activity. Construction vehicles are typically equipped with Agency Comments 6 3. Water factory - installed mufflers and spark arrestors that will control excessive emissions. The emergency generator for the proposed lift station will meet Puget Sound Clean Air regulations. a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River surrounds the Foster Point neighborhood generally on the north, south and west. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The proposal would require work within 200 feet of the Duwamish River. Work within 200 feet of the water will include much of the street improvements proposed for Pamela Drive. This will include grading, placing imported road bedding, placing utility lines, and paving with asphalt wedge curbs. The roadway will be constructed to a width of 24 feet. Other work within 200 feet of the water will include replacement and installation of water, stormwater and sanitary sewer mains in existing developed roadways. There will also be installation of water and stormwater mains in the northern portion of the project that will fall within 200 feet of the river. This will entail excavation and refilling of utility trenches, followed by repaving the disturbed portions of the road. Additionally, in the undeveloped right of way of South 133rd Street extending southeast from the south end of 157th Avenue South, a stormwater line will be replaced, and the existing stormwater outfall line will be replaced following the existing alignment, slope and size. Riprap along the shoreline at the location of the stormwater outfall will be salvaged during construction and reused and augmented with additional riprap, as necessary, to provide energy dissipation. Agency Comments 7 b. Ground None. No. A 4 -inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56th Avenue South bridge. South of the bridge, the force main will leave the right -of -way and cross an improved public area to the northwest of the southern bridge entrance, then follow the sidewalk to an existing manhole. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. The proposal would increase the number of roadside catchbasins, which may have the effect of diverting surface water from existing patterns of flow from paved streets. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Areas along the Duwamish River are identified as 100 -year floodplains. The surface water outfall improvement extending from South 133rd Street and the sanitary sewer force main, as it crosses the 156th Avenue South bridge, appear to fall within the 100 -year floodplain boundary. Additionally the new stormline and water mains installed in the northern portion of the project area, also appear to be included within the 100 -year floodplain. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. 1, Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Groundwater that enters utility trenches during construction will be withdrawn through dewatering. The necessity for or extent of dewatering of utility trenches is unknown at this time. Agency Comments 8 4. Plants 2. Describe all waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals.....; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged. c. Water Runoff (including stormwater): 1. Describe the source of runoff (including stormwater) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Runoff from public streets and from the paved area surrounding the lift station will be collected in catch basins and then flow to existing outfalls to the Duwamish River. There will be three water quality units installed in various locations in the proposed project that will serve to monitor water quality runoff. 2. Could waste materials enter ground or surface waters? If so, generally describe. Waste materials carried by surface waters collected in catch basins in public streets may be discharged to the Duwamish River. d. Describe proposed measures to reduce control surface, ground, and runoff water impacts, if any. The project will comply with all applicable City of Tukwila requirements for stormwater runoff treatment. The installation of three water quality units in the proposed project will serve to monitor the water quality of runoff. a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: cottonwood X evergreen tree: fir, cedar, pine, other X shrubs pasture Agency Comments 9 crop or grain X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other X water plants: water lily, eelgras, milfoil, other other types of vegetation The Foster Point neighborhood is currently comprised of single family development, interspersed with undeveloped areas. The developed single family areas contain landscaping typical of residential yards. Undeveloped areas include both small grassy fields and small forested areas with native trees and underbrush. Since the project will primarily be confined to existing developed rights of way, a complete botanical inventory has not been produced. b. What kind and amount of vegetation will be removed or altered? Limited removal of vegetation will be necessary for the portion of Pamela Drive not currently disturbed, for the lift station site, for the outfall replacements and as required within the other rights -of -way to construct the proposed improvements. Limited, temporary impacts may occur to vegetation along the public streets proposed for utility improvements from construction vehicles and activities. c. List threatened or endangered species known to be on or near the site. None know. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Native landscaping will be used to replant disturbed areas within 200 feet of the Duwamish River. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other. Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: The project area is adjacent to or and in the vicinity of the Duwamish River shoreline and includes low density residential development as well as undeveloped areas. It is likely that a variety of bird, mammal and fish species inhabit theses environs. Except for the partially developed right of way that is proposed for construction of a public Agency Comments 10 street, the area proposed for stormwater system improvements extending southeast from South 133rd Street, the sanitary sewer alignment south of the bridge, and the site for the lift station adjacent to 156th Avenue South, the project site is within developed rights -of- way. b. List any threatened or endangered species known to be on or near the site. None observed. c. Is the site part of a migration route? If so, explain. This site is part of the Pacific Flyway, a migratory route for a variety of bird species. The Duwamish River is a migratory route for anadromous fish species. 6. Energy and Natural Resources a. What kind of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for operating the sanitary sewer lift station. The lift station facility will also include a diesel- powered back -up generator. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, except for the lift station facilities, a portion of which will be up to ten feet above grade, the proposed improvements are at or below grade. c. What kind of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. No energy conservation measures are proposed. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazard waste, that could occur as a result of this proposal? If so, describe. Agency Comments 11 b. Noise None The emergency power generator will have 70 gallon diesel fuel tank, designed and installed per governmental regulations. Power failure to the lift station could create a small risk of effluent surcharging. 1. Describe special emergency services that might be required. 2. Proposed measures to reduce or control environmental health hazards, if any. The surcharging risk is minimized by redundant power supply (emergency generator) and telemetry to provide early notification of potential problems. 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The proposal is to improve public utility and transportation infrastructure. The project would not be affected by external noise impacts. 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short -term noise impacts will result from construction activities. The only potential long -term source of noise resulting from the proposed improvements would be from the lift station and back -up generator. The lift station will produce a low hum when in operation. Since the facilities will be below grade, these noises should be muffled and negligible. The operation of the above - ground facilities may also produce minor noise impacts. In emergency situations when electrical service is not available to the lift station and during periods of equipment maintenance, the emergency generator will produce more significant audible impacts. 3. Proposed measures to reduce or control noise impacts, if any. Agency Comments 12 8. Land and Shoreline Use The lift station facilities will be surrounded by a noise barrier to reduce potential impacts, and the generator will be equipped with noise attenuation features. a. What is the current use of the site and adjacent properties? The project area is primarily existing developed roadways used for transportation purposes. The site of the proposed lift station is currently vacant. The developed and partially - developed rights of way proposed for utility and roadway improvements are primarily used for residential vehicular circulation. A portion of the South 133rd Street right of way is currently undeveloped and not used for vehicular access. Land uses adjacent to the areas proposed for improvements are primarily single family and vacant. One industrial building, apparently vacant, is situated in the neighborhood. b. Has the site been used for agriculture? If so, describe. Unknown. c. Describe any structures on the site. Areas of the project site are vacant or roadway. d. Will any structures be demolished? If so, what? No demolition will occur as part of this application. e. What is the current zoning classification of the site? f. What is the current comprehensive plan designation of the site? g. Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. If applicable, what is the current shoreline master program designation of the site? Lands within 200 feet of the Duwamish River are mapped as Shoreline Overlay District. All shorelines within the City of Tukwila are Agency Comments 13 1• 9. Housing designated Urban environment. (18.44.020 TMC) The provisions of the King County Shoreline Master Program apply to areas east of the Duwamish River. The City of Tukwila Shoreline Master Program applies to areas west of the river. h. Has any part of the site been classified as an "environmentally sensitive area? If so, specify. Portions of the shoreline area are mapped for 100 -year floodplain. The elements of the project that may occur within the floodplain area include the stormwater outfall improvements on the river bank adjacent to the South 133rd Street right -of -way and the new storm and water lines located in the northern portion of the project. i. Approximately how may people would reside or work in completed project? No one would reside or work in the completed project. City employees will maintain the facilities at intervals, but no regular employment will occur on -site. Approximately how may people would the completed project displace? No displacement would occur as a result of the proposal. k. Proposed measures to avoid or reduce displacement impacts, if any? Not applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The project is proposed to support existing land uses and future land uses that would be allowed under Tukwila's Comprehensive Plan and land use regulations. a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low- income housing. Agency Comments 14 No residential units would be eliminated as a result of this application. c. Proposed measures to reduce or control housing impacts, if any. Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? The lift station facilities are the only above -grade structures proposed. The height of these structures will not exceed 10 feet, except for a telemetry pole that will be approximately 14 -feet. b. What views in the immediate vicinity would be altered or obstructed? The proposed utility work is at or below grade. The lift station would be located within an existing single family neighborhood. The topography is flat in the vicinity of the proposed site of the lift station. The lift station may alter views, but no obstructed views are anticipated. c. Proposed measures to reduce or control aesthetic impacts, if any. The proposal will meet all applicable limitations in the City's development regulations for height, massing and setbacks. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No glare will be generated by the proposed improvements, except for a yard light at the lift station site. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? Agency Comments 15 None. d. Proposed measures to reduce or control light and glare impacts, if any? 12. Recreation A shield will be provided on the lift station yard light to reduce light glare to adjacent properties. a. What designated and informal recreational opportunities are in the immediate vicinity? Foster Golf Course is adjacent to the south, across the Duwamish River. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. No measures to reduce or control impacts on recreation are proposed. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? No. If so, generally describe. To our knowledge, there are no places or objects associated with the site that are known at this time to be on any historic register. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To our knowledge, there are no landmarks or other features of known importance on or in the immediate vicinity of the site. c. Proposed measures to reduce or control impacts, if any. If culturally significant objects are found during site preparation work, the Washington State Office of Archaeology and Historic Preservation will be notified, and appropriate measures will be taken. Agency Comments 16 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project will primarily occur within existing public streets, including 56th and 57th Avenues South, South 133rd Street, South 130th Place, 50th Place South, and Pamela Drive. The project area is connected to the larger street system via the 156th Avenue South bridge to Interurban Avenue South. South 130th Place and 150th Place South connect to Interurban Avenue South via South 124th Street and 42nd Avenue South. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? The Tukwila Park and Ride lot is adjacent to the point of access to the Foster Point neighborhood at Interurban Avenue South and South 56th Avenue South. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project would include one parking space at the lift station for maintenance employees. No parking spaces would be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Road improvements included in the proposed project would occur exclusively within existing dedicated rights of way. The proposal will include improvements to Pamela Drive to upgrade the right of way from gravel to pavement. Roadways will be repaved following utility construction, including asphalt wedge curbs, gutter and sidewalk. