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Permit PL14-0016 - CITY OF TUKWILA / PUBLIC WORKS - INTERURBAN ROAD IMPROVEMENTS / SHORELINE
INTERURBAN ROAD IMPROVEMENTS INTERURBAN AVE S FROM FORT DENT WAY TOS 143RD ST P L 14-0016 L14-0022 SHORELINE SUBSTANTIAL DEVELOPMENT LANDSCAPING DECLARATION SS WtAetv' , declare as follows: 'RECEIVED FEB 03 2011 Community Development I . I am the a) owner or authorized agent of the owner of the property, or (circle one) b) landscape architect who prepared the approved landscape plan, or landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at F04 Pc,(1/41c— , Tukwila, Washington. The permits obtained for this project include: Building Permit D Land Altering Permit MI Design Review Permit L Other Permit S (um We SvLSki/I+ia i Pe4ielop L e,tA+ Pe4 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. a) Minimum number of trees, shrubs and ground cover; b) Location of required plantings or planting areas; c) Substitution of species required by permit conditions to mitigate environmental impacts; d) Compliance with the Tree Ordinance for sensitive areas. NOTE: If any of these items have been changed do not sign this Declaration until a revised landscape plan has been approved by the Tukwila Department of Community Development. I declare under penalty of perjury under the laws of the State of Washington that the preceding is true and correct. Dated 7 at lo.dre At 1 Signature , Washington. LANDSCAPING CHECKLIST Checklist to accompany Landscaping Declaration: Size of installed plants is per approved plan. Spacing of installed plants is per approved plan. Approximate location of trees, shrubs and ground cover is per the approved plan. Note: if the size of the nursery pots of ground cover are increased and therefore fewer pots have been installed attach a description showing how the proposed changes meet Landscape Code standards. Substitutions The following species have been substituted after approval by the Department of Community Development. Number of Plants Approved Species Installed Species Size Number of Plants Tree Species Western Red Douglas Fir Pacific Willow Sitka Willow - Cedar (Thuja (Pseudotsuga (Salix lucida) (Salix sitchensis) plicata) menziesii) Number of trees required 10 10 5 5 - Number of trees installed 20 20 10 10 - Number of existing trees to be preserved 0 0 0 0 Number of existing trees left N/A N/A N/A N/A - Shrub Species - - - - - Number of shrubs required - - - - - Number of shrubs installed - - - - - Groundcover Species - - - - - Number of ground cover plants required - - R Number of ground cover0n plants installed m 1 m` 3 CRS C m J��1LA w,q City of Tukwila 190a Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE SUBSTANTIAL DEVELOPMENT File Number: L14-0022 Applied: April 10, 2014 Approved: June 23, 2014 Expiration: June 23, 2016 A permit is hereby granted to: City of Tukwila, Public Works Department to: Repair and improve approximately 4,100 linear feet (0.78 mile) of Interurban Avenue from Fort Dent Way to South 143rd Street. Approximately 1,200 feet (0.23 mile) of the project is within the 200 foot shoreline jurisdiction of the Green River. The project involves installation of sidewalks, curb, gutter, a new water main, storm drains, stormwater facilities, removal of an existing gabion wall and construction of a new soldier pile wall in the same location; resurfacing the road, channelization, street lighting and landscaping. Upon the following property: Address: Interurban Avenue Public Right of Way from Fort Dent Way to South 1431"d Street. Parcel #: N/A Section/Township/Range: NE and SE Quarters of 23/23/04 Development under this permit shall comply with the following conditions: 1. In the planting area just north of Ft. Dent Way, substitute 10 Western Red Cedars, five in each planting area on either side of the driveway for either Red Osier Dogwood or snowberry. • 2. Prior to starting construction, an ISA certified arborist shall examine, and trim if necessary any tree branches in the area where the soldier pile wall is to be placed to avoid damage by construction equipment. 3. A clean source of fill must be used for any fill placed in the shoreline jurisdiction. 4. Prior to final inspection of planted restoration trees and shrubs, submit a maintenance and monitoring plan including performance standards. 5. As soon as possible, provide a detailed construction schedule to the Muckleshoot Indian Tribe to ensure that any night time work does not interfere with tribal fishing in the area. 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 statues, ordinances or CL: Page 1 of 2 H:\\L14-0022 Interurban Ave. Improvements\Shoreline Substantial Development Permit 06/23/2014 10:53 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Interurban Avenue Road Improvem ...r L14-0022 Shoreline Substantial Development Permit 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 RECEIPT WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173-14-090, 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 Hearings Board. Appeals must be filed with the Shoreline Hearings Board within 21 -days from the filing of this permit with D.O.E as defined in RCW 90.58.140. For more detailed information on appeals, refer to RCW 90.58 and WAC 461.08. 6-0/ -1' Date 0 -Jack Pace, Director of Depment of Community Development Construction must begin within 2 years from the effective date of the permit and be substantially completed within 5 years of the effective date of the permit. The effective date of a substantial development permit shall be the date of receipt as provided in RCW 90.58.140(6). CL: H:\\E13-015 Duwamish Gardens\NOD Page 2 of 2 06/23/2014 10:53 AM 0 #� N 6 O 28 U 0 ras�a�r,g a O) 0) Of � p, a� j O QN C y N = n a O 2:5 N - LL O V • s. iI s 9 t, iad 01 OMOZ1.06 1Nd 95.bt,L ELOC/bL/LL 0 NC'i 2 e e 2 9 3 S A n« r S__ ao 3e ^^P OOS- `)NUINOM -1 LONSO\Oul�iuM\sbwmei0\N`.)ts3O\ueginid4UI-9t ow IIMN111\S1S1101a City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM June 19, 2014 TO: Jack Pace, Director FM: Carol Lumb, Seni r P anner RE: Shoreline Substantial Development Permit: L14-0022, Interurban Avenue Road improvements 1. PROJECT DESCRIPTION: The proposed project is to repair and improve approximately 4,100 linear feet (0.78 mile) of Interurban Avenue from Fort Dent Way to South 143rd Street. Approximately 1,200 feet (0.23 mile) of the project is within the 200 foot shoreline jurisdiction of the Green River. The project involves installation of sidewalks, curb, gutter, a new water main, storm drains, stormwater facilities, removal of an existing gabion wall and construction of a new soldier pile wall in the same location; resurfacing the road, channelization, street lighting and landscaping. The following photos illustrate the location of the proposed work: Portion of Project in Shoreline Jurisdiction CPL Page 1 of 16 H:\\L14-0022 Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. 06/23/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 L14 -0022 -Interurban Ave. Road II, r-ovements Shoreline Substantial Development June 19, 2014 Project Site In Shoreline Jurisdictio (See Attachment A for Enlarged Aerial Photo) The Biological Assessment prepared for the project describes the work in more detail: "Improvements to Interurban Avenue will involve road reconstruction and channelization as well as the construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, pedestrian facilities, stormwater facilities, and relocation of utilities. The road will be rechannelized to include a landscaped median but will continue to have two II foot travel lanes in each direction. The existing gabion wall will be removed prior to construction of the soldier pile wall. The proposed 480 foot long wall will be constructed mostly within the footprint of the existing wall, and will extend further northward. Piles will be approximately 20 — 44 feet long, set in pre -bored holes. Unburied portions of the wall will be filled towards the road to match the road and proposed sidewalk grades. "The existing gabion wall will be excavated and removed in segments from the existing roadway. All debris from this process will be contained and disposed of offsite in an approved facility. In order to prevent sediment and debris from entering the Green River, silt fencing will be installed between the river and the construction limits and maintained through construction. Six-foot wide flat work platforms will be excavated on the hillside, behind the silt fence. "The new soldier pile wall will be constructed within the footprint of the removed gabion wall or adjacent to it, as slope contours allow. It will consist of 62 steel soldier piles ranging in size from 14 - inches to 24 -inches in diameter. Piles will be placed within pre -bored holes 5 — 8 feet from the edge of existing pavement. The holes will be drilled to a depth of less than 44 feet to accommodate varying pile lengths of 20 — 44 feet. Once piles are placed, they will be sealed in place with concrete. The wall will be completed with timber lagging and fascia. "Fill will be placed to match any exposed wall with the road grade. Sidewalks 5 to 10 feet wide with curb and barriers will then be constructed along the new wall. One drainage outfall exists within the proposed wall area and will be reinstalled in the same location. The outfall pipe will extend one foot outside of the wall. A gabion basket will be buried within the slope at the discharge location to protect the slope from scour. Overhead utilities will be relocated either underground or to other areas that do not impact vehicle or pedestrian traffic. CPL Page 2 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road Iit vements Shoreline Substantial Development June 19, 2014 "All work will occur at least 12 feet landward of the OHWM. Work along the riparian buffer will occur within the recommended summer work window (June — mid-October) to avoid/minimize rain and erosion/sedimentation impacts to the river below. "The proposed project will require the clearing of approximately 0.126 acres of riparian vegetation adjacent to the proposed wall. The majority of vegetation to be permanently removed consists of Himalayan blackberries, ferns, and roadside grasses which do not provide suitable habitat. Five 8 — 14 -inch deciduous trees (maple and alder) will be removed to the southeast of the wall for driveway reconstruction, all at least 80 landward of the OHWM. All existing trees will remain between the driveway and the river, shading of the river and LWD recruitment will not be affected. No trees will be removed for wall installation though canopies will be trimmed back. "Once construction is complete, all unimproved disturbed areas in the vicinity of the new wall will be seeded and planted with native vegetation. Plantings will consist of woody species such as cascara, beaked hazelnut, red -osier dogwood, salmonberry, snowberry, and tall Oregon grape which will be planted behind new wall on 3 -foot centers. Conifers such as western red cedar and western hemlock will be planted further down on the slope, approximately 10 feet from the wall at a 4:1 replacement ratio for the removed trees. New plantings will be monitored for an 80% survival rate for 3 years. Other disturbed areas throughout the rest of the project area will be seeded and mulched. "The entire project area consists of 6.56 acres of existing impervious surfaces. The project will generate approximately 0.58 acres of net new impervious surfaces, 0.49 of which will be pollutant generating. Six Filterra stormwater treatment facilities will be installed between the northern end of the new soldier pile wall and 149th Street. These facilities will treat the new pollutant generating impervious surfaces in accordance with the 2009 King County Surface Water Design Manual. "Construction for the project is anticipated to start in June 2013, is expected to take between 220 and 250 days, and be completed by June 2014. "Equipment required for construction include: a crane, excavator, asphalt pavers and rollers, auger drill, dump trucks, concrete pumps, concrete trucks, power tools, and hand tools... "The project action does not include an area of aquatic impacts. All work will occur at least twelve (12) feet above the OHWM and outside the 100 -year floodplain. Erosion and sediment controls such as silt fencing and creating flat work platforms behind the silt fence will prevent sediments and debris from falling into the river." (Source: Biological Assessment -No Effect Determination, March 26, 2013 prepared by Widener & Associates for the applicant) Since the preparation of the BA in 2013, the landscape plans have been modified to provide native plantings at the south end of the project near Ft. Dent Way and then plantings on the east/right bank of the river opposite the project site. The applicant determined there is inadequate space on the slope for native trees and the steepness of the slope would reduce survival of plantings. (6-4-14 e-mail communication with R. Widener, Widener & Associates). CPL Page 3 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road In,,_ .Jvements Shoreline Substantial Development June 19, 2014 2. TUKWILA SHORELINE MASTER PROGRAM - BACKGROUND The City of Tukwila adopted a new Shoreline Master Program (SMP) on August 15, 2011 which was approved by the Washington State Department of Ecology on October 14, 2011 and became effective October 28, 2011. This project is subject to the new Shoreline Master Program. A. Shoreline Environment Designation The shoreline environment designation for the site is Urban Conservancy; the purpose of the Urban Conservancy Environment is to protect ecological functions where they exist in urban and developed settings, and restore ecological functions where they have been previously degraded, while allowing a variety of compatible uses. The shoreline buffer in the Urban Conservancy environment is 100 feet when the river bank is not fortified with a levee. Portions of the road improvements, including the replacement of the gabion wall with the soldier pile wall, fall within the shoreline buffer. The portions of the remaining construction area lie outside the buffer but within the 200 foot shoreline jurisdiction. Existing essential streets, roads and rights-of-way are permitted to be maintained and improved within the buffer (TMC 18.44.050 B. n.) B. How Shoreline Buffer Widths Were Determined The determination of the buffer distances for each shoreline environment in Tukwila was based on several factors including the analysis of buffer functions needed for protecting and restoring shoreline ecological function (as presented in the Shoreline Inventory and Characterization Report) and the need to allow space for bank stability and for protecting human life and structures from damage from high flows, erosion and bank failures. The safety of residents and people who work in buildings along the shoreline has become even more important in recent years due to the increase in stormwater entering the river from increased impervious surfaces throughout the watershed and the 2009-2012 problems with the Howard Hanson Dam which precluded being able to store as much flood water behind the dam in the winter until the dam was repaired. The lack of storage capability behind the dam increased the frequency and intensity of flows during high rain events during the time that repairs were underway. These higher and more frequent flows put more stress on over -steepened banks all along the river, increasing the possibility of bank erosion, levee failures, and bank failures. Ensuring that new structures are not built too close to the river's edge is crucial to avoid loss of human life and property. A buffer width of 100 feet is established for the Urban Conservancy Environment for all nonresidential areas without levees. This buffer width is consistent with that established by the City's Sensitive Areas Ordinance for Type 2 streams that support salmonid use, which is based on Best Available Science. In addition, as noted above, looking at the slope geometry and the difference in height between the ordinary high water mark and the 100 -year flood elevation for these areas, it was found that a 100 -foot setback distance is required to accommodate the slopes needed for bank stability. CPL Page 4 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. f 1 L14 -0022 -Interurban Ave. Road Irt,„,ovements Shoreline Substantial Development June 19, 2014 f The buffer width of 100 feet allows enough room to reconfigure the river bank to achieve a slope of 2.5:1, the "angle of repose" or the maximum angle of a stable slope and allow for some restoration and improvement of shoreline function through the installation of native plants and other habitat features. The actual amount of area needed to achieve a 2.5:1 slope may be less than 100 feet, depending on the character of the river bank and can only be determined on a site -by- site basis. For this project, laying back the river bank is not feasible in the location where the gabion wall will be replaced. The gabion wall will be replaced with a sheet pile wall in order to create enough space for the placement of curb, gutter and sidewalk. See the photo below of this portion of the project site. North -bound on Interurban Ave. — narrow shoulder on top of gabion wall at right in photo The final buffer widths adopted by the City and approved by Ecology for each shoreline environment attempted to balance shoreline ecological function needs, human life and property protection needs (including future levee repair/reconstruction), existing land use patterns, and state and federal agency policies. C. Shoreline Goals and Policies: The following section discusses the Shoreline Master Program goals and policies that apply to this project and are excerpted from Chapter 6 of the City's SMP. 6.7 Transportation within the Shoreline Jurisdiction Goal: Safe corridors and amenities for pedestrians, cyclists and users of public transportation, allowing more citizens to access and enjoy the river. • Policy 5.7.1: Design and locate transportation uses within the shoreline jurisdiction to be compatible with shoreline vegetation or other habitat features, turn -outs or parking areas for public access, biofiltration swales to protect water quality, public art or interpretive signs. • Policy 5.7.3: Minimize transportation impacts to the natural environment (such as air, noise, odor or water pollution) and enhance the natural environment wherever possible through planting trees and other habitat features. CPL Page 5 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road Ir, _ .tvements Shoreline Substantial Development June 19, 2014 Response: The east side of Interurban Ave. South adjacent to the shoreline, north of the Metro bus stop, has no sidewalk currently. Pedestrians walk on a narrow dirt path on the river side of the guardrail as the shoulder area here is not wide enough to safely accommodate pedestrians. The project will construct sidewalk for pedestrians to provide a safer walking environment. The current pedestrian environment is illustrated below: Pedestrian pathway -river side of guard rail 6.9 Natural Environment and Habitat Use Goal: Restored, enhanced and protected natural environment resources along the river, including trees, wildlife habitat and features with value for long-term public, scientific and educational uses. • Policy 5.9.1: Ensure that shoreline development results in no net loss of shoreline ecological function, minimizes impacts on wildlife and that significant vegetation, sandbars, wetlands, watercourses, and other critical areas identified as important for habitat are maintained through the proper location, design, construction, and management of all shoreline uses and activities. Staff Response: The applicant has prepared a no net loss analysis (NNL), which is included as part of Attachment B to this staff report. The NNL addresses the mitigation sequencing criteria in the SMP. The applicant's response to mitigation sequencing is provided below: a. Avoid the impact altogether by not taking a certain action or parts of an action: Applicant Response: The minor impact to the shoreline is necessary in order to install the replacement wall and install sidewalks to complete the pedestrian network. b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts. CPL Page 6 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road Iti, ,ovements Shoreline Substantial Development June 19, 2014 Applicant Response: Impacts have been minimized in terms of the amount of clearing necessary. In previous stages of design, it was originally proposed to remove up to eight deciduous trees within the riparian zone. This was reduced to three trees. In addition, appropriate preservation methods will be utilized to prevent unnecessary impacts to shoreline vegetation. This includes using high visibility fencing to delineate the clearing limits. Trees to be preserved within clearing limits will be marked with high visibility barriers in the field, as identified in the plans. The project will also provide improvements to water quality by introducing new stormwater treatment facilities. Stormwater is currently discharged to the Green River without receiving treatment. Six Filterra units with trees will be installed along a portion of the project corridor north of the soldier pile wall. All stormwater will be directed to existing outfalls after it is treated. c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment: Applicant Response: All disturbed areas within the riparian zone will be planted with native woody vegetation such as cascara, beaked hazelnut, red -osier dogwood, snowberry, tall Oregon grape, and salmonberry. The restoration plan is on pdf pages 30-33 or plan sheets 85, 86, and 91 of the attached plan set. The required clearing will also reduce the amount of invasives species within the area. d. Reducing or eliminating the impact over time by preservation and maintenance operations; Applicant Response: Not applicable. The project is not anticipated to have on-going impacts to the shoreline. Impacts will be temporary and will be restored upon project completion. e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and Applicant Response: Removed trees will be replaced as agreed upon by the City. Replaced trees will be planted within an approved off-site location, on the opposite side of the river from the project. See attached diagram of planting site (Attachment C). A total of 30 trees are required for the removal of the three riparian trees and twelve street trees. An additional 21 trees will be planted to ensure survival success for a total of 51 trees. Replaced trees will be 1/3 western red cedar, 1/3 Douglas fir, and 1/3 willow stakes. Compensation for temporarily disturbed vegetation will be include restoration of areas adjacent to the wall and reconstructed driveway at the south end of the project. f Monitoring the impact and the compensation projects and taking appropriate corrective measures. Applicant Response: The City will monitor the plantings for the first 5 years. Success standards for the mitigation site will include a 100% survival rate after the first year and an 80% survival rate after 5 years. If monitoring should suggest plantings are not meeting standards, contingency measures will be implemented such as replanting and/or weed control. • Policy 5.9.2: Ensure that shoreline development and activities protect riverbank vegetation and, where feasible, restore degraded riverbanks in accordance with the vegetation management provisions of the Shoreline Master Program, in order to minimize and compensate for impacts to fish and wildlife habitat. CPL Page 7 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road Ir. ovements Shoreline Substantial Development June 19, 2014 Response: Interurban Avenue follows the outside curve of the Green River in the location of the road maintenance work and sidewalk installation. The area between the end of the pavement and the top of the riverbank is approximately ten feet; the slope of the riverbank is extremely steep in this section of the road. The majority of vegetation removed to install the soldier pile wall will be Himalayan blackberry, ferns and roadside grasses. Three trees will be removed at the southern end of the project which are not adjacent to the river but approximately 60 feet upslope and twelve street trees that front on Interurban Avenue South, outside the buffer but within the shoreline jurisdiction. In lieu of planting on the west/left bank of the Green River, the applicant is proposing to plant on the east bank in an area which is lacking native trees and shade on the river. Trees currently exist on the west/left bank, which provide shade to that side of the river. See below for the proposed location of the trees to be planted on the right/east bank of the river across from the project site. The photo below illustrates the character of the vegetation on the west/left bank of the river — there are currently deciduous trees on the steep western bank that provide shade to the river. As the trees are located on a steep slope, the root system that anchors the trees probably extends uphill and may be impacted by the insertion of the soldier pile wall. Any trees that might die from damage by the wall would probably fall into the river and serve as large woody debris recruitment. The applicant is overplanting replacement trees on the east side of the river, which will compensate for any trees damaged by the construction of the soldier pile wall. West Bank of Green River Bank in Vicinity of Road Construction There are trees with branches along Interurban Avenue where the soldier pile wall will be installed. Some of these branches may be damaged when the construction equipment is brought in and should be assessed and trimmed if necessary by an ISA certified arborist prior to beginning construction. CPL Page 8 of 16 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. 06/23/2014 f 1, L14 -0022 -Interurban Ave. Road I1% Aivements Shoreline Substantial Development June 19, 2014 f Twelve street trees that are within the shoreline but outside the buffer area (see photo below) will be removed in order to construct the pedestrian improvements. Street Trees to be Removed in Shoreline Jurisdiction To mitigate for the removal of these trees, the applicant has proposed planting on the opposite side of the river in an area with few trees as illustrated below: • Proposed Plantings Trees composed of a nxx0ure 04 western red cedar, Douglas o, and w04ows. Proposed Mitigation Planting Area Interurban Avenue Improvements Areas Proposed for Planting-Right/East Bank of Green River (See Attachment C for full size aerial) CPL Page 9 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road Ir,. .ivements Shoreline Substantial Development June 19, 2014 Just north of Fort Dent Way at the south end of the project site, three trees in the shoreline buffer but not immediately next to the river bank, will be removed — these trees will be mitigated in the area where they are being removed by planting a mix of native shrubs and small trees including cascara, Beaked Hazelnut, Red Osier dogwood, snow berry and Oregon grape. As the proposed vegetation is smaller growing native plants, the planting palate should substitute Western Red Cedar for some of the snowberry or Red Osier dogwood. The Muckleshoot Indian Tribe, in comments provided on May 15, 2014, has suggested planting trees on the west side of the river to the extent possible, then planting the remaining trees in the east side of the river. The applicant response to this request is found under the comment section. 3. SHORELINE REGULATIONS: TMC 18.44.130 B. 3. Shoreline Administration states that a substantial development permit shall be granted only when the development proposed is consistent with the shoreline master program. The relevant SMP policies were discussed above. Below is a discussion of the relevant shoreline master program regulations that are incorporated into the zoning code that apply to this permit application. A. Permitted Uses: TMC 18.44.050 identifies permitted uses in the Urban Conservancy environment. The proposed project is a permitted use under TMC 18.44.050 B.1.n.: "Existing essential streets, roads and right-of- way may be maintained and improved". Development Standards TMC 18.44.070 C. establishes development standards for the Urban Conservancy shoreline environment. These include setbacks, site configuration, height restrictions and lighting standards. As this project does not involve the construction of structures, setbacks, site configuration and height restrictions do not apply. No new lighting will be added for this project — the existing street lighting will remain. B. Surface Water and Water Quality TMC 18.44.070 D provides development standards for shoreline development. As noted in the Biological Assessment, the project consists of 6.56 acres of existing impervious surfaces. The project will generate approximately 0.58 acres of new impervious surfaces, 0.49 of which will be pollutant generating. Six Filterra stormwater treatment facilities will be installed between the northern end of the new soldier pile wall and S. 149th Street. These facilities will treat the new pollutant generating impervious surfaces in accordance with the 2009 King County Surface Water Design Manual. CPL Page 10 of 16 06/23/2014 13:\\L14 -0022 -Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. 7 \ L14 -0022 -Interurban Ave. Road IrL jvements Shoreline Substantial Development June 19, 2014 f \ Projects are required to be designed so as to cause no net loss to shoreline ecological functions. No net loss has been addressed above under the discussion of the consistency of this project with shoreline goals and policies. C. Landfill Activities: TMC 18.44.070, Development Standards (Section 9.11 of the SMP) addresses clearing, grading and landfill activities in the shoreline jurisdiction. The SMP requires all land altering activities in the shoreline jurisdiction to be in conjunction with an underlying land development permit, except for shoreline restoration projects. In this instance, the road project, which is identified in the City's CIP is the underlying land development project. In addition, all activities shall meet the following standards: 1. Land altering shall be permitted only where it meets the following criteria: a. The work is the minimum necessary to accomplish an allowed shoreline use; Response: Fill will be placed to match any exposed wall with the road grade. This work will occur between the wall and the road, not on the river side of the wall. b. Impacts to the natural environment are minimized and mitigated; Response: The environment along the road is Himalayan blackberry, grasses and some native vegetation. The applicant will be planting replacement trees on the east/right bank of the Green River for the trees removed in the shoreline jurisdiction. c. Water quality, river flows and/or fish habitat are not adversely affected; Response: Silt fencing will be used to prevent debris from falling into the river. d. Public access and river navigation are not diminished; Response: N/A. There is no physical access to the river in this location due to the steep slopes. The installation of the sidewalk will improve the ability of pedestrians to see the river as they walk along the road. e. The project complies with all federal and state requirements and the project has been coordinated with the U.S. Army Corps of Engineers; Response: The project has been designed to comply with all federal and state requirements. f. The project complies with the vegetation protection criteria of the Vegetation Protection and Landscaping Section; CPL Page 11 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road h. _ ovements Shoreline Substantial Development June 19, 2014 Response: A landscape plan has been submitted with proposed locations for replacement trees to occur on the east/right bank of the river. g. Documentation is provided to demonstrate that the fill comes from a clean source. Response: The source of the fill to be used in the shoreline jurisdiction has not been identified as yet. A clean source of fill is required for use in the shoreline jurisdiction. It should be noted that the discussion on fill during development of the City's SMP was focused on fill placed waterward of the ordinary high water mark. 2. Clearing, grading and landfill activities, where allowed, shall include erosion control mechanisms, and any reasonable restriction on equipment, methods or timing necessary to minimize the introduction of suspended solids or leaching of contaminants into the river, or the disturbance of wildlife or fish habitats in accordance with the standards in the Grading Chapter, TMC 16.54. Response: The project will use Best Management Practices, such as silt fences and straw bales (certified weed free), will be installed before any earthmoving activities take place and will be maintained throughout construction in order to prevent sediment from entering the Green River. D. Vegetation Protection and Landscaping TMC 18.44.080 provides requirements for landscaping in both the buffer and non -buffer areas of the shoreline environment. The applicant has provided a landscaping plan for the project area that is within the shoreline jurisdiction. Mitigation plantings for the trees that are removed from the street landscaping will occur across from the project site on the east/right bank of the river in an area that does not have much native vegetation or trees. E. Public Access TMC 18.44.100 addresses public access requirement for the SMP. Public access is required when a development or use would create additional demand for public access through the addition of square footage to an existing building or the intensification in land use through the conversion of a warehouse to a retail or office use. This development standard does not apply to this project. The addition of sidewalks will afford safer visual access to the shoreline as pedestrians walk along the road. F. Shoreline Design Guidelines This section of the TMC does not apply (TMC 18.44.110) as no structures are being constructed. CPL Page 12 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. f 1 L14 -0022 -Interurban Ave. Road Iii,r,)vements Shoreline Substantial Development June 19, 2014 4. COMMENTS: Comments were received during the Notice of Application period from Karen Walter, Watershed and Land Use Team Leader for the Muckleshoot Indian Tribe. The issues raised in her comments are below, followed by a response from the applicant. A copy of the comment letter is found in Attachment D. 1. Additional information is needed regarding the construction timing of this project. We understand that there is no in -water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. Applicant Response: Construction is proposed to begin after the 4th of July and be completed around October 1, 2015. Contract language limits construction to an 8 hour period between 7am and 6pm five days per week. Notice is required for any time beyond that. There will be a couple of locations requiring night time work (at the Fort Dent and 149th intersections). Staff Response: A construction schedule should be provided to the Tribe to ensure that any night time work does not interfere with tribal fishing in the area. 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. Applicant Response: The trees to be removed are far enough from the river that they do not provide a significant amount of shade. There are trees closer to the river at these locations that do provide adequate shade, as shown on an aerial, which would not be impacted by the project. See image provided by applicant, as part of Attachment E, which illustrates the location of the trees to be removed in relation to the river. 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. CPL Page 13 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road In., ivements Shoreline Substantial Development June 19, 2014 Applicant Response: There is limited available City -owned property in this area for replanting. In addition, the steep slopes would make planting in the area difficult and tree survivability low. The trees that provide the most shade on the west banks of the river would be left intact. Planting trees on the east side as proposed would eliminate the existing invasive species (Himalayan blackberry) at the site and provide a more connected riparian buffer with better canopy coverage. Native species would be planted including Douglas fir, Western Red Cedar, and willow species. 5. SEPA: A determination that the project is exempt from SEPA was issued on April 18, 2014. A copy of the SEPA Exemption letter is found in Attachment F. CONCLUSIONS 1. The project site is the repair and improvements to approximately 4,100 linear feet of Interurban Avenue South from Fort Dent Way to S. 143rd Street. Approximately 1,200 feet of the project is within the shoreline jurisdictions. 2. The proposed project will install sidewalks for pedestrian safety, curb, gutter, a new water main, storm drain, stormwater facilities, remove an existing gabion wall and construct a new soldier pile wall in the same location, resurface the road, install channelization, lighting and landscaping. 3. The City of Tukwila adopted a new Shoreline Master Program (SMP) on August 15, 2011; it was approved by the Washington State Department of Ecology on October 14, 2011 and became effective October 28, 2011. 4. The shoreline environment designation for the project area is Urban Conservancy, with a buffer width of 100 feet. The buffer width of 100 feet allows enough room to reconfigure the river bank to achieve a slope of 2.5:1, the "angle of repose" or the maximum angle of a stable slope and allow for some restoration and improvement of shoreline function through the installation of native plants and other habitat features. Laying back the river bank is not feasible in the location where the gabion wall will be replaced due to the close proximity of the river to the road. The gabion wall will be replaced with a sheet pile wall, with enough space for the placement of curb, gutter and sidewalk. 5. The proposed project is consistent with the transportation, and natural environment and habitat use goals and policies of the SMP. 6. The project has analyzed the no net loss provisions of the SMP and will avoid all direct impacts to the ecological processes of the shoreline. Any indirect impacts due to the removal of trees in the shoreline jurisdiction but not immediately adjacent to the river are addressed through the proposed tree plantings on the east side of the river and in the re -vegetation that will occur in the area just north of Ft. Dent Way. As the proposed vegetation in the area just north of Ft. Dent Way is smaller growing native plants, the planting palate should substitute Western Red Cedar for some of the snowberry or Red Osier Dogwood. 7. Twelve street trees in the shoreline and three trees in the shoreline buffer are being removed for project construction. A total of 51 trees will be planted to replace the removed trees. 8. There are currently deciduous trees on the steep western bank that provide shade to the river. The root systems that support these trees may be damaged by the installation of the soldier pile wall. CPL Page 14 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road I i vements Shoreline Substantial Development June 19, 2014 Any trees that might die from damage by the wall would probably fall into the river and serve as large woody debris recruitment. The applicant is overplanting replacement trees on the east side of the river, which will compensate for any trees damaged by the construction of the soldier pile wall. The site is too steep to plant replacement trees on the western river bank. 9. There are trees with branches along Interurban Avenue where the soldier pile wall will be installed. Some of these branches may be damaged when the construction equipment is brought in and should be assessed and trimmed if necessary by an ISA certified arborist prior to beginning construction. 10. In its application materials, the City has stated it will monitor the mitigation plantings for the first 5 years. Success standards for the mitigation site will include a 100% survival rate after the first year and an 80% survival rate after 5 years. If monitoring should suggest plantings are not meeting standards, contingency measures will be implemented such as replanting and/or weed control. 11. The maintenance and improvement of an existing road is a use permitted by the Urban Conservancy shoreline environment designation. 12. The proposed project is consistent with the applicable development standards of the SMP: a) Surface water and water quality: the project will follow the 2009 King County Surface Water Design Manual; b) Landfill: the work is the minimum needed to accomplish an allowed shoreline use; the impacts have been minimized and mitigated; water quality, river flows and fish habitat are not adversely affected; public access and river navigation are not affected; the project has been designed to comply with all state and federal requirements; the fill complies with the vegetation protection criteria of the SMP; the fill source has not been determined as yet; and best management practices will be utilized during the road maintenance and construction of pedestrian improvements. A clean source of fill is required by the Shoreline Master Program. 