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. An existing railroad right of way is adjacent to the Foster Point neighborhood across South 130th Place. The adjacent stretch of the Duwamish River is not known to be used for commercial transportation. Agency Comments 17 g• 15. Public Services f. How many vehicular trips per day would be generated by the completed project? If known, indicated when peak volumes would occur. The competed project would generate no vehicular trips. Proposed measures to reduce or control transportation impacts, if any. No measures are proposed. a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce or control direct impacts on public services, if any. 16. Utilities Increased linear feet of public streets, sanitary sewers, water mains and surface water lines and an increased number of catchbasins will result in an increased need for facilities maintenance services. No measures are proposed. a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: (applicable items are underlined) Electrical power is available for operation of the lift station. Water service is currently available to the Foster Point neighborhood. The proposed improvements will upgrade the water facilities. The area is not currently served by sanitary sewer facilities. These will be installed as part of the current proposal. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: City of Tukwila Storm Sewer: City of Tukwila Water: City of Tukwila Construction activities associated with provision of the above utilities are described in the project description. Agency Comments 18 C. SIGNATURE The above answers are true and complete to the best or my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: it) 61J--e-e-,,, 1/z / Agency Comments 612 19 Eok -cvt_ ENVIRONMENTAL CHECKLIST for Psovie Fri Tukwila - Foster Point Crr r car TU t r:,; . Improvements PERMIT CENTEK November 2002 Prepared For. Michael Cusick City of Tukwila Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 -2545 Prepared By: Owen Dennison, AICP Reviewed By: Brad Medrud, AICP Project Manager 201142.30 Applicant responses: A. BACKGROUND This Environmental Checklist is based on one provided by the City of Tukwila. STATE ENVIRONMENTAL CHECKLIST 1. Name of proposed project: Tukwila — Foster Point Improvements 2. Name of Applicant: AHBL, Inc. for the City of Tukwila 3. Date checklist prepared: October 2, 2002. 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in June 200/, and is anticipated to be completed in approximately five months. p.c 311 lo c.l 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No other plans for future additions, expansion, or further activity related to or connected with this proposal are currently identified. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechni¢al Report by GEO Engineers, Inc., dated March 4, 2002. The report analyzes the soil conditions for the sanitary sewer lift station site only. Agency Comments 2 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No applications are known to be pending for government approvals of other projects directly affecting the property covered by the current proposal. 9. List any governmental approvals or permits that will be needed for your proposal, if known. City of Tukwila: SEPA Shoreline Substantial Development Permit Flood Control Zone Permit Unclassified Use Permit Construction Permit Right -of -Way Permit Department of Natural Resources: Hydraulic Project Approval (Part of JARPA) Aquatic Resources Use Authorization Notification /Determination of Leasing (Part of JARPA) Department of Ecology: NPDES 10. Give a brief, complete description of your proposal, including uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information or project description). The proposed project in the Foster Point neighborhood will involve the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with an emergency generator and an ancillary building, and upgrades to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133 Street right -of -way an existing stormwater line is proposed to be relocated and the existing stormwater outfall line is proposed for replacement. The stormwater outfall line will be replaced as maintenance with the same size, slope and alignment as the existing line. Riprap will be salvaged during construction of the outfall and will be replaced with additional of 16 -inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the Agency Comments 3 ier) underside of the sidewalk portion of the existing 56th Avenue South bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56 Avenue South, 57th Avenue South, South 133 Street, South 130th Place, 50th Place South, Interurban Avenue South and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and the repaving of all public streets within the subject area. 11. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project area is generally in the Foster Point neighborhood, between and including Interurban Avenue South and South 130th Place. Work will primarily occur in the rights of way of 56 and 57th Avenues South, South 133rd Street, South 130th Place and Pamela Drive:. Outside of dedicated tights of way, a sewer lift station will be installed north of 56th Avenue South in the vicinity of the bridge. A water line will also be installed in South 130th Avenue and 50th Place South, north and west of the Foster Point neighborhood. The project area is located in the northwest quarter of section 14, township 23 north, range 4 east and the southwest quarter of section 11, township 23 north, range 4 east, W.M. and the , in King County, Washington. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and Allentown Addition. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes, portions of the project area lit within the City's Shoreline Overlay District. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep, slopes, mountains, other (applicable items are underlined) .. Agency Comnieats 4 x b. What is the steepest slope on the site (approximate percent slope)? The areas where most work will occur have slopes under 2 percent. Slopes along the shoreline are in excess of 100 %. c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck): If you know the classification of agricultural soils, specify them and note any prime farmland. Soil Conservation Service information is not available. However, the project will occur in the Duwamish River valley where alluvial soils, native sands and silts, are typical. Are there surface indications of history of unstable soils in the immediate vicinity? If so, describe. None known. e. Describe the purpose, type and approximately quantities of any filling or grading proposed. Indicate source of fill. Grading will occur as part of the improvements to Pamela Drive. Structural fill will be imported, as necessary, to provide a base for Pamela Drive and as a base for reconstructing the other streets in the neighborhood. Additional structural fill may be necessary for backfill of excavated utility trenches. Quantities and sources are not known at this time. During replacement of the outfall line extending from the South 133rd right -of -way, approximately 113 cubic yards of material will be removed and replaced. The existing riprap along the shoreline will be salvaged prior to construction. Following construction, the existing riprap will be replaced, supplemented as necessary by 16 -inch to 24- inch riprap, to achieve the existing riprap elevation. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. The proposal will include excavation for street and utility improvements in Pamela Drive, relocation and replacement of storrnwater lines in the unimproved portion of the South 133rd Street right of way and improvement of the outfall at this location. The potential for erosion impacts exists during each of these construction activities. Agency Comments 5 g. 2. Air About what percent of the site will be covered with impervious surface after project construction (for example: asphalt or buildings)? Much of the project area is currently developed as paved roadway. Additional impervious surface will occur with construction of Pamela Drive and the asphalt pad for the lift station site. Together, these will add about 14,357 square feet of impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fencing is proposed for erosion control. During construction, new catch basins will be installed. All catch basins will have protection throughout the construction period. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Construction vehicles and equipment are a potential source of exhaust emissions. Additionally, dust may be raised from grading and excavation activities. Following construction, the only impacts to the air directly resulting from the proposed improvements would be exhaust from the occasional operation of the lift station back -up generator. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions other impacts to air, if any. Site watering will be used to control dust particles during clearing and grading activity. Construction vehicles are typically equipped with factory - installed mufflers and spark arrestors that will control excessive emissions. The emergency generator for the proposed lift station will meet Puget Sound Clean Au regulations. Agency Comments 6 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River surrounds the Foster Point neighborhood generally on the north, south and west. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The proposal would require work within 200 feet of the Duwamish River. Work within 200 feet of the water will include much of the street improvements proposed for Pamela Drive. This will include grading, placing imported road bedding, placing utility lines, and paving with asphalt wedge curbs. The roadway will be constructed to a width of 24 feet. Other work within 200 feet of the water will include replacement and installadon of water, stormwater and sanitary sewer mains in existing developed roadways. This will entail excavation and refilling of utility trenches, followed by repaving the disturbed portions of the road. Additionally, in the undeveloped right of way of South 133rd Street extending southeast from the south end of 157th Avenue South, . a stormwater line will be relocated, and the existing stormwater outfall line will be replaced following the existing alignment, slope and size. Riprap along the shoreline at the location of the stormwater outfall will be salvaged`during construction and reused and augmented with additional riprap, as necessary, to provide energy dissipation. A 4 -inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56th Avenue South bridge. South of the bridge, the force main will leave the right -of -way and cross an improved public area to the northwest of the southern bridge entrance, then follow the sidewalk to an existing manhole. Agency Comments 7 b. Ground None. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. The proposal would increase the number of roadside catchbasins, which may have the effect of diverting surface water from existing patterns of flow from paved streets. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Areas along the Duwamish River are identified as 100 -year floodplains. The surface water outfall improvement extending from South 133rd Street and the sanitary sewer force main, as it crosses the 156th Avenue South bridge, appear to fall within the 100 -year floodplain boundary 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Groundwater that enters utility trenches during construction will be Nvithdrawn dewatering. The necessity for or extent of dewatenng of utility trenches is unknown at this time. Agency Comments 8 4. Plants No waste materials will be discharged. 2. Describe all waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals.....; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. c. Water Runoff (including stormwater): 1. Describe the source of runoff (including stormwater) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Runoff from public streets and from the paved area surrounding the lift station will be collected in catch basins and then flow to existing outfalls to the Duwamish River. 2. Could waste materials enter ground or surface waters? If so, generally describe. Waste materials carried by surface waters collected in catch basins in public streets may be discharged to the Duwarnish River. d. Describe proposed measures to reduce control surface, ground, and runoff water impacts, if any. The project will comply with all applicable City of Tukwila requirements for stormwater runoff treatment. a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: cottonwood X evergreen tree: fir, cedar, pine, other X shrubs pasture crop or grain X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other X water plants: water lily, eelgras, milfoil, other other types of vegetation Agency Comments 9 s The Foster Point neighborhood is currently comprised of single family development, interspersed with undeveloped areas. The developed single family areas contain landscaping typical of residential yards. Undeveloped areas include both small grassy fields and small forested areas with native trees and underbrush. Since the project will primarily be confined to existing developed rights of way, a complete botanical inventory has not been produced. What kind and amount of vegetation will be removed or altered? Limited removal of vegetation will be necessary for the portion of Pamela Drive not currendy disturbed, for the lift station site, for the outfall replacement and as required within the other rights -of -way to construct the proposed improvements Limited, temporary impacts may occur to vegetation along the public streets proposed for utility improvements from construction vehicles and activities. c. List threatened or endangered species known to be on or near the site. 5. Animals None know. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Native landscaping will be used to replant disturbed areas within 200 feet of the Duwamish River. a. Circle any birds and animals which have been observed on or near the site or are known to.be on or near the site: Birds: hawk, heron, eagle, songbirds, other. Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other. The project area is adjacent to or and in the vicinity of the Duwamish River shoreline and includes low density residential development as well as undeveloped areas. It is likely that a variety of bird, mammal and fish species inhabit theses environs. Except for the partially developed right of way that is proposed for construction of a public street, the area proposed for stormwater system improvements extending southeast from South 133fd Street, the sanitary sewer alignment south of the bridge, and the site for the lift station adjacent to 156th Avenue South, the project site is within developed rights -of- way. • Agency Comments . 10 4 b. List any threatened or endangered species known to be on or near the site. None observed. c. Is the site part of a migration route? If so, explain. This site is part of the Pacific Flyway, a migratory route for a variety of bird species. The Duwarnish River is a migratory route for anadromous fish species. 6. Energy and Natural Resources a. What kind of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for operating the sanitary sewer lift station. The lift station facility will also include a diesel- powered back -up generator. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, except for the lift station facilities, a portion of which will be up to ten feet above grade, the proposed improvements are at or below grade. c. What kind of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. No energy conservation measures are proposed. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazard waste, that could occur as a result of this proposal? If so, describe. The emergency power generator will have 70 gallon diesel fuel tank, designed and installed per governmental regulations. Power failure to the lift station could create a small risk of effluent surcharging. Agency Comments 11 b. Noise 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any. The surcharging risk is minimized by redundant power supply (emergency generator) and telemetry to provide early notification of potential problems. 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The proposal is to improve public utility and transportation infrastructure. The project would not be affected by external noise impacts. 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term ' basis (for example:.traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term noise impacts will result from construction activities. The only potential long -term source of noise resulting from the proposed improvements would be from the lift station and back -up generator. The lift station will produce a low hum when in operation. Since the facilities will be below grade, these noises should be muffled and negligible. The operation of the above - ground facilities may also produce'minor noise impacts. In emergency situations when electrical service is not available to the lift station and during periods of equipment maintenance, the emergency generator will produce more significant audible impacts. 3.., Proposed measures to reduce or control noise impacts, if any. The lift station facilities will be surrounded by a noise barrier to reduce potential impacts, and the generator will be equipped with noise attenuation features. Agency Comments 12 8. Land and Shoreline Use g. a. What is the current use of the site and adjacent properties? The project area is primarily existing developed roadways used for transportation purposes. The site of the proposed lift station is currently vacant. The developed and partially - developed rights of way proposed for utility and roadway improvements are primarily used for residential vehicular circulation. A portion of the South 133rd Street right of way is currently undeveloped and not used for vehicular access. Land uses adjacent to the areas proposed for improvements axe primarily single family and vacant. One industrial building, apparently vacant, is situated in the neighborhood. b. Has the site been used for agriculture? If so, describe. Unknown. c. Describe any structures on the site. Areas of the project site are vacant or roadway. d. Will any structures be demolished? If so, what? No demolition will occur as part of this application. e. What is the current zoning classification of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. What is the current comprehensive plan designation of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial-(C /IL) to the west along Interurban Avenue South. If applicable, what is the current shoreline master program designation of the site? Lands within 200 feet of the Duwamish River are mapped as Shoreline Overlay District. All shorelines within the City of Tukwila are designated Urban environment. (18.44.020 TIM) The provisions of the King County Shoreline Master Program apply to areas east of the Duwamish River. The City of Tukwila Shoreline Master Program Agency Comments 13 4 applies to areas west of the river. h. Has any part of the site been classified as an "environmentally sensitive area? If so, specify. Portions of the shoreline area are mapped for 100 -year floodplain. The only elements of the project that may occur within the floodplain area are the stormwater outfall improvements on the river bank adjacent to the South 133rd Street right -of -way. Approximately how may people would reside or work in completed project? No one would reside or work in the completed project. City employees will maintain the facilities at intervals, but no regular employment will occur on -site. Approximately how may people would the completed project displace? No displacement would occur as a result of the proposal. k. Proposed measures to avoid or reduce displacement impacts, if any? j. 9. Housing Not applicable. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The project is proposed to support existing land uses and future land uses that would be allowed under Tukwila's Comprehensive Plan and land use regulations. a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low- income housing. No residential units would be eliminated as a result of this application. Agency Comments 14 c. Proposed measures to reduce or control housing impacts, if any. Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed ? The lift station facilities are the only above -grade structures proposed. The height of these structures will not exceed 10 feet, except for a telemetry pole that will be approximately 14 -feet. b. What views in the immediate vicinity would be altered or obstructed? The proposed utility work is at or below grade. The lift station would be located within an existing single family neighborhood. The topography is flat in the vicinity of the proposed site of the lift station. The lift station may alter views, but no obstructed views are anticipated. c. Proposed measures to reduce or control aesthetic impacts, if any. The proposal will meet all applicable limitations in the City's development regulations for height, massing and setbacks. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No glare will be generated by the proposed improvements, except for a yard light at the lift station site. b. Could light or glare from the finished project be a safety hazard or interfere with views ?3 No. c. What existing off -site sources of light or glare may affect your proposal? None. Agency Comments 15 d. Proposed measures to reduce or control light and glare impacts, if any? A shield will be provided on the lift station yard light to reduce light glare to adjacent properties. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Foster Golf Course is adjacent to the south, across the Duwamish River. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. No measures to reduce or control impacts on recreation are proposed. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? No. If so, generally describe. To our knowledge, there are no places or objects associated with the site that are known at this time to be on any historic register. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance lcnown to be on or next to the site. To our knowledge, there are no landmarks or other features of known importance on or in the immediate vicinity of the site. c. Proposed measures to reduce or control impacts, if any. If culturally significant objects are found during site preparation work, the Washington State Office of Archaeology and Historic Preservation will be notified, and appropriate measures will be taken. Agency Com:tients • 16 14. Transportation a. Identify public streets and highways serving the site, and" describe proposed access to the existing street system. Show on site plans, if any. The project will primarily occur within existing public streets, including 56th and 57th Avenues South, South 133rd Street, South 130th Place, 50th Place South, and Pamela Drive. The project area is connected to the larger street system via the 156th Avenue South bridge to Interurban Avenue South. South 130th Place and 150th Place South connect to Interurban Avenue South via South 124th Street and 42 Avenue South. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? The Tukwila Park and Ride lot is adjacent to the point of access to the Foster Point neighborhood at Interurban Avenue South and South 56th Avenue South. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project would include one parking space at the lift station for maintenance employees. No parking spaces would be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Road improvements included in the proposed project would occur exclusively within existing dedicated rights of way. The proposal will include improvements to Pamela Drive to upgrade the right of way from gravel to pavement. Roadways will be repaved following utility construction, including asphalt wedge curbs. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. An existing railroad right of way is adjacent to the Foster Point neighborhood across South 130th Place. The adjacent stretch of the Duwamish River is not known to be used for commercial transportation. Agency Comments 17 f. How many vehicular trips per day would be generated by the completed project? If known, indicated when peak volumes would occur. The competed project would generate no vehicular trips. Proposed measures to reduce or control transportation impacts, if any. No measures are proposed. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Increased linear feet of public streets, sanitary sewers, water mains and surface water lines and an increased number of catchbasins will result in an increased need for facilities maintenance services. b. Proposed measures to reduce or control direct impacts on public services, if any. g• No measures are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: (applicable items are underlined) Electrical power is available for operation of the lift station.. Water service is currently available to the Foster Point neighborhood. The proposed improvements will upgrade the water facilities. The area is not currently served by sanitary sewer facilities. These will be installed as part of the current proposal. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: City of Tukwila Storm Sewer: City of Tukwila Water: =- City of Tukwila Construction activities associated with provision of the above utilities are described in the project description. Agency Conan pas 18 C. SIGNATURE The above answers are a and complete to the best or my knowledge. I understand that the 1e t agency is ying on them to make its decision. Signature'/ 7 � Date Submitted: - l • Agency Comments 19 King County 19' 43 Kia C Home Services Corn et t:s Kinn C`.ntinty 1 MS Cant %r 1 NO 1 SArviaAR 1 Cnmmnnts 1 Snarrh Search 11144ft information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such nformation. King County shall not be liable for any general, special, indirect. incidental, or consequential damages including, but not limited to, st revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on is map is prohibited except by written permission of King County. Map Output King County Home 111211:111113=11 Comments KC= ArcIMS HTML Viewer Ma . g Selected Features theBulter thaButfenerget County Boundary Legend i n/ Streets Lakes and Largo Rivals D Parcel he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeGness, or rights to the use of such formation. King County shall not be liable for any general, special. Indirect, inciderdal, or consequential damages including, but not limited to, • st revenues or lost profits mulling from the use or misuse of the Information contained on this map. Any sale of this map or information on his ma • is • ohibited exce • written • ermission of KI • Coun . King County !GI S Center 1 News !Services I Comments /Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Page 1 of 1 http://www5.metrokc.goviservlet/com.eari.esrimap.Esrimap?ServiceName=overview&Clie... 3/18/2004 'WOMEN rim= tux _ ' mulE4' ANN itinglIEVA Z" UMW .assameumnsuramemon aim" AmAilowar wawilassammarmtamos rue - M,IP 0 0 e "b BEARL MCMANUS 2172000242 • 5610 S 11363 St 11POWLA. WA 98178 EAST - RIVERTON GARDEN OANEL EGBERT 2172000240 5612 S. 13321) ST. 11.1C8U WA 98178 •. .n3 titii SUZANNE VERT 2172003241 5630 S. 1331D ST. SEAM& WA 98178 S01111 (SEE SHEET C1.02) SSMI4 4 OUTSIDE DROP (SEE SiEET C102) 16 8 40+00 (SEE SISEET C1.02) I L I I fl I r co v 6 40+40 40+80 0 IAA EA tz;VEPION 0..g. dr-1v 7••■• \lo 2 • F14&F NAIES114DIT CO. .LF CPEP. 01am 41+20 11 us 14, 111t. 48 ca pi RIM' EL =15.41' • CB 114 R111 EL - 14.88 LE= LE= 10.12 - 12" 001 EL = 14.88 ' LE = 10.50 - r (N) C8 /17 LE. = 10.42 - 12.(w,E) la, 10.42 - e (S) 0 ! al CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- RIM EL = 15.41 10.34 - r 41+60 8 noe t!.4; - 1421.F...12' EPERJ0-0.32X -,•'' ,,,,' i,,-,.1'...1.A.Y.•;i4.1", i EXISING IT' WATER IAAIN I CATCH BAS54 1017 SOLO 1.0 : f o 1 ---i t *4 ! --- -+- CV s 4 42+00 4 ,0 •AON.:$ 4.\4 c tie ‘ cec, ° ,8: s.s. dy‘ • , S. 133RD •V r'12y.CPEP 0 0,51X .. 1. 11'2; SS101 7 doolrod droom choolood Rol tee 1w NT fidd bk no by DVS MC JC R114 EL = 16.03 LE- 5.51 - r N 11.= 5.41 - r OUT Onto p. -I-0 42+40 cmAymoo Neemade.m. ono Om 4 444.444.4. 'SW tottrol 0,i171 01110111 TACOMA •EATTle numwobs.d.somrsawsas ALAMO AL AdAdMA.M.RIAMMAIMON MIMS a 42+80 NRE FENCE SEE SHEET C1.05 40 c ; C.4 STk 43+57.14 HIGH POINT STA .• 42+78.52 PVI STA 6. 42+80 i Pi ELEV 18.50 1 A.D. =1 -2.39 j • 'Ici• 3140 75.00' '.V OTSET: 11.17 R . LOW P CLEW =I 15'22 : ELEV ■ .1 599 - - ..- --- ! - .LOW POINT - ELEV - wis - .7s -----..--...1--------- HIGH' POINT • ELEV a - --- LOW POINT STA - 40+52.03 1 ' HIGH POINT STA - 41+34.54 I LOW PONT STA - 41+92.15 1 PIN STA - 40+50 1 PT! STA = 41+20 I .. P1 STA 6 42+00 1 VI. g.p., ■ . PV1 ELEV ••• 44.99 'A.D. ... 3.701 1 PM ELEV, = 16.18 PVI DE= 15.58 • < A.D. •=: -2.45 i i A.D. ■ 1.90 1 ' 24 4 r4 14 -;• 30.61 1 - T" - K '1 v . 39:53 4 I 1 o r 5.I' 1 . 75.00' VC I o 0 I ul ; 75.00' VC ; o 1 ; S DISING PRILE OF on • N 'T Rou i- In Zi 1'71' LI In V V CATCH 33/S1N 9 1 2' CONC 12.5.3* I 12' CONC SE 13.2 cn R94.09.49 IT CONC NW 12.45* Q ..0. CO i SE 64 . 7 sx 41* PVC Nonni man' Q o ; 1 15W CJ 1 , 0 on PI I *p.. .1 + o , -in- N ., CATCH OAS1N .1082 Rou415.18 ; &I • 24- CCNC 500.73' 12' CONC NW 10.90 12' [- , cows 8 Ifl / 5 r38 550 Oi4OZ C8 STORMOYTOR 900 18 .9814 EL-=.16.4i...-. I RIW - 15.39 '1.E.w 10.10 ,,- 13" - (E) LE.' 9.71 - (N. TO LE- 9.47 - 24' (E) 09 19 (SEE S. 133RD PIPE PROFI1E TO RIGHT) LE.- 10.03 7 8' ell) LE= 10.03 . (N,S) 43+20 DIME BUOC 15 E T 21720003 F.RION 13048 5701 RE. S. 11/ WA 98178 OA MEN eZ, • GERALDDES INNEN 2172030330 5710 133RD St 1UKVALA WA P8178 037 IS 24' CAR 4%77 151 12 TREET SCALE: r= 20' HoRi. r= 4' VERT. 8 ‘.4 - PROPIXED PRCT1LE 24 + tAi ;14 I --- 0 t . - r - .7 ' 8 ; I AGE eosn miei ROCK D,URIVG. RUM. REPLACE We AND TER AMOR. 6'24'.10 84(007 OF CRNOUP. A1NOR ELEVA1104. • 1 LU= Ptiorti ELL ■•• 15.7 1 LOW PONT,STA - 43+57. i PM STA - 43+651 I PM ELEV = 15.441 A.D. - 3.14 I. -- K1.■ 23.87 7500' VC - 1 , • i I I I 8 n • 43+60 A - -1 ' .4 ,*:•,.), ...' \ • .... •■• • 11 g . ; sum i4zis I 0 INA-18.55 , I ioce;- 24' CA St NW 1).. i4r RN EL - 15.39 C,1 . 1 i a ti2 0.1; te 4 CONSTRUCTION NOTES 7 7 c R 1 4OV 1 & 1, _ 8 :2 , X__SDE FROM Er SDER PrE ra .... Ul& MI 0 •ECT 0000570 WARR %FOXE TO Ir WATER MAN ()REPLACE COS1114C FIRE HYDRANT 111114 WV 48 HATRANT PER DETAP. 0 PAVE DRIVEWAY TO RCHT OF WAY. PROVIDE ORB AT ALL DRIVEWAY MAKES PER DET 0 PROVIDE CONCRETE CEMENT WS 4010 cum P0000048. RELOCATE MM. BOX 0 =TRACTOR SHALL ADJUST E2I51440 NAM= CATCH BASKS. WATER METERS. AND VALVE BOXES TO OWE , 0 RELOCATE HIER POLE MD GUT WRE COORDNAX 84114 °DUTY PURVEYOR t:+ .s t... 24 1 .1e0 47 4. 37.1.i 24' CUP() a 1 S. 133RD STREET PROFILE STA 40+00 • 44+60 Ark CONTRACTOR SHAM. AVOID 00451RUCI04 CF 24' OR NANG HIGH RAM ■ CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 0! 0, 10+00 10+40; 3' . ../NN vky FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS Al■ 0 011110t P01ENIPL vnurr CONFUCTS. COGRACTCR TO • VONT (P01401.0) EXACT LOUDON MO DEMI( CF MENG U11.11Y. SEE CfWER OF KOK N CONTRACT SPECIXMENS. 