13. Comments were received from the Muckleshoot Indian Tribe — these comments have been addressed as follows: a. Provide additional information on timing of construction as it may impact tribal fishing in the area: Construction is limited to the hours of 7:00 a.m. to 6:00 p.m., Monday through Friday from mid-July, 2014 to October, 2015. There will be no in -water construction. A construction schedule should be provided to the Tribe to ensure any night time work does not interfere with tribal fishing. b. Concerned that trees removed from west side of river may provide shade to river: trees to be removed are far enough away from the river that they do not provide a significant amount of shade. See aerial photo provided. c. The City should look at planting some of the proposed replacement trees on the west bank of the river: The steep slopes in the area of the soldier pile wall make it extremely difficult to plant on the west bank of the river. There are existing trees that overhang the river and provide shade to the river in this area. A condition of approval for the permit will be to substitute 10 Western Red Cedars for snowberry and/or Red Osier Dogwood to add taller growing trees to the area just north of Ft. Dent Way. 14. A determination that the project is exempt from requiring SEPA was issued on April 18, 2014. CPL Page 15 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. L14 -0022 -Interurban Ave. Road In.t.ovements Shoreline Substantial Development June 19, 2014 6. RECOMMENDATION Approve the shoreline substantial development permit with the following conditions: 1. In the planting area just north of Ft. Dent Way, substitute 10 Western Red Cedars, five in the planting area on either side of the driveway for Red Osier Dogwood and/or snowberry. 2. Prior to starting construction, an ISA certified arborist shall examine, and trim if necessary any tree branches in the area where the soldier pile wall is to be placed to avoid damage by construction equipment. 3. A clean source of fill must be used for any fill placed in the shoreline jurisdiction. 4. Prior to final inspection of planted restoration trees and shrubs, submit a five year maintenance and monitoring plan including performance standards. 5. As soon as possible, provide a detailed construction schedule to the Muckleshoot Indian Tribe to ensure that any night time work does not interfere with tribal fishing in the area. ATTACHMENTS: A. Aerial Photo of Project Site B. Project Narrative C. Aerial Photo of Proposed Mitigation Planting Area D. May 15, 2014 E-mail from Karen Walter, Muckleshoot Indian Tribe E. June 13, 2014 Applicant Response to Muckleshoot Indian Tribe Comments F. April 18, 2014 SEPA Exemption Determination CPL Page 16 of 16 06/23/2014 H:\\L14-0022-Interurban Ave. Road Improvements\L14-0022 Shoreline Staff Rpt. 0 0 ATTACHMENT A 0 50 100 300 SCALE IN FEET 450 posed tiler pile gIl!oGa o 4t_. Ip r .::v,e` - t�040 9rb•V •�'" a-•��•V"i� �wi •�� . ►, . v►'' - f � pv v►' ®" coa, 0. 0los •Q®O` •® v �� ►_ 4 • 6 0i•••••• ••• • • ® �'� `� 6v`! !• • ® • d0'fy 0A •0 ®• - �° ° 01:4 ••••®•0+•••®•®•°•.••••••••••.•��.••�•aa•.•i••••�•••• e••iOon•WO•••••••ri• ie••••• lettel••1••••• •0••e�.•�.I�.••��•otet-.•i+:•o:•*..i�•i••'i•�a��•i�••i�.i•�:���� ov �©V•••o••• f,„ �0•�4�•� �4_�1•i.®e,•!c®•..oA•a ; 7 �t .� �•'••i•••�•� �•111 . _��.�•.�•�Q �of �••.:.•••� I•••••.pe� f ; ' r r. :•.:t 04.07 41% `-- 4 • 1' • t' • Project Area MPG 153 901 Ave 14 2502 kfleson Ave Scathe, WA55109 Teure,WA96d01 (206) 265-1670 (22) 67/-0720 waw.kpgmm October 2012 K:\PROIECTS\TUKWII A\0436-InterurbanWESIGN\ Drawings\Working\ DSNO1KPF - WORKING -SOD.dwg 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 —60 0 7; -241f: 44. -HEWS -SIYJ 351f1HG- :cijiiPausrix TrIA-Pa0SiEli 34,Apo_usTER 0 0 45- -',w- -- For outfall pipe cross section, see civil plans pdf pg 17 / sheet 23 OLN 13 5 INTERUTSAN AVe S 5 Mar, ommla, C el,/,,.rort.etrt...trtem•F.H..• _ . 1.7Fs _ s .M9P.18'3(2)' MAP12" AREA TO BE CLEARED WATERWARD OF THE SILT FENCE, TYP. EXISTING GABION WALL CLEARING LIMIT = WENT OF TEMPORARY DISTURBANCE DURING CONSTRUCTION .77 ORDINAP(1 v.IA.1ILSL LINE 05 -20-MAP28(2) BACK OF SIDEWAIK OVER SOLDIER PILE WALL = EXTENT OF PERMANENT IMPACT WATERW OF THE EXISTING GABION WALL - 5Lov MAPIO MAPIO. 16+50.00 MAP10 MAPIO" MAP12" °1.IAPIr ASH ASO" 14+25.00 14+25.00 NEAREST TREE —40 —20 STA 14+25 & 16+50 PLAN & PROFILE INTERURBAN AVE, TUKWILA, WA SHEET 1 OF 1 0 EX. GABION WALL TO BE REMOVED NEW SOLDIER PILE 20 40 ORDINARY MARK UMIT 60 0 10 20 40 60 SCALE IN FEET 80 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 0 5 10 20 SCALE IN FEET 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 —60 30 -40 Site Plan & Section within Shoreline 16+50.00 Bottom invert of outfall elv=27.3 *This will be clearing limits 1100 yr flood e1v=24.5 —20 0 EX. GABION WALL TO BE REMOVED NEAREST TREE 1 NEW SOLDIER PILE 20 LEARING LIMIT 40 60 56 52 48 44 40 36 32 28 24 ORDINARY HIGH 20 WATER MARK— 16 NOVEMBER 2013 12 8 4 60 E.C.E2)G1- " ATTACHMENT B Project Narrative for item B (2)(a)&(b) This narrative is provided in support of item B.2 (a) and (b) of the Shoreline Substantial Development Permit application that requires: a) A written discussion of project consistency with the Review Guidelines; and b) A response to the No Net Loss Checklist Project Description: The proposed project involves the repair and improvements to approximately 4,100 linear feet (0.78 mile) of Interurban Avenue from Fort Dent Way to S 143`d Street. Approximately 1,200 feet (0.23 mile) of the project is within the 200 -foot designated shoreline jurisdiction of the Green River. Within this reach, the shoreline is designated as Urban Conservancy. The project involves installation of sidewalks, curb, gutter, a new water main, storm drain, stormwater facilities, removal of an existing gabion wall, and construction of a new soldier pile wall in the same location; resurfacing; channelization; illumination; and landscaping. (a) Consistency with Review Guidelines: Permitted Uses: As the project is within the Urban Conservancy shoreline environment, it will meet the permitted uses outlined in TMC 18.44.050 (n) and (p) TMC 18.44.050 (n) Existing essential streets, roads and right-of-way may be maintained or improved. TMC 18.44.050 (p) Support facilities for above or below ground utilities or pollution control, such as outfall facilities or other facilities that must have a physical connection to the shoreline to provide their support function, provided they are located at or below grade and as far from the OHWM as technically feasible. The project meets permitted use (n) in that it is a normal maintenance and improvement for a principal arterial. Improvements will be majorly within existing right-of-way; minor strips of right-of-way takes are required for certain locations of road widening and sidewalk construction. For condition (p), one existing outfall within shoreline jurisdiction will be removed and replaced in the same location. It will be the same size as existing. It will extend past the new soldier pile wall, below grade (see plan sheets 21 and 22). The outfall will be about 12 feet landward of the OHWM and will be protected with a buried gabion basket to prevent scour. Development Standards: General Standards (TMC 18.44.070 C.1) The proposed project will comply with the underlying zoning district as it will not change the land use beyond what is existing. It will simply make improvements to existing facilities. The project will comply with the vegetation protection and landscaping section as it will be preserving as much vegetation as possible within the shoreline. Three conifers (9", 10" and 14" alders/maples) will be removed from the banks of the Green River at the southern end of the project for reconstruction of a driveway. These trees are not immediately adjacent to the river; they are approximately 60 feet upslope. An additional 12 landscaping street trees at least 4 inches in diameter will be removed from shoreline jurisdiction. These trees are on the landward side of an existing paved parking lot. All disturbed areas will be seeded and planted with native woody vegetation. The project does not involve any overwater structures. Setbacks and Site Configuration (TMC 18.44.070 C.2) Yard setbacks and outdoor features are not applicable to the project. Height Restrictions (TMC 18.44.070 C.3) Not applicable. The project doesn't involve buildings. Lighting (TMC 18.44.070 C.4) Proposed street lighting is designed to prevent light spillover and glare on adjacent properties; they will illuminate downward over the immediate area to avoid glare over the river channel. See illumination plans, sheets 63-66. Vegetation and Landscaping (TMC 18.44.080) Vegetation will be preserved to the maximum extent possible. No trees will be removed adjacent to the new soldier pile wall. They will need to be trimmed for equipment maneuvering and safety. Trees to be preserved will be isolated from construction limits with high visibility fence and/or marked in the field, see plan sheet 6 and site preparation plans, sheets 10-13. A total of 12 landscaping trees and 3 naturally occurring trees (4 inches or greater) will be removed from shoreline jurisdiction. In accordance with TMC 18.44.080 B.4, all trees will be replaced as agreed upon by the planning department. This will involve off-site planting of native species. The landscaping trees will be replaced at a 1:1 ratio while the 3 naturally occurring trees will be replaced at a 6:1 ratio as required by TMC 18.44.080. All disturbed areas will be seeded and mulched and planted per sheets 82-83 and 88. Disturbed areas adjacent to the river will be restored with native woody vegetation. Irrigation plans are also included, sheets 89-90. Public Access (TMC 18.44.100) Not applicable. The project will not change, create, or impact public access to the shoreline. There is currently no access within project limits. (b) No Net Loss Checklist: The following is provided as response to the required questions on page 14 of the permit application: 1.) Describe the existing condition of the shoreline area and riverbank. Approximately 34% of the total project length is within shoreline jurisdiction. Within this area, the actual vegetated riparian buffer is approximately 30 — 35 feet. Bank conditions in the area closest to Interurban Avenue are steep, necessitating the replacement of the existing gabion wall with a soldier pile wall in order to maintain safety of the roadway. The road and top of bank sit approximately 25 above the ordinary high water elevation. Vegetation consists of deciduous trees (alders and maples) and shrubs such as sword fern, Himalayan blackberry, and roadside grasses and weeds. Trees are generally in a single row and the buffer lacks a variety of species composition and density. According to the Lower Greed River Baseline Habitat Survey Report (King County 2004), the reach of shoreline between survey stations 4-21 and 4-22 (300 meters apart), on the project side of the river is 6 — 25% armored. There are no overwater structures within the reach adjacent to project limits. Condition of the shoreline adjacent to the project consists of parking lots, office buildings, and a hotel. There are buried utilities under Interurban Avenue, which is in shoreline jurisdiction. 2.) How will your project change the existing condition of the shoreline described above? The project will not significantly change the existing condition of the shoreline as it has already been heavily developed. The project will remove an existing gabion wall and replace it with a soldier pile wall within the same location. Twelve street trees (greater than 4 inches in diameter) will be removed from within shoreline jurisdiction but these are on the landward side of an existing parking lot and are not immediately adjacent to the river. Three trees will be removed adjacent to the river. All disturbed areas will be seeded and mulched upon completion and the disturbed areas within the riparian zone will be restored with native woody vegetation pdf pages 30-33 (sheets 85, 86 and 91) of the civil plan set. An existing outfall pipe within shoreline jurisdiction will be replaced at the same location. It is shown on the attached plan set on pdf pages 16-17 (sheets 22-23). The bottom invert elevation of the pipe will be 2.8 feet above the 100 -year flood elevation and 12.3 feet above the ordinary high water mark elevation. 3.) Please respond to the questions in the following chart. WILL THE PROJECT: NO YES a. Alter/remove vegetation in the shoreline jurisdiction? X b. Alter the river bank (i.e. re -slope bank, add armoring, etc.)? X c. Add fill in the shoreline jurisdiction? X d. Discharge new stormwater to the river? X e. Store or use hazardous materials in the shoreline jurisdiction? X f. Construct an in- or over -water structure? X g. Increase impervious surface in the shoreline jurisdiction? X 4.) The way to achieve no net loss of ecological function is to mitigate the loss through one or a combination of the mitigation sequencing steps identified. If preparing a No Net Loss analysis, please discuss how your project addresses the following mitigation sequencing steps. The project will not result in a loss of ecological function of the shoreline. Though the project will involve the temporary clearing of approximately 4650 square feet of vegetation within shoreline jurisdiction, all areas will be restored upon completion. 12 street trees from within shoreline jurisdiction will be removed. There are other trees that are closer to the river that will not be impacted. The street trees to be removed are on the landward side of an existing parking lot. They may contribute some leaf litter and organic material to the shoreline. The following is how the project has considered the mitigation sequencing steps per TMC 18.44.070: a. Avoiding the impact altogether by not taking a certain action or parts of an action. The minor impact to the shoreline is necessary in order to install the replacement wall and install sidewalks to complete the pedestrian network. b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts. Impacts have been minimized in terms of the amount of clearing necessary. In previous stages of design, it was originally proposed to remove up to eight deciduous trees within the riparian zone. This was reduced to three trees. In addition, appropriate preservation methods will be utilized to prevent unnecessary impacts to shoreline vegetation. This includes using high visibility fencing to delineate the clearing limits. Trees to be preserved within clearing limits will be marked with high visibility barriers in the field, as identified in the plans. The project will also provide improvements to water quality by introducing new stormwater treatment facilities. Stormwater is currently discharged to the Green River without receiving treatment. Six Filterra units with trees will be installed along a portion of the project corridor north of the soldier pile wall. All stormwater will be directed to existing outfalls after it is treated. c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment. All disturbed areas within the riparian zone will be planted with native woody vegetation such as cascara, beaked hazelnut, red -osier dogwood, snowberry, tall Oregon grape, and salmonberry. The restoration plan is on pdf pages 30-33 or plan sheets 85, 86, and 91 of the attached plan set. The required clearing will also reduce the amount of invasives species within the area. d. Reducing or eliminating the impact over time by preservation and maintenance operations. Not applicable. The project is not anticipated to have on-going impacts to the shoreline. Impacts will be temporary and will be restored upon project completion. e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments. Removed trees will be replaced as agreed upon by the City. Replaced trees will be planted within an approved off-site location, on the opposite side of the river from the project. See attached diagram of planting site. A total of 30 trees are required for the removal of the three riparian trees and twelve street trees. An additional 21 trees will be planted to ensure survival success for a total of 51 trees. Replaced trees will be 1/3 western red cedar, 1/3 Douglas fir, and 1/3 willow stakes. Compensation for temporarily disturbed vegetation will be include restoration of areas adjacent to the wall and reconstructed driveway at the south end of the project. f. Monitoring the impact and the compensation projects and taking appropriate corrective measures. The City will monitor the plantings for the first 5 years. Success standards for the mitigation site will include a 100% survival rate after the first year and an 80% survival rate after 5 years. If monitoring should suggest plantings are not meeting standards, contingency measures will be implemented such as replanting and/or weed control. U 0 -O 0 �u_ co X Q) E O 8 N t6 Q) v � L C y N a Q� O L 0 CL O Carol Lumb ATTACHMENT D From: Karen Walter <KWalter@muckleshoot.nsn.us> Sent: Thursday, May 15, 2014 4:31 PM To: Carol Lumb Subject: Interurban Avenue Improvements, L14-0022, Shoreline Substantial Development Permit, Notice of Application Carol, We have reviewed the City of Tukwila's proposed Shoreline Substantial Development Permit NOA for the Interurban Avenue Improvement project referenced above. As described, this project seeks to conduct road repairs on 4,100 linear feet of Interurban Avenue along the Green River, including but not limited the replacement of an existing gabion wall with a new soldier pile wall within the shoreline jurisdiction. Per the project narrative, there is no work within the Ordinary High Water Mark; however, the project proposes to remove 15 trees that are at least 4 inches in diameter and within 200 feet of the Green River. Twelve of the 15 trees are on the landward side of an existing paved parking lot. We offer the following comments in the interest of protecting and restoring the Tribe's treaty -protected fisheries resources: 1.Additional information is needed regarding the construction timing of this project. We understand that there is no in - water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. We appreciate the opportunity to review this project and look forward to the City's responses. Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 1 Widener & Associates ■ ATTACHMENT E Transportation & Environmental Planning; 1011 32" As•e ' ', Suite I), verett, ` A 2" " Tel (425) 3 -3 59 Fax ( 15) 3 -3124 Carol Lumb City of Tukwila Department of Community Development 6300 Southcenter Blvd. #100 Tukwila, WA 98188 RECEIVED JUN 132014 CONMutvi 1 DEVELO MEN.f May 28, 2014 Interurban Avenue Improvements Shoreline Substantial Development L14-0022 Comment Responses Dear Ms. Lumb, This information is being provided in response to comments received by Karen Walter of the Muckleshoot Indian Tribe Fisheries Division on May 15, 2014 for the above referenced project. The original comment will be summarized in bold followed by our response. 1. Additional information is needed regarding the construction timing of this project. We understand that there is no in -water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. Construction is proposed to begin after the 4th of July and be completed around October 1, 2015. Contract language limits construction to an 8 hour period between 7am and 6pm five days per week. Notice is required for any time beyond that. There will be a couple of locations requiring night time work (at the Fort Dent and 149th intersections). 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. The trees to be removed are far enough from the river that they do not provide a significant amount of shade. There are trees closer to the river at these locations that do provide adequate shade, as shown on an aerial, which would not be impacted by the project. See image below. 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. There is limited available City -owned property in this area for replanting. In addition, the steep slopes would make planting in the area difficult and tree survivability low. The trees that provide the most shade on the west banks of the river would be left intact. Planting trees on the east side as proposed would eliminate the existing invasive species (Himalayan blackberry) at the site and provide a more connected riparian buffer with better canopy coverage. Native species would be planted including Douglas fir, Western Red Cedar, and willow species. Should you require any further information, please contact me at 425-503-3629 or rwidener@prodigy.net Sincerely, 0 •.•a • G ` /1 Ross Widener Widener & Associates Note: The trees to be removed do not provide shade to the river. There are other trees in front of them that do provide shade and will not be impacted. April 18, 2014 City of Tukwila Department of Community Development Robin Tischmak, City Engineer Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: SEPA Exemption Determination — Interurban Avenue Road Improvement Project Dear Robin, ATTACHMENT F Jim Haggerton, Mayc Jack Pace, Directc You have requested a determination on whether the road improvement project on Interurban Avenue South between Ft. Dent Way and S. 143rd Street is exempt under the SEPA regulations. Background The proposed project will make improvements to Interurban Avenue from Fort Dent Way and South 143rd Street. Improvements will involve construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, which will replace an existing retaining wall structure in approximately the same location. The project will also involve installation of pedestrian facilities, stormwater facilities, relocation of utilities, channelization, and road reconstruction. No in -water work will be required by this project. The stormwater facilities maintenance will replace an existing 18 -inch discharge pipe but not increase the pipe size. Approximately 0.45 acres of additional right-of-way is required but no buildings or structures will be impacted. To construct the soldier pile wall, flat work platforms will be excavated from the hillside. Standard temporary erosion and control BMPs will be installed prior to and maintained throughout construction. The work platforms will be created behind silt fencing to prevent soil and small debris from rolling down to the river. Piles will be placed in pre -bored holes 5 — 8 feet from the edge of existing pavement. All work will be at least 12 feet landward of the ordinary high water mark of the Green River. The piles will be sealed in place with concrete and fill will be placed to match any exposed wall with the road grade. An existing outfall pipe at the wall location will be extended one foot outside of the wall and a gabion basket placed for scour protection. Activities immediately adjacent to the river will take place during the summer to avoid rain and erosion impacts. The disturbed slope will be stabilized and replanted with native woody species including shrubs and conifer trees. All other disturbed areas will be hydroseeded and mulched. CL: Page 1 of 2 H:\\Interurban Avenue Improvements\SEPA Exemption Ltr 04/18/2014 1:56 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Interurban Avenue Road Impment Project SEPA Exemption April 18, 2014 Discussion The SEPA regulations provide the following exemptions under WAC197-11-800 (2)(c) for installation of pedestrian facilities and for routine maintenance of existing utility infrastructure in WAC197-11-800 (3) as follows: "(2) (c) The construction or installation of minor road and street improvements such as.....reconstrcution of existing road bed (existing curb -to -curb in urban locations), including adding or widening of shoulders, addition of bicycle lanes, paths and facilities, and pedestrian walks and paths, but no including additional automobile lanes." "(3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection." Decision The project as described meets the SEPA exemption in WAC 197-11-800 (2)(c) and(3) and as set forth above. The roadway is not being expanded, rather pedestrian improvements are being installed and minor alterations of existing public infrastructure is taking place. The project is adjacent to the Green River, but does not take place on lands covered by water. Please let me know if you have any questions. Sincerely, Jack Pace, Director SEPA Responsible Official Tukwila Dept. of Community Development Attachment: SEPA Exemption Request Letter CL: Page 2 of 2 04/18/2014 1:56 PM H:\Unturban Avenue Improvements\SEPA Exemption Ltr Widener & Associates 10108 32" Ave W, Suite D, Everett, WN 98204 City of Tukwila Department of Community Development Attn: Jack Pace 6300 Southcenter Blvd #100 Tukwila, WA 98188 Dear Mr. Pace, Transportation & Environmental Planning Tel (425) 348-3059 Fax (425) 348-3124 Interurban Avenue South Improvements SEPA Exemption Request October 1, 2013 LV jt';'1.f+ ffl C - ('C , .n (U' VOA- r(.. The City of Tukwila Public Works Department is requesting exemption from further SEPA review for the Interurban Avenue South Improvements project. The proposed project will make improvements to Interurban Avenue from Fort Dent Way and South 143rd Street. Improvements will involve construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, which will replace an existing retaining wall structure in approximately the same location. The project will also involve installation of pedestrian facilities, stormwater facilities, relocation of utilities, channelization, and road reconstruction. No in -water work will be required by this project. Approximately 0.45 acres of additional right-of-way is required but no buildings or structures will be impacted. To construct the soldier pile wall, flat work platforms will be excavated from the hillside. Standard temporary erosion and control BMPs will be installed prior to and maintained throughout construction. The work platforms will be created behind silt fencing to prevent soil and small debris from rolling down to the river. Piles will be placed in pre -bored holes 5 — 8 feet from the edge of existing pavement. All work will be at least 12 feet landward of the ordinary high water mark of the Green River. The piles will be sealed in place with concrete and fill will be placed to match any exposed wall with the road grade. An existing outfall pipe at the wall location will be extended one foot outside of the wall and a gabion basket placed for scour protection. Activities immediately adjacent to the river will take place during the summer to avoid rain and erosion impacts. The disturbed slope will be stabilized and replanted with native woody species including shrubs and conifer trees. All other disturbed areas will be hydroseeded and mulched. We believe this project to be Categorically Exempt under SEPA as it meets the requirements of WAC 197-11-800 (3)1 and request your approval: ' http://apps.leg.wa.gov/wac/default.aspx?cite=197-1.1-800 (3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. Repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection. This project has been categorically excluded under NEPA by FHWA on May 9, 2013. The proposal involves street improvements and will not result in increased vehicle capacity or change the use of the area beyond existing. Please feel free to contact me at 425-503-3629 or at rwidener@prodigy.net if you have any questions. Sincerely, f ./ a'/ / I/ /� 1 Signature of Person Requesting Approval Signature of Approval Official Date (3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. Repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection. This project has been categorically excluded under NEPA by FHWA on May 9, 2013. The proposal involves street improvements and will not result in increased vehicle capacity or change the use of the area beyond existing. Please feel free to contact me at 425-503-3629 or at rwidener@prodigy.net if you have any questions. Sincerely, Signature of Person Requesting Approval Signature of Approval Official Date eitg of J u&wi&a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Carol Lumb , HEREBY DECLARE THAT: Mailing requested by: Carol Lumb Mailer's signature: (jtAfati' 0'"`"�% Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit X Shoreline Mgmt Permit: *materials for DOE sent by courier, remaining mailed USPS. Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 23 day of June , 2014 Project Name: Interurban Avenue Road Improvements Project Number: L14-0022 Associated File Number (s): N/A Mailing requested by: Carol Lumb Mailer's signature: (jtAfati' 0'"`"�% H:\L14-0022 INTERURBAN AVE. IMPROVEMENTS\AFFIDAVIT OF DISTRIBUTION.DOC AGENCY LABELS ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( ) US Dept of HUD ( ) National Marine Fisheries Service Section 2 ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife, MillCreek Office yAt`j WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 WASHINGTON STATE AGENCIES ( ) Dept of Social & Health Services Dept of Ecology NW Regional Office, Shoreland Div. SHORELINE NOD REQUIRES RETURN RECEIPT ( ) Dept of Ecology, SEPA **Send Electronically Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) KC Public Library System ( ) Foster Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Westfield Mall Library ( ) Tukwila School District ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities ( ) Waste Management ( ) Tukwila City Depa �nts� Public Work ( ) Fire ( ) Police ( ) Finance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor ( ) City Clerk Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce ( ) Muckleshoot Indian Tribe * Cultural Resources Fisheries Program — Ate' u Wildlife Program Duwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin\Admin Forms\Agency Checklist X _ �kora�vwc� j4V it plus • het e & cJlwrt wt� 0 Public Notice Mailings For Permits 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 Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (from PermitsPlus) 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 a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (printed out from PermitsPlus) 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:Admin\Admin Forms\Agency Checklist 6/23/14 Department of Ecology NW Regional Office 3190 160th Avenue S.E. Bellevue, WA 98008-5452 RE: Interurban Avenue Road Project Shoreline Substantial Development Permit Hello, We are sending the enclosed shoreline substantial development permit by courier, so in lieu of mailing the green "Return Receipt" postcard, can you please fill it out and then mail it back to me in the envelope provided? Thanks very much. If you have questions, you can reach me at 206-431-3661. Carol Lumb Tukwila DCD 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpieoe, or on the front if space permits. 1. Article Addressed to: 1)4\1k k 6t- ✓ 31.60 jVo54- Atsr . 5 ,G &Ake000 0* ols0cg-5 iSL COMPLETE THIS SECTION ON DELWVERY A. Sig X B. Received by ( Printed Name) Agent ``''0 Addre77sssee! Dlt2 f3eplaVI D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: _IN No 3. Service Type O Certified Mall 0 Registered 0 Insured Mail 0 Express Mail 0 Return Receipt for Merchandise 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3190 160th Ave SE • Bellevue, WA 98008-5452 • 425-649-7000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 June 25, 2014 Tukwila Public Works Department Attn: Robin Tischmak 6300 South Center Blvd. Suite 100 Tukwila, WA 98188 Re: City of Tukwila Permit L14-0022 - Approved Tukwila Public Works Department - Applicant Shoreline Substantial Development Peunit (SDP) #2014 -NW -2352 Dear Robin Tischmak: On June 23, 2014, the Department of Ecology received notice that City of Tukwila approved your application for an SDP. Your permit is to construct 4100 linear feet of street improvements along Interurban Avenue within shoreline jurisdiction of Green River. The project includes installation of sidewalks, stoini drainage, new water main, landscaping, road resurfacing and a new soldier pile wall. By law, local governments must review all SDPs for compliance with: • The Shoreline Management Act (Chapter 90.58 RCW) • Ecology's Substantial Development Permit approval criteria (Chapter 173-27-150 WAC) • The City of Tukwila Local Shoreline Master Program Local governments, after reviewing SDPs for compliance, are required to submit them to Ecology. Your approved SDP has been received by Ecology. What Happens Next? Before you begin activities authorized by this permit, the law requires you wait at least 21 days from June 23, 2014, the "date of filing." This waiting period allows anyone (including you) who disagrees with any aspect of this pennit to appeal the decision to the state Shorelines Hearings Board. You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. The Shorelines Hearings Board will notify you by letter if they receive an appeal. We recommend that you contact the Shorelines Hearings Board before you begin permit activities to ensure that no appeal has been received. They can be reached at (360) 664-9160 or http://www.eho.wa.gov/. Tukwila Pulbic Works Department June 25, 2014 Page 2 of 2 If 122 want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the Shorelines Hearings Board website above. They are also posted on the website of the Washington State Legislature at: http://apps.leg.wa.gov/wac. Other federal, state, and local permits may be required in addition to this shoreline permit. If you have any questions about this letter, please contact David Pater at (425) 649-4253. Sincere ater, Shoreline Specialist Shorelands and Environmental Assistance Program cc: Carol Lumb, City of Tukwila Community Development Dept. Widener & Associates Transportation & Environmental Planning 10108 32" Ave W, Suite 1), Everett, WA 98204 Tel (425) 348-3059 Fax (425) 348-3124 Carol Lumb City of Tukwila Department of Community Development 6300 Southcenter Blvd. #100 Tukwila, WA 98188 RECEIVED JUN 13 2014 DEVELOPMLNC May 28, 2014 Interurban Avenue Improvements Shoreline Substantial Development L14-0022 Comment Responses Dear Ms. Lumb, This information is being provided in response to comments received by Karen Walter of the Muckleshoot Indian Tribe Fisheries Division on May 15, 2014 for the above referenced project. The original comment will be summarized in bold followed by our response. 1. Additional information is needed regarding the construction timing of this project. We understand that there is no in -water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. Construction is proposed to begin after the 4th of July and be completed around October 1, 2015. Contract language limits construction to an 8 hour period between 7am and 6pm five days per week. Notice is required for any time beyond that. There will be a couple of locations requiring night time work (at the Fort Dent and 149th intersections). 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. The trees to be removed are far enough from the river that they do not provide a significant amount of shade. There are trees closer to the river at these locations that do provide adequate shade, as shown on an aerial, which would not be impacted by the project. See image below. 1 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. There is limited available City -owned property in this area for replanting. In addition, the steep slopes would make planting in the area difficult and tree survivability low. The trees that provide the most shade on the west banks of the river would be left intact. Planting trees on the east side as proposed would eliminate the existing invasive species (Himalayan blackberry) at the site and provide a more connected riparian buffer with better canopy coverage. Native species would be planted including Douglas fir, Western Red Cedar, and willow species. Should you require any further information, please contact me at 425-503-3629 or rwidener@prodigy.net Sincerely, Ross Widener Widener & Associates / Imagery Uate: 5)401)13,: 47e202 N, l�z° 15'01'4JN!areleY„ Note: The trees to be removed do not provide shade to the river. There are other trees in front of them that do provide shade and will not be impacted. Carol Lumb From: Carol Lumb Sent: Thursday, May 15, 2014 4:45 PM To: Robin Tischmak Cc: Minnie Dhaliwal; Sandra Whiting Subject: FW: Interurban Avenue Improvements, L14-0022, Shoreline Substantial Development Permit, Notice of Application Robin, I am forwarding the comments we received from the Tribe on the Interurban Ave. project. Can you please review them and provide a response or ask Ross to respond? The comment period doesn't close until 5/22, so if you can get me comments by then, then I can fold them into the staff report. Thanks very much. Carol From: Karen Walterfmailto:KWalterPmuckleshoot.nsn.usj Sent: Thursday, May 15, 2014 4:31 PM To: Carol Lumb Subject: Interurban Avenue Improvements, L14-0022, Shoreline Substantial Development Permit, Notice of Application Carol, We have reviewed the City of Tukwila's proposed Shoreline Substantial Development Permit NOA for the Interurban Avenue Improvement project referenced above. As described, this project seeks to conduct road repairs on 4,100 linear feet of Interurban Avenue along the Green River, including but not limited the replacement of an existing gabion wall with a new soldier pile wall within the shoreline jurisdiction. Per the project narrative, there is no work within the Ordinary High Water Mark; however, the project proposes to remove 15 trees that are at least 4 inches in diameter and within 200 feet of the Green River. Twelve of the 15 trees are on the landward side of an existing paved parking lot. We offer the following comments in the interest of protecting and restoring the Tribe's treaty -protected fisheries resources: 1.Additional information is needed regarding the construction timing of this project. We understand that there is no in - water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. We appreciate the opportunity to review this project and look forward to the City's responses. Thank you, Karen Walter Watersheds and Land Use Team Leader 1 Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 2 Carol Lumb From: Karen Walter <KWalter@muckleshoot.nsn.us> Sent: Thursday, May 15, 2014 4:31 PM To: Carol Lumb Subject: Interurban Avenue Improvements, L14-0022, Shoreline Substantial Development Permit, Notice of Application Carol, We have reviewed the City of Tukwila's proposed Shoreline Substantial Development Permit NOA for the Interurban Avenue Improvement project referenced above. As described, this project seeks to conduct road repairs on 4,100 linear feet of Interurban Avenue along the Green River, including but not limited the replacement of an existing gabion wall with a new soldier pile wall within the shoreline jurisdiction. Per the project narrative, there is no work within the Ordinary High Water Mark; however, the project proposes to remove 15 trees that are at least 4 inches in diameter and within 200 feet of the Green River. Twelve of the 15 trees are on the landward side of an existing paved parking lot. We offer the following comments in the interest of protecting and restoring the Tribe's treaty -protected fisheries resources: 1.Additional information is needed regarding the construction timing of this project. We understand that there is no in - water work; however, the construction activities may interfere with tribal members fishing in this area. We would like to know when construction is proposed to begin and end; and the hours of operation. 2. The proposed trees to be removed are or could provide a variety of riparian functions if they were not removed by this project. In particular, we are concerned that trees removed along the west side are currently providing shade to the river which is essential for salmon and their habitats. This area of the Green River has temperature and dissolved oxygen issues per Ecology's 303(d) list and trees on the west side would provide more shade and screening than those on the east side. If you look at the aerial photograph showing the project area, you will see that the trees, where they occur on the west side are providing shade as their shadows clearly show up on this photo. 3. The proposed mitigation to plant 30 trees for the removal of the 15 trees, plus an additional 21 trees is a good approach. However, the City should look at planting these replacement trees on the west side of the Green River in the project area as a priority, then plant remaining trees on the east side as originally proposed. The species composition should be all trees that will grow tall to maximize shade potential and should be native tree species conducive to the soil types found in the project area. Conifer trees are preferred as they provide more riparian functions year-round. We appreciate the opportunity to review this project and look forward to the City's responses. Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 1 April 18, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Robin Tischmak, City Engineer Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: SEPA Exemption Determination — Interurban Avenue Road Improvement Project Dear Robin, You have requested a determination on whether the road improvement project on Interurban Avenue South between Ft. Dent Way and S. 143rd Street is exempt under the SEPA regulations. Background The proposed project will make improvements to Interurban Avenue from Fort Dent Way and South 143rd Street. Improvements will involve construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, which will replace an existing retaining wall structure in approximately the same location. The project will also involve installation of pedestrian facilities, stormwater facilities, relocation of utilities, channelization, and road reconstruction. No in -water work will be required by this project. The stormwater facilities maintenance will replace an existing 18 -inch discharge pipe but not increase the pipe size. Approximately 0.45 acres of additional right-of-way is required but no buildings or structures will be impacted. To construct the soldier pile wall, flat work platforms will be excavated from the hillside. Standard temporary erosion and control BMPs will be installed prior to and maintained throughout construction. The work platforms will be created behind silt fencing to prevent soil and small debris from rolling down to the river. Piles will be placed in pre -bored holes 5 — 8 feet from the edge of existing pavement. All work will be at least 12 feet landward of the ordinary high water mark of the Green River. The piles will be sealed in place with concrete and fill will be placed to match any exposed wall with the road grade. An existing outfall pipe at the wall location will be extended one foot outside of the wall and a gabion basket placed for scour protection. Activities immediately adjacent to the river will take place during the summer to avoid rain and erosion impacts. The disturbed slope will be stabilized and replanted with native woody species including shrubs and conifer trees. All other disturbed areas will be hydroseeded and mulched. CL: Page 1 of 2 H:\\Interurban Avenue Improvements\SEPA Exemption Ltr 04/18/2014 1:56 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Interurban Avenue Road Improvent Project SEPA Exemption April 18, 2014 Discussion The SEPA regulations provide the following exemptions under WAC197-11-800 (2)(c) for installation of pedestrian facilities and for routine maintenance of existing utility infrastructure in WAC197-11-800 (3) as follows: "(2) (c) The construction or installation of minor road and street improvements such as.....reconstrcution of existing road bed (existing curb -to -curb in urban locations), including adding or widening of shoulders, addition of bicycle lanes, paths and facilities, and pedestrian walks and paths, but no including additional automobile lanes." "(3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection." Decision The project as described meets the SEPA exemption in WAC 197-11-800 (2)(c) and(3) and as set forth above. The roadway is not being expanded, rather pedestrian improvements are being installed and minor alterations of existing public infrastructure is taking place. The project is adjacent to the Green River, but does not take place on lands covered by water. Please let me know if you have any questions. Sincerely, Jack Pace, Director SEPA Responsible Official Tukwila Dept. of Community Development Attachment: SEPA Exemption Request Letter CL: Page 2 of 2 04/18/2014 1:56 PM H:\\Inturban Avenue Improvements\SEPA Exemption Ltr Widener & Associates 'Transportation & Environmental Planning 10108 32"d 're \F, Suite D, Everett, \VA 98204 Tel (-05) 348-3059 Fax (425) 348-3124 City of Tukwila Department of Community Development Attn: Jack Pace 6300 Southcenter Blvd #100 Tukwila, WA 98188 Interurban Avenue South Improvements SEPA Exemption Request Dear Mr. Pace, October 1, 2013 14 1- i 1- ?OD2. c) The City of Tukwila Public Works Department is requesting exemption from further SEPA review for the Interurban Avenue South Improvements project. The proposed project will make improvements to Interurban Avenue from Fort Dent Way and South 143rd Street. Improvements will involve construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, which will replace an existing retaining wall structure in approximately the same location. The project will also involve installation of pedestrian facilities, stormwater facilities, relocation of utilities, channelization, and road reconstruction. No in -water work will be required by this project. Approximately 0.45 acres of additional right-of-way is required but no buildings or structures will be impacted. To construct the soldier pile wall, flat work platforms will be excavated from the hillside. Standard temporary erosion and control BMPs will be installed prior to and maintained throughout construction. The work platforms will be created behind silt fencing to prevent soil and small debris from rolling down to the river. Piles will be placed in pre -bored holes 5 — 8 feet from the edge of existing pavement. All work will be at least 12 feet landward of the ordinary high water mark of the Green River. The piles will be sealed in place with concrete and fill will be placed to match any exposed wall with the road grade. An existing outfall pipe at the wall location will be extended one foot outside of the wall and a gabion basket placed for scour protection. Activities immediately adjacent to the river will take place during the summer to avoid rain and erosion impacts. The disturbed slope will be stabilized and replanted with native woody species including shrubs and conifer trees. All other disturbed areas wiill be hydroseeded and mulched. We believe this project to be Categorically Exempt under SEPA as it meets the requirements of WAC 197-11-800 (3)1 and request your approval: ' http://apps.leg.wa.gov/wac/default.aspx?cite=197-11-800 (3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. Repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection. This project has been categorically excluded under NEPA by FHWA on May 9, 2013. The proposal involves street improvements and will not result in increased vehicle capacity or change the use of the area beyond existing. Please feel free to contact me at 425-503-3629 or at rwidener@prodigy.net if you have any questions. Sincerely, Signature of Person Requesting Approval Signature of Approval Official Date Washington State Am, �% Department of Transportation Local Agency Environmental Classification Summar Part 1- Project Description Federal Aid Project Number: STPUL-1045(007) Route: Date: 2/4/2013 Intent of Subrnittal: ❑Preliminary Final ❑Re -Evaluate Agency: City of Tukwila Federal Program Title: /1 Projects Requiring Documentation I1 20.205 • Other Project Title: Interurban Avenue Improvements Beginning MP: II Programmatic CE MOU Township(s): Range(s): Section(s): 23N D Supplemental (For information purpose only) Ending MP: 04E 14, 23 Miles: 0.9 County: King Project Description (Describe the proposed project, including the purpose and need for the project): The project proposes to reconstruct Interurban Avenue from Fort Dent Way to S 143rd Street. Improvements include sidewalks, curb, gutter, storm drainage facilities, undergrounding of utilities, installation of a soldier pile wall to accommodate sidewalks in the segment adjacent to the Green River, landscaping, channelization, illumination, and signage. Part 2 - Environmental Classification NEPA SEPA • Class I — Environmental Impact Statement (EIS) Categorically exempt per WAC 197-11-800 ® Class II — Categorically Excluded (CE) CE Type (from 23 CFR 771.117) c(3), c(7), d(1) ❑ Determination of Non -Significance (DNS) /1 Projects Requiring Documentation ❑ Environmental Impact Statement (EIS) (Documented CE) (LAG 24.22) ❑ Adoption II Programmatic CE MOU ❑ Addendum ❑ Class III — Environmental Assessment (EA) D Supplemental (For information purpose only) Local agency A»'roving Authority Reg(onal Loyal -Programs Engineer NEPA Approval Signatures 1%C a:41Z �3 - 8 ,- (3 Date Date Highways and Local Prc Tams Environmental Engineer Date 3//7/i 5/91/3 F-deral Highway A. inistration Date Completed by (Print Official's Name): Ross Widener Telephone (include area code): (425) 348-3059 E-mail address: rwidener@prodigy.net DOT Form 140-100EF Revised 1/2013 Page 1 of 9 -iwys & Local Prograll MAY) 32013 Olympia, WA Part 4 - Environmental Considerations Part 3 - Permits, Approva s & Right of Way (ROW) Yes No Permit or Approval Yes No Permit or Approval ❑ 0 Corps of Engineers ❑ Sec. 10 ❑ Sec. 404 ❑ II Water Rights Permit If Yes, identify exemption — please refer to Appendix H in the ECS Guidebook for a list of exemptions. 40 CFR 93.126: Shoulder improvements, pavement resurfacing/rehabilitation, pavement marking demonstration, adding medians, bicycle and pedestrian facilities, plantings, landscaping. ❑ Nationwide Type ❑ 0 Water Quality Certification — Section 401 a wellhead protection area ❑ Yes 8 No ❑ Individual Permit No. Issued by ❑ // Coast Guard Permit ❑ II Tribal Permit(s) (if any) ❑ // Coastal Zone Management Certification Other Permits (List) ❑ // Critical Areas Ordinance (CAO) Permit /1 ❑ ROW acquisition required? If yes, amount ❑ // Forest Practices Act Permit needed: 0.45 acre . ❑ 8 Hydraulic Project Approval ❑ a Is relocation required? ❑ 1 Local Building or Site Development Permits ❑ 0 Has ROW already been acquired for this project? If ❑ // Local Clearing and Grading Permit yes, attach responses to Appendix N in the ECS Guidebook. // ❑ National Pollutant Discharge Elimination System // ❑ Has an offer been made or have negotiations begun (NPDES) Baseline General for Construction to acquire ROW for this project? If yes, attach responses to /1 ❑ Shoreline Permit Appendix N in the ECS Guidebook. ❑ // State Waste Discharge Permit ❑ /1 Is a detour required? If yes, please attach detour ❑ // TESC Plans Completed information. Part 4 - Environmental Considerations Will the project involve work in or affect any of the following? Identify proposed mitigation. Attach additional pages or supplemental information if necessary. 1. Air Quality - Identify any anticipated air quality issues. Is the project included in the Metropolitan Transportation Plan? ❑ Yes /1 No If Yes, date Metropolitan Transportation Plan was adopted Is the project located in an Air Quality Non -Attainment Area or Maintenance Area for carbon monoxide, ozone or PM 10? // Yes ❑ No Is the project exempt from Air Quality conformity requirements? // Yes ❑ No If Yes, identify exemption — please refer to Appendix H in the ECS Guidebook for a list of exemptions. 40 CFR 93.126: Shoulder improvements, pavement resurfacing/rehabilitation, pavement marking demonstration, adding medians, bicycle and pedestrian facilities, plantings, landscaping. 2. Critical/Sensitive Areas — Identify any known Critical or Sensitive Areas as designated by local Growth Management Act ordinances. a. Is this project within: an aquifer recharge area ❑ Yes /1 No a wellhead protection area ❑ Yes 8 No a sole source aquifer ❑ Yes /1 No If located within a sole source aquifer, is the project exempt from EPA approval? If Yes, please list exemption: If No, date of EPA approval: b. Is this project located in a Geologically Hazardous Area? // Yes ❑ No If yes, please describe: The embankments leading down to the Green River and the hill side on the west side of the road have high slopes between 15% and 40%; underlain by impermeable soils/bedrock, as described by City of Tukwila Geologic Hazard Areas mapping. c. Will this project impact Species/Habitat other than ESA listed species? ❑ Yes /1 No Explain your answer. This project is located in a developed area with no suitable habitat for species other than within the Green River, adjacent to the southern portion of the project. As there will be no in -water work and the project will incorporate measures to minimize/avoid potential erosion and sedimentation impacts to the river, potential impacts to species will be discountable. Is this project within Bald Eagle nesting territories, winter concentration areas or communal roosts? ❑ Yes No Will blasting, pile driving, concrete saw cutting, rock drilling or rock scaling activities occur within one mile of a Bald Eagle nesting area? ❑ Yes /1 No DOT Form 140-100EF Revised 1/2013 Page 2 of 9 Part 4 - Environmental Considerations (continued) d. Are wetlands present within the project area? ❑ Yes a No If Yes, estimate the impact in acres: Please attach a copy of the proposed mitigation plan. 3. Cultural Resources/Historic Structures — Identify any historic, archaeological or cultural resources present within the project's Area of Potential Effects. Does the project fit into any of the exempt types of projects listed in Appendix C of the ECS Guidebook? ❑ Yes // No If Yes, note exemptions below. If No: Date of DAHP concurrence: Date of Tribal consultation(s) (if applicable): Adverse effects on cultural/historic resources? ❑ Yes ❑ No If Yes, date of approved Section 106 MOA: 4. Floodplains and Floodways Is the project located in a 100 -year floodplain? ❑ Yes /1 No If Yes, is the project located within a 100 -year floodway? ❑ Yes // No Will the project impact a 100 -year floodplain? ❑ Yes // No If Yes, describe impacts. The project is not within the 100 -year floodplain of the Green River. 5. Hazardous and Problem Waste — Identify potential sources and type(s). Does the project require excavation below the existing ground surface? /1 Yes ❑ No Is this site located in an undeveloped area (i.e. no buildings, parking or storage areas or agriculture (other than grazing) based on historic research? ❑ Yes /1 No Is the project located within a one -mile radius of a site on a Confirmed or Suspected Contaminated Sites List (CSCSL) maintained by the Department of Ecology? I1 Yes ❑ No Is this project located within a %2 -mile radius of a site or sites listed on any of the following Department of Ecology databases? ►1 Yes ❑ No If Yes, check the appropriate boxes below. Voluntary Cleanup Program (VCP) // Underground Storage Tank (UST) I Leaking Underground Storage Tank (LUST) Has site reconnaissance (windshield survey) been performed? ►1 Yes ❑ No If so identify any properties not identified in the database search that may affect the project (name, address and property use). There were no properties identified within the project area not included in Ecology's database. Based on the information above and project specific activities, is there a potential for the project to generate contaminated soils or groundwater? ❑ Yes No Please explain: All sites with the potential to contribute contamination in the project area have been identified and documented per Ecology's facility/site database. Though there is a gas station adjacent to the project, the project's limits of excavation are relatively minor and will not impact areas where there are potential sources of contamination. There are no facilities in areas of deeper excavation, adjacent to the Green River. See attached facility/site map and memo. If you responded Yes to any of the above questions, contact your Region LPE for assistance before continuing with this form. DOT Form 140-100EF Revised 1/2013 Page 3 of 9 t Part 4 - Environmental Considerations (continued) 6. Noise Does the project involve constructing a new roadway? ❑ Yes ® No Is there a change in the vertical or horizontal alignment of the existing roadway? ❑ Yes ® No Does the project increase the number of through traffic lanes on an existing roadway? ❑ Yes ® No Is there a change in the topography? ❑ Yes ® No Are there auxiliary lanes extending 1-1/2 miles or longer being constructed as part of this project? ❑ Yes ® No If you answered Yes to any of the preceding questions, identify and describe any potential noise receptors within the project area and subsequent impacts to those noise receptors. Please attach a copy of the noise analysis if required. N/A If impacts are identified, describe proposed mitigation measures. N/A 7. Parks, Recreation. Areas, Wildlife Refuges, Historic Properties, Wild and Scenic Rivers, Scenic Byways and 4(f)/6(f) resources a. Please identify any 4(f) properties within the project limits and the areas of impacts. None b. Please identify any 6(f) properties within the project limits and areas of impacts. None c. Please list any Wild and Scenic Rivers and Scenic Byways within the project limits. None 8. Resource Lands — Identify any of the following resource lands within 300 feet of the project limits and those otherwise impacted by the project. a. Agricultural lands ❑ Yes ® No If Yes, please describe all impacts. If present, is the resource considered to be unique and prime farmland? ❑ Yes ❑ No If Yes, date of project review by Natural Resource Conservation Service (NRCS): b. Forest/Timber ❑ Yes ® No If Yes, please describe all impacts. c. Mineral ❑ Yes ® No If Yes, please describe all impacts. DOT Form 140-100EF Revised 1/2013 Page 4 of 9 Part 4 - Environmental Considerations (continued) 9. Rivers, Streams (continuous or intermittent) or Tidal Waters a. Identify all waterbodies within 300 feet of the project limits or that will otherwise be impacted. Fisheries WA Stream No.: N/A Ecology 303d Report No.: N/A (if known) Reason for 303d Listing: N/A Date of Report: N/A Waterbody common name: Green River b. Identify stream crossing structures by type. N/A c. Water Resource Inventory Area (WRIA) No. and name: WRIA 9, Green-Duwamish 10. Tribal Lands — Identify whether the project will impact any Tribal lands, including reservation, trust and fee lands. None 11. Visual Quality Will the project impact roadside classification or visual aspects such as aesthetics, light, glare or night sky? ❑ Yes i-1 No If Yes, please describe all impacts. 12. Water Quality/Stormwater Has the NPDES municipal general permit been issued for this WRIA? A Yes ❑ No Amount of existing impervious surface within the project limits: 6.56 acres Net new impervious surface to be created as a result of this project: 0.58 acres Will this project's proposed stormwater treatment facility be consistent with the guidelines provided by either WSDOT's HRM, DOE's western Washington stormwater manual or a local agency equivalent manual? /1 Yes ❑ No If No, explain proposed water quality/quantity treatment for the new and any existing impervious surface associated with the proposed project. The project will comply with the 2009 King County Surface Water Design Manual. DOT Form 140-100EF Revised 1/2013 Page 5 of 9 f 0 Part 4 - Environmental Considerations (continued) 13. Commitments a. Environmental Commitments • Describe existing environmental commitments that may affect or be affected by the project — if any. None b. Long -Term Maintenance Commitments • Identify the agency and/or department responsible for implementing maintenance commitments associated with this project. The City of Tukwila will maintain the roadway and amenities in the area that are associated with this project, including new plantings. 14. Environmental Justice Does the project meet any of the exemptions noted in Appendix F of the ECS Guidebook? ❑ Yes ® No If Yes, please note the exemption and appropriate justification in the space below. Findings should be confirmed using at least two information sources. Please refer to the ECS Guidebook for more information. If No, are minority or low-income populations located within the limits of the project's potential impacts? ® Yes ❑ No If No, attach appropriate data to support findings. If Yes, describe impacts and attach appropriate supporting documentation. The project area is within Census Tract 262. 2010 Census data indicate that minority and low income populations are present within 0.5 miles of the project area. Approximately 47% of the total population (4,199 persons) identify themselves as having minority backgrounds and 8% have incomes below poverty level. The proposed project will not have disproportionate impacts on these populations as the only impacts would be from temporary construction noise. Though the project will acquire right-of-way, it will not result in disturbance or changes to access to properties or through the area, displacements, or relocations. See attached EJ matrix and memo. Part 5 - Biological Assessments and EFH Evaluations 1. Do any listed species potentially occur in the project's action area and/or is any designated critical habitat present Yes ❑ No Please attach species listings. within the project's action area? // Affected ESA Listed Species 2. Will any construction work occur within 0.5 mile of any of the following? 