0 DOSOVIG WARR VAN SHALL REAUJi 94 SETPACE U9414 A SUCCESSFUL PANTY ND PRESSURE MST CF IEW 5131I94 HAS BEEN VIDESSII BY BE CITY. 4040 WE MING WAIOR MIMES HAVE BEEN 1RANSFE98E0 TO 114E NEW SYSTEM. THE 0351140 SYSIDI SHALL INN BE ABMCONED IN RACE • (:)reow CATCH BAN, FUG STOFN DRIAL DEW:4091 DOSING 310484 DRAW LOCATED WIN ROADWAY LNI1S. ABANDON CRAIN 94 PLACE AT 011101 LOCABONS. ©CORESS ORB FOR FUTURE DRIVEWAY 0 PROW ORME swam FOR wow son LAMM POT DEUX ei) 0 RELOCAlt 0351840 WA1ER 940100. MOW 0039080 'AZO WAlER MANX AWAY FROM PAMIENT 0 PROVIDE HANDICAPPED RAMP CUT IN CURB FEIUFN AT MIRCNT CF CAME. °REPLACE COSTING 24' CHIP 841I4 NEW 24' OR PK ©PROWIE 24' TR. 1 MOONED CRP STU STOW SLYER. 0 PROW( SIT FENCE. 0 SAWCUT 08511N0 ASPHALT. CONNECT 00OS1110 YARD DRAIN TO NEW STORM MAN. COCRONATE NTH PR19ER1Y OWER FOR CONIECDCN STORKEPTCR 900 ---- ---- ---- R W i Iv! , I STA 1 4 6 2 6 17.661 22.4 RI i z ; 24' CLIP SE 9.37 RIu ' • 1 b - I 1 24' GATE NW 9.42 ; IE 9.71 12' (NA ' ■ 1 /I • CCO4111l IR 10 ; 1E 9.47 24' (E) 1 I ! PREIEME i 100 YEAR FLOOD nEVATION I , 1 I • ; ' Erces _...... cosivic cnmw 1 c ,..„ .. : ''''.. j , ' ''''' - -.-..'..'-"i I 1 s t 1 , I 1 I , ■ ' 1 -i • , I ; -•\.-...- ', • 1 1 ;PROVIDE 24' GASKETED I i \ ;CORD% MATCH 1 ; 94WRTS. ! 1 94(A4 *TONER HICH‘WATO1 _ -..1 SAWCUT DiSTING 24'- CO.-- . ---.-- • --- 2' FROM MANHOLE WALL !MEAN RCN WATER (DIV. 4.24) 10+80 11+20 S 133RD PIPE PROFILE SCALE: VERTICAL 1-.4. Hwang. dote revisions 24 ; 16 11+60 fife no 201142 scale AS SHOWN date 03/08/04 • • KING COUNTY, WASHINGTON 1908 F TUKWILA FOSTER POINT WATER, SEWER, AND ROADWAY IMPROVEMENTS CITY PROJECT No. 01-WT 02, 01-SW02 AND 01-DRO2 CITY OFFICIALS MAYOR STEVE MULLET CITY COUNCIL JOE H. DUFFIE DAVID FENTON • PAMELA LINDER JIM HAGGERTON PAM CARTER JOAN HERNANDEZ DENNIS ROBERTSON • CITY ENGINEER DIRECTOR OF PUBLIC WORKS CITY CLERK BOB GIBERSON, PE JIM MORROW, P.E. JANE CANTU Of DO= ShowlErpirses • ral '1.1k; laskarehdikds Carmaglares gird &neje* Mettas TACOMA • SEATTLE 2215 North 301h Street. Sub 300, Tacorna, WA 98403 2513832422 93. 316 43oidental Ammo &A. Sae 320. Setae, WA 98104 2082872425 ia DIRAIFIf MARCH 2004 SHEET INDEX SHEET NO. SHEET TITLE C0.01 COVER SHEET C1.01 WATER, SEWER & ROADWAY IMPROVEMENTS C1.02 WATER, SEWER & ROADWAY IMPROVEMENTS C1.03 WATER, SEWER ✓k ROADWAY IMPROVEMENTS C1.04 WATER. SEWER & ROADWAY IMPROVEMENTS C1.05 . WATER, SEWER & ROADWAY IMPROVEMENTS 01.06 WA1ER, SEWER & ROADWAY IMPROVEMENTS C1.07 WATER, SEWER & ROADWAY IMPROVEMENTS C2.01 S. 130tH ST. WATER MAW IMPROVEMENTS C2.02 S. 1301H ST. WATER MNN IMPROVEMENTS 02.03 S. 130111 ST. WATER MAIN IMPROVEMENTS C204 S 1301H ST. WATER MAIN IMPROVEMENTS C3.01 UFT STATION C4.01 INTERURBAN AVENUE FORCE MAIN C4.02 INTERURBAN AVENUE FORCE MAIN C5.01 NOTES, DETAILS & SECTIONS C5.02 NOTES, DETALS & SECTIONS C5.03 NOTES. DETALS & SECTIONS C5.04 NOTES, DETAILS & SECTIONS C5.05 NOTES. DETALS & SECTIONS 05.06 NOTES. DETAILS & SECTIONS FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS le 0 01 c COVER SHEET no 204142 scale NONE no dote revisions date 03/08/0 ■ :7 M DESCRPDCN UTE POMER/TELE POLE CUY WRE MEMO( W TO PHONE RISER CA1a1 BASS STORK 'RAN SMBTAK( SETRR W UCH MEW PRE DEPT CONNECTION WATER VALVE WATER MEIER IARE FUICE EHAN Taal FUME Igco FUME CONTOURS ON-SITE CLEARING L911s SAT FENCE STORY GRAN 1NE WATER LENS FRE StRvol SANITARY SUER LIFE RODE DRAIN LSE ROCKERY REINFORCED WII ROCK RETADINC STANDARD DUTY PAVING SPOT ELEVA110N BENCHMARK 4' DIA. US ARMY CORPS OF ENGINEERS ALUM. DISK MARKED C100 2001 WITH A PUBUSIED ELEVATION OF 21.35 NGVD 83/91 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 ■ • N LW ■ ■■ ■ ■■ wworwoownwww -5- COM / CF-CURD FACE FG f / FC- FN9iED GRADE TW-TOP CF WALL 11P -11Q4 POINT LP-LOW PONT C8 -ORAOE BREAK DATUM REFERENCE NOTES VERMMCAL 1929 UGS HORIZONTAL: WASHINGTON COORDINATE SYSTEM, NORTH ZONE GENERAL NOTES4 1. 2. 6. CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING- STREETS WATER -SEWER- PARKS- BUILDING- VICINITY MAP NOT 10 SCALE d.slgnW drawn choked Prot r+5 Pro) Bald bk no by DUB MC JC ac data -14.00 K y .n ■.oa••• • «a - + 4 73 1 c TACOMA •ESTTLE a n..uarErai.. -.r-m nw YI�f.AYA���wfw CONTRACTOR SHALL NOTIFY 1 -CALL PRIOR TO ANY EXCAVATION OR POTHOLING. EASING U1IJIIES. INCLUDING A 2' GAS MAN, 6' RENDERING PLANT FORCE MAIN, FIBER OPTIC, AND UTIUTY POLES ARE LOCATED WITHIN CLOSE PROXIMITY TO THE NEW UTILITIES THE CONTRACTOR SHALL CONTACT THE VARIOUS UIIUTY COMPANIES TO COORDINATE CROSSINGS TO MINIMIZE THE POTENTIAL UTMJTY CONFUCTS. 3. DEPTH OF THE SIX (6) INCH SANITARY SIDE SEWER PIPE SHALL BE AT LEAST FIVE (5) FEET AT THE R -O-W UNE, (WHERE FEASIBLE). CONTRACTOR SHALL INSTALL A 6' WATERTIGHT PLUG AT THE RIGHT OF WAY LINE. THE ACTUAL LOCATION OF THE 6' SIDE SEWER LATERALS SHOWN HEREIN ARE FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE FIELD VERIFIED. SIDE SEWER LOCATIONS SHALL BE MODIFIED ACCORDING TO THE EXISTING BUILDING PLUMBING LOCATION(S) AND COORDINATED W11H THE PROPERTY OWNERS 4. ALL FENCES, SIGNS, PAPER BOXES, ETC. NAT ARE REMOVED OR DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN 1110R ORIGINAL POSIION. AU. MAIL BOXES SHALL BE TEMPORARILY LOCATED TO PROVIDE CONTINUOUS SERVICE CONTACT THE LOCAL POSTMASTER FOR REINSTALLATION LOCATION OF M AILBOXES 5. THE CONTRACTOR SHALL TAKE AU. STEPS NECESSARY TO ENSURE THAT THE EXISTING FACILITIES REMAIN FULLY OPERATIONAL DURING ALL STAGES OF CONSTRUCTION. OVERFLOWS OR SURCHARGES OF UNTREATED SEWAGE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR TEMPORARY BYPASS PUMPING INCLUDING TEMPORARY POWER SERVICE AND CONTROLS A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF RECORD DRAWINGS SEE SPEOFICAT1ONS. I rot.S 8/27/05 40' RIVER ZONE 100 LOW BHPACT ZONE \ `� '. ' . w " 200' HIGH IMPACT ZONE 7 ® ,� 724 ��� 11 ��f li ®la■mnNNN1J ®u 1 ®I�� ®E��a;e LMR I16ZEILO ®h: I�i1� ®511 ®rlf7l, .113111111111 [FS MANIIIEE .J Aa ` Q LOCATION MAP NOT TO SCALE SHEET 1171E GENERAL STRUCTURAL NOTES TYPICAL DETAILS PUMP HOUSE PLAN AND ELEVATIONS PUMP HOUSE SECTIONS AND DETALS MANHOLE GRATE - SUPPORT/FRAME DETAILS LEGEND AND SCHEDULES SITE PLAN POWER AND UGHTNG PLAN SHEET NO. S-1 S -2 S -3 S -4 S -5 E -1 E -2 E -3 egiM o o o 0 I I I I • • GERALD WHEATON 2172000160 13361 56th ATE S. RALPH HATTON 2172000155 3935 113111 ST. SEATTLE. 1101 98168 RAN HATXN 2172000155 3935 1131H ST. SEAT1LE. WA 98168 111=1:11KIAINT. by 1 DMB drawn MC checked oral so) JC KO de Odd bk no EAST RIVERTON GARDEN NMYEUD1 VADEREAD 2172000125 2172000126 13335 5601 AVE S. FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. STA 13+80 - 19+20 KEY MAP SCALE: r- sow revisions date 03/08/04 1 LOW P01NT ELEV = 17.70 LOW POINT STA - 14+95.18 i PVI SYA - IT+65. r ; 1 1 t PVI FIEV = 17.401 I 1 ! 1 A.D. - 3.61 i SSA1 1 TYPE 1448 • i K: 26.21 ; 1 RDA El. - 16.24 i LE= 1.65 - 6 00 ? , 231111 1B TIT 1 (4r). t 1 1624 ( 1.46 Cr(K) .r..- 1 I E 1.15:1r(S) ROA EL 16.97 EXTST. 1:8 IA I 14+00 Dasmc pRentr 4 - 14+40 14+00 KWALI TOON 217200;865 13360 56116 AVE. & 0 I.E 14.95 - r (s-oast) 11- . OM IA TYPE 1 .48 'GC a RIII EL = 17.30 1E mos - s'' 00. - , STORIACEPTOR 1I8 1 RN EL = 17.47 i . LE= 15.14! - r (s) - 30 - tr Pit • 2% • 15+20 DRCP SSIN I 1C rypr (ga, Rol 1603 t i 1 is to w 0 ' t 1E063 r 00 . ! (tar(S) I i , PRCPCSED ium 15+50 KOM WATER 2172000175 13354 5601 AvE. S. === CITY OF TUKWILA PUBLIC. WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 56TH AVENUE S. SCALE: 1 20' HORZ. 1 4' VERT. 18+00 41P-8P ') 0.42i ELIDE AICERS 2172000185 13344 561H AVE. & 15+40 HIGH POINT ELEV 18.80 HIGH POINT_STA 16+75.20 PM STA - 16+75 PVT MEV -1.51 K 66.40 086000 BOECHLER • 2172000190 13340 561H AVE. S. 13+60 BRIANWLER .S 133 561 EA T S. RIVERToti GARDPII - - - 1 • - ,...-- DaSiliC 2" CAS UTE 1 1 27 -=== s. = ---- - ---- easitscr I 70180 -,- I ; • = • - EXISTING r WAGER NAN 1 • I I -4.. .....i _ 1 I 17+20 1 macs 0/27/05 I 17+80 15+00 00- 144.0GH 1HORNTON 2172000205 13326 56111 ME. S. +4. LOW POINT ElEV = 18.04 i I I I I I...ovrpomr STA PM STA - 18+20 I , 1 18.99 1 t 1 Pi ELE\f 17.90 /4.1) . = 1.50 1 1 1 i ; ! ; i -I • K = 50.00 i 1 1 i 1 ■ • i 1 1 1 ro .l i In le i • g ,,, , 1 i i 0. I .t., i_ • 1 ; ; t -• '" 4. .j- i • .+ g . 't - -4. . • i • 17 1 2 I , , i g 1 : • r..- c4 i , , i •• ; , • V �. PROPOSED PREPLE 1 g ' • 1 . 1., 1 . i t . t 1 1. . 1- t- : I • i ; = • = = 4.-• A .44 = = ___ -------- z 1 p-I 13324 LE"..■12"CPEY: 0 0.6581.i".4A.E.:.:"Lct "Ls WI 1 1 CO RII4 EL - 17;70 1E=.12.80.r_(N) (xi 1 11111 = 17.70 I 4 4- 4;' • • , c t t ; 4 " c - • • " t 4 I" 1 mei !go etV tdi.2 Woo 1 19+40 15+00 CONSTRUCTION NOTES ® 8€ 909 1'ER 6.P LIIERAL KR DETAIL 0 CONNECT oowsnc WAlER SERVICE 10 3 WATER ILAN CI REPLACE DOSING FRE HYDRANT NTH NEW FIRE HYDRANT POI OCTAL Ark °PANE MEW 10 FOCHT Cf WAY. FRONDE CURB AT All DRIVEWAY ODRA/ICES PER DET rev 0 PRONE �4lc9Elt C06347 CUTS MD COTO FIR MAIL 0 RELOCATE um Box WATER SONDE AWAY FROM PAIENDIT FROM r SEVER PPE TO Ink 0 0141RACTOR WALL ■AUST COSMO TIMHOLES. CATCH BASK WATER MEEKS, AN) War BOXES TO GRADE °RELOCATE POWER POLE AND 0010 "As COMMIE NM UTILITY PURIEYCR. 0 CAUGCM POIDFIUL LOWY COMETS. CCKIRACTOR WR1FY (P01000E) EXACT LOCAX44 ANO DEPTH OF OWING UTILITY. six ORDER or DERK IN CONTRACT SPECREADONS. 0 0051840 WATER WM SHALL RENON IN SWAGE MIL A SUCCESSFUL PURDY MD PRESSURE 11:51 OF DE NEW SISTEli HAS KEN W1NaLSED 80 16E CITY. Ate THE =LK 9011601 SEVRES HAW KEN 1RAKKLIRED TO TK ICTI SYSTEM. DE D3S1966 SWIM SHAU. DEN BE ABANCORD IN PLACE. ®9M CATCH �A P1301 STORY CAM DENOUSH EWING STORM DRAIN LOCATED WM ROADWAY UNITS, ABANDON DRA IN PUCE AT ODER =AIMS. ©DEPRESS CURB rat mum INDWITAY 0 PROVIDE CONCRETE INCASEMENT KR SANITARY SEWER /Inh '"•;;V 0 RELOCATE EKING WATER 6(100. WOW D691NG 0 PROVIDE HANDICAPPED RAMP 0.0 11 0.163 KVA AT WEPONT or CURIE C) REPLACE EOM 24' OAP INN NEN 24' OP PPE N THE SAW VERTICAL AND HCRIZENTAL WOOL 0 FRONK 24' 101. 1 AMMO CLIP SUL STUN SLIM 0 PROMS SLT FENCE 0 SAWCUT 0151140 ASFNALT. COWIECT easrrac YARD mei To rev STEM tux CCORDNATE NAT PROPERTY OISCR FCR =ECM CALL 48 HOUR BEFORE YOU DI 1-800-424-5551 'ci.of file no 201142 scale AS SHOW 22z $0 RIM EL 7.51 At IL= 12.60 - (E) it.yint,IsimmonrAmmutiMEM EMBESSEMIMMUMEMZEIMIKLMANhiriNkIiiEit SSMH 3 (4111 RIM EL = 18.17 LE.- 344- r IN LE- 3.34 - 11" OUT )5, TYPE 2 (4r) R11/ EL 7.51 I.E.■ 11.35 ;- 12. (N,w,$) • CITY OF TUKWIIA PUBLIC WORKS DEPT. by doilspnod drown 140 thoolowl JC oral 11 ^9 JC poi db. field bk no 1 SCAM ft TYPE 2 (481 RIN EL = 15.87 LE= 10.62 12 (SW,S,N4, gg SSW OUTSiDE DROP - STA SEE PLAN. ABOVE ROA 1 .23 IE 6.88 - 8" IN {NW') : 4 8IN 8 : 41.1 E 7 .40 6 . 4"."76 4. 4. 74 ,3-4 °MOM TACOMA • SEATTLE MmmoTTMAKIMMATAm.AMM3 r '' IMINM . MAMAMaimATAtig AMMO FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. STA 19+20 - 24+60 KEY MAP revisions CALL 48 HOUF BEFORE YOU 1-800-424-555 scole AS 8140%5 dote 03 08 04 (10 \ It , , , . A , 41). ., . BRIM TNCLEY RION BOWEN • all MUER tlk XL MLIER 'V I 2172000110 1 VC. S. 13319 5611 AVE S. 1311 72°°15 2172000095 564: SE. S. 13309 561H AW. S. Y1t 13309 561H ME. 1 2172033095 ilk AI DETAIL PROVICE 3 1 4s s- ., ,.'" M 1 (II i 4 1 1 0 0 0 0 4.. :4 ut e 17: 0 r 4 94 t 0 4I) cit‘ . A ;1 ji ,,,- .^., - Z.- - 446, • N i taBN Va NM aFaragla a /di, Alltii Wit nNIARii 4....i.: 7 I" pr.7.1:--„,=«. - MN A.:;.:;:C=:',.':- • -....„ k.. 1. 763 f "11111111111110001111111111=1 111111111111L1MailM111111111E11 151111111111111111011110111111 ' ININWMINIONIMO 1111101MIOMISIDINI11111 inaMMENDEatt:. 4 • 111._ I 111•1110111111 .111111 MEN . Ain. MIR NMI NM Mrw.WINEWNIIMPIEs1 INISIIIMMIINIMMIIIMSISISENISISITIMIII=1111,11:111,10111ES■ 1111=11WiiiiMIIME i WilirkWati* 'Nun lammi AW. • . SMIar CB 15 1 3.1. 1 6. cp ea ;To:: C8 14 '13Y / 0 ,ENETH AUERITTON 2172000215 13312 5691 AW. S. HIGH POINT ELEV 18.62 NIGH POINT STA ..-19+37.60-• PVI STA - 19+451 PV1 ELEV = 18.84 1 A.D. -1.76 K 56.80 1 , Ati v.) 1 4 . 4 i tn. PT . .05.. : 1 .... •,- 1 ' g: 4 i 4.. FN V INVESTUENT CO. 2172003225 E.AST RIVERTom 47.4ATIDEN SW 14 STA 21+97.37, 3.00 R 56TH AVENUE S. SCALE: r= 20' HORZ. 1"= 4' VERT. . - ; 2- ' 005TrAS 6 FCRCE NAN 1 _I_ .... ..." •••• ,..........; ......... i , -="".■ ...... .--.--.' I ------- , :t „ , ,, x,:rf,,:rhis,!.4.-..:,-..i,k....&, 1 ::, ...,..;>;:‘ 0 5174 '1.Fr'A'12.-.17141 0,55XYY:*=.2;-Wt.....1'.47.-t'iFIt:'..*;:t.77'.1;•it.-z.!;,, STk 40+50.03S, OFFSET: 11.17 R EAST RIVERTON 54111 AVE. E STA: 22+0552 GARDEN S. 132181 ST. STk 40+00.00 ERIC AND ALIA MELT 2172000080 13301 56TH AVE S CT TO PROVI NO itt DE VC. 14 STk CV,r.„1A 4o+52.o3 CFFSET: 1117 L • 0 • ! sr, -PROPOSED.P11CflIE L i SR EAST ;..1 RIVERTON s GAFIDEN t--• PAMELA HAM 2172000075 13057 56TH AVE. S. tts;C•t, F/44 NV CO. Lit 21720100250 13302 551H AVE. S. 0 --" - - - 7 - - - - - : , --...i.----- . i 1 . .... -, . ...,__.__ ._ ; -- r.=- - I 1,46 4 wAr. 1 CI O i fignateMainannalk!. r I 4 - 1I % 2 8R) i 'LEY RA 44 56111 AVE i 4 '4 " .4 FAI NV 03. LLC 21720100250 13302 56TH AVE S. o di CONSTRUCTION NOTES • LESUE 217 ° 7 1 41 11E LITE 6. PER nC rET SIDE °MUT DOLIEVIC WATER &R%400 20 5 wmoi MAN ( 0 FEMME 1215200 FRE 1111:RANT WII NEW FIRE MUM PER DETAL ik IAMRAL PER DETAN. ()PAVE DRNEWAY TO RICHT OF WAY. PROVIDE CURB AT ALL DRIVEWAY ENTRANCES PER DET WARR SUNCE AWAY IRCli PAVEMENT FROII r sne PIPE ()FROMM CONCRETE CEMENT CURB MD CUTTER PER OCTAL 0 ® RELOCATE um. sox Ar • ., ,--- •• :".• --. 02411RACTC14 SHALL MUST COSTING WANHCLES. CATCH 11 BASINS, WATER 0010345, *461 VALVE BOXES 10 GRADE. °RELOCATE POWER PIE MD GIN IRE COMMIE HIV MTV PURWYOR. 1 C) GUNN: P020141401. UTLITY COMM CON1RACTOR 10 YODAY (POTHOLE) OCACT LLCM' AND DEPIII Cr DI351 VIUTE ME ORDER Cf VCRK N CONTRACT SPEC/MATO © DOSING WATER MAN DIM RERAN N SERVICE UNTIL A I SUCCESSFUL PURITY MO PRESSURE TIST OF THE NEVI SISTER HAS INDI NINESSED BY FE «Ty. Alo THE COSMO WATER SERVICES NAVE BEEN TRANSFERRED TO NEW SYSTEM. THE DOSING SYSTOI SNAIL INN BE I MAROONED IN PLACE. °MIME CATCH BASK PLUG SHIN CRAM- COJCUSH EX STORM DRAH LOCATED 11111111 ROADWAY 181175, 181175, MARCO DRAIN IN RACE AT ODER LOCAPCNS. I ()cams an FPO40 MI1 E mom I ©FRONDE CCNCREIE ENCASOENT FOR sum sEYER ilk (DREumE D3SI0I0 WATER 110131, MOVE USING . In 'eV re OPRONDE HA70CAPPED RAMP CUT II ORB RETURN AT ; INVONT OF ant (D REPLACE EOM 24" CRP Will 1406 24' OP PIPE IN 1HE SANE VERTICAL NO 11011001TAL 1.000104. 1.000104. 0 WAVE 24' 111. 1 WARDED OP STEEL ST0R11 SEM OPRONDE SAT Mt OSAVICUT C0151100 A.9 7i 1 .00 VC 1 ! : . T ) • 1 ) I ! 1 • ; f ) ; • i ■ $ ! • ! , ■ I 1 • 1 ; I ! LOW POINT ELEV .. 1g.36 1 I i HIGH P0i7IT ELEV ... 1B.80 1 ; ! I • t 1 I LOW POINT 23+ 0.55 1 1 t i PM STA = 23+05. 1 I 1 LOCH POINT'. STA ... 24+01.18 • i 1 : .. ....1. - ;-- ; 1 ' I 1 PV1 STA - 24+05: • 1 I -- 1 1 t . PVI !MEV ■ 15.217r I .1. . • PV1 EiXV =. 15.95; ! 4 • . ■ 1 ; 1 ' 1 . . A.O. 1.76 ; : 1 I A.D: ... -1.67 1 ,i i • 1 K ■ 42.60 i K 1 ... 44.01 ; i • • 1 , ; i 75.00 VC 1 t 1 • t T i CoS11NG PROM • .-. 1 1 a T ti • 04 g I g . al i p••• <0 , 1 (4 VT I 4 4 . . C44 t- i , 1 7 - ! : � , , . . t • . X •; i I . 1 = 1 OcONHEcT CMG YARD DRPNI TO NEW STORY um. COORDPIAlE WTI PROPERTY MO FCR CORECDON no 20'1142 F . .AST • ., 1 ' , 7. , , DIMAS JONES . . 1 : BETSY MO 13019 =TRICK 1300. AVE S. CHARLES BRAIDER -----'-- RIVERTON , 2172000035 1 CRD4 EMMERT 2172000020 1 , . • : ; ./ BRYAN ARCHER • • JAWS DIVERS , - Ir I ‘ 2172000053 GARDEU ., PO 000 88901 l et. - I 13011 s. 13009 5811 AVE S. MORA WA 98178 ; . ' "1 • t 1 13039 561H AVE S. 114' c‘ * INDIO. WA 96176 ERDILIAIDDIT • .2172C00035 1 , :seene, WA seas ; 1 max WA 98178 t`s : I i 111KWLA. WA 98178 ; '; LIMA WA 99713 i.' 13031! 2172000045 AW 5 S PO ea - tool . 7.; • • - • 31 , -4. . • 0 SEATRE WA 9813 1-: . ‘*, 0 0 0 0 . 0 t 0 0 m 0 0 0 i i i 0 0 0 i ▪ / A 0 Alma MASI , . . 01 ° -.-... .z _...