3. Does the project involve blasting, pile driving, concrete sawing, rock -drilling or rock -scaling activity within one mile of any of the following? Spotted Owl management areas (CSAs, MOCAs, designated critical habitat or potentially suitable nesting, roosting or foraging habitat? ❑ Yes // No ❑ Yes /1 No Marbled Murrelet nest or occupied stand, designated critical habitat or potentially suitable habitat? ❑ Yes // No ❑ Yes /1 No Western Snowy Plover designated critical habitat? ❑ Yes Imo/ No ❑ Yes /1 No Is the project within 0.5 mile of marine waters? If Yes explain potential effects on Killer Whales and Steller's Sea Lion and on Marbled Murrelet foraging areas. ❑ Yes 4 No ❑ Yes // No Killer Whale designated critical habitat? ❑ Yes /1 No ❑ Yes /1 No Grizzly Bear potentially suitable habitat? ❑ Yes /1 No ❑ Yes /1 No DOT Form 140-100EF Revised 1/2013 Page 6 of 9 Part 5 - Biological Assessment and EFH Evaluations (continued) Gray Wolf potentially suitable habitat? ❑ Yes No ❑ Yes 4 No Canada Lynx habitat? ❑ Yes /1 No ❑ Yes 4 No Columbia White-tailed Deer potentially suitable habitat? ❑ Yes /1 No ❑ Yes 0 No Woodland Caribou habitat? ❑ Yes I No ❑ Yes I No Streaked Horned Lark proposed critical habitat or potentially suitable habitat? ❑ Yes a No ❑ Yes a No Taylor's Checkerspot proposed critical habitat or potentially suitable habitat? ❑ Yes /1 No ❑ Yes a. No Mazama Pocket Gopher potentially suitable habitat? ❑ Yes a No ❑ Yes a No Eulachon proposed critical habitat or potentially suitable habitat? ❑ Yes ►1 No ❑ Yes /1 No Rockfish proposed critical habitat or potentially suitable habitat?? ❑ Yes /1 No ❑ Yes a No A mature coniferous or mixed forest stand? ❑ Yes ►/ No ❑ Yes ' No 4. Will the project involve any in -water work? 5. Will any construction work occur within 300 feet of any perennial or intermittent waterbody that either supports or drains to waterbody supporting listed 6. Will any construction work occur within 300 feet of any wetland, pond is connected to any permanent or intermittent waterbody? 7. Does the action have the potential to directly or indirectly impact designated habitat for salmonids (including adjacent riparian zones)? 8. Will the project discharge treated or untreated stormwater runoff or utilize from a waterbody that supports or drains into a listed -fish supporting waterbody. 9. Will construction occur outside the existing pavement? If Yes go to 9a. 9a. Will construction activities occurring outside the existing pavement involve grading, filling or modification of vegetation or tree -cutting? 10. Are there any Federally listed Threatened or Endangered plant species the project limits? If Yes, please attach a list of these plant species within ❑ Yes r No /1 Yes ❑ No fish? or lake that ❑ Yes a No critical /1 Yes ❑ No water ❑ Yes a No a Yes ❑ No clearing, Yes ❑ No located within ❑ Yes a No the action area. Effect Determinations for ESA and If each of the questions in the preceding section resulted in a "No" response or if adequate justification can be provided to support a "no effect" determination, then cannot be used for Section 7 compliance (i.e., adequate justification cannot be provided anticipated), a separate biological assessment document is required. NMFS USFWS ❑ No Effect EFH any of the questions were checked "Yes," but check "No Effect" below. If this checklist or a "may effect" determination is EFH Determination ❑ No Adverse Effect // NLTAA - Date of Concurrence /1 Adverse Effect — Date of NMFS's concurrence ❑ LTAA— Date BO Issued ❑ RRMP 4(d) DOT Form 140-100EF Page 7 of 9 Revised 1/2013 0 O Analysis for No Effects Determination — If there are any Yes answers to questions in Part 5, additional analysis is required. Please attach additional sheets if needed. Analysis for RRMP ESA 4(dl) determination for NMFS • Maintenance Category (check all that apply) ❑ 1. Roadway Surface ❑ 4. Open Drainage Systems ❑ 7. Gravel Shoulders ❑ 10. Snow and Ice Control ❑ 13. Sewer Systems ❑ 2. Enclosed Drainage Systems ❑ 5. Watercourses and Streams ❑ 8. Street Surface Cleaning ❑ 11. Emergency Slide/Washout Repair ❑ 14. Water Systems • Describe how the project fits in the RRMP 4(d) Program: N/A ❑ 3. Cleaning Enclosed Drainage Systems ❑ 6. Stream Crossings ❑ 9. Bridge Maintenance ❑ 12. Concrete ❑ 15. Vegetation DOT Form 140-100EF Revised 1/2013 Page 8 of 9 Part 6 - FHWA Comments Use supplement sheet if additional space is required to complete this section. DOT Form 140-100EF Revised 1/2013 Page 9of9 Environmental Classification Summary Guidebook Template for Documenting Advance Acquisition of ROW Project Information Local Agency: City of Tukwila Project Name: Interurban Avenue South Improvements Fed Aid #: STPUL-1045(007) Map of parcels acquired prior to the completion of NEPA There may be circumstances where a vicinity map might be helpful. For more complex project, a figure identifying the location of impacted EJ and 4(f) resources may be necessary. Questions to be answered for each parcel acquired prior to the completion of NEPA. 1. What is the rationale for selecting the project design/location? In other words, why were other design options ruled out? The response should state whether the advanced acquisition influenced the environmental review for the project, including: (a) the decision or need to construct, and (b) the selection of design or location. The response should also explain any environmental impacts (e.g. Hazardous Materials, Section 106) that have been either caused by or avoided as a result of the chosen design option. The project design and location was selected to provide improved pedestrian access and safety through this heavily traveled business/industrial corridor. Pedestrian traffic is currently forced to walk in the traveled way as the few segments of existing sidewalk are not connected. This section of Interurban Avenue South also has substandard lighting, poor drainage, and failing pavement conditions. Only small strips of right-of-way (totaling 0.45 acres) are in the process of negotiations for acquisition. These takes are needed for the slight widening of the roadway to accommodate sidewalks and medians. See attached ROW plans. The advanced acquisition will not influence the environmental review for the project. The takes are not being acquired to avoid encountering any hazardous materials or cultural/historic resources nor has any environmental impacts been or is anticipated to be caused by the chosen design option. 2. Have EJ populations already been affected by project acquisition? If yes, identify the parcels and discuss impacts in the EJ report. EJ populations have not been affected by project acquisitions. The minor right-of-way takes will not result in displacements, relocations, or impacts to buildings as a result of this project. 3. Have 4(f) resources already been affected by project activities? If yes, identify the parcels and discuss impacts in the 4(f) documentation. N/A. No 4(0 resources are present within project limits. LEGEND 21151110 RICHT OF WAY CEMRRNE - - EA5YN6 PMMRn INE — — — PROPOSE RICK 6 WAY — — — — PROMO ROPE EASFW01 PROPOSED UNIT 60SE1/E31I 50 ERS1NG 3X811 OF WAY WDM 0 5 10 20 40 60 5C416 N FFFT PLAN Slue 1' - PARCEL NO TMX AREA RIM, U WAY MA NDM LEFT MOH EASENIIT BAN ! WELLS • 3597011-0520 395490-0120 198.585 198.58.5 49.501 49.501 • SPANS WHORE SHEER NOT0 ALL AREAS N SOSARE FEET. OATH FOR TOTAL AREA PER MNG MNTY ASSESSOR. PUBLIC WORKS DEPT. •ENOINEERINO•STREETS•WATER• SEWER.BUILDING • bY des 6141661 drawn ekdisd 4.063 6tl1Ekn ww 401 HIP MPG 0111111-118 95N041A 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 10+00 TO STA 14+00 [ 96 904 X181196 — NA dolt 01,2013 a J 0 L1lem -A0 INTERURBAN AVE 8 LEGEND EMSRNG Nen OF WAY CENTERLINE -- - --- FASTING NORM OR --- PRwosn RICK OF WAY — — — — NW030 SURF EASEMENT PRCPOSED Olaf EAYMENT 3 EMSRNG ROLL O WAY NUM 0510 m 40 60 RCM F N EFF[ PLAN SCAIL 1' = 4O NAME PARCEL N0. TOTALAE. RICHT v WAY REMAINDER LEFT RIGHT EASEMENT CANYON BEM CUNUMXMM 131350-0000 314,465 114,465 SOMODER ORUD /14118 159700-0460 66.656 66.656 BONDER 111E 0 0001x0-0009 9.450 9,450 NOR, ALL AREAS IN SWME FEET, OATH FOR TOTAL AHA PER MD CO NTY AMNON, PUBLIC WORKS DEPT_ • ENGINEERING•STREE S WATER•SEWER•BUILDING• do &doled G 0612.1141 951047A ..rv. 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 14+00 TO STA 19+00 97 104 fik.P RM.oASUate 9 de 1R eW 012013 LEGEND — — GOMMG RXNT6 WAY WIDEMNE — — — [10511X6 RNM1 6 WAY _.. . ..... 190S1116 PROPERTY LITE — — — PRVOSED MON 6 WAY — — — — PROPOSED SLOPE EASEMENT PROPOSED MST EASEMENT SD EMSK RXNi 6 WAY WM 0 5 10 20 .0 60 uE N 1U1 PLAN scut I . w' NATE PARCEL 110. TOTAL AREA. RXM 6 WAY RENT EASEMENT VIAL CIRST APARTMENTS 559700-0161 66.006 MW PARTNERS 506100ER LAE 0 • 359100-0120 359100-0006 45.999 165456 0 DAN 16.999 IA 156,504 • SPANS MOO RE MEETS NNE A11 AREAS IN WARE EEE1. DATA POR TOTAL AREA PER MNG COUNTY 555E5009 PUBLIC WORKS DEPT_ •ENGAIIDEING•STREEES• WATER•SEWER•BUBDING•1/13 dims *dal add frldtkva h SAT 1/13 1/13 1/18 IKPG x 90 5110094 AmNAAmTNNA 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 19+00 TO STA 90+00 98 104 660 61.m51INM.. sok to * 010900 O UNE SEA 24.00 SHE 2359 00-0201 0159700-40161 59700-0451 OS700-0464 00 25+00 26+00 N 2t'23'30' N “1ST E 27+00 26+00 29 N 212442 W ROW E INTERURBAN AVE 9 LEGEND COM RILN1 6 WAY CEN1FWINE - - -- — 11666 RIGHT Cr WAY E CSDNG ARCM. UNE — — — PMP04D 61011 6 WAY PROPOSED SL62 EASEMENT PROPOSED 1111411 EASTII 4T SO BOSOM WONT 6 WAY 66110 P. 0510 20 40 60 VAIE N FIT PLAN scutI '00 NAME PAR. N0. IOTA) MEA• RNNT 6 NAY EMNNOES MOOT 661 R NL MW 4*4690625. 039200-0424 400 0001193 40)464[4 METE 69700-0116 5350 0 5.250 - 60GOACN VELE 359100-0465 22500 0 22.500 - - B000MCN METE 0401 3.110 0 3.150 - IOY IAE II • 359100-040 32700 0 32100 - - SONEIOER L. 0 • 35970-02 6 ffF 91EEi 93 • SPANS MUM. SHEETS 501E All AREAS IN SWME FEET OAR FOR TOTAL AREA PER ONG COUNTY ASSESSOR. PUBLIC WORKS DEPT_ •ENGINEERING•STREETS•WATER•SE'WER•BUI DING claimed 7N N aOK 60 m dir KPG mcEcWl�vanw ..MRa 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAYS PLANS STA 24+00 TO TA 29+00 99 304 Seo Pnm5nM11•1 ode 01 TA 29+00 SHEET 99 LEGEND 00 59100. / / /7/1:= $�~ z / 30., 0 o� ,0.267 Li •• / 29+9249, •0 / (a65 LT 30+0030. 30.40' LT £1I 30500 4159100-03221 1359700-0021 \-30+83.61. 29 58' LT 3400 N 2115133' W 00151. E 32,16.65.. 10.61' ll 32416 25, 2961' LI 32+00 33400 3 `fL1MID Yax Ix cnsE srn 32a3sa3 3.w' 50 14 sTJ 4\ 50 H RT 29131.51. J 1 6311RT YS 09+1313113 ' '29+5352. f0' Beer RT N 21-2402. w Row s INTERURBAN AVE S N- 1041313' Fr — - 51051015 RIGHT OF WAY CEN1061NE --- EOMO RIONT OF WAY -- MIND PROPERTY INE --- PROPOSED 9011 Cr WAY — — — — PROPOSED 5i. FASERENT PREMED MTV EAmIENT 510 (MIMING 9611 OF WAY MN 1111351. RT 501911 PT 14.59. 61.91' RT 0510 20 10 $GALE IN FEET PLANI a NAME PARCEL N0. IMAL AREA. 9GHT CC DFYARCER WAY lFR R1041 GS[KIJi NY JAE U• 3597D0-0110 SR MEET 01 T C/0 MST CORP 359100-0022 12426 674 I1.152 - BLI0RES1 NNWA LLC 3597010-0021 32030 1 16] ]0.261 •• - I SONEO[R LYLE D • 339100-0006 SEF 4411 93 r - NR S21 ROBERT N W MINE C • 000320-0006 51.636 1 1.315 4A.491 I 1EAY51ER5 EMI. ASSOCIATES • 359700-0025 SB 90+1 96 • SOARS 0U11PLE 90(15 CURVE TABLE CARVE I DELTA RADIUS I LEMON •• PflOPOSEC ROW ACOLMON - WAMMG ON 011 APPROVAL OF WW1 ON IMS PAFOL 0012: 045 AREAS M SCORE REI. OATH POR TOTAL AREA PER NRJG 0311111Y ASSESSOR. PUBLIC WORKS DEPT_ • ENGINEERING•STREETS•WATER•SEWER•BUILDING• inn ea doted Dm [midi NEP G. 0W>s:• 0ge42W ..NAO• 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 29+00 TO STA 34+00 3 1 - IL u f 100 104 filo a vm291e92 of Mc 0117013 J O MATCH UNE STA 31!00 SHEET 100 0010O-00231 00 35+00 36+00 0 011310• W GORSE. 1 370000 39100 39 `FOND YON IN CASE LEGEND 0151MC RICNI O9 WAY CENIERUNE 18061NC RNMT OF WAY [105100 PROPERTY 160 PROPOSED MIT OF WAY P1VCPf6E0 SLOP( EASEY01 PRWD3D UTILITY EASSIENT CO EASING RIGHT O WAY WON 35450.2C7 5+50.31, �J\I 50.65' Ri 35+63.21. / fi3&' PT JJJ 35463 25. LI 6662 RTS 35+6575, 88.82' PL 1+2571. (60.13' RT X21210. 50451 INTERURBAN AVE S 60 16+257 6 65.11' R K CO 5. 37+05.13, 0.36' P1 1+77.71. 63.83' RT 36+77 71. +7771. 331' PT 20 10 o s 10 SINE IN FEET PLAN BO 1336590-1611 WANE mica No TOTAL AREA. RNM O WAY RUMMER EASEMENT LEFT RIGHT TEMPERS MOOS As5O0AIES • 059200-1001 51.20 0 51.200 - - I000SIFRS 0210410 A05004105 • 316590-1365 101,6570 101,657 - - ANSSEL ROBERT 0 • MUNE C • 000320-0006 SEE 910E195 504211 LOAF • 336590-161 62,291 683 - 1 61,608 - • WOO MULTIPLE SNITS NOTE ALL AREAS M SQUARE FEET. DATA FOR TOTAL ARG PER 1050 COUNTY ASSE5506, 374911 45, 60.31 PT 17+98.18. 61.81 RT CURVE TABLE araKxLIA RAMS LENGIN NE STA 39100 SHEET 10 PUBL.rc WC:012 s DEPT_ • ENGMEERNG•STREETS•WATER•SEWER•BUI DDNG• by Ate Aiwa down With 9tlfiMn 1/12 1,12 KPG Aw 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 34+00 TO STA 39+00 101 104 film F0 005AnI.R sok R R1a910 Dx5O-13651 o0 • I 4E400 1336590-15. 41+00 42+00 006590-10401 x 3130.3. 4 BORST. F 43+00 44 5 8 - 1356590-16.31 LEGEND EISTAIG WOO R WAY CENIEIOME --- 005.4 RICHT R WAY - -- - - ---- DOSING PROMO EMF --- PROPOSED RICHT R WAY ROAMED 0119tt EA41gf1 3D' E051114 ROT Cr WAY ROM FANO ION IN EASE STA 4423.05 0.17' RT 1.16596.1665, NE 1/4 SEC. 23, T. 23 N., R. 4 E., WJ1. x 21'2402 w ROA INTERURBAN AVE S 0510 SO IR 60 SOME IN FWI PLAN SCREE. 1' = 3 X336590-15101 MAZE PARCEL 110. TORN MEM RICHT R ROAMN WAY LETT I X11 US[Y[N1 TEAMSTERS WARM 055008105 • 336590-1365 SEE SHEET 96 TWO BROTHERS LLE 536590-1370 44.909 0 44.969 T. ROOM PROPERTIES LLE • 3]6590. 1390 43.9M 0 4 B.ANFI LONE 336590-1630 SEE SHEET96 SAMS LOME 316590-1605 603150 0 - 60.13 S14E1 44440 • 336590-1510 69366 0 - 69296 - • VMS ROME SEEM NOM ALL MEAS M WARE RET. OATH RW TOTAL AREA PER NMS MONTY ASSES.. 8 3 F IL0 o- PUBLIC WORKS DEPT_ • ENGINEERING *STREETS •WATER• SEWER* BUILDING • deired dam chid J.>z »e fN4Yn KPQ • nilm:Rm ▪ 9sm 991m-0, ▪ N4P6 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAYS PLANS STA 39+00 TO TA 44+00 102 104 30440 04149.11A.49 de 6 Me 01/7019 J LEGEND -. . . --- E3STNO WIT O IVO CERIUM — 0161166 — 21051166 N05IT O RAY 0951146 PROPERTY IME --- PROPOSED 9011 OP NAY — — — — PROPOSED SLOPE E15FMIN1 PROPOSED UTNTY EASEMENT 50' 0351146 MONT O NAT PATI 0510 A 40 60 $CAIS IN TETT PLAN N. PARCEL NO. TOTAL AREA• PROW Cr NAY REMANCIA 065211161 �f 90311 METRO IAO OE`5LONMENT INC 3X590-1395 52196 0 5'2.196 - - METRO 24140 UCYEEOPMOIT NC 336590-1400 47.241 0 41241 METRO LAO DEVELOPMENT INC . 336590-1405 11.940 0 27,940 - fid/LL40 RUNIC ENTERPRISES 000260-0013 10.036 0 10,011 101U0SON AMY • 000160-0001 21190 0 _.--- 14.490 WTI ROUTE • 336590-1570 SEE 9ECT 97 • SP. 20111PIE 9815 NOR: AL 44015 N SWATS MET. DMA FOR TOTAL AREA PER 191 COUNTY ASSESSOR. 3 1 - IL u o- F t v J PUBLIC WORKS DEPT_ ��!=•ENOINEERINO•STREETS•WATER•SEWER•BEIILDO NO• N E. KPQ rrcN�i1 I�s��Nlw 9amr7a INTERURBAN AVENUE S { 103 104 Mow n tl1M"N01 90% REVIEW SUBMRTAL dNeS NNS 1�1a RIGHT OF WAY PLANS STA 0/+00 TO STA 49+00 c A4 Nvu14o Mm 01/1214 fid/LL40 1336590-14051 1336590-14151 1136890-14251 00 1.53036 L•0022' 5328662 I-51027' 2] 1=261.21. R•2064 79 13365Po-144 53+00 _ 52100 FOUND ON IN CASE STA 52+93.16, D.06' RT H Arcs<c w Raw 4 \I-7F GIA MON NCASE LEGEND - - — EMSIMO WW1 OF WAT CENNTER ( — ——' EMSRIO RIWI OF NAT ..._.._ ._.. EMSTPNG PROPERTY UE - -- PROPOAO RICHT U MAT PROPOSED SLOPE EASEMENT PROPOSED UTILITY EASEMENT 0251140 BON OF WAY WAN NAME PARCEL NO TOTAL AREA. MONT OF MAY REMANDO EASEMENT !Eft RIGHT METRO LAID OEMFIOPMEN1S NC • 3.16590-1405 SE SHEET 99 WALE PROPER. LTC 136590-1415 20000 0 25000 - MASOIMEOT AMHONY k ABET 336590-1420 10900 0 12.903 - BAW PAMELA J3.36590-1+15 10900 0 NKK CHARLENE 336590-1435 10100 0 11100 - - NAPIER MESON k &SSE N 336590-1040 9.500 0 0.500 - - KNUOSOIN JERRY • 000200-0001 SEE 9NER 08 00100*4 NK515(30 P0013E05 336590-1651 253,558 0 - 253,568 - • PAM MULTRE MEETS NOTE: ALL ARDS N SOME MT. DATA FOR TOTAL AREA PER KM COUNTY ASSESSOR. O 5 11 60 c0O5 IN FTFT PLAN SCALL: 1" . 16 V PUBLIC WORKS DEPT_ • ENGINEERING •STREETS • WATER• SE WER•BUILDING• doe desime4 lox 1/13 dam Kw 1/13 checked SFA 1/13 mina ox 1/13 KPG •aRPam 9ioAnMm 0030109 OAma'N ..Nw. 90% REVIEW SUBMITTAL INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 49+00 TO 57* 54+00 104 104 Selo 6WtlIMR404MI male WA sk 019 J Widener & Associates Transportation & Environmental Planning 10198 32" 1S, Suite 0, EAerett, N\ \ 98294 Tel (425) 348-3059 Fa (425) 348-3124 Harry Haslam WSDOT Local Programs Northwest Region PO Box 330310 Seattle, WA 98133-9710 Hazardous Materials Memo Interurban Avenue Improvements City of Tukwila, King County Dear Mr. Haslam, February 4, 2013 This memo has been prepared to provide the locations of hazardous material sites in the vicinity of the Interurban Avenue Improvement project and analyze the potential risk for such materials to cause contamination as a result of this project. Since the project is located in a developed area with commercial/industrial businesses in the vicinity and will involve ground disturbing activities, it has the potential to encounter contamination. A search of the Department of Ecology's facility/site database was conducted to identify properties within a 0.5 mile radius of project limits. Properties included in the search consisted of voluntary cleanup sites (VCS), state cleanup sites (SCS), leaking underground storage tanks (LUST), and underground storage tanks (UST). Table 1 below summarizes these sites. They are also shown on the attached map. Table 1: Sites/Facilities within 0.5 miles of project limits DOE Facility # Facility Name Distance from project Description Program End Date 24564692 Barnard Motors 0.14 miles north UST LUST 8/6/2000 - 54824185 7 Eleven 27482 0.07 miles north VCS VCS LUST UST - 11/27/2006 - 5/3/2000 17435391 Milton C Young 0.05 miles east UST 5/3/2000 17036781 Becker Trucking Inc. 0.06 miles east VCS LUST UST 7/2/1998 6/3/1998 10/1/1998 2304 DJB Trucking 0.13 miles east Independent Cleanup 8/1/2006 59337954 Jumbo Deli/Gasco/76 Adjacent to project limits UST LUST - 9/27/1995 2589 Renton Sand & Gravel Riverview 0.16 miles south SCS - 18434384 Family Fun Center/Nielson Property/Renton Sand & Gravel 0.34 miles southeast SCS VCS - 7/19/2006 32873432 Daniel Boone Paint Co 0.49 miles south SCS - VCS 6/16/2006 LUST - UST 8/6/1996 3595516 Shell 121333 0.34 miles south VCS 10/24/2012 UST 7/10/2006 LUST 10/24/2012 79747985 Unocal 5918 0.42 miles UST 3/20/2000 southwest LUST 4/12/1993 LUST 8/16/1989 2545 Albatross Production/ 0.31 miles UST - Minolta Bldg southwest LUST 12/20/1995 77163325 City of Tukwila 0.34 miles southwest UST 5/3/2000 11572949 Arco 06155 0.47 miles west VCS - VCS 6/30/2011 LUST - UST - Only one site is located adjacent to the project: the Jumbo Deli/Gasco/76 station (highlighted). This property is a gas station listed for a LUST with remedial action completed in 1995 and a status of `reported cleaned up'. A more recent listing in 2011 indicated that the site reverted back to a `cleanup started' status. The LUST details are attached. Other USTs at this site are still operational. Though minor right-of-way takes will be required for this project, it will not impact the 76 station. No other facilities were identified within project limits. As all work will be completed within existing right-of-way at the 76 station location, it is not anticipated that project activities will encounter contamination. The project will involve relatively minor amounts of excavation (1 — 6 feet for most activities, with up to 10 feet for utility work in some areas). Excavation will be less than 12 inches in existing right-of-way near the gas station in order to reconstruct the driveway and sidewalks. Other improvements in the vicinity of the gas station include the installation of storm drain and water meter, a fire hydrant and a luminaire base which require 3 — 5 feet of excavation but these activities will be well away from the property line and away from the underground storage tanks. WSDOT General Special Provisions will be included in the contract for the handling and disposal of petroleum contaminated soils in the event that they are encountered. Sincerely, /4„,/r, /LC - Ross Widener Widener & Associates \ f 1 Interurban Avenue Facility/Site Map ♦ FAtiUV/SIT E pi cTAgeR AI'P12D)(tMi4TE 0.5 64 (Le winius 0.5 m i Le Interurban Avenue Facility/Site Map MCIuD1/51TE . puriscr AREA ApPervetM4TU 0.5 MILE IZWPIuT 6.5 MtLC DE rANrmipir ik'F -1ECOLOGY 12- .mw , r Leaking Underground Storage Tanks list 1/30/2013 Legend on last page. King County City of TUKWILA Cleanup Site: Unit: Release: Detail: GASCO 14905 INTERURBAN AVE S TUKWILA GASCO Release Status LUST - Cleanup Started LUST -RCU LUST - Cleanup Started 98168 Date 8/19/1993 9/27/1995 7/1/2011 Cleanup Site ID: Facility ID: Unit Type: Upland 9838 59337954 Process Type: * Historic Release ID: Media Affected Soil Soil Soil Soil Independent Action 4596 Contaminant Type Benzene Petroleum -Diesel Petroleum -Gasoline Petroleum -Other Latitude: Longitude: 47.470 -122.254 View Vicinity Map * cuID: 9530 LUST ID: 2912 UST ID: 12765 Status S S S S Toxics Cleanup Program IntegratedSlteinformation System a . s !r Page 1 of 3 oarngrUNTOF :ECOLOGY pot5 atwmhi on Leaking Underground Storage Tanks 1/30/2013 Legend on last page. About the Leaking Underground Storage Tanks Site List: The Cleanup Status assigned by the Department of Ecology to a Leaking Underground Tank Site is based on an informal review of the information we have received regarding the cleanup. A formal review could determine that the site has not been cleaned up to Model Toxics Control Act standards. Formal reviews including potential No Further Action determinations are available under the fee-based Voluntary Cleanup Program. LUST = Leaking Underground Storage Tank UST = Underground Storage Tank Cleanup Status Definitions: Awaiting Cleanup — Discovered or reported release, yet no active cleanup measures taken; or, Site check (identified the source) begun or completed, yet no active cleanup measures taken; or, Site characterization begun or completed, yet no active cleanup measures taken. Cleanup Started -- Responsible party has initiated physical, biological, or chemical management of release (e.g. soil excavated, groundwater pumped, vapors extracted, free product removed, oxygen added, etc.). Site investigations and emergency responses (e.g. venting explosive vapors, providing bottled water) do not qualify as activities under Cleanup Started. Monitoring — Groundwater monitoring is the only activity occurring at the site; or, Site has been characterized, only low levels of soil and/or groundwater contamination remain, and natural attenuation is the chosen cleanup method; or, Confirmational monitoring following active cleanup measures. No Further Action (NFA) — Cleanup report has been formally reviewed by Ecology under the fee-based Voluntary Cleanup Program and resulted in a No Further Action status; and, Institutional controls may have been required due to soil contamination that may remain under existing structures or in otherwise inaccessible areas. No Further Action (NFA) Determination II / SHA -- No further action based on an Initial Investigation (II) or Site Hazard Assessment (SHA). Notification — Used to track when Ecology is notified of a new LUST release. WAC 173-340-450 (2)(a) requires UST owners / operators to report confirmed releases to Ecology within 24 hours. Reported Cleaned Up (Historic Data Only) -- Owner or consultant reports that contamination has been cleaned up; and/or. Some soil contamination may remain under existing structures or in otherwise inaccessible areas if groundwater is not threatened and there has been no migration of contamination into the structure; and, Cleanup report has not been formally reviewed by Ecology. A formal review could determine that the site has not been cleaned up to MTCA standards. Contaminant Type Key: B - Below Cleanup Level C - Confirmed Above Cleanup Level S - Suspected R - Remediated; RA - Remediated-Above; RB - Remediated-Below 'Toxics Cleanup Program Integrated Site Inform at on System E i' (..4i Page2of3 SOCIAL & COMMUNITY IMPACTS DECISION MATRIX The following decision matrix is a step -wise approach that uses a series of questions with Yes/No answers to provide direction on when additional analysis and documentation is appropriate for a proposed project. If additional documentation is necessary, consider all potential sources of impacts to protected populations in the analysis. 