-. - .1116.6volteletsra ' waqmoorstisd, MN alsomm. '.6'..ram..... INIEW.11:00/0111111ri iakigat t glog ggsmiggv a TS... ......ti m ■ AVOK 0 .• irk 0._ . ....._ griffir .--,,,,...... WW1 limmIllin MAUMEE MIUMIONIIIIII:inTaiiiii2= .1;, _41 . 040r/S1011 . _ _ I AFF4472 zwp 4.... .1.2imei Eill'.II 1111110=02 1622121122126112SWEI mmeniarms: Ir al . • en ... ..,....• .. . , ••-:,--, • U191 • ''• ■1•■••...M. M. ■•■• •=111■11 SIM. OM 1111111111111111101•1 . 41 1■1111111/11/111/111■11n smmima...i r .'nn'.'..-.. .. ....M1.././..1■.,11.....I.........1 1, . non ma S 111M sa 111111..1 .,+. ..... ..,■.....• al..1.■•■• •••■... • ' .' ?+.. '' ?A ■ ..''..! F aa '4 F0 F FO 24+80 25+20 Imil01939M1 25+60 4 26400 26+40 26+80 28+00 29+60 16 24 r 0 0 0 0 TA • ! ojI • , 0 0 •■•■ WOW . ° /.1iMPO311.1,Atit71r; *- 0 0 i 0 0 • _ DOOM NEFF 1111111 ' 13036 56TH ME S. 2172000275 CHARLES BRATCHER 13030 561H AYE. S 2172030280 EAST RIVERTON GARDEN • 13030 6N A S. CHARLES BRATCFER I SEA MI TRE 57TH WA A t8171 EARL CAUCNS 2172=2E6 13042 58111 AVE S. 4 .• • 03 El RIM EL te 14.70 I.E. 01.65 - lt (E) CB /9 0 ROA 91. 14.70 LE.- 11.75 - 12 (S) LE- 11.75 - W (W) SCALE: 1 20' HORZ. r= 4' VERT. RIM EL . 15.59 • LE.- &63 - r 84 ; 1.E..18.53 - 8' OUT CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STMETS-WATER-SEWER-PAFIKS-BUILDING- 56TH AVENUE S. 1 27+20 27+60 C4 I ems / 27 I OS I et S CRAM UNK FENCE 1MOTHY 1.010 2072000296 1300456111 AVE S. MAXIS BRAIDER 2172000005 4. 130035620000.5. WA 981 0 , 1 I T I i i I c: U 1 t , I i i , 1 i 7 I : _ i I 1 i i ; ; ! H101-1 POINT ELEV .4 15.94 ! 1 I I LOW PO41 ELEV - 15.48 1 1 HIGH POINT EIEV . 15.94 LOW POINT ELEV . 1 15.04 ; . ! HIGH LOW PONT; STA . 27+61.15 :POINT STA ■ 26+61.07 1 i NCH POINT; STA .. 28+54.49 i LOW POIN ELEV 1506 i LOW POINT STA - 25+26.94 I I IPVI STA - 26+55 I ; : i 1 PIA STA - 27+65 I i PV1 STA 4. 28+65 • 1 I LOW POINT:STA .. 29+0.44 , PVI ELEV . 14.80 I, A.D. . 71.79 •• • r : 1PM ttEv16•10-- - I - •• - - PM ELEV .-15:183 - I_ 'PVI'LlEV . .1 • PV1 STA•.-29+451-.--.-- -.-. I A.D. ee 1.62 ! I PV1 [LEV . 14.901 ;A.D. . 1.9 . . 1 K 44 51.02 1 I 1 ; I . 41.90 . I I K . 61.54. • 1 A.D.1 - -2.43 • K 1- 30.85 A.O. . 2.56 • I K I. 19.56 i 1 i 81 K 1 1 75.00' VC I 1 . • I ; • 1 I ; 10000' VC . 75' . VC • • ; 100.00' VC f saw' vc 1 • 1 -•, -, - 1 _ _ : s 4 - • ..• - 1 i I I. 4 i i - 1 g ° ▪ N ; 1 i 0 to " el ; r: g t *3 I 1 I . .51 ,... • : 8 .• • , • c‘i ri., R 1 ; : i 2 : • , ; N 1 1 . A , Iii , : N r. ili I I ..-I go 0 i i i o .- ! 1 1 ur) • A 1 0 6 I 1 1 • : a 1 N I • 4 0 9. .4 A N i N 4 lb t N 4 - ••4- A 0 . 1. I a . tv PROPOSED PROM( • . • ij e4 L g ' • g Pri (1 ' ; : 0 osSms FERE f g co • ; i • i E 6 ', .... co, 1 • ; 1 . i co i i • ; 1 , , ; . , I ; • -!- 1 i ! -a- CABeeLPIE- .----. •••:-•-•. r•.-_-_- ...• - / - = ftsuc L - 0817_ 1 .. . ; 1 ==wr.m.4uai.pmmtm .-^ . . - . . 012X7 .r i,...*• . -___. - ii i 1 I . ! .11.i. I1.50 12 l -11 sinsmnistemi kkemissitatvatazommalltsw& ! 1.111111.11.111111111.1.1aIiiilig a_.14.72 f N Ilitill244i m a: 4 112 I CSII 1 i I.E.11.58 - r 01 RI • m g ML E . 15;14 1 ! 1 .-.. • LE.. 1211 -10 I $g LE= MI -I 12. (N) • • • e C8 SAili 5 TYPE 1-4WO C2 LE. - 16 11.58 - r (K TWA EL . 15:14 LE.. 12.19 (W) . 315-1 1 0 6.261_, E RIM 15.0 REPLACE w/ 1E19.81 STORMCEPTOR 450 RIM 0.. . 15.01 10,06 12 04 I.E. 9.81 OUT 1 ; S9414 6 RIM 15.05 E.- 10.00 - 8' OUT 8 .4 F 1 drawn checked Pro! one ool Odd 68 no IHAB JC JO FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 58TH AVENUE S; PROFILE - STA 24+60 - 29+80 PER DETAL 0 RELOCATE IIML BOX no dote revisions M KEY MAP soul: 1 500' CONSTRUCTION NOTES ozomog r me sec .3 3 FRou spa PIPE PTR DET Ale 0 CONNECT DOE= MAWR SERWE TO r WATER MAN 1 09:PLACE 1161110 FRE HYDRANT MN NEW FRE 10DRA1 PER DEFAL 0 PAW DRIVEWAY TO RICHT OF 1fAY. PROVIDE CURB AT ALL DRIVEWAY ENTRANCES PER DET FRONDE CONCREA WENT CURB MO CUTER 'QV •WATER SERWE /r,... PAVEMENT az. RILOCA1E D3SING WATER METOL MOW COSMO IrIzaft2 • COORACTOR AWL AAUST (335910 MHO= CATOI BASINS. WA1TR METERS. Ate VALE BOXES 10 00200. 0 RELOCAlE POIER POW APO GUY WRE COCONUT( MT UTILITY PURWYCR. CADDIe PP01011121. UTILITY CONFUCW. CONTRACTOR II VORFY (P01904!) DACE LOCA1)01 AND OFP1H OF ENS MAY. CRCER OF WPM 04 CONTRACT SPECIFEAN °COSTING AMER MAN SHALL REIM M SERVICE ; SUCCESSFUL PURITY AtO PRESSURE 1050 OF RENEW ASTER HAS 08214 VIDIESSED BY DE OM A143 THE C07251060 WATER SEEPAGES HAW BEEN DLANSFERRED 10 tEW SYSTEM. 1HE MAC 50T04 MALL THEN BE ABANDONED IN PLACE . MOW CATCH BASIN MUG STORM OM Mani 0 STOW 00221 LCCAllED 1111}114 ROADWAY U11113. ABANDC DRAIN 04 RACE AT OTHER LOCAMONS. @DEPRESS CMS FOR FAME LOMAT C/ FRONDE MOVE DICASEIENT FOR SANITARY Me LATERAL PER OEM °PROVIDE HAMCIPPED RAMP CL1T N CLOT RETURN AT WPONT OF CURVE. OROXACE EDAM 24. 01 NTH NEW ie OD PPE PI THE SAME WRDCAL AND HORIZONTAL LIXADON. 0 PROWE 24•TR.0 AMMO OP S51021. STOW SEW 0 PROVO( PENCE ()sow 07351819 07351819 *211420.1. OCCNIECT COMIC YAM DRAN TO In STORM MAK COORDINAlE VADI PROPERTY 019101 FOR CONNECTIO4 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 m -- um 1 11111111111 2 1iiiil rigrapt Ole no 201142 scale AS 80401 dote 03/08/0! r, "(1 AOINNE.' 4 igNOL ; ' .?". '5 • v ." 47. i 'k...1 ' • '''' i 4 ' jgaM - - - - - - 0 -- IniVd•A• Jot _...„," ....N4 . . i 4 •t .4 i'2..-=:" Ii?M'P?Aill'tki . :i ri %. i ..as",.... 4. k Egabt7411 EMI) - 't 3 „,„... "5 - t , ..:.. IBIBEEETAZ! kv•,,,.: • BEAM MCUANUS 2172000242 5610 S 133163 ST. wA 98178 1 i • • ':-• I r r vs/ MIA 7 ,••• • • DANIEL ((BERT 2172030240 5612 S. 133M 5t 1UK81.A. wA 98178 STk 43+57.14 �V7: : 11.17 1. SUZANNE SEVERT 2172020241 5630 S 13369 ST. SEATI1E, WA 98179 HLI SEM 11 (SEE.SHEET C1.02) SSW 4 OUTSIDE DROP (SEE SHEET C1.02) ,.* :•: 4 : - r.• .;::. 4':11#- gent An .. Astimersamarssarf rasa mosnowarommes aus woosetair musetesentistvaststatm van - ---, ‘ 0 0 -.•• ii .... t o , """ 0 1 0 c... im _ 1 _ _ j, (SEE SHEET C1.02) w•I 50.03* vc • I 2 • I 75.00 vc ; SS . • • 75.0 e- I , :0 El 1,11Tr1.1 111•Cal MA tj 4 6 . DrilN Pocm_ t .r1lri_.._ .... 2 7.S. I Racal .18iS ".*, 12' CONC NW 17.46 CO E Pvc "111 a' 5 12' OCa4C SE 12.53' 0114, • I gg 1 N ID 41. •-• • 1 4 " t. • ?.; .4 gg • I Fr3 8 I+ • N 0 8 40+00 i • 11 • - - _ ! 11 . „„. • 4 " 1•1.F.- VCR:P.00.32%1i r 03'114 • 40+40 CV RIM EL -14.88 BM = 14.88 ; 1.E.. 10.30 - 8' (N) LE.- 10.42 - 12'4W,E) IE. 10.42 - 8 (S) 40+80 [ 'et' 1-4,.‘_, EAST -co 4- \'''.v'" I irRION c 1 el P-RD1-:"11 • I. EPEB-HT 113 r 4 r1-y , '.;:*".Tv';ifA i 5.‘;e4ht• \--DoeliNG e WATER IANN ENV IriESDENT CO. CATCH 9AS114 1017 SCUD LIO 41+20 RIM EL = 15.41 • CB r6 LE= 10.12 - CB 117 R1MEL 15.41 LE ,Li 1034 - a' 6 41+60 CITY OF T'UKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- a ----- ----- 1:i,174 0 42+00 field bk 9 As . 1 • •-•• cec, S. 133RD 558817 RIM EL. = 16.03; LE.. 5.51 - 8 IN LE. 5A1 - 8 OUT t 42+40 :;;P •"""'"""' Stk 43+57.14 OFT: 11.17 R 1. \- 1.3•P 11.6;1,•'n' CP TREET/ - ---- •• - - COW POINT •• ■• • ;15.22" ' ' i - ' ' -- MOH PEAT EL.EV v: 1519 / COW 'PONT'ELEV • . HIGH POINT'ELEV =1628 I • LOW POINT STA - 48+52.03 ; • HikSH POINT STA - 41+34.54 ! LOW POINT STA - 41+92.15 i HIGH POINT STA ■ 42+78.52 cd i' PVI STA - 4a50 • 1 PVI STA '. 41+20 ; 1 • ; PVI STA 6. 42+00 1 ' i } • PVI STA 1. 42+80 I '''' - •(.2 PV1 ELEV . 14.99 i ! PVI ELEV, - 16.13 I j PM ELEV . 15.58 , t PVI ELEV, . 18.50 'A.D. - 3.70 I A.D. .4 -2.45 ; i I A.D. . 1.90 . ; ' I A.D. v.; -2.39 .. • I ' ; 1 i - l< 0.61 - t 1 50.00. 75.06. ve , ! • . - -- Ic - 3053 75.96' %c Id i 1 -,,‘ /fie Ve. • ; i S 1 i 1 I 1 CATCH BASN11062 1 * •- wt•bs• RNA-111.1e 24 CONC SE10.73' • 12' CONIC NW 10.90 , > 12' STORNCEPTOR 900 1 (0n8 RIM n - 109 _....984 61.....164f --. 1 -1710,10 - 8 .- (E) • LE.. 9.47 - 24- 6) ! -.- I LE.- 9.71 - 1r II. V „. ,, .. 5 ; (SEE S 13.3110 PPE 1 , LE. l EL. am 1.39. , 8 ( PROFILE TO RICHT) I.E. 10.03 12 (N.$) i‘p 42+80 018 43+20 1 owo 8 / 27/C5 SEE SHEET CLOS .; C)PROOE NEW 8 P a• FROM r SEVER PPE TO 11E ROW OE P12 DET An, CIME BUCK 2172000336 13048 571N ME S. TUKYALA. WA 98178 • 1 1 C)CONTRACIIN SHALL ADJUST E81S7110 MA}840LES CAT04 1 BASINS VIM METERS. AND VALVE BOXES 10 GRADE. CERALDOES DOER , ()RELOCATE P011131 PRE NC WY 998. coomwrE Nni 2172008330 1 i MIT Keret 5710 133RD ST. • ; USIA. WA 98178 • ,. .,6 l' 4 / , vv v t."'N!' ..' / ..tv 4 ,, / 7 0 , 4 4 ‘c,,0"/ i 1." ,. 1 1 / 1 , ,- ' / r-130S1110 370 24 csip® ®37tF24 ' 1 / PI 'A. V • 'I Ir. • ROCK DORM i . REPLACE INC WO ARMCR. v. 1' • • 6"4240.11ECHT OF . •:•1 ; COMAE AMOR "MAW • : , ; 103 Q ACcf,., eiv,v..7:. ;Fla .5.5.; ---- --.,; i i i / : SCALE: r= 20/H.ORZ.1 r= 4' VERV 1 wn ruirti r.lx." ■■• 15:7 1 LOW POINV,STA - 43+57. PV1 STA . 43+65 PVI ELEV . 15.44 i ,.. ... _ • e7 13111FRTOM C)PAW Man TO RIGHT Of WAY. PROW CUPS AT AL DRIVEWAY ENDOWS FER DET ,GARDriN @ROME coiCREIE MOH we amER PER DEM. ink t Is. 1 - • to PROPOSED PRCBLE " n I 1 I I I I I I • -;,:-- r I •:, .:11 , , 1 , 7 .11- _ .. a . , _____,_„-----,.., ,,,:-__,,,_, .............„.„. .....‘,....,, ------.---- ..„,„,„.....,.,,„.„.... ,,..„„:„.....„,,,,„_.:_:_,,,,, i ......,.,. 75.00 VC 0 4- I SIAM 1438 1.F.0 1 dr CU 24 P SE • !9. o 24 CATE NW 1 co P. 43+60 414eknod drown ehkekod PA>1 911 Pre1 die 110 Jc CONSTRUCTION NOTES C)CCNNECT 0016311C NAM SEIM 10 5 WATER MAN •,„ ONYLACE ES1888 FIRE KORAN NTH KW FRE HYDRANT PER CETML 1 " j ACE Dtsitd ELM& 42 g 1 1 AIM ® mewl wu. Box 11RAC100 SHALL Al CONSIRUCDCN cr 24 02P Me Mei WATER. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 IE 9.47 24'1E) 1.‘fl IEx.uHi36 24 1 •Ral SM, 42+57.664 22.0 RI t ;;:11 24* CUP SC 9.37 Rill 16.6± .' RBI 16.6± i t:1 2( CATE NW 9.42 ::',.I • tE 9.71 12 (N'm , '-',4 1 • Thumta •to I 1 i NOM i -1 4- -1----1-EASTNO 111E- U I EX1S GRADE 1 I • r -pttcrora mute _/- - _t __..- c.-- - i 1 • f : .....,...t i 1 I . 1 ! ; i 1 • PROME 24* CASKEED --% I 1 I COUPUNG. 14,1tai \ i 1.. --- I t 8INtKl. ! ''.' L 1 80 LF 1r CPPI i 0 0.32x i 1 1 ......... i 1 ; • I _ ,. . 1 I i r FROM A101110LE WAIL 1 . i • • i i ; • ; 1 i i I I MEAN HICH WilER (ELEV. 4. 4) • t , 1 ! i 10+00 10+40 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 133RD STREET PROFILE • STA 40+00 44+60 ID GAHM POlENTAL mutt CORM mum TO • WRIFT (PODIOLE) EXACT LOCATION MO DEPTH OF DISTRIO ;HWY. SEE ORDER Cr RCM PI CONTRACT Spectrums. (DD3STI1G WATER MAIN 94/11. REIM 81 SOINICE UHL A • SUCCESSFUL Pump( AND PRESSURE TEST Cf IIC IEW MIDI HAS KEN MESSED BY 1HE aw, PIP DE COSMO WATER SERVICES HAVE 80084 INANSPERRED 10 100 S1S1BL 11€ USING SYSTEM SNAIL 18(1 00 BAWD RI RACE - C)F0105E CATCH BASK PLDC STORM ORAN DDIOUSII EMS10IC SIMI DRAW LOCATED WIHN ROADWAY Ulan ABANCOI DRAM IN RACE AT OTHER EMMONS @DEPRESS CORR FCR FIRUFE OFTEWAY ©FROMM CRICRETE EACASSIDIT rut sown stont LATERAL POT DETAIL (DROCCATE 00511N0 IA1TR 100100. 1108E; WATER SERVICE AWAT FROM PAVELENT PROWDE HANDICAPPED RAW 011 84 0JR8 RER/RN AT ROPOINT Cr CERVE C)REF1ACE ormc 24 OP W111 NEW 24 CRP PPE • ©RONDE 24 TR. 1 HUMID CRP 51EE8. STORM SLIER. @FRONDE SI FENCE @SMUT FOISTING ASPHALT. C00ECT 0151110 YAW DRAIN TO NEW STORM 11A111. COORDOME ICH PROPERTY INNER FOR CONECIEN . ,... iltilliiiilliiiu \_.. _11111111E11111111 ..,1,1•---...... _ . .., ,,, ..„. \ . • - - "!...% S'alt TOII I --------2- ---:.-..-' 4°. #A 7 s•-• . lt KEyiltP H \:\ ., sch _ VERTICAL AND ORLZOITAL j , • • , i ), .! • 1 ! 100 YEAR FLOOD ationti ; (a0cri5:53 ------ --- . i i , i I I ! N, . • -:;:a.,.;,„;r.41.; • • skrU,42X1:••A'N,,,..","•111iJ 10+80 11+20 S 133RD PIPE PROFILE SCALE: MCA!. 1 HORIZONTAL r-20. dot* iiEiN HIGHER 8906VATER 11+60 Wit le no 201142 scale • AS SHOV revisions • date 03/08/04 1 1.T I ' CITY OF TUKWIIA ; PUBLIC WORKS DEPT. -ENGINEERING-STIREETS-WATER-SEWER-PARKS-BUILDINa- . , dote I , i. LE.= . ! n LE.- 11.94 -4 te (E) . cr. . 1 ...• - 9'91 ll'9l q; ... 0 l'• .-. a�u SZYI 0'91 Z971 ZVI 6911 co •- l'91 Zl'9t B'L 1 90'91 CL 1 9'41. 4'Ll t9'! l Z'L1 6471 1 ... ... . h. ._ •.- • I, .... 0 t.: .- 6'91 f0'Lt L'91 99'91 [ £'9t 4'91 91 t9'9t 0'91 S0'91 9'Sl tL'St Z'S1 6C'S t :-.• /Li ••.■ .....1. ."■:. * 4 .4 ..., N If .... nn • ,.. re. - . . c. : 4 CITY OF TUKWIIA ; PUBLIC WORKS DEPT. -ENGINEERING-STIREETS-WATER-SEWER-PARKS-BUILDINa- dote ^._ ‘" ..,,"? ,,......- 53M Wt. ".""""""" r..,-.4 " ir ,.., TT;`. 1, / O FOSTER POINT WATER, SEVVER AND ROADWAY IMPROVEMENTS Rio 01.05 d..4..d D drown 0 "'''."" r4rif CIWOIN wowwwwwwwwso.wwwwws. Same it wwwwwwwwinswwwLswwww; moss a 46 . chocked Jo 57TH • AVENUE S. PROFILE STA 44+60- 49+80 PM ong Jc nO 2 ° 1 " 2 Pre/ <Sr scale A° °H Weld bk no 1°Aft 8/2 1 dote revisions dote 03/08/04 0 111 11 11 1 1 1 11111 . 11 114 1 1 1 1 1 ,:l i KEY MAP • .,; ZERIS N34.59.46 o 0 • • • 7,, 1•1111111111111 s 5 CHAIN MK gem 44+00 CO. U.0 21720100250 13302 561H ALL 8111.111E CALL 48 HOURS BEFORE YO DIG 5 1-800-424-5555 44+80 C1 RELCCATE 45+20 lAWAR MUNGER 2172000265 13039 571H ME. S. RAMA WA 98178 C8 25 STk 60+5833 OFFSET: 11.17 R MATCHLINE 45+60 1 EDOIE DUNEHEW 21720=71 43035 571H & SEATTLE, WA 98178 46+00 STk 60+5633 • 11.17 1. DENNIS NEFF 2172000275 13036 561H ME. & 46+40 EAST RIVERTON GARDEN 57.THfry 48+80 CHARLES MATCHER 2172000280 13030 561H & C13 21 47+20 4 CHAO. T CHARLES MATCHER 13030 561)4 A. S. 2172000280 UM( STk 87+31.32 "11 CONSTRUCTION NOTES 11.17 R /ART HOAK 7344000011 IWO PROMDE NEW 6 PVC SIDE • FEY tr SEWER PIPE TO 13036 57 ME. & THE ROW LIC PER OCT 11110111.A, WA 98178 °CONNECT DOMESTIC WATER SEIPACE TO r WATER MAPI 0 REPLACE mann ram wow um NEW FIRE HYDRANT 0111 PER DUAL 4 +65; . 5.441 I t ' ' 0 1 .2 i I i 0 1 i I o no S' 1 . I ! 1 i ti. i X ■ i m CI I 1 0 0 1 -______. ..... ...... DI INN■...-. • j_ _ ;....._....... 7 _____-.------__I-:_-1.----!----- ---- ' - 7 " - i - i•c_______L ; ...... WAlER 14■64 ! i I .... ,.......1 - ...-..... -..... I ' : 1 I •••• •■-• L ..- ' •-••-•••"-• .-. - ... ■ i :: : - .. ..'.........- --- j - 4 - i I i i - l L.... _ il a) - - --! 1 i 1 .!---- i i 1 ! 4 ; i i H --- ---- -- 1 - ' - 7 - . .;• '4 if 1 2 CPEP Di 0,12:4V.K.. i.', .,,..;,' ;A;;;\ ;;;V:W. XF,7.4‘,...ST t. 47+80 1111••••• ■••••••■ • I t . TYPE I Id ' SOAH 8 I Rill EL - 16.10 ' Z . RIM EL 17.77 i = I I ' I .. • -,,, ; R111 EL - 1784 1 /00 I ..1 . • i ' 1 ..7 : _ 12 11.S.) Jill... 6.e8 - 8 SS IN . i .". I - 1 - , = , 1 , ! 41.- 10.74 - 8 (E ILEA 6.78 - r SS OUT ; ! ° a % i 1 • CB „ TYPE 1 1.• I • i I 1 1 RDA a- = 1610 4 . ; IL- 11.3S - 12. , s 31 0 PAW IMMO 10 RIGHT Of WAT. PROCE DEPRESSED 0. AT AU. DROEWAY ENTRANCES PER DETAIL 0 PROW ORME mamma mao cure PER DETAIL °RELOCATE sox @PROVE mast mama rot SMART SEWER NA 4 :Ze 1., ,..?-., i'V61. .. ' 114, 0 CM1RACTCR saw. MUST MOM MMES. CATCH Z ' ! • 'Mar 'PONT (IN - -4- 18M _ METE AM VAX 80/ES TO GRADE 1A1ERAL POt DETAIL ! ' , . l..Fi20' • T- - PVI - STA . 481:231 - - ):CfirreiNT - El.nr;; - 1473.V 43+57.14 r !F !! I . 1 PIA ELEVI 4 16.73 , PM ■..150."1. f I LOW POINT STA ... 49+21.03 I . i I 1 HIGH POINT STA ... 45+41.61 1" PIA STA I. 45+20 ! i I 4..• i ' • 2' VERT i 1 K P 14.13 MX ,..! -0.95 .13. 0.5 i I I 1 , 1 i PV1 STA ■, 49+20 ! t ■ PM ELEV 1 , - 18.39 I • i . 78.74 IC r 100.94 .1 I • A.D. - i • '. I 1 i . 75.00 VC 1 so oo• vc . : Dii . 1 I 1 ; V1 A . MEV; 4 t i . . . . 1 i t It 4 . 37.60 - 1 I 1 . I i f i i ! i S ', i _„ .. i I II ' 1 I . 1 ; I : ; • 7 1:1. 5. ■ 06. 236 v . e 1 1 . K ..-.3r.1213-----.1-- __-- 24 i I I 1 . * - . ; . . • I - 1 . * ' 'um" . ve i - i 0 ig 8 1 . I I . r , : , ■ i , I P.. I 1 + 6 . 1 r: 1 8 i • $191G PRCRE 1 i id ; 0 ix, ; i 8 0, vt 6 i 1 • . I -,!: 45 i 4 i " , CD ■ i i g . a) CI ;1- -4- 1 , o ; ; ; li I ' i 1 • t . • i CO 0 i I i ' v• 1 • 48+00 "i11 48+40 SCNJA HENDRY 2172000320 13008 5749 ME. S. SEAT1IL WA 98178 °RELOCATE POWER POLE Aria Guy WE. COCRORIME WIN LIMEY PURIEYCR. OCAUROM POTEN1141. UMW COEUCTS. CONTRACTOR 10 WRFY 0 MCI =ARON RID COM CF DOS= mum SEE ORDER CF PERK 04 COURACT SPECF1C41015. 0 COSMO INKIER VW MAIL REMALY 04 S4� OM A SUCCESSF1A PURITY NO PRESSURE LEST CP 14E NEW SYSDIA HAS BEDI WINESSED BY DE OlY, AND THE ECISTNC WATER SERVICES HM( BEEN 1RANSFERRED TO THE NEW SYSTEM DE DISTING STSTEII DWI DEN BE ABANDONED N PLACE. ORME CAM B4N4. FWD SUN DRAW. COEU91 D35114 STORM DRAM LOCAND WINN ROADWAY LMT. ALWOON DRAM Di PLACE AT OTHER LOWERS. 0 DURESS OM RN FUME DRIVEWAY 48+80 Kai END CURB & GUTID1 & PRANG STA 49+1333 R8 aa0CA1E COSMIC am MEIER. 440 Exam 0 PROME HANDICAPPED RAMP OJT IN 0. RETURN AT MMONT OF CUME. 0 REPLACE D2511102 24 CUP RUH WWI 2e 0 PPE Pi TEE SAME MICA/ MO HCFSZCHTAL LOCATION. PROM( 24 19. 1 AUDORZED OP WED_ STORM solut 0 PRO SET MICE; CI SMUT EOSINS ASPHALT. @Mal 0051INC YARD MIN 10 NEW Sltl&4 MAX HATE 1111H PROPERTY OVER FCR CENWECTION -r; ; C8 RIM EL 14.01 49+20 v. WATER SOPACE AWAY FR001 PMENENT ---■ &27-- 8 SS 0111 ---- -- 8 S1,01 9 RIM EL - 14.33 I 1 I . I $ 1 RIM EL ... 14.01 LE.. 11.86 -;12* (S,vi) 1 i 4 i { 49+60 • STk 49+21.0 am: mu MATCHLINE PATRICIA DYSON 7344000030 5702 PAMELA 0R SEAM.. WA 98178 R''- { 9 8025 ) Pro' •+9 Pro' dr 1 SARA ENGLE 2137000050 } 5730 WA 98178 CPFP'0 -b.5O' \ DUV!AM(SH TERRACE \ % ° ROY TONGUE 2131000040 13347 56111 AVE. 5. RURWU, WA 98178 16.61 C830 .1 USA SAWA 7344000120 5701 S. PAMELA DR. S(ATIIE, WA R(vrt;.l TON GARDEN 16 eggliffr- 60 +00 ilw°p MVERSIDE PARK 1 � TED EOM 7344000110 5703 S PAMELA DR / • / TED MIR r 7344000100 r LOW POINT ELEV - 17 4( -'0: IA ! >;: LOW POINT STA - 60 +58.33 PIA STA - 60+50 PN ELEV - 17.03 A.D. - 2.25 - 1 _ - n I 0 to 50.00' VC 4646 tF'r al 21k TYPE 9 (481 . • FO EL S EVA 5 11 O 0NS 0.0 IL- 11.50 -1 Z.• 11.50 - (N 111 • to 1 SS OUT 01 1. 0 h ri N ed 1. 05 1 05 es rt en 1 co eG N N. O r eG r in Id CO n N 60 +40 1 g N! n1 I ; L • I EXISTING D' WATER MAIN j -- J 0. t Ott:CPEP 016710 `�'!' L. , 1 .{ } PoYEL- 16.821 I.L -1237 ((S yz t to 25 7VPF 2 (4 § •3 (o M 0.- 16.82 60 +80 PAMELA STREET • SCALE r= 20' HORZ. • r= 4 1 VERT. • 08 26 61 +20 RSA El. -17.31 LE.- : 12.74- 12'(E, 63 W =:812' . }.( CPEP °00:50%. CITY OF TL KWILA, PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 5;a ENGINEERING- STREETS WATER - SEWER - PARKS - BUILDING- 1;a 14 M6 C.O.T. • 6200 SOU11#N'ER BLV0. SEA11tE, WA 95188 0827 ! . RIM FL!17.72 Mai 00 I}.05 12' (E, W) OM EL - 17. t IE- 9.49 -8' I IL- 9.39 - - 61+60 . C.01. 6200�5NKINTER I HIGH POINT ELEV - 18. HIGH POINT STA - 62 +45.42 PVI STA - 62 +50 PVI ELEV - 18.53 A.D. - -1.60 K - 93.89 ! Z 150.00' VC ' In t 1 Rad bk'no 62 +00 rK t r :‘xs,, 1011 -12 . P'^?d36R - •r .,. , . 1 ■ 1 1 t i 1 _ UE 62 +40 UE 1 } ! 1 I0 ; j 1 _._ .._.._._.._. 4 . i 1 . } i i EluslNC vROIxE ua4c CONSTRUCTION ALJO8IEIT t 62 +80 UE C.O.T. 6200 50UDEOITER BLVD. SEATI.E, WA 98168 1OPIRIS 8/27/05 \ O S 0 \ \ 1 El 63 +20 T OE • r 1 ; �,� 1 I }. t em • o , - T COT \ 6200 SOLIDICE 1IER BLVD. SEATItE, WA 98188 • 63 +60 PAMELA STREET STA 60 +00 - 64 +33.73 Y ,soh r w sn.\ y 'F ifF st t l } ° 16.45 r� I E 1 71R OFFSET' 17.29 t -- ROY TONCIE 2137000060 13347 56114 PE. 5 TU VI.A, TVA 96170 A 81 -WA 98178 \ - a 7\; 1 I f g i 24 ! f } i 2 i J + i I- 1 1 ' 1 4 C8 29 LE- 14.18 -8' (S) CB 28 } Po4 0.. 17.05 LL- 14.04- 12'(51,E) • LE - 14.04 - 8• (NM) 64+00 CB 30 64 +40 FOSTER POINT WATER, SEWER AND. ROADWAY IMPROVEMENTS .9uU;12•_D1LQ `Q507G ._ . FMA EL -• -LE 16.40 12'- ( S8 ) -. 8 MN 11 .RMEL -1693: LE - 10.60 - 8'!SS CUT n. O7 O SI1RACTOR SHALL mar 00510O 91AM33.0S, CATCH BASINS, WATER VEERS. AND VALVE BOXES 10 GRADE. 0 RELOCATE POWER POLE AND CUT MIRE COCRONATE WfIH VIM PURVEYOR OCVITIat POTETFBN 1111111 0161101S. CONIRACTCR TO %ETFY (P01IO1) EXACT LOCATION 3110 00 OF EOSIN \ (nun SEE ORDER Cr WORN N CONTRACT SPECIFICATION: 10 DOSING WATER MAN SHALL RERUN N SEANCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE YEW SYSTEM HAS BEEN %MESSED BY THE CITY. AND TIE EASING WATER SERVICES HATE BEEN 1RANSft D TO M NEW SYS1E0L 111E EIOS0NC SYSTEM SHALL IIUI BE A3AF00ED N RACE 11 REMOVE CAT04 BASS. PU.IC STORM ORAIL DEEE004E COS STORM ORAN LOCATED V114 1 ROADWAY MTS. ABMEDON DAMN N PLACE AT O1HER LOCATIONS. ©01500SS CURB FOR FUEIRE DRIVEWAY 16 64 +80 dole CONSTRUCTION NOTES 0 PRONOE NEW r PVC SJOE FROM 1t• SFMER PPE Tt THE 0010 LREPERL T n O COMECT DOYESPIC WATER SERVICE 10 8' MATER MAN ha 0 REPLACE cosmic Fit( HYDRANT ITN NEW FINE Kam Ark PER OETAE 0 PAVE DRIVEWAY TO RIGHT OF WAY. PROVDE CURB AT ALL DRIVEWAY ENTRANCES PER DET 0 PROVIDE wont CLNDIT 0.40 AID CUTLER PER DETAI. 0 RELOCATE MM. 801( Ark 1.••, V3I ND/ n yeti . 13 PROVIDE CONCRETE ENCASEMENT l00 SANITARY SEWER LAIERU PER DETAIL 14 RELOCATE DS= WATER METER MOVE E0511/40 Ark WATER SERVICE AWAY FROM PAVEMENT ()PROVIDE HANDICAPPED RAMP CUT N CMS RETERN AT IMPOST OF CURVE. ()REPLACE DIMING 24' 01P 114 NEW 24' CEP PPE N ME SAME VERI1CAL AND 1IG820NTM. MOCK 17 PROVIDE 24' 1R I AUMINVED OW SEEEL STORM SEMER. t8 PROVDE SILT FENCE 19 SAWCMT E7oSINC ASPHALT. ® =MT E70SMN0 YARD DRAM 10 NEW STORY MAN COORONATE 1114 PROPERTY MICR FCR CONIEC11011 CALL 48 HOUF BEFORE YOU D 1- 800- 424 -555 KEY MAP SCALE 1'- 500 revisions 01.06 file no 201142 seole AS SHOW dote 03/08/04 1 IS .t f 4 S =ULM O 56TH AVENUE SOUTH SECTION NOT TO SCALE •' r MKT C1NCt1E CAS If r =ft =WM r COMM SWAM TOP COME (CSiq S MEW . • aw artmL r L71!lL4D ME aTUiL� Cie a LTdi6 (-;\ S. 133TH STREET SECTION NOT TO SCALE If IA if LNE if IME 0 57T AVENUE SOUTH SECTION • NOT TO SCALE CITY OF TUKWIIA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- designed drown docked oral n4 Pre) dr Hold bk no vvv by Bats DNB MC b V� RESIDENTIAL 10'-0' YIN. MAX CCIAI.ANIXJSTR. 35-0' MAX PAMELA STREET SECTION O 4 NOT TO SCALE • VARIES v_� 5' -8' VARIES MeAmm BLOOM TACOMA • SEATTLE Lm e•Le1eEMiMM, 1Eaa IMMAYADAMALWwrs MMAS Ioavm 0/27/05 I RIGHT-OF -WAY UNE INGHT- OF-WAY LNE MATCH WINO DRIVEWAY GRADE O CURB & GUTTER SECTION DRIVEWAY 6 NOT TO SCALE NOTES i. COYYEAQAL/NDUSRBAL 001WWA1S TRDER 11WI 35' MAY BE APPROVED BY NNE DICKER CONSIDERING TRAM SAFETY AM NE7DS OF THE ACRNTY SERVED ALL CCMIA:RCIAIft 1USTI NIL MEWS SHALL HAYS AN EYPANSON AFT LOCATED Wl -ND1H. SEE SEC. 3.04. 2. SEE SEC. 3.01. CEMENT CONCRETE DRIVEWAY 5' /NICK 3. SEE SEC. 4.01 FOR SURFACING REWREMENTS. FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS ROAD SECTIONS CONCRETE CURB AND GUTTER • NOT TO SCALE PtANRNG STRP. F ANY• CEAtB O ADA HANDICAP RAMP CUT T NOT 10 SCALE 110 dote revisions 10P «AMSE file no 201142 scale NONE dote 03/08/04 I . I . . ! ! c••• 0, In o. In ,... co o- r-- .- 8'Zl 9'L I 9'Ll cv 0 1- z 4. 82+80 •-•• ••• • • • •••. • • .•• • .• .1, • • • • • ••• • • ••• • • ••• • • • • • 72.9r - • ''' ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, V. iMa•■••••■ . \ ,..• • , ,‘•••••• - • , ad..' • , , m/./....40ba.w/a \ .,,, •••• ...... ....■ ••••■ ■10. , . • • •••■• • •••■• ., 1 I I i • i ; ; 1 I • I i _. 1 .. 1 , N1 1 1 1 8 ; f t ■ 1 L I 1 . 1 I . 0 i co c! I ; H g 0 ; i ' , ; I i ■ 1 8 I i I 24 1 1 I i ; I ' i • I 1 ; 1 , • ! ' I i ! ! I I ; ! o •;1 'I i o in to ! I ..: fli i i i . ! paX - .: I 1 1 : I i • lill 1 . I 1 i 1 : ■ ! - 1 -1,- • i ; w ; •- X i i ; i i X i I CA GI ■ . ; vi 00 40 i 1 , i ; i 1 1 I I : -- ,,,, ; -. i I - - I : ! (4 w (:), °A _ • ID I , i • 1 ; NS - "7 • - 'i, (8' - - - • • 1 i i , - i •__ t ! - — j, 16 I ,, ' ,,, I I ! ; 1 I I __, ,, 1. I ; . ■ . ,,,, i . ,,, __, ,,,,, ,_ i ; 4.. i I i I : ......•., .,.. .., ,, i I 1 ; ; 1 I i ! 1 i ! , Z1 • • ; • ;NS:- vv 82+40 STA 1125667. 126. (1) r ZEE NOIR) (1) r n ELBOW (n.) (1) r CATE VPLIE (41.) (1) r ADAP' LENC1H AS (1) COMM (1) CENCREIE MUST BLOCK SHEET C1.03 S. 130.11rtTREET 82+00 81+60 I RARNIKk NCH PRESSURE CAS INE 14 wet USE DREW CAUTIOI DURING ONSIRUCTION. 1.1=11•1 SCALE: r= 20' HORZ. r= 4 VERT.. 81+20 CITY OF TUICWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 80+80 4. *awn chocked Prot ono prof ow Sold bk no 80+40 by D MB MC JC JC dots =OM. NMP/I• 8 a .11 SEE 80+00 li \4 - STA 7997.66 .791 (1) r ADAPTOR (FUON) (1) r itt (11.) (1) EURO NAM (1) r 1/4' ELBOW 00 (1) r GATE TAINE (11.) (1) e ADAPTOR PH) LEWIN AS REOLVED (1) r GOOFIER (2) CONCRETE THRUST, v." Iccras 8 / 77 / 05 ..rog 4.. tHEET C1.9R6 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 80+00 - 83+00 CONSTRUCTION NOTES 0 PRONDE NEW 8 8 MATER WM 10 PRUDE WATER VAN IMO ewe revision* 't2Y 0 REDIRECT DOSING SEMACE 0 1E1 WATER SUN 0 PRONE KR FRE Irma ® MUM PMENIAL MUTT COMETS. CONTRACTOR TO VIM (POMOLE) EXACT LOCA1ON NO EOM Of ERSTNG 111111T. SEE • ORDER Or WCRX 81 =TRACT SPECTICAT/ONS. ® PROlECT asnvC ancsann CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ■ 2.01 e n0 201142 sock/ AS SHOO date 03/08/04 ! 9 V91. VOL C91 0 s�u 9'LL L'Ll 9'Ll e•t• e... o.. 0'91 6' l 0'91 to L'91 i 38+00 I 87+60 - ••." - . ..... - •-• • i f I 1 1 I / i I • 1 1 1 i t : : i t t ■ 1 , t 87+20 86+80 86+40 '' • 86+00 CITY OF TUKWIIA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARICS-BUILDING- • eform 85+60 &skew chocked PA An:a era) dr add bk 110 by 010) MO JC JC SCALE 1 20' HORZ. l 4' VERT. dot 85+20 4.1.*Wal.. n i t - mamma. t`Stl.k WM al TACOMA • SEATTLE ZsisoillSosIM.Mommomm MINNS a mftiritibmoM4SOMSMosst. SUMMIT STA 87+60 OFTSET 390 L .F I 0 ) r DATE YAM W/WLVE PROPOSED r WATER WE BOX It-20 cP, * 3 IDAD I,— .—. aumna ■••• ■E a " ...... otir3ATAMPI. .- .. -; 7.-''7;::;;;;;';;;::-'4;;;;;;;.;;I;f".."'""""7";;7';:=;=';:=;;;%Y:' ==:::::';=::::;;;;;;:;;;;;;;/;;;;;;;;;;;';;;;;;;ZiA';;;;;;:;;;;'';;Z'' ;,/;;; • e / " 130TH STREET .. ..:. - 0 ; i t li . . , ! t ; i ; ; 1 i . 1 , 1 • 1 • . 1 . ; 1 1 I t i 14.4 eti 1 • 14 : ! t 1 . ! ; ; 1 I I I i I i I 1 , - • ! I• 1 ! 011 1 ! I : , ! t 1 le I M i • 1 111111. CO : ! ! ! : ; I . ; ; - ------ - ! , t , i 1 I ; t I ; , ; . i I I , • ! i i 0WSTRUCTICH Apnea PROFAE t ; • I ; ; . , I x . 1 ; I I 1 . ---- .--. ----- t_ ' I i I ■ t - I ; I . --- — . ---- i . I I t ' 1 • 1 , -, — — — I ; . , ; i i I ■ i — — —EA 1 1 ;PRCPOSED r rout uric 1 w OM, ! t I 1 i , , 1............... ,1 , ...........,- ,...„..._„,- ,,,.........., ,... . ■.. „ .._____\,.,t •"'"...'; "" /-1 '' \ ... ! 1 ,.........,\ ,,,,,,k,.H ....,,,,'' ,::,,,,,' 4 . 4.......0.4 :-.. I t . ! 1 . - t , *,,,,_ ■••••,. mmatT1,114MO, i i I 1 ■ 1 i -- , , , , , . . , "I 1 84+80 WARNINQ MGR PRESSURE GAS NNE of wain USE COWIE CAUION DURING MINGIRUCIICIA I DPRES / 21 C5 '••"(•-: •P 7 Vv - KIER WE AND WWI MPH TEW INTER UTE • Lf.Ttt tv.r 84+40 f.gmelIa .51 0 84+00 83 +60 +20 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 83+00 • 88+00. CONSTRUCTION NOTES 0 PROVIDE NEW 8 DI WATER WIN 0 PROVCE WATER uuti TWO 0 PECCAHECT =NG SOLACE TO NEW WMER mei 0 PROVOE LEN FRE HYDRANT 0 CAUTICN: POMO. unny camas CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION Ale DEPIT � DOING UPUTE SEE WEER OF KRA RI OTLFIRACT SPECIFIC:AWNS. 0 PROlECT DORM DAPROVENDIT dot* revisions Lk rtlY Lk CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 TT, 201142 Scale AS SHO1 date 03/08/0, i I : 6 ►•OL 0 N 0 CY r•OL 0 N 9 o•►z ( z•Iz N VIZ S'IL 9•►L c•LL C4 VIZ e•oz ►•oz r•6I v■ 0 L' ► L•9I - n 0, I— I 1 1 1 1 /11 STA WS"; 3112 R STk 90+10.00 MSS: 5.00 R PROVIDE AR REIEF VAI STk lafelos OFFSET: 453 L CONTRACTOR SHALL as UPIER ENSTING 4e• prt CAS IN HO 1 a) STA 920383 OfFSET: 5.65 R CAP MING WATER MAIN CAUTION 0A8 CR088810 STk 92+45 .72 OFFSET: 5.03 R CONTRACTOR SHNJ. POTHOLE OP e 110 8010 (LIJA1.1) (1) CONCRETE BLOCK WATER MN CROSSING OP WARNING NCH PIESaIRE UNE MY. USE COUE RE CAUTION CORM CONSTRUCTION .1 .111••■• \ • • CAUTION ▪ sT8rai cRossoc OAS CROSSING . • • 20* HIGH PRESSURE. ON ALIGIAIDIT PROld 24111.11-- CLIP 1E • ! GAS mut cRossvo co • . 1E414009N 1 m • • • ! . ' .44 •■••• - — . __ „.. ssr:f.errse.■.. _ „„ womomorrl” I* • _________ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , ,,,,,,,,, • • 0■••3551030 ,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, S. 1307.H STREET SCALE 1'= 20' HORZ. r= 4' VERT. 1 , 1 , —.......,. 1 i i ... S 1 ; .: ••••• ........._ I i ■ / 1 - -------- —,,, 1 NI .._ _ NI i 1 11 . ; • . ; 'co' • ! 1 : • 45' • I I 1 P. i •.,, ..., , , • ; I ill .--4 — le ..i : - -4- i !. 1 1 i ; ) , ■ ---1- - - ,. - -- , . , , I PROVIDE la PEUlt VALVE q ! I i I , ; . . k /' I I 1 1 11111 , ■ ' PROPOSED e WIER UK I i i ■ i i . . Al AT ICH PONT POOff ,, ti ' I . 1 i . 11 . _0- I 1 i ; . ' ! •'- r , ' I `.... ./ ! / i i l i 1 1 , ; . . . . i / • i i N \ ! Z . i I , ; .... _ — .,...._ ...,.... ...- I . 0 i . ; . . a -4C-- . ___,... ...._ i t- _.; . -,-. IIIIVPI.cL f- --I- t -.- , Aci 1;2 . 1 ; t . . ; ; ; ! I , 1 ; t/ ; ; , 1 , 1— . 1 , ; . I I I 1 I I ! 1 I _ .i-- _... i I , I CONSTRUCTION Imam/ ■ / Q• 4:1 S : 1.84 L. •■■ us 3:1 4 • N I 1 1 CI! . I • I STOW OROSSPIO 1 CRossai c 1 •! ;Doti t t (.10± • III 41 • • 21 1 CONSTRUCTION NOTES 0 ROME to( r ol WATER SINN 0 PRONE WATER MAIN EMI 0 MEW= COSTING Soma TO FEW WATER 10A1N 0 PROSE (W FIRE HYDRANT 0 CAME: POTDRIAL UTTUTV =rum CONTRACTOR TO MY (P011101) EXACT LOCATION Ne DEPTH Cr DOSING UNITE SEE MEL EP WORK N CONTRACT SPECIFICATIONS. 0 PROTECT Das= unman CITY OF TUKWHA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- &steed arms chankod OMB MC Vaid bk no NIMEMMEININIMI). TACOMA • SEATTLE MESESEEKS•0 Mom EL1020 SIMMEMmIMOMMOSS,... 2.00.20 ores 8/27/05 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 88+00 - 93+40 110 dote revisions All '41Y I !! 2.01 le no 201142 scale AS SHOV dote 03/08/04 00 . r tr co own EU cc+' %It# 4.1.• I As t i li i)- , O I : I 1 I : 1 : I i 2 I 4 ■ -I ! SKIN 010118 1 r . I i 1 I I i ■ I I 1:16116 kW 010IE : I 111 r 12 Or : I . ' i i i - : • t I L. 1 — 1 _.4 .I- 1 ' I i : I I I I i I 1 I I i 91H-00 97+60 97+20 96+60 96+40 i • S. 1130TH _STREET SCALE 1'= 20' HORZ. 1'= 4' VERT. , i r ; • I I ; . 114E9093/ 1101 BE-- ! 4 I i -4 r ; . 1 I 1 ■ i : 1 . I ; -4 • -I - I ! --4- i • I ; 1 : : 1: ■ r i I f , i I j T.L i 1 . : 1 1 1 i ■ 4 I i I i ■ 1 I . 11 : i ;. i ! ■ 6 : 1 I - -1.- ■ I ; ;4-.... -1. i 1 : ; I ; i I -4 1 id a od d Es Es 2 +1 Es 01 Es 95+00 CITY OF TUKWHA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 0:111196001 =MIT designed awn checked prol Pro) dr V VW NE 1 by date DUB PAC Jo Odd Sec ro 95460 CIFFND 873 if 909 COMO (1) 031011E 91016 90+20 VW** Mrr . Wal TACOMA • SEATTLE MalabfaMAMOaasalailla SWAB* . altaiManosaaladalaNkla... TAZOM Gil) L w a l y - • - 944110 I COMES 8/27/C5 44440 94400 SIPA 81140110 ORM LW I OMER 11.63 OW or me ouro DONOTIE BOX 92140 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 93+40 - 98+20 CONSTRUCTION NOTES 0 PROVOS r Ii HAM WIN ® PROVIDE WATER MAIN MEN RECCNIECT cam SERNCE To rot WA1TR WO 0 PROVIDE PEW FIRE MAK 0 CAM& POMMY. vim warm CCR1RAC1CR TO WY (POTHOLE) EXACT MOM AOC COIN OF COSTING WM. SEE MOW VICRIC Vi CCHIRACT SPECIFICATIONS. 0 PROTECT cos= anovouT 0 none IWE HOW CUM POST no dote revisions dIrk 6 2.04 • no 201142 scale AS SHOV date 03/08/04 .11 / ■ SN •••• • ,< N. / / N. \/ / / /1 / / / / IN N / / / / / / /1 / / N S. / / S.S. / / / / ,-.........00m......m..1 —‘.• m.m... o.... 'N.< / / / ,•■■ , / / S . (TP) VERTICAL BEND • • ■ • • , • • - - / ..-• -- c MING PIPE (SEE PUN) / \ 45• I 1 0 lEPER' / MI .." TRACTOR SHAM / MENTON WA 03NS1RUCTION. IPPRCPRIAL / WATER TOW TO NM VAN TO MARV', 8010S TICK 110I1 CONNECT:N. .11 PRO :Yet • • • WATER MARL ERS1IN0 ' RBIUCE/). PROVIDE -- LOCATE 11 I/f BEND OWL& T WE OF PRO APACRRIAIE • CITY OF TUKWELA PUBLIC WORKS DEPT. -ENGINEERINIG-STREETS-WATIER-SEWER-PARKS-BUILDING- / 5. 5. DON. „_ 13 TH d.,19n.d drawn chocked Is PrO proj dif SCALE: r= 20' HORZ. r= 4' VERT. by dot* DUB MO JC fldd bk no r 273. am .1 L I i 4 • t I I I (I) it 11 1/4 MO (may) (i) Irse REENCER (1) CONCRETE BLOCK ... . (1151940 it TEE • DIPACT A.V/ 100+80 ratroom ‘.."'"" 