1) Are any protected populations present within the proposed limits of the project's impacts? Yes Proceed to question 2. No — Document findings on ECS and include demographics data; findings should be confirmed by using at least two information sources. No further analysis is required. 2) Does the proposed project: a) Require any right of way acquisition or relocations? ✓ Yes JNo b) Require any traffic detours during construction? Dyes P No c) Result in any noise impacts to surrounding sensitive receptors, specific to affected populations present? [jYes fNo d) Result in any air quality impacts? Yes [JNo e) Result in changes to the access of existing roadway, adjacent residences, or businesses? _Yes _ ✓No f) Divide the community, restrict access to services, or affect the overall cohesion of the community? Yes FINo g) Result in or increase exposure to hazardous materials or other health effects? nYes n No If you answered Yes to any of the previous questions, documentation is required. The local agency must describe and analyze the proposed project's potential to result in impacts to protected populations. Consider all potential sources of impacts to protected populations in the analysis. If you answered No to all of questions 2a through 2g, proceed to question 3. 3) Will the proposed project result in any other impacts to any known protected populations? Yes — Describe and analyze the proposed project's potential to result in impacts to protected populations. Consider all potential sources of impacts to protected populations in the analysis. Also consider any offsetting benefits received specific to the affected population. 93 Widener & Associates Transportation & Environmental Planning 10108 32"'d ale W, Suite D, l:xerett, A% N. 98204 Tel (425) 348-3059 Fax (425) 348-3124 ENVIRONMENTAL JUSTICE MEMORANDUM TO: Phil Segami FROM: Ross Widener SUBJECT: Analysis of Possible Project Impacts on Populations DATE: 2/4/2013 In compliance with Presidential Executive Order 12898, DOT Order 5610.2, FHWA Order 6640.23, and Title VI of the Civil Rights Act of 1964, an environmental justice (EJ) analysis was conducted for the Interurban Avenue Improvement Project. The purpose of this EJ analysis is to identify minority and low-income groups in the project area and any impacts that may occur to these populations as a result of the proposed project. As right-of-way acquisition is required for this project, further EJ documentation is being provided. Minority and low-income groups were identified in a demographics study that utilized 2010 Census data and data from the American Community Survey obtained from EPA's EJ View web tool. The project area is represented by Census Tract 262. Data within a 0.5 mile radius of the project area showed the following demographics: Proiect Vicinity Demo eranhics Total Population 4,199 White 53% Black 10% American Indian 1% Asian 22% Pacific Islander 5% Some Other Race 3% Two or More Races 6% Total Hispanic 12% Total Non -Hispanic 88% Speaks English Less than Very Well 15% Below Poverty Level 8% It should be noted that the U.S Census Bureau defines race and Hispanic origin (also known as ethnicity) as two separate and distinct concepts. Persons who identify themselves as Hispanic can be of any race and are thus separated from the other races in the above table. Local school data was also obtained. The nearest school to project limits is Tukwila Elementary, located about 0.23 miles to the west. According to the Office of Superintendent of Public r1 0 Instruction - Washington State Report Card, Tukwila Elementary School had the following demographics for the 2011-2012 school year: Tukwila Elementary Demo sranhics Total Student Body 524 - 535 White 19.1% American Indian/Alaskan Native 0.6% Asian 24.3% Pacific Islander 2.8% Asian/Pacific Islander 27.1% Black 17.2% Hispanic 26.0% Two or More Races 10.1% Free or Reduced -Price Meals 73.9% Transitional Bilingual 30.5% Both the Census and school data are attached. This project proposes to reconstruct Interurban Avenue from its intersection at Fort Dent way to 143`d Street. Improvements include widening the street to include sidewalks with curb and gutter, landscaped medians, storm drainage facilities, roadway channelization, stabilizing the section of road immediately adjacent to the banks of the Green River, and utility work. These improvements will not lead to any long term impacts since they do not result in the creation of new roads, increased road capacity or long term noise increases, displacements, or relocations. Access to properties and through the area will be maintained at all times during construction. Short term noise increases will be the primary impact during construction and would affect all populations equally. They will be minimized by conducting construction activities Monday through Friday during normal business hours. No other social, environmental, or economic impacts are anticipated as a result of this project. No detours will be required. Though small takes of right-of-way is required for this project, it will not result in any impacts to buildings or structures, nor will it result in the displacement/relocation of protected populations. A total of 0.45 acres of right-of-way will be acquired. Interurban Avenue South within the project area is served by multiple King County Metro transit routes. A search of the King County Metro website showed that routes 150, 154, 161, and 280 have stops within the project area. It is anticipated that the stops will remain in service throughout construction but may be temporarily relocated at times depending on activities at those locations. This project will benefit all populations equally by improving pedestrian access, safety, and general driving conditions. Based on the analysis presented in this report, it is concluded that EJ populations will not experience disproportionately high adverse impacts as a result of this project. EJView ACS Summary Report Location: -122.249594,47.466281,-122.250195,47.465700,-122.252598,47.467615,-122.256975,47.474229,-122.258263,47.. Study Area: 0.5 miles around the polygonal location Summary of ACS Estimates Population Population Density (per sq. mile) Minority Population Minority Households Housing Units Housing Units Built Before 1950 Per Capita Income Land Area (sq. miles) (source: SF1) % Land Area Water Area (sq. miles) (Source: SF1) % Water Area 2006 - 2010 ACS Estimates 2006-2010 4,199 2,135 2,229 53% 1,827 1,992 192 23,092 1.97 97% 0.05 3% Percent MOE (±) Population by Race Total 4,199 100% 684 Population Reporting One Race 3,952 94% 2,199 White 2,244 53% 516 Black 402 10% 685 American Indian 46 1% 123 Asian 908 22% 225 Pacific Islander 229 5% 230 Some Other Race 122 3% 420 Population Reporting Two or More Races 248 6% 411 Total Hispanic Population 490 12% 571 Total Non -Hispanic Population 3,709 White Alone 1,971 47% 516 Black Alone 402 10% 685 American Indian Alone 46 1% 123 Non -Hispanic Asian Alone 908 22% 225 Pacific Islander Alone 229 5% 230 Other Race Alone 0 0% 123 Two or More Races Alone 153 4% 313 Population by Sex Male 2,258 54% 452 Female 1,941 46% 414 Population by Age Age 0-4 368 9% 223 Age 0-17 877 21% 366 Age 18+ 3,322 79% 427 Age 65+ 323 8% 168 Data Note: Detail may not sum to totals dues to rounding. Hispanic population can be of any race. N/A means not available. Source: U.S. Census Bureau, American Community Survey (ACS) 2006 - 2010. f1 EJView ACS Summary Report Location: -122.249594,47.466281,-122.250195,47.465700,-122.252598,47.467615,-122.256975,47.474229,-122.258263,47. Study Area: 0.5 miles around the polygonal location Population 25+ by Educational Attainment Total Less than 9th Grade 9th - 12th Grade, No Diploma High School Graduate Some College, No Degree Associate Degree Bachelor's Degree or more POPULATION AGE 5+ YEARS BY ABILITY TO SPEAK ENGLISH Total 2006 - 2010 ACS Estimates Percent MOE (±) 2,857 100% 402 109 4% 141 292 10% 170 785 27% 233 1,033 36% 213 265 9% 138 638 22% 204 3,831 100% 602 Speak only English 2,406 63% 495 Non-English at Home'+2'3'4 1,425 37% 429 'Speak English "very well" 849 22% 293 2Speak English "well" 372 10% 236 3Speak English "not well" 160 4% 169 4Speak English "not at all" 45 1% 136 3+4Speak English "less than well" 205 5% 169 2+3+4Speak English "less than very well" 577 15% 257 POPULATION AGE 5+ YEARS BY LANGUAGE SPOKEN AT HOME Total N/A N/A N/A Speak only English N/A N/A N/A Non-English Speaking N/A N/A N/A Population by Place of Birth for the Foreign -Born Total N/A N/A N/A Europe N/A N/A N/A Asia N/A N/A N/A Africa N/A N/A N/A Oceania N/A N/A N/A Americas N/A N/A N/A Households by Household Income in 1999 Household Income Base 1,827 100% 203 < $15,000 144 8% 168 $15,000 - $25,000 227 12% 183 $25,000 - $50,000 796 44% 214 $50,000 - $75,000 298 16% 144 $75,000 + 361 20% 181 Occupied Housing Units by Tenure Total 1,827 100% 203 Owner Occupied 726 40% 147 Renter Occupied 1,100 60% 199 Data Note: Detail may not sum to totals dues to rounding. Hispanic population can be of any race. N/A means not avialable. 2006-2010 AC5 5 -year Estimates: The American Community Survey (ACS) summary files provide nation-wide population and housing characteristic data at all Census summary levels down to the Block Group level. This data was collected between January 1, 2006 and December 31, 2010. ACS replaces the decennial census sample data, and is not the 2010 Census population counts data. (http://www.census.gov/acs/www/#fragment-3) Margin of error (MOE): The MOE provides a measure of the uncertainty in the estimate due to sampling error in the ACS survey. Applying the MOE value yields the confidence interval for the estimate. For example, an estimate value of 50 and +/- MOE of 5 means the true value is between 45 and 55 with a 90 percenet certainty (http://www.census.gov/acs/www/Downloads/data_documentation/Accuracy/MultiyearACSAccuracyofData2010.pdf). Maximum MOE is shown for each value within study area. Source: U.S. Census Bureau, American Community Survey (ACS) 2006 - 2010. Washington State Report Card P! Office of Superintendent of Public Instruction Washington State Report Card Iti Home P Feedback District Non -District ESD P-20 High School Feedback Summary MSP/HSPE EOC AYP Summary Tukwila Elementary WAAS PORT >District >Washington State >Tukwila School District >Tukwila Elementary Tukwila Elementary Principal Steve Salisbury 206.901.7500 Select year: 2011-12 NAEP CTE Tools: W E LPA Search: ()School °District School Web Site 5939 S 149TH ST TUKWILA 98168 Grade Span: PK -5 Tukwila School District 9/15/2011 2011-12 MSP/HSPE Results (Administration Info) Grade Level 3rd Grade Reading 57.8% Math 53.0% Writing Science 4th Grade 64.7% 55.3% 54.8% 5th Grade 78.8% 73.8% 76.3% Percent Meeting Standard Percent Meeting Standard 100 80- 60- 40- 20 - Reading 0 100 80- 60 - 40 - 20 - 0 1 1 I 3rd 4th 5th 2009-10 MSP,/HSPE NMI 2011-12 MSPIHSPE MIN 2010-11 MSPJHSPE Math 3rd 4th 5th 2009-10 MSP/HSPE Inn 2011-12 MSPHSPE MINI 2010-11 MSP/HSPE Compare My School AMO HS Dual Credit Print Friendly„ tudent Demographics Enrollment October 2011 Student Count 535 May 2012 Student Count 30 524 Gender (October 2011) Teachers with at least a Master's Degree 56.7% Male 270 50.5% Female 265 49.5% Race/Ethnicity (October 2011) 24 ESEA Highly Qualified Teacher Information American Indian/Alaskan Native 3 0.6% Asian 130 24.3% Pacific Islander 15 2.8% Asian/Pacific Islander 145 27.1% Black 92 17.2% Hispanic 139 26.0% White 102 19.1% Two or More Races 54 10.1% Special Programs Free or Reduced -Price Meals (May 2012) 387 73.9% Special Education (May 2012) 47 9.0% Transitional Bilingual (May 2012) 160 30.5% Migrant (May 2012) 0 0.0% Section 504 (May 2012) 3 0.6% Foster Care (May 2012) 0 0.0% Other Information (more info) Unexcused Absence Rate (2011-12) 400 0.6% Teacher Information (2011-12) (more info) Classroom Teachers 30 Average Years of Teacher Experience 9.4 Teachers with at least a Master's Degree 56.7% Total number of teachers who teach core academic classes 24 0/0 of teachers teaching with an emergency certificate 0.0% 0/0 of teachers teaching with a conditional certificate 0.0% Total number of core academic classes 24 ESEA Highly Qualified Teacher Information of classes taught by teachers meeting ESEA highly qualified (HQ) definition 95.8% 0/0 of classes taught by teachers who do not meet ESEA HQ definition 4.2% http://reportcard.ospi.k12.wa.us/Summary.aspx?groupLevel=District&schoolId=1381&reportLevel=School&orgLinkId=1381&yrs=&year=2011-12[2/4/2013 4:32:55 PM] (1 J LISTED AND PROPOSED ENDANGERED AND THREATENED SPECIES AND CRITICAL HABITAT; CANDIDATE SPECIES; AND SPECIES OF CONCERN IN KING COUNTY AS PREPARED BY THE U.S. FISH AND WILDLIFE SERVICE WASHINGTON FISH AND WILDLIFE OFFICE (Revised March 15, 2012) LISTED Bull trout (Salvelinus confluentus) Canada lynx (Lynx canadensis) Gray wolf (Canis lupus) Grizzly bear (Ursus arctos = U. a. horribilis) Marbled murrelet (Brachyramphus marmoratus) Northern spotted owl (Strix occidentalis caurina) Major concerns that should be addressed in your Biological Assessment of project impacts to listed animal species include: 1. Level of use of the project area by listed species. 2. Effect of the project on listed species' primary food stocks, prey species, and foraging areas in all areas influenced by the project. 3. Impacts from project activities and implementation (e.g., increased noise levels, increased human activity and/or access, loss or degradation of habitat) that may result in disturbance to listed species and/or their avoidance of the project area. Castilleja levisecta (golden paintbrush) [historic] Major concerns that should be addressed in your Biological Assessment of project impacts to listed plant species include: 1. Distribution of taxon in project vicinity. 2. Disturbance (trampling, uprooting, collecting, etc.) of individual plants and loss of habitat. 1. Changes in hydrology where taxon is found. DESIGNATED Critical habitat for bull trout Critical habitat for the marbled murrelet Critical habitat for the northern spotted owl c o PROPOSED None CANDIDATE Fisher (Martes pennanti) — West Coast DPS North American wolverine (Gulo gulo luteus) — contiguous U.S. DPS Oregon spotted frog (Rana pretiosa) [historic] Yellow -billed cuckoo (Coccyzus americanus) Whitebark pine (Pinus albicaulis) SPECIES OF CONCERN Bald eagle (Haliaeetus leucocephalus) Beller's ground beetle (Agonum belieri) Cascades frog (Rana cascadae) Hatch's click beetle (Eanus hatchi) Larch Mountain salamander (Plethodon larselli) Long-eared myotis (Myotis evotis) Long-legged myotis (Myotis volans) Northern goshawk (Accipiter gentilis) Northern sea otter (Enhydra lutris kenyoni) Northwestern pond turtle (Emys (= Clemmys) marmorata marmorata) Olive -sided flycatcher (Contopus cooperi) Pacific lamprey (Lampetra tridentata) Pacific Townsend's big -eared bat (Corynorhinus townsendii townsendii) Peregrine falcon (Falco peregrinus) River lamprey (Lampetra ayresi) Tailed frog (Ascaphus truei) Valley silverspot (Speyeria zerene bremeri) Western toad (Bufo boreas) Aster curtus (white -top aster) Botrychium pedunculosum (stalked moonwort) Cimicifuga elata (tall bugbane) Endangered Species Act Status of West Coast Salmon de. Steelhead ((Wated dug. 11. 2011). •Species,' . Current .. Endangered SpeciesAet." . Listing Status' ESA LislingActions •UndtTRevfew: Sockeye Salmon (Oncorhynchus nerka) 1 2 Snake River ',_`,�_. Ozette Lake - „�.L,,,ned 3 Baker River Not Warranted 4 Okanogan River Not Warranted 5 Lake Wenatchee Not Warranted 6 Quinalt Lake Not Warranted 7 Lake Pleasant Not Warranted Chinook Salmon (0. tshmtytscha) 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Sacramento River Winter -run ::.� �T";d Upper Columbia River Spring -run T Snake River Spring/Summer-run Threatened Snake River Fall -run Threatened Puget Sound _Threatened Lower Columbia River J. emend Upper Willamette River Iitireatened Central Valley Spring -run hre eened California Coastal . reatened Central Valley Fall and Late Fall -ran' , Species of Concern Nol Warranted Upper Klamath -Trinity Rivers Oregon Coast Not Warranted Washington Coast Nol Warranted Middle Columbia River spring -run Not Warranted Upper Columbia River summer/fall-run Not Warranted Southern Oregon and Northern California Coast Not Warranted Deschutes River summer/fall-run Not Warranted Coho Salmon (0. kistach) 25 26 27 28 29 30 31 Central California Coast Southern Oregon/Northem California reatened Lower Columbia River hr d • Critical habitat Oregon Coast hreatened Southwest Washington Undetennined Puget Sound/Strait of Georgia .Species ofConcern Not Warranted Olympic Peninsula Chum Salmon (0. keta) 32 33 34 35 Hood Canal Summer -run 3 reatened Columbia River eatened Puget Sound/Strait of Georgia Not Warranted Pacific Coast Not Warranted Steelhead (0. mykiss) 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Southern California L—:-1 Upper Columbia River reatened Central California Coast Threatened' South Central California Coast .