61 1 , a. r . frA T c l e - 13 #0, ei g, TACOMA • St 00111.000•40■ ZOOM/ m mOmaiMml.10 M10/01M REEf 100+40 M••••• 100+ 00 Imam / 27 / PROVIDE VIC& BEM mow ROAD PRCillE • i j • • • / , • • / • • •O) yam/. tea N PREP.:191i RAM UTC • ' \ 1- . . • 99+60 99+20 ..• • -•-• a) • 45 / ! • I I 0 1 ! t 1 I t , 1.L , 1 -- ui I 24 I , 121 = ' , STERN CROESNC 0 • i -... 12 Cle I i a Ill , 1 ; S. ; I \ . ■ i - 1 18 / ......., ! 0.1I z ; ; ; , 3 1 , , s , , - I ----t . I _:...... t) 0 4- -L- i • i 1 1 1 1 1 I : 1 i . I , — . 1 •■• 0 0 00 00 98+80 98+40 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 98+20 • 101+05.77 110 . i dote CONSTRUCTIO 0 PROM tow a WATER 0 FRONDE WATER WAN 0 RECONNECT 015194$ SERVICE 0 PROM NEW FIRE HYDRANT 0 PROTECT MING WROMENT 0 PROVIDE FIRE tritftANT revisions N NOTES TO WIT WATER RANI 0 CAUTION POTENTIAL unurt ccuructs CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCA11CN NO DEPTH CC EXISTING MUTT. SEE ORDER OF IORK II CONTRACT SF'ECVICATKINS. POST no 201141 SCOW AS Slit dote 03/08/ VALVE SCHEDULE nu OESCRPDON SIZE ENDS OPERATOR CV -1 DECK VANE 4' FL x FL N/A CV-2 DECK VALVE 4' FL x Fl. N/A PV -1 PLUG VALVE 4 FL x FL 1/4 TURN LEVER PV-2 ONG VALVE 4' FL x FL 1/4 TURN LEVER P1-3 PLUG VALVE 4' MJ x W DIRECT BURY VALVES 11111 VALVE BOX PV -4 PLUG VALVE 4' W x W DIRECT BURY VALVES MTH VALVE BOX PUMP SCHEDULE. LFT STARCH TIRE DISOIARCE (G ) 0 HP. NO 18W VITAE MO PHASE DISCHARGE PET 1QL OPACITY (CrAL/16) 11RM FOSTER PONT DUPLE( NDH -aLOG CORMIL 00111-SUBW 110 GPM 0 20 FT 2 HP. 1200 RPM 120/240 19 4' DU 211 6.0-10' Itw 8/27/05 4' Dl /TOSE COUPLING 4' DIP. FORCE WW. SEE SHEET C4.01 4' D1TYE,W 4' D1 TEE , W BYPASS PUMPING CONNECTION �YEI�ER BO MTN 4'-0' x (-0' BLED OR Lit PRODUCTS H2O ACCESS HATOI W WATERTIGHT GASKET NO RECESSED PADLOCK HASP. ( -2 L4• -r (LA PRECAST VALVE VAULT PCLYPROPYTDIE WNHOE STEPS . SPACED lr at 4 CHECK VALVE 4' PLUG VALVE NON- SNR1OR GROUT TYP. PPE SUPPORT STANDON 11000. 592 OR EQUAL STORTZ ADAPTER LENGTH AS REID. UP, 4' D1 PPE 4' D.L88WWPOINTING GROUT 10 FORM MN SUMP p 0 OA X 10' DEEP W/ IE] µE R-60454 GRATE F EEL' • t. ALL MECHANICAL JOTS FOR FORCE MAN SAIL BE INSTALLED NTH RESTRAINER. 4' 01 45' ELBOW. NJ VALVE BOX 1Y MN FOUNDATION GRAVEL T 1 DRAIN COR MELDED TO OF FRAME CONNECT TO I -1 964 40 PVC DRAN LIE ROUTE DOW TO ASP. SECT/RE TO WALL MD CEANG AS NEEDED. to . DIY. Id6 5' -0' 4' Dl FORCE MAIN CL E E FLEX ()LIFT STATION PLAN — SCALE: 1/2".1 AOXSS HATCH HINGED THIS WE WET WELL 4'-B' X 3' -0' LW. PRODUCTS ACCESS HATCH W/PEC SSD PADLOCK HASP OR EQUAL 11:E,:E$:4:1:1:IAY :11:1:1:11 :1:1::1:CC1:1H 1:1: BOTTOM Cr WI EL - 2.62 T.O.S. ETEV 181 4' Dl • ME Et.00 x � D P M OP r e PPE SUPPORT lRf� I g LEO S cum � .cum BAR 111111k-111.11111 — 5.5 RAP LIFT CABLE SECTION A SCALE: 1/2"-i'-0' REMOVABLE SECTION Pi GRATING FOR PUMP PDIVAL ACCESS LADDER MOH NET W T MAWIOIE "ADOFR UP' SAFETY POST MING OUTUIE OF Pi WNCRE1E TOP SLAB. CLEAR OPDM40 SHALL BE A MN. CO 4x$ POLVPROPVTDVE STEPS CABLE CONDUITS TO PUMP CONTROL PANEL SEE St1ET E -3 0918810 SPACE ENTRY MAST SLEEVE, SECURE TO CONCRETE EP/HATCH OPENING MTH 5.5. ANCHORS PER MFR.'S RECCINFNDATIOL PRECAST COICAETE TOP COVER. DEM RENFORWNG FOR H2O LOACMIG 1 1 DRAN CCIWLNC VEXED 10 Cr FRAME COMECT TO 504 40 PVC DRAWEE M/ VAPOT TRAP NO ROUTE CORN 10 GRATING. SECURE TO WALL NO CDING AS NEEDED. (a ACCESS LADDER POIYPROPNDIE MANHOLE STEPS SPACED 1r DC FIBERGLASS CRATING AND GUARD RAIL SEE SHEET 5 -5 PUMP POVER CABLE EL 2.68 H.W. ALAN EL 1.68 LAG PULP ON EL 0.68 LEAD PUMP ON El. 1.32 PLOP CFI EL. -1.62 LOW ALARM AT CONCRETE SLOPE GROUT PRECAST CONCRETE BASE SLAB, or NM EON.) DEAOE RENFORCNG TOR GROUND WATER UPLIFT BASED Oti SURFACE LEYD. WATER TABLE 12' MIN FOUNDATION GRAVEL CITY OF TIJIMIIA PUBLIC WORKS DEPT. - ENGINEERING - STREETS WATER- SEWER - PARKS- BUILDING- 'I- drown d.d..d 1. field bk no by dots OMB JC we3 eng JC TACOMA 1n1MPO•Y1t 00.TLT�.w1TMn MAMM - 0Y4Yli.4✓1Mwq OCITY OF TUKWILA LIFT STATION NO. 8 SITE PLAN SCALE: 1' -10' FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS LIFT STATION no dote revisions (C3.01 The no scale date 03/08/( k 1. • UR .) • PIPE STA 20+00 Q. STA 202+02.23. CFFSET: 22.71 L (1) 4' 45 800 (14/614 (1) MUST BLOCK ' ? .„. I! ' 1 1 1„ 11010 1:1 I I \ 1 0 ' • 56111 MC. S TERUREINI A 64.75 fi PIPE STA1104 _ CONTROL LE STATION PIPE STATION - • • • _ • • • .. . • • It 5 1-• (i) • • • • • • • ... , „ . _ - -- LJi • . i . •.c.-; :.(14 NT;:`r -:* I -1- I • r L i i I • ••• • . • 4' FORCE MAN ,'.I LE.. 1418 - 8 (NIV,S11) 1 I . , i i 1 8 • r 1 I i ; _i EX. SW1 I PROVIDE RISK DROP ( . ROA EL 111.0 ROTATE CONE TO NW AND RELOCATE LADDER ON NW COAT MANHOLE:11TH RAWN TECION 0+00 0+40 20t + CO • 0+80 1 • 1+20 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER STA 2+42 OFFSET: 0.00 0. STA +32.64. (1) CATE VALE W/VALW BOX 568i T t�TT3S41t STOM PIPE 10 DUCTIE•11101 DOUR• PEON FCRCE 0261 WOO( CROSSNO : (SE 5E 1r 2t TRICORN/ACT. PROVISONS) . . INTERURBAN AVE. - - - SCALE: 1 20' HORZ.1 r= 4' VERT. 1 1 FOR ONNNUANCel 1// W I vi i 1 __ ........ _. 1+80 prO1 JC In t c.:?A 4 I 0 1 i•• e FORCE:WAIN W 1 W I WO dr field bk no weer. - rAR ',.' --- al 0 el I 0 Ilona 8 /27 / 05 A 10+7178 A 202+84.75 (1) 4' STEM FORCE WAN ATTACTCD TO KM NORTH END OF BRIDGE NOT TO SCALE SOUTH END OF BRIDGE NOT TO SCALE CONSTRUCTION NOTES PROVO( d SWART FORA MAN 0 PROTAX mot 0 CAUTIOIt POTENNAL trturr COIFUCTS. CONTRACTOR TO !MY (PODICLL) FACT LOCATION AND DEPTH OF Dann mum SEE CRDER OF MORK N CONTRACT SPECIFIC/30S. °PROTECT EASING agnomens. 008E DEC% OWSIANC 9. NAIL KNEEN PIPE HANGERS 45 BEND AROUND NW WALL MOM BOLTS MANG REBAR Al■ mit PIPE HANGER G 1.5' I I;i P00CC MAN RIDGE ATTACHMENT NOT TO SCALE 4 CROWD-ENO STEEL FORAMEN 'FIX NVA ADI1ESVE CARTRIDGE (CR EQUIVALENT) SPACERS AS RECORED MR LEVELING (TIP) WORM BRACKETS 111AL.5s16' LENGTH 45 SENO ARCM WIG WALL RD TEND MANSON JONT CAVA/12ED STEEL COCUT ILUNXR 3/4' X 13 1/4 THREAD0GALYANZED HOC NTT NCHOR BOLT/ATTACHMENT NOT 10 SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS INTERURBAN AVENUE FORCE MAIN STA 1+00 • 3+8435 I TV. no dote ORIL 7/6' X 6 sir HOLE CCNCREIE CALVAMTED STEEL LOCK WASTER 3/4 CALVNIELED STEEL NOM 1. EXPOSED STEEL SHALL EIMER BE CALVNIZED. STARLESS OR PANTED. 2. SPECIAL INSPECTION RED.WED OF ANCHOR BOLT INSTALLATION PER SECTION 1701 CF 161 UM 3. STRENGTH OF BRIDGE VAS NOT ANALYZED PDX MOTIONAL PCINT LOADS 4. 9' MAX SPADING BETWEEN PIE AOERS revisions CONCRETE rouramoti .1411 0015 (1 GALVANIZED CR STARLESS 3/4 IiREADED RED crew. nc 171, 6' ADJUSTATIE PIE SUFPORT CPRINT1 Fe 171,6' ADJUSTABLE PPE UPPORT ORM. NC 161, 4' PROTECTDI SABOLE CORER ON SUPPORT WEED TO PIPE PER 161 PE HANGER/ATTACHMENT NOT TO SCALE file no 201141 scale AS SR date 03/08/ 1111•1121, Nig. NM CYAN, SUNEenas31.110111,110.61.84 £'OZ g 9'0Z L'OZ 0'aZ £'LZ Is: R N 9'IZ , up C•4 o::. ',Len k 1. • UR .) • PIPE STA 20+00 Q. STA 202+02.23. CFFSET: 22.71 L (1) 4' 45 800 (14/614 (1) MUST BLOCK ' ? .„. I! ' 1 1 1„ 11010 1:1 I I \ 1 0 ' • 56111 MC. S TERUREINI A 64.75 fi PIPE STA1104 _ CONTROL LE STATION PIPE STATION - • • • _ • • • .. . • • It 5 1-• (i) • • • • • • • ... , „ . _ - -- LJi • . i . •.c.-; :.(14 NT;:`r -:* I -1- I • r L i i I • ••• • . • 4' FORCE MAN ,'.I LE.. 1418 - 8 (NIV,S11) 1 I . , i i 1 8 • r 1 I i ; _i EX. SW1 I PROVIDE RISK DROP ( . ROA EL 111.0 ROTATE CONE TO NW AND RELOCATE LADDER ON NW COAT MANHOLE:11TH RAWN TECION 0+00 0+40 20t + CO • 0+80 1 • 1+20 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER STA 2+42 OFFSET: 0.00 0. STA +32.64. (1) CATE VALE W/VALW BOX 568i T t�TT3S41t STOM PIPE 10 DUCTIE•11101 DOUR• PEON FCRCE 0261 WOO( CROSSNO : (SE 5E 1r 2t TRICORN/ACT. PROVISONS) . . INTERURBAN AVE. - - - SCALE: 1 20' HORZ.1 r= 4' VERT. 1 1 FOR ONNNUANCel 1// W I vi i 1 __ ........ _. 1+80 prO1 JC In t c.:?A 4 I 0 1 i•• e FORCE:WAIN W 1 W I WO dr field bk no weer. - rAR ',.' --- al 0 el I 0 Ilona 8 /27 / 05 A 10+7178 A 202+84.75 (1) 4' STEM FORCE WAN ATTACTCD TO KM NORTH END OF BRIDGE NOT TO SCALE SOUTH END OF BRIDGE NOT TO SCALE CONSTRUCTION NOTES PROVO( d SWART FORA MAN 0 PROTAX mot 0 CAUTIOIt POTENNAL trturr COIFUCTS. CONTRACTOR TO !MY (PODICLL) FACT LOCATION AND DEPTH OF Dann mum SEE CRDER OF MORK N CONTRACT SPECIFIC/30S. °PROTECT EASING agnomens. 008E DEC% OWSIANC 9. NAIL KNEEN PIPE HANGERS 45 BEND AROUND NW WALL MOM BOLTS MANG REBAR Al■ mit PIPE HANGER G 1.5' I I;i P00CC MAN RIDGE ATTACHMENT NOT TO SCALE 4 CROWD-ENO STEEL FORAMEN 'FIX NVA ADI1ESVE CARTRIDGE (CR EQUIVALENT) SPACERS AS RECORED MR LEVELING (TIP) WORM BRACKETS 111AL.5s16' LENGTH 45 SENO ARCM WIG WALL RD TEND MANSON JONT CAVA/12ED STEEL COCUT ILUNXR 3/4' X 13 1/4 THREAD0GALYANZED HOC NTT NCHOR BOLT/ATTACHMENT NOT 10 SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS INTERURBAN AVENUE FORCE MAIN STA 1+00 • 3+8435 I TV. no dote ORIL 7/6' X 6 sir HOLE CCNCREIE CALVAMTED STEEL LOCK WASTER 3/4 CALVNIELED STEEL NOM 1. EXPOSED STEEL SHALL EIMER BE CALVNIZED. STARLESS OR PANTED. 2. SPECIAL INSPECTION RED.WED OF ANCHOR BOLT INSTALLATION PER SECTION 1701 CF 161 UM 3. STRENGTH OF BRIDGE VAS NOT ANALYZED PDX MOTIONAL PCINT LOADS 4. 9' MAX SPADING BETWEEN PIE AOERS revisions CONCRETE rouramoti .1411 0015 (1 GALVANIZED CR STARLESS 3/4 IiREADED RED crew. nc 171, 6' ADJUSTATIE PIE SUFPORT CPRINT1 Fe 171,6' ADJUSTABLE PPE UPPORT ORM. NC 161, 4' PROTECTDI SABOLE CORER ON SUPPORT WEED TO PIPE PER 161 PE HANGER/ATTACHMENT NOT TO SCALE file no 201141 scale AS SR date 03/08/ 1111•1121, Nig. NM CYAN, SUNEenas31.110111,110.61.84 0 7,10 0 t'00,713 711 33,00 I :•V. • IF% itgal • * • 4 MIMOMMIWIIMMIOMME IMMEMOMIMOMMOMMMIO■61.. COMPOSITE CONSTRUCTION FORCES MAIN e 45 KENO GROOVED FITTING THRUST BLOCK : PROUD( SET FENCE BEGIN ATTACH HANGERS TO PRONTE e DEX-1110 STA 13+73.74 se (1) VALVE GATE 11/9, BOX (FLAO) CERAM %HEATON 2172030150 13361 56th AVE S. STA 15446.05 RALPH HATTON 2172000155 3935 113141 ST. SEATTLE, WA 96165 STA 15+4192 • cola • 0 I-4 )ere'es 55111 'ME: : STA 11+15.81 CEFSET, 3541 1.; 3. STA 202+36.38, CFFSET:' 29.95 5' STEC GROOVED (1) STEEL' PPE.TO DUCTILE IRC/1 (SEE SEC 721W CONTRACT PROW3108) 0 i 10+40 : T i ! t' T -.- 1 c, ‘ 1 . ! i ., i '.., UNDERSIDE 1 I 1 ! i . ■ 1 s I ... , 1 I ; 1 1 I 3 ■ ., , , I , 1 ; _., % • X ' I I, .... • -I 1 's '• ' ' ! • • • 1 I 12 — 1 ! i .-. 1 . • i i ...... -,./- ' I DOM OF DRIDGE • 3 i • 1 1 1 1 1 r . I . 1 L ' - 1 - --„..: .] !::! _ -- TileciPicnit"42: P-EDESTRIAN- • . '' - i t • I , I i I i I ' ! in i .........._ - --I r - --, --- „,_. -- --- -- • - 1- -- - _ - ! 1• ; t -- I - _..— - ; I PRO4DE ANCHOR AT T ! ' , • • i S 5' -- , - --__ _ -- _ __ , 1 i l ' ! i i ! • ; • 0 1 .'"......••■ ."....,...........4.........7...........h DI ; ::: ---.... 1 1 ; , 4 ,,...........—......... —._............ t ..., ---- 2.... ' .4 — 4 • -1----------ftS. f , 9---,.....,...„.7----------z-4. _. .., ___, ; I . . I • - _ 1 Boum cr t ,-,..„... ...1 ............ L ....... ___!.....____ _ , -,--......„--- ......... „. ... ... _ _____ , .......-- ! NOCE BOX . D3SINC FCRCE UN 1 , I 1 . 1 1 , 3 ... • s ••• 7 1 3 1 .. 1 1 1 n , 1 i . 1 i • 1 1 I I • • 1 .. „.........: .... 1 .... 1 .,.. ...... --''' roncui leo n.oaratv.15.5 , , 1 4.. _ : . ---; . ! . ; , • I ; , • . , 1 . i . . ,, : '. gra wino PROM amain em 01 1 1 •' 1 . \ 3 IONG COI.NlY FOSTER BROM W1 3158 ; : . ! ; ; \ 1, REPLACOIDIT DRAM SHEET 14 Cf 17. I ; I , ' I • \ I DME 6/11A1 ± , , i I I 1 i . 1 ; . i I , I ; \ 1 . 1 1 i ; 1 ! 1 . . • 1 1 • 1 . r ; i I : . 1. . • . . . .........L... 1 li. ! ; --1• ,, - A { , 1 i 1 ! • 1 M 1 i • ; i ' , .re 1 _WEANAIMEitiaMIERAEY..M. i • ! i , A - t ' _._.„;... __ ...10KIRGILVAIIRIQI■Ltal- .... / . 1 1 i 1 ! i - 7" z ! ; ' . UNITS or ereece 1 I 1 I . . . I 1 • , . , .7.4 • 10+80 5 IAN. me eo4DwAY $ IAN CUISIDE 0 ROADWAY • 11+20 e cr (1) 4*. 45' 8081 FITTING. ....i....-AU01:45'..FRON VERTICAL SO $ F1PE COES sal/ BROCZ •• 11+60 12+00 MAIN 111141 1, EOM 8191A MO AUJWINAI JAWING CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- / I 12+40 designed drawn thesked proj erg Prof dir field bk no by DMS MO JC JC dote Al ALKAI WRTICAUT SCALE: 1 20' HORZ. r= 4' VERT. 12+80 • ..... , i .„„,. - • 1.. _ 4'..11.131-TEND .L. Exaeggai Joan .1 . , I +20 fa411.■ . 7M47: 3 . ■••• am.. • NMI IM411 ammo r r OM 11 TACOMA • SE VIMATAIIMMIONOmmOdam 151.11010 at. MOM- DORIC AROUND WALL I . r MN 13+60 1Con3 8 /TT/ 05 I STA 13+7174 PROVE SAT FENCE DID FORCE MAN BRIDGE CROSSND PROM( (FL) PPE DID PPE FORCE YAW BEMS MG WAIL BERM COLIPIIIC TO 111E DUCTILE RN FORCE MAIN 14+00 3 56TH AVENUE S. LOW POINT ELEV 17.70 LOW POINT STA .= 14+95.18 °PROVE 4' DI SANITARY FORM MAIN PV1 ELEV • 17.40: A•O. = 3.81 I • 1 + . Ki-• 28.21 100.00' VC . NUM& T00 2172000165 13360 5151H ME. S. °PRONE( 1RENDI ■In■ ; • OcAunort pominrugu mum ectaRecioR EASING MAY. 000t Cf 10161 IN CONTRACT TO VERIFY ( EXACT LCCA1104 NO rum U I • ; t I I . i I i : •-:- L. 1 . . ; , • • le' KIM 1111116.611.110111RPMPIIII Mgr MEW w: '3101/ • 1) 4' 45' 13010 (MM) (l) 11 1/2" BOO 1) CONCRETE BLOCK (I) CONCRETE BLOM er ....,, I (4)P1101ECT COSTING 6110■01ENTS. i I I i ' ; .1 ; i I 1 I 00STINC PrITLE: t , • ! ■ ' , - -j ! , 1 , - — = =0= ===.-..„' •'71 I ! • 1 I ; , -.---o-L-- FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS INTERURBAN AVENUE FORCE MAIN STA 11+10 - 15+55 CONSTRUCTION NOTES dote • 1 14 1 1 1 1 ; ; ; I 8 4_ ! • 103111 101ER 2172000175 13354 56111 ME. S. revisions MPH HATTON 2172030155 , 3935 113114 ST. SEATTLE, WA 98168 rd `c.`t 7 P oit01 file no 201142 sea e AS SHO dote 03/08/0 1111111111111111111111111111111111111111$1- II III 1111 0 7,10 0 t'00,713 711 33,00 I :•V. • IF% itgal • * • 4 MIMOMMIWIIMMIOMME IMMEMOMIMOMMOMMMIO■61.. COMPOSITE CONSTRUCTION FORCES MAIN e 45 KENO GROOVED FITTING THRUST BLOCK : PROUD( SET FENCE BEGIN ATTACH HANGERS TO PRONTE e DEX-1110 STA 13+73.74 se (1) VALVE GATE 11/9, BOX (FLAO) CERAM %HEATON 2172030150 13361 56th AVE S. STA 15446.05 RALPH HATTON 2172000155 3935 113141 ST. SEATTLE, WA 96165 STA 15+4192 • cola • 0 I-4 )ere'es 55111 'ME: : STA 11+15.81 CEFSET, 3541 1.; 3. STA 202+36.38, CFFSET:' 29.95 5' STEC GROOVED (1) STEEL' PPE.TO DUCTILE IRC/1 (SEE SEC 721W CONTRACT PROW3108) 0 i 10+40 : T i ! t' T -.- 1 c, ‘ 1 . ! i ., i '.., UNDERSIDE 1 I 1 ! i . ■ 1 s I ... , 1 I ; 1 1 I 3 ■ ., , , I , 1 ; _., % • X ' I I, .... • -I 1 's '• ' ' ! • • • 1 I 12 — 1 ! i .-. 1 . • i i ...... -,./- ' I DOM OF DRIDGE • 3 i • 1 1 1 1 1 r . I . 1 L ' - 1 - --„..: .] !::! _ -- TileciPicnit"42: P-EDESTRIAN- • . '' - i t • I , I i I i I ' ! in i .........._ - --I r - --, --- „,_. -- --- -- • - 1- -- - _ - ! 1• ; t -- I - _..— - ; I PRO4DE ANCHOR AT T ! ' , • • i S 5' -- , - --__ _ -- _ __ , 1 i l ' ! i i ! • ; • 0 1 .'"......••■ ."....,...........4.........7...........h DI ; ::: ---.... 1 1 ; , 4 ,,...........—......... —._............ t ..., ---- 2.... ' .4 — 4 • -1----------ftS. f , 9---,.....,...„.7----------z-4. _. .., ___, ; I . . I • - _ 1 Boum cr t ,-,..„... ...1 ............ L ....... ___!.....____ _ , -,--......„--- ......... „. ... ... _ _____ , .......-- ! NOCE BOX . D3SINC FCRCE UN 1 , I 1 . 1 1 , 3 ... • s ••• 7 1 3 1 .. 1 1 1 n , 1 i . 1 i • 1 1 I I • • 1 .. „.........: .... 1 .... 1 .,.. ...... --''' roncui leo n.oaratv.15.5 , , 1 4.. _ : . ---; . ! . ; , • I ; , • . , 1 . i . . ,, : '. gra wino PROM amain em 01 1 1 •' 1 . \ 3 IONG COI.NlY FOSTER BROM W1 3158 ; : . ! ; ; \ 1, REPLACOIDIT DRAM SHEET 14 Cf 17. I ; I , ' I • \ I DME 6/11A1 ± , , i I I 1 i . 1 ; . i I , I ; \ 1 . 1 1 i ; 1 ! 1 . . • 1 1 • 1 . r ; i I : . 1. . • . . . .........L... 1 li. ! ; --1• ,, - A { , 1 i 1 ! • 1 M 1 i • ; i ' , .re 1 _WEANAIMEitiaMIERAEY..M. i • ! i , A - t ' _._.„;... __ ...10KIRGILVAIIRIQI■Ltal- .... / . 1 1 i 1 ! i - 7" z ! ; ' . UNITS or ereece 1 I 1 I . . . I 1 • , . , .7.4 • 10+80 5 IAN. me eo4DwAY $ IAN CUISIDE 0 ROADWAY • 11+20 e cr (1) 4*. 45' 8081 FITTING. ....i....-AU01:45'..FRON VERTICAL SO $ F1PE COES sal/ BROCZ •• 11+60 12+00 MAIN 111141 1, EOM 8191A MO AUJWINAI JAWING CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- / I 12+40 designed drawn thesked proj erg Prof dir field bk no by DMS MO JC JC dote Al ALKAI WRTICAUT SCALE: 1 20' HORZ. r= 4' VERT. 12+80 • ..... , i .„„,. - • 1.. _ 4'..11.131-TEND .L. Exaeggai Joan .1 . , I +20 fa411.■ . 7M47: 3 . ■••• am.. • NMI IM411 ammo r r OM 11 TACOMA • SE VIMATAIIMMIONOmmOdam 151.11010 at. MOM- DORIC AROUND WALL I . r MN 13+60 1Con3 8 /TT/ 05 I STA 13+7174 PROVE SAT FENCE DID FORCE MAN BRIDGE CROSSND PROM( (FL) PPE DID PPE FORCE YAW BEMS MG WAIL BERM COLIPIIIC TO 111E DUCTILE RN FORCE MAIN 14+00 3 56TH AVENUE S. LOW POINT ELEV 17.70 LOW POINT STA .= 14+95.18 °PROVE 4' DI SANITARY FORM MAIN PV1 ELEV • 17.40: A•O. = 3.81 I • 1 + . Ki-• 28.21 100.00' VC . NUM& T00 2172000165 13360 5151H ME. S. °PRONE( 1RENDI ■In■ ; • OcAunort pominrugu mum ectaRecioR EASING MAY. 000t Cf 10161 IN CONTRACT TO VERIFY ( EXACT LCCA1104 NO rum U I • ; t I I . i I i : •-:- L. 1 . . ; , • • le' KIM 1111116.611.110111RPMPIIII Mgr MEW w: '3101/ • 1) 4' 45' 13010 (MM) (l) 11 1/2" BOO 1) CONCRETE BLOCK (I) CONCRETE BLOM er ....,, I (4)P1101ECT COSTING 6110■01ENTS. i I I i ' ; .1 ; i I 1 I 00STINC PrITLE: t , • ! ■ ' , - -j ! , 1 , - — = =0= ===.-..„' •'71 I ! • 1 I ; , -.---o-L-- FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS INTERURBAN AVENUE FORCE MAIN STA 11+10 - 15+55 CONSTRUCTION NOTES dote • 1 14 1 1 1 1 ; ; ; I 8 4_ ! • 103111 101ER 2172000175 13354 56111 ME. S. revisions MPH HATTON 2172030155 , 3935 113114 ST. SEATTLE, WA 98168 rd `c.`t 7 P oit01 file no 201142 sea e AS SHO dote 03/08/0 YMO SEA SEc1HON A -A COOTIE RON -NON LOCOING COYER IMAM WIGHT 150 LBS NOTE: FRAME 10 BE GROUTED N PLACE COWRS SHALL HAW THE WORD NEW N 2' RAZED LETTERS WEN USED N CDN0ECLICN NTH SANITARY SLIER NSTALLATIOHS, Olt 'STORM' WEN N 0011EC1101 WITH S10R1) DRAIN NSTALLATIOH, OR'N'A1ER' WEN N CONNECTION NUN POTABLE WATER DIS1RIBUIION. • CD 24' MANHOLE FRAME WITH COVER NOT 10 SCALE FRAME RAN SECTION B-B OVULE IRON FRAME IMAM WEIGHT 210 LBS O POLYPROPYLENE SAFETY STEP• NOT TO SCALE CITY OF TlUliWELA PUBLIC WORKS DEPT. 6'iDN. 3000 PS CONC. NOTE DROP PIPING TO BE SALE S12E AS NTERCEPIEO SEVER - ENGINEERING - STREETS WATER -SEWER - PARKS- BUILDING- WWI VACIMMI �® ®7� PLAN ONE MORN Of DOCILE NON PIPE (CLASS 50) TO SOLD WANG WEN SPAN IS YORE THAN 4'. CEMENT CONCRETE (X00 PSI) PIDOBLE JOINT BAOIFILL 001N COPACTED MATERIAL • 1' MAX T CLASS 50 WORE RCN 97 BEND. O DUCTILE IRON DROP CONNECTION 3 NOT TO SCALE tingled theckod Pro) .w Pro) di Add bk no C .) NOT 70 SCALE by f date MCC JC SEE ACCESS DETA)L -THIS STEEL F _ SEE awls. OETAL -1115 SHEET. SANITARY SEWER MANHOLE - 48' TACOMA• SEATTLE MESS • E„va - SEEPS 9E DETAIL -THIS SHEET. Q) LIFER SYSIELI PRECAST INTO MAN1QE BASE SECTION PER SPECIFICATION 7- 05.2(2) TYRCAL MANHOLE P1IUNDA1101 CONSIRUCRON Its 8/27/ NOR -N -SEAL NSDE DROP (10N 0.1 MAX 1.5) 6' MR ASPHALT NEAT LINE SA11CU1S SHALL BE SEALED AT 1CP WIN AR 4000 Vf COYER NCH SAID. =MEW. FCUICATHQI CRAWL 12' • CHANNELIZATION DETAIL O ACCESS, CHANNELIZATION & STEP DETAIL NOT TO SCALE MANHOLE FRAME COLLAR C2) NOT TO SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS NOTES, DETAILS & SECTIONS date (1814. 0) MR MIDI PRECAST INTO MANHOE BASE MORON PER SPE FEADON 7- O0.2(2) PRECAST BASE revisions JOINTS 05.01' file no - 201142 scale AS SHC dote 03/08/0 FOR 11 4 MPG G BENDS 1 F SIZE pg INCHES;;DEGRES V. B. CU. FT. A (FEET')(INCHES; D L (FEET) 4 22 1 2.2 3/4 2.0 6 11 1/4 11 2.2 3/4 2.0 14 221/2 25 2.9 19 B 11 1/4 18 2.5 3/4 2.0 221/2 47 3.8 10-12 11 1442 88 34.25 '1it 3 0 16 22 17 4 6. 1 7 11/8 3 . 0 0 . 18-20 /11i•1 2n Gl T 4.S 24 11 1 4 11110 5.0 1 3.5 22 /2 6.8 1 3/8 4.5 VERTICAL BLOCKING FOR 45 BENDS 45 0,03Nf 3/4 1 1 3%8 2.0 0 ^221 4.0 4.5 SIZE (FT) (FT (FT (FT (FT 2 1 .--N✓ m*Inco2201 c . ~ -- 4 6 10 NOTES, DETAILS & SECTIONS 14 A O 201 19 scale AS SHOWN no dote revislons 25 31 O N Q 39 N n 47 56 76 87 125 171 223 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS the b5.02 2 NOTES, DETAILS & SECTIONS A O 201 scale AS SHOWN no dote revislons dote 03/08/04 1 BLIND FLANGE ROCK MALI, PLAHONGS, CR ODER SURFACE OBSTRUGNCNS 4MK-•I _ '•_ FLANGE 90' BEND NOTES: 1. BEARING AREA OF CONCRETE THRUST BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS SHALL BE ADJUSTED FOR OTHER PIPE SIZES. PRESSURES AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER AU. CONDITIONS OF SERVICE. 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING; THEREFORE HEIGHT OF BLOCK SHALL BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPEND UPON THE DISTANCE BETWEEN THE PIPE AND THE UNDISTURBED SOIL. 8. AU. FITTINGS REQUIRING A CONCRETE BLOCK SHALL FIRST BE COVERED WITH 4 MIL VISOUEEEN PLASTIC SHEETS BEFORE CONCRETE IS POURED. 9. AT NO TIME SHALL CONCRETE BE ALLOWED TO COVER JOINTS, BOLT HEADS OR NUTS. NOT TO SCNJE WARD POST. SIE NOTE. el W.,•KIIIIKWAV: •\ I - 4'UII-J I 18' 2' , I�Il1 -vi I A • GUARD POST VOL AREA OF LEVEL GROUND 9AIFACE O FIRE HYDRANT GUARD POST NOT TO SCALE TEE W/ PLUG FIRE HYDRANT PER OTT STANDARD CONCRETE BLOCKING 111/4' BEND • NOTES GUARD POST SNAIL BE DINER SOIL PPE (MIL 4' DLL) CONCRETE FILED OR CONLFEIE POSTS OAK 8' PA} POSTS SHALL BE 3 FEET FROM THE (ENTER OF THE HYDRANT AID SHALL NOT BE VI DIRECT LINE 11Th ANT DISCHARGE PORTS POSTS SHALL BE 6 FEET LONG 3 -31/2 FEET SHALL BE BURIED. PANTED FMSI SIIML BE HE SALE AS FOR HYDRANTS. 1111119,11111 PLUG I TEE W/0 PLUG BLIND FLANGE OR SMALLER SIZE PIPE THRUST BLOCK - TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL 1 2' PROVIDE BLOCK CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING - STREETS WATER - SEWER - PARKS - BUILDING- 2 -3/4' ASPHALT COATED STEEL SHACKLE 8' DIA. DUCTILE RODS. UNDISTURBED IRON PIPE CL 53 SOIL FLANGE JOINT CONC. BLOCKING DIM. VX1'X3' doolgnod drawn ebeckm Pro) en9 Pro) Wr field Nk no 1-FINISHED GROUND MATCH MAIN DEPTH by dote OMB MCC JO JO 5' STORTZ 18' 1/2 YD. PEA GRAVEL OR WASHED ROCK ( 3/8' 10 3') 4 a CONCRETE BLOCKING NOT TO SCALE NOTES FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF 059 YELLOW GLOSS. HYDRANTS SHAD. BE MUELLER CLOW MEDALLION /F -2545. HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIFlCA SHALL BE COMPRESSION TYPE AND SHALL HAVE A FIANCE WITH BREAKING THIMBLE AT THE GROUND SHALL HAVE A SELF -OILING DRY BONNET WITH FA APPROXIMATELY 8 OUNCES OF OIL. OIL SO DESIGNED AS TO GIVE A COMPLETE LUBRICAT THE HYDRANT IS OPERATED. INC UPPER STEM SH MIN. 3' do MAX. 10' MECHANICAL JOINT Ow isa Mma }[ b� TACOMA •SCATTlC ✓ UMWM rer -.rw ...M rw iw alf.u. m.r MM NO CONCRETE BLOCKING BASED ON 250 PRESSURE AND 3000 PSI CONCRETE. 2000 PSF MIN. SOIL BEARING CAPA IF FIELD CONDITIONS WARRANT, THE SHALL BE ADJUSTED IN THE FIELD. I ai27/cs I SEE VALVE BOX DETAIL. RUSTOLEUM' /A -423. TONS C 502 -54; TWO PIECE BREAKING UNE OR Slat ACTORY FILLED RESERVOIR RESERVOIR SHALL BE ON OF STEMS EACH TIME AU. HAVE A BRASS SLEEVE. 6' RESILIENT WEDGE GATE VALVE CAST IRON TEE (CEMEN LINED) -NJ X MJ X FL. NOSTURBED SEE BLOCKING DETAIL NOTES: A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 1/2' N.S.T. HOSE PORTS AND ONE 5' STORTZ PUMPER DISCHARGE PORT. AND SHALL HAVE A 1 1/4' PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6' M.J. BOTTOM CONNECTION AND 5 1/4' MAIN VALVE OPENING. AND SHALL HAVE 18' ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. B. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREIAENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE. 3 O FIRE HYDRANT ASSEMBLY & SETTING NOT TO SCALE . . GALVANIZED (OR ASPHALT COATED STEE1).THREADED ROOS AND PIPE CLAMPS SEE � I NOTE /2 ' `•(! �,: •'•� S' UNDISTURBED �. EARTH VERTICAL BLOCKING FOR 11 1/4' , 22 1/2' , 45' , AND 90' BENDS PSI AND T TY. BLOCKING MUELLER SERIES 110 ADAPTER 1 1/2' OR 2' HIGH MOLECULAR POLYETHYLENE (LENGTH TO FIT FIELD CONDITIONS) 1 1/2' OR 2' z 90' BRASS SWING JOINT AND ADAPTERS BRASS NIPPLE CONCRETE METER BOX FOG -11TE /2 CONCRETE THRUST BLOCK CAST IN PLACE UNDISTURBED GROUND TWO PIECE CAST IRON VALVE BOX WITH STANDARD 24' BASE AND 18' TOP WITH 2' OVERLAP EQUAL TO RICH VALVE BOX OR EQUAL UDS TO HAVE TABS SEE VALVE BOX DETAIL WATER MAIN ELEVATOR VIEW CONCRETE VALVE MARKER POST LOCATED ADJACENT TO METER BOX PAINTED TWO COATS OF NON - CORROSIVE PROTECTIVE PAINT, PER A.W.W.A. STANDARDS. (FIELD LOCATE). 2' PIPES THREADED LENGTH TO SUIT 36' MIN. NOTE: 3 - 2 STREET ELBOW AU. PIPE SHALL BE BRASS BEYOND GATE VALVE 2' BLOW -OFF ASSEMBLY NOT TO SCALE 2' X 2 1/2' BRASS ADAPTER. SCREWED X STANDARD HOSE THREADS 2 1/2' CAP W/ CASKET NOT VENTED 2' COUPLING 2' 90' 0.80W NO DRAIN HOLE NOTES: 1. MUELLER SERIES 110 COUPLINGS 2. ANY METERS DAMAGED OR CLOGGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CITY & BACKCHARGED TO THE CONTRACTOR 3. USE METER SETTER WITH 1' BY PASS LOCKING ANGLE STOP & CHECK VALVE 4. RELOCATE EXISTING METER TO PROPERTY UNE WHERE NOTED ON PLANS, INSTALL NEW METER BOX FOG -TITE No.2 WITH H2O LOADING LID 2' WATER SERVICE CONNECTION NOT TO SCALE 2' PIPE, THREADED LENGTH TO FIT INSTALL NEW METER BOX (ONLY WHERE NOTED ON PLANS) 'LOCATOR TAPE' TE•OR TAPPING SADDLE MAY BE USED TO CONNECT TO MAIN (TEE SHOWN) • 2' CORPORATION STOP AND DOUBLE STRAP SADDLE Y FL X 2' THRD COMPANION FL (2' SERVICE ONLY) 2 X 6' BRASS NIPPLE (2' SERVICE ONLY) 2' INCH MOLECULAR POLYETHYLENE (SXT) FIPT ADAPTER (2' SERVICE ONLY) 1 1/2' OR 2' HIGH MOLECULAR POLYETHYLENE (LENGTH TO FIT FIELD CONDITIONS) PROVIDE LOCATING LOCATING TAPE OVER FULL LENGTH OF SERVES UNE PIPE DEPTH A HESOR S I 8' 10' 12' 114' 14 16' 118 1 1 27 120' 22' 1 24 26' 28' BOTTOM OF TRENCH PAYMENT NON B 3'- 0' 1RANSTION FOR PINCH PASSADIT NDTH C 15 1.5 1.75' 2.25' 275 3.25' 3.75' 4.25' 4.75' 5.25 5.75' 6.25' TOP OF TRENCH PAWENT WDTH 0 41' 5.5' 6.5' 7.5' 85' 15' 105 11.5' 12.5' 13.5' 14.5' 15.5' MAX. SURFACE RESTORATION PRIEST UNITS E 6.5' 7.5' 6.5' 9.5' 105 11.5' 125' 13.5' 14.5' 15.5' 16.5' 17.5' LEDONG DEPTH LHELOW PIPE f e SPECIAL PRECAUIKN DEPTH C 12' PPE DEPTH A u 1 1Y 11Nr I I le 1 1 2' 14 16' i 1 1 27 120' 22' 24' i 28' BOTTOM OF TA040H PANDIT 910114 B 2'- r TRANS ION FOR TR0104 PATIENT MOTH C 15 1.5' 1.75' 225' 2.75' 3.25' 3.75' 4.25 4.75' 5.25' 5.75' 6.25' TOP OF TRENCH PAYMENT NTH 0 4' 5' 6' 7' 6' 9' 10' 11' 12' 13' 14' 15' SAX 9RfACE RESTORATION PATIENT RIVES E ( 7' K 9' 10' 11' 12' 15 14' 15' 16' 17' BEDDING DEPTH BELOW PIPE F 4' SPECIAL PRECAUTION DEPTH 6 Ir PIPEDFPTN A tss OR I r I I le 1 12. 14' I I 18' 120' 22' 124' I 26' 9Y BOTTOM OF TRENCH PATIENT 11.0151 8 3'- 9' TRAN9DON FIR 1REN04 PATIENT MOTH C 1.5' 1.5' 1.75 2.25' 2.75' 125' 175' 425 4.75' 5.25' 575 6.25' TOP CF TRENCH PATIENT WON D 6.7e .75' 7.25 8.25' 925 025 11.25' 12.25' 1325 14.25 1525 16.25 MAX SURFACE RESTORATION PATIENT LIDiS . WI MI [ `I I MOO DEPTH BELOW PPE F 6' 9'EOAL PREUU)1O4 DEPTH BARAHT USF PROTO S 1. ME SNAIL BE AM ACCEPTABLE MASL87GTON STATE APPROVED BAd01081 BEAU. A MDR/NT METER SHALL BE OBTAIED'RCN THE QTY. (Nor 91m) 2. F APPROVED BY THE 0TY. TWIG & (IODIC CF 511DRANT VALVE SHALL. BE NTH AN ACCEPTABLE WENCH TO RECEIVE THE 5-SEED NUT. 3. THERE STALL BE AN AUMUARY VALVE ATTACHED TO THE 2 1/2' HOSE PORT Of THE MIGRANT. 4. THE WORM VALVE SHALL BE SLILY OPENED NO THE WATER USE CONTROU'D EXCLUSIVELY BY RE AUXILIARY VALVE. 5. THE NWSIARY VALVE SHALL BE OPERATED N A 9.081 MANNER 10 PR 5040 UNDUE SOCK PRESSURE ON 11E WATER SYSTEM. O HYDRANT USE NOT TO SCALE NOTES PRECAST REIWORCED CONCRETE POST O VALVE MARKER POST NOT TO SCALE 4', MARIOD NTH THE LETTER 'Y INSET "V" TO BE PANTED MACK 1. WENT AN 16 -INCH SEPARATION CANNOT BE ACHEVED BETTED THE NEW SEVER MAN OR FORCE MAN. AND THE EOSIN0 WATER IRE CROSS/46 A 12' QA OUC1IE RCN EN ASSENT PIPE MULL BE PISTAUEO AS A SLEEVE FOR 1140 SLYER PIPE. 2. CENTER SEWER MAN PPE UNDER WATER LIE CROSSING 10 MAXM2E JOLT SEPARATION FREE PPE CR059N0. 3. THE VOIDS CF 710 EICASOENT PIPE SHALL BE PLUGGED NTH A TIENT ADMCREIE PLUG TO PREVENT LEAKING Of NATURALS INTO ENCASEMENT PIPE. O 2 WATER LINE CROSSING DETAIL NOT TO SCALE 6x1 ..1'. 7:U... 7 TO BE FIND LOCATED 'X' DISTANCE PAINTED CH BAG(() POST MARINER POST TO MAN LLCM- 1. PRECAST RENFOKCED POST SHALL BE PANTED RUST:FUN 1659 YELLOW GLOSS. 2. 11E DISTANCE FROM THE MARKER POST TO THE WATER MAN SHALL 1E PANTED (STENCILED) ON THE BACKSIDE OF THE MARKER POST N BLACK NTH A 2' 1494 NUMBER. 3. VALVE MASKER POST SHALL BE morn *et so THE WATER VALVE IS LOCATED N AN UNPAVED AREA 4. 11E POST SHALL ALSO BE REWIRED AT BLOW -OF NSTALLATIOWS IN TIE SAME COMMA AS WATER VALVES. WATER MAN / WATER NA14 PIPE (LOCATION VARES) CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEINER-PARKS-BUILDING- STOLE STRAP SADDLE �RECONNECT EXISTING 3/4' OR 1' WATER SEVICE NOT TOSCALE rir ' (1051910 CR NEW VALVE S () VALVE BOX ADJUSTMENT NOT TO SCALE ~ -11 - i-4... : 4-1 . 1 ,-- ; i pp H- n11 1-�4 11- A t;� , 4, 1 -1 u .4. B 11 �t =11 s Hr r� � . a l 1 „..._ ■ ..1 CRAWL BBDDNO CAST PON VALVE BOX AND LD SLOPE www alewssli ' a;n: I CORPORATION STOP PEE SAANE FORCE MAN 12' CONCRETE 1E11R BOX IX. MAT GRADE • O AIR RELEASE VALVE ASSEMBLY NOT TO SCALE checked Pro) .ng Pro) field bk no ME OEP11 RECt1I6 0415 FOR MN. COYER ON THE WATER MAX TARED DEPTHS MAY REQUIRED BE REQD DOE To COSUCTS NTH EX25INO OiU IES AND/OR LATERAL AND VERTICAL GRADE PFOIIRUENTS t FNSID GRADE DAT04 • APPLICABLE CORPORAT1O1 STOP COPPER - MILLER No. H -15028 S MATER SERVICE IS 3/4' U6E55 NOTED AS I' by DNB ICC .IC dot. GALVANIZED SCREENED OUTLET AND PPE - SOLE SCE AS NET PPE 0017101E COVEN ALLISON LA lsowNwN PROPERTY USE AIR & VACUUM RELEASE VALVE GATE VALVE M/ OPERATING NUT TYPE 'K' COPPER PIPE d41111%.• -.-. -- e • IDOLS TACOMA SEATTL! m A1i.-tY■1TB-M� MaAammaolmaaAMAAAMAMM oss. - OW 10 PRONOE METER BOX(S) wet 5ERNCE IS TO BE RELOCATED. MI EC 0 EOSINS SERMON NTH CITY APPROVED COPLER CR ADAPTER TIDE K COOPER PPE (PER S'ECFICADO IS) N41E: 1. ALL COSMO CONCRETE VALVE BOXES SHALL BE R'PIACOD M1H CAST IRON was Ate AD.US1ED TO GRADE. 2. ALL EASING CAST RCN VALVE BOWS SOUL BE #02115IED TO CRAM NTH CAST ROE COPOENIS 1 AUGMENT OF THE VALVE BOX SHALL BE THE CONTRACTORS RESPONSTEAUTY AND CAPE SWILL BE TWIN 10 ENSURE THAT THE VALVE MAY BE OPERATED. 1 DAM 8/27/05 I 6' FCR RELOCATED SEANCE NEW METER OR REUSED E»10NG NETER SHALL BE SUPPLED BY THE CITY AM) NSTAUD BY 1FE CONTRACTOR WIER SERER PROVIDED FOR RAISED G CR tl1Y /r CONTRA 1FIMD 1 VERIFY SIZE/LOCATION 3 tHOIIS: 1. RPM TO VALVE AND VALVE 92E AS NOTED CR FLAIL 2. LOCATE AT 1611 PENT OF MAN. 3. TAP TOP OF MAIN. DISHED GRADE OR SIBCRADE 860011 MATERAL C04SSiNG OF SUITABLE EXCAVATED MAIUBAL SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL BACK LL MATERIAL 0019518/6 O WARE EXCAVATED MATERIAL 1000 PIPE S/8' MUSED BASAL FEN PPE BEDDNC FTXID�R RATE & . AS b' SPRING UNE emu EFV. ® TRENCH SECTION•RIGID PIPE NOT TO SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS NOTES, DETAILS & SECTIONS VARES 18' R 24' DIAMETER PIPE 4. 6' & 8' COME1FR PIPE 10' & 12' CUWEIER PPE no dote revisions N41E: 1. THE TRENCH SECTION FOR THE PATIENT MOS CRAWL AND BANK RUN 2. TIE COSTS ff 11.809S8i MONO MATERIAL SHALL UNIT PRICE BD FOR PIPE 3. N THE EVENT THAT A MOTH FAILS OIITSDE DOI OILY THAT NON COSTING PAVEMENT SWILL PAVOIOR REPAR. 4.NiHE EVENT MAT A TOTH IS N A GRAVEL POOCH SHALL BE PAD.) TOP COURSE. WN ON TIE PLANS FOR FOUHDA1ION GRAVEL. ANLI RACING 1H BE TELLICO UPRACE. NR PER110N OF THIS PAY THE COSTING PAVOO COVERED BY THE BE PAID AS ASR PORTION Of TILE PAY SHOULDER THEN DU AS CRUSHED SURD 5. *ERE A PAVEMENT REPAIR IS HEQUl6D, TI TRENCH SECTION PARENT EMT ONE NIL B BMW AT 11E TOP BY BOTTOM OF NEW I BALLAST (SUBCRA0 5.03 ■ Me no 201142 scale AS SHE dote 03/08/4