• .!T . Snake River Basin Lower Columbia River -Threatened California Central Valley ,Threatened Upper Willamette River Threatened Middle Columbia River Threatened Northern California reatened Oregon Coast Species of Concern Not Warranted Southwest Washington Olympic Peninsula Not Warranted Puget Sound Threatened • Critical habitat Klamath Mountains Province Not Warranted Pink Salmon (0. gorhuscha) 51 52 Even -year Nol Warranted Odd -year Nol Warranted 1 The ESA defines a "species" to include any distinct population segment of any spc ies of vertebrate fish or wildlife. For Pacific salmon, NOAA Fisheries Service considers an evolutionarily significant unit, or "ESU," a "species' under the ESA. For Pacific steelhead, NOAA Fisheries Service has delineated distinct population segments (DPSs) for consideration as "species" under the ESA. Robin Tischmak From: Carol Lumb Sent: Tuesday, January 21, 2014 12:10 PM To: 'rwidener@prodigy.net' Cc: Minnie Dhaliwal; Sandra Whiting; Robin Tischmak; Jack Pace Subject: Interurban SEPA and Shoreline Exemption Request Dear Mr. Widener: I am responding to your November 19, 2013 e-mail to Jack Pace with two attached letters requesting exemptions from submitting SEPA and shoreline substantial development permit applications for construction on Interurban Avenue to include the addition of pedestrian facilities on both sides of the street. I apologize for the delay in getting back to you. We have reviewed the requests and determined that the project may be exempt from SEPA per WAC 197-11-800 (2)(c) as long as the storm pipe replacement in Interurban does not exceed the SEPA exemption threshold of eight inches (WAC 197-11-800 (23), but that the project involves more than maintenance/replacement of the gabion wall along the shoreline and therefore is not exempt from needing a shoreline substantial development permit. In addition, all trees removed from the shoreline jurisdiction must be replaced, based on the requirements of TMC 18.44.080. Rather than requiring a separate shoreline vegetation removal permit, compliance with this section of the City's Shoreline Master Program can be addressed through the shoreline substantial development permit. Please let me know if you have any questions — my contact information is listed below. Carol Lumb Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206-431-3661 CaroiLumbna. Tukwila Wa.gov Tukwila, the City of opportunity, the community of choice. 1 at* a f .J unta& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: Mailing requested by: Carol Lumb x Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _23 day of April , _2013 Project Name: Interurban Avenue Improvements Project Number: p114-0016 Associated File Number (s): L14-0022 Mailing requested by: Carol Lumb Mailer's signature: W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Interurban Avenue Improvements—Shoreline Substantial Development Permit Application Location: Interurban Ave. S. btw Ft. Dent Way and S. 143rd 'o•_ ' AOR ""�" .� '�� , Applicant: Robin Tischmak, City of Tukwila File# L14-0022 Project Planner: Carol Lumb, 206-431.3661 or Carol.Lumb@tukwilawa.gov Project Description: Road repair and improve- ments to approx. 4,100 linear ft. including in- stalling sidewalks, curb, gutter, new water main, replacing storm drainage and storm water facili- ties, removal of an existing gabion wall and construction of a new soldier pile wall in the same location within shoreline jurisdiction. Comments & Appeals: The application is available for review at the City of Tukwila, Dept of Community Development (DCD), located at 6300 Southcenter Blvd., #100, Tukwila WA 98188. Your written comments on the project are requested and can be delivered to DCD at the above email or postal addresses. Comments must be received by 5:00 PM on Wednesday, May 22, 2014. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3661. Your are receiving this notice because you are a property owner or tenant within 500 ft. of this project. City of Tukwila Notice of Application Interurban Avenue Improvements—Shoreline Substantial Development Permit Application Location: Interurban Ave. S. btw Ft. Dent Way and S. 143rd Applicant: Robin Tischmak, City of Tukwila File# L14-0022 Project Planner: Carol Lumb, 206-431.3661 or Carol.Lumb@tukwilawa.gov Project Description: Road repair and improve- ments to approx. 4,100 linear ft. including in- stalling sidewalks, curb, gutter, new water main, replacing storm drainage and storm water facili- ties, removal of an existing gabion wall and construction of a new soldier pile wall in the same location within shoreline jurisdiction. Comments & Appeals: The application is available for review at the City of Tukwila, Dept of Community Development (DCD), located at 6300 Southcenter Blvd., #100, Tukwila WA 98188. Your written comments on the project are requested and can be delivered to DCD at the above email or postal addresses. Comments must be received by 5:00 PM on Wednesday, May 22, 2014. You may request a copy of any decision, information on hearings, and your appeal rights by calling 200-431-3661. Your are receiving this notice because you are a property owner or tenant within 500 ft. of this project. City of Tukwila Notice of Application Interurban Avenue Improvements—Shoreline Substantial Development Permit Application Location: Interurban Ave. S. btw Ft. Dent Way and S. 143rd Applicant: Robin Tischmak, City of Tukwila File# L14-0022 Project Planner: Carol Lumb, 206-431.3661 or Carol.Lumb@tukwilawa.gov Project Description: Road repair and improve- , ments to approx. 4,100 linear ft. including in- stalling sidewalks, curb, gutter, new water main, replacing storm drainage and storm water facili- z,,,�_ ._.. tip.. z ..� ties, removal of an existing gabion wall and construction of a new soldier pile wall in the same location within shoreline jurisdiction. Tuc Comments & Appeals: The application is • available for review at the City of Tukwila, Dept of Community Development (DCD), located at 6300 Southcenter Blvd., #100, Tukwila WA 98188. Your written comments on the project are requested and can be delivered to DCD at the above email or postal addresses. Comments must be received by 5:00 PM on Wednesday, May 22, 2014. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3661. Your are receiving this notice because you are a property owner or tenant within 500 ft. of this project. City of Tukwila Notice of Application Interurban Avenue Improvements—Shoreline Substantial Development Permit Application Location: Interurban Ave. S. btw Ft. Dent Way and S. 143rd Applicant: Robin Tischmak, City of Tukwila File# L14-0022 Project Planner: Carol Lumb, 206-431.3661 or Carol.Lumb@tukwilawa.gov Project Description: Road repair and improve- ments to approx. 4,100 linear ft. including in- stalling sidewalks, curb, gutter, new water main, replacing storm drainage and storm water facili- ties, removal of an existing gabion wall and construction of a new soldier pile wall in the same location within shoreline jurisdiction. TUC,'Comments & Appeals: The application is available for review at the City of Tukwila, Dept of Community Development (DCD), located at 6300 Southcenter Blvd., #100, Tukwila WA 98188. Your written comments on the project are requested and can be delivered to DCD at the above email or postal addresses. Comments must be received by 5:00 PM on Wednesday, May 22, 2014. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3661. Your are receiving this notice because you are a property owner or tenant within 500 ft. of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 0 AGENCY LABELS ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( )US Dept of HUD ( ) National Marine Fisheries Service Section 2 ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife, MillCreek Office X WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 HINGTON STATE AGENCIES ( ) Dept of Social & Health Services Dept of Ecology NW Regional Office, Shoreland Div. SHORELINE NOD REQUIRES RETURN RECEIPT ( ) Dept of Ecology, SEPA **Send Electronically Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office ion 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque Section ( ) KC Public Library System ipokoster Library ( ) penton Library ( ) Kent Library ( ) Seattle Library SCHOOLS/LIBRARIES Westfield Mall Library ( ) Tukwila School District ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities ( ) Waste Management ( ) Tukwila City Dep Iv, Public Wor �( ) Police ( ) Planning ( ) Parks & Rec ( ) City Clerk Rah' A ments ( ) Fire ( ) Finance ( ) Building ( ) Mayor Section6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce `�`) Muckleshoot Indian Tribe * )Cultural Resources Fisheries Program Wildlife Program Duwamish Indian Tribe * Section 7'QTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA uwamish River Clean Up Coalition * ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwaimish ( ) Seattle Times ( ) South County Journal Sen 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website 14.0 614%.4. P:Admin\Admin Forms\Agency Checklist 0 Public Notice Mailings For Permits 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 Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (from PermitsPlus) Findings (staff report, usu. with MONS) 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 a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to; (within 8 days of decision; 21 -day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOZE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (printed out from PermitsPlus) 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:Admin\Admin Forms\Agency Checklist NAME VARACALLI VINCENT L TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA SCHNEIDER LYLE D SCHNEIDER GERALD #14338 PHIMCHINDA PHOMMA MIRACLE TEMPLE OF GOD IN CH MAPLE CREST APARTMENTS KWAN FAMILY L L C KRUSSEL ROBERT H+ARLENE C JOHN C RADOVICH LLC HOPPER PATRICIA A HILLCREST TUKWILA LLC FORT DENT WAY LLC CHIPPER INVESTMENTS LLC 3 BAIN & WELLS ALHADEFF MICHAEL D COMMUNITY ATTN CO JACK BILAN RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT C/O JSH PROPERTIES INC C/O EXECUTIVE HOUSE INC C/O GIBRALTAR LLC C/O MAGONE LAURENCE MEMBER ADDRLINE 516 FST #3 15130 65TH AVE S 6519 S 153RD ST 6515 S 153RD ST 6523 S 153RD ST 6715 FORT DENT WAY 6835 FORT DENT WAY 6720 FORT DENT WAY 14800 INTERURBAN AVE S 15100 65TH AVE S 14973 INTERURBAN AVE S 6250 S 151ST ST 14900 INTERURBAN AVE 5 14925 INTERURBAN AVE S 14805 INTERURBAN AVE S 14901 INTERURBAN AVE S 14903 INTERURBAN AVE S 14800 STARFIRE WAY 14900 INTERURBAN AVE S #130 7517 GREENWOOD AVE N 12724 SE 268TH ST 5732 S RYAN ST 1525 4TH AVE STE 400 18501 BRITTANY DR SW 18107 NORMANDY TER SW 2835 82ND AVE SE #300 PO BOX 88665 950 N 72ND ST #100 6839 FORT DENT WAY #134 PO BOX 60273 1270 KARROW AVE 6305 BEACH DR SW 6530 S 153RD ST CITYSTATE PORTTOWNSEND WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA KENT WA SEATTLE WA SEATTLE WA SEATTLE WA NORMANDY PARK WA MERCER ISLAND WA TUKWILA WA SEATTLE WA TUKWILA WA SEATTLE WA WHITEFISH MT SEATTLE WA TUKWILA WA ZIPCODE 98368 98188 98188 98188 98188 98188 98188 98188 98168 98188 98168 98188 98168 98168 98168 98168 98168 98188 98168 98103 98030 98178 98101 98166 98166 98040 98138 98103 98188 98160 59937 98136 98188 COMMUNITY MEMBER 6532 S 153RD ST TUKWILA WA 98188 COMMUNITY 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UNIT 114 TUKWILA WA 98188 COMMUNITY MEMBER 15138 65TH AVE S TUKWILA WA 98188 COMMUNITY MEMBER 15138 65TH AVE S #116 SEATTLE WA 98188 COMMUNITY MEMBER 119 S 60TH TACOMA WA 98188 COMMUNITY MEMBER 15138 65TH AVE S #118 TUKWILA WA 98188 ® COMMUNITY MEMBER 15138 65TH AVE S #119 SEATTLE WA 98188 COMMUNITY MEMBER 15138 65TH AVE S #120 TUKWILA WA 98188 COMMUNITY MEMBER 486 SUMMIT AVE MAPLEWOOD NJ 98188 COMMUNITY MEMBER PO BOX 16597 SEATTLE WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #202 TUKWILA WA 98188 COMMUNITY MEMBER 7914 S 120TH ST SEATTLE WA 98188 COMMUNITY MEMBER 9748 57TH AVE S SEATTLE WA 98188 COMMUNITY MEMBER 1849 SAWTELLE BLVD #700 LOS ANGELES CA 98188 COMMUNITY MEMBER 4643 S 348TH ST AUBURN WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #207 TUKWILA WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #208 TUKWILA WA 98188 COMMUNITY MEMBER 2805 NW MONTWOOD LN BREMERTON WA 98188 COMMUNITY MEMBER 19752 40TH AVE S SEATAC WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #211 TUKWILA WA 98188 COMMUNITY MEMBER 15140 65TH AVE S TUKWILA WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #214 TUKWILA WA 98188 COMMUNITY MEMBER 12909 13TH PL NE LAKE STEVENS WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #6216 TUKWILA WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #217 TUKWILA WA 98188 COMMUNITY MEMBER PO BOX 88204 SEATTLE WA 98188 0 COMMUNITY MEMBER 15140 65TH AVE S #220 TUKWILA WA 98188 COMMUNITY MEMBER 15140 65TH AVE S #221 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #301 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #302 TUKWILA WA 98188 COMMUNITY MEMBER 8616 137TH AVE SE NEWCASTLE WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #305 TUKWILA WA 98188 COMMUNITY MEMBER 5703 S LEO ST SEATTLE WA 98188 COMMUNITY MEMBER PO BOX 209 RENTON WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #308 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #309 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #310 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #311 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #312 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #313 TUKWILA WA 98188 0 COMMUNITY MEMBER 15142 65TH AVE S #314 TUKWILA WA 98188 COMMUNITY MEMBER 15142 65TH AVE S #315 TUKWILA WA 98188 COMMUNITY MEMBER 27758 214TH AVE SE MAPLE VALLEY WA 98188 COMMUNITY MEMBER 400 COUNTRYWIDE WAY SIMI VALLEY CA 98188 COMMUNITY MEMBER 15142 65TH AVE S #318 SEATTLE WA 98188 COMMUNITY MEMBER PO BOX 613 SUMNER WA 98188 COMMUNITY MEMBER PO BOX 33158 JUNEAU AK 98188 COMMUNITY MEMBER 10955 SE 169TH PL RENTON WA 98188 COMMUNITY MEMBER 15144 65TH AVE S APT 404 TUKWILA WA 98188 COMMUNITY MEMBER 3794 EMILIA DR PORT ORANGE FL 98188 COMMUNITY MEMBER 15144 65TH AVE S TUKWILA WA 98188 COMMUNITY MEMBER 15144 65TH AVE S #407 TUKWILA WA 98188 COMMUNITY MEMBER 1214 TAYLOR AVE N #301 SEATTLE WA 98188 COMMUNITY MEMBER PO BOX 95275 SEATTLE WA 98188 COMMUNITY MEMBER 15144 65TH AVE S UNIT 410 TUKWILA WA 98188 COMMUNITY MEMBER 15144 65TH AVE S #411 TUKWILA WA 98188 COMMUNITY MEMBER 4556 12TH AVE S SEATTLE WA 98188 COMMUNITY MEMBER 22302 97TH AVE W EDMONDS WA 98188 COMMUNITY MEMBER 15144 65TH AVE S #414 TUKWILA WA 98188 COMMUNITY MEMBER 15144 65TH AVE S #415 TUKWILA WA 98188 a COMMUNITY MEMBER 15144 65TH AVE S #416 TUKWILA WA 98188 COMMUNITY MEMBER 15144 65TH AVE S UNIT 417 TUKWILA WA 98188 COMMUNITY MEMBER 15144 65TH AVE S #418 SEATTLE WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #501 TUKWILA WA 98188 COMMUNITY MEMBER 1430E 52ND ST TACOMA WA 98188 COMMUNITY MEMBER 1546 65TH AVE S #503 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S UNIT 504 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #505 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #506 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #507 TUKWILA WA 98188 COMMUNITY MEMBER 2430 169TH PL SE BELLEVUE WA 98188 COMMUNITY MEMBER 1669 GEORGIA CT POINT ROBERTS WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #511 TUKWILA WA 98188 COMMUNITY MEMBER 3325 59TH AVE SW SEATTLE WA 98188 0 COMMUNITY MEMBER 15146 65TH AVE S #513 TUKWILA WA 98188 COMMUNITY MEMBER 2450 38TH ST BELLINGHAM WA 98188 COMMUNITY MEMBER 15146 65TH AVE S #515 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S UNIT 517 TUKWILA WA 98188 COMMUNITY MEMBER 15146 65TH AVE S UNIT 518 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #602 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #603 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #606 SEATTLE WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #607 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #608 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S UNIT 610 SEATTLE WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #611 TUKWILA WA 98188 COMMUNITY MEMBER 15148 65TH AVE S #612 TUKWILA WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #702 TUKWILA WA 98188 COMMUNITY MEMBER 15150 65TH AVE 5 #703 TUKWILA WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #704 TUKWILA WA 98188 COMMUNITY MEMBER 8616 42ND AVE 5 SEATTLE WA 98188 COMMUNITY MEMBER 72 DONAHEY RD COUPEVILLE WA 98188 COMMUNITY MEMBER 1430 SW 124TH ST BURIEN WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #709 TUKWILA WA 98188 (� COMMUNITY MEMBER 15150 65TH AVE S #710 TUKWILA WA 98188 ��JJ COMMUNITY MEMBER 15200 S 65TH AVE #711 TUKWILA WA 98188 COMMUNITY MEMBER 14025 2ND AVE SW BURIEN WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #713 TUKWILA WA 98188 COMMUNITY MEMBER 4720 MILL POND DR SE #507 AUBURN WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #715 TUKWILA WA 98188 COMMUNITY MEMBER 8624 RENTON AVE S SEATTLE WA 98188 COMMUNITY MEMBER 15150 65TH AVE S UNIT 719 TUKWILA WA 98188 COMMUNITY MEMBER 15150 65TH AVE S #720 TUKWILA WA 98188 COMMUNITY MEMBER 2131 LOWER PEOH PT RD CLE ELUM WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #802 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE 5 803 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #804 SEATTLE WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #805 SEATTLE WA 98188 ® COMMUNITY MEMBER 2355 JUDSON ST SAN DIEGO CA 98188 COMMUNITY MEMBER 15152 65TH AVE S #807 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S UNIT 808 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #809 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S TUKWILA WA 98188 COMMUNITY MEMBER 12811 12TH AVE S BURIEN WA 98188 COMMUNITY MEMBER 15152 65TH AVE 5 UNIT 812 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #813 TUKWILA WA 98188 COMMUNITY MEMBER 15200 65TH AVE S #814 TUKWILA WA 98188 COMMUNITY MEMBER 15152 65TH AVE S #824 TUKWILA WA 98188 COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY 0 COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY 0 COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY COMMUNITY MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER 15152 65TH AVE S #817 15152 65TH AVE S UNIT 819 8017 141ST AVE SE 705 E DECATUR ST 15152 65TH AVE S #822 15152 65TH AVE S #823 15154 65TH AVE S 901 15154 65TH AVE S 902 15154 65TH AVE S #903 15154 65TH AVE S #904 7320 E GREENLAKE DR N #202 15154 65TH AVE S UNIT 906 15154 65TH AVE 5 #907 15154 65TH AVE S #908 15154 65TH AVE S #909 644 STANDER BLVD #193 15154 65TH AVE S #912 16156 65TH AVE S #1001 10607 DES MOINES MEMORIAL 15520 ESTHER AVE SE 15156 65TH AVE S #1004 15156 65TH AVE S UNIT 1005 15156 65TH AVE S UNIT 1006 15156 65TH AVE S #1007 PO BOX 1463 15156 65TH AVE S 15156 S 65TH AVE #1010 15156 65TH AVE S #1011 SEATTLE WA TUKWILA WA NEWCASTLE WA TULSA OK TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA DR SEATTLE WA MONROE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA RENTON WA TUKWILA WA TUKWILA WA TUKWILA WA 1607 DES MOINES MEMORIAL DR SEATTLE WA 15156 65TH AVE S #1014 20410 33RD AVE NE 15156 65TH AVE S #1016 13909 GARBER ST 15156 65TH AVE S UNIT 1018 TUKWILA WA SEATTLE WA TUKWILA WA ARLETA CA TUKWILA WA 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 NAME ADD STREET unit # CITY ST ZIP TUKWILA 115138 65TH AVE S # 101 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 102 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 103 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 104 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 105 TUKWILA WA 98188-2513 TUKWILA 1 15138 65TH AVE S # 106 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 107 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 108 TUKWILA WA 98188-2513 TUKWILA 115138 65TH AVE S # 109 TUKWILA WA 98188-1513 TUKWILA 115138 65TH AVE S # 110 TUKWILA WA 98188-1513 TUKWILA 1 15138 65TH AVE S # 111 TUKWILA WA 98188-1513 TUKWILA 115138 65TH AVE S # 112 TUKWILA WA 98188-1513 TUKWILA 1 15138 65TH AVE S # 113 TUKWILA WA 98188-1513 TUKWILA 1 15138 65TH AVE S # 114 TUKWILA WA 98188-1513 TUKWILA 1 15138 65TH AVE S # 115 TUKWILA WA 98188-2514 TUKWILA 1 15138 65TH AVE S # 116 TUKWILA WA 98188-1513 TUKWILA 115138 65TH AVE S # 117 TUKWILA WA 98188-1513 TUKWILA( 15138 65TH AVE S # 118 TUKWILA WA 98188-1513 TUKWILA 115138 65TH AVE S # 119 TUKWILA WA 98188-2514 TUKWILA 115138 65TH AVE S # 120 TUKWILA WA 98188-1513 TUKWILA 1 15138 65TH AVE S # 121 TUKWILA WA 98188-2514 TUKWILA 1 15140 65TH AVE S # 201 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 202 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 203 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 204 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 205 TUKWILA WA 98188-1514 TUKWILA I 15140 65TH AVE S # 206 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 207 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 208 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 209 TUKWILA WA 98188-2516 TUKWILA 115140 65TH AVE S # 210 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 211 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 212 TUKWILA WA 98188-1514 TUKWILA M 15140 65TH AVE S # 213 TUKWILA WA 98188-2515 TUKWILA M 15140 65TH AVE S # 214 TUKWILA WA 98188-2515 TUKWILA i 15140 65TH AVE S # 215 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 216 TUKWILA WA 98188-1514 TUKWILA( 15140 65TH AVE S # 217 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 218 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 219 TUKWILA WA 98188-1514 TUKWILA 1 15140 65TH AVE S # 220 TUKWILA WA 98188-1514 TUKWILA 115140 65TH AVE S # 221 TUKWILA WA 98188-1514 TUKWILA 1 15142 65TH AVE S # 301 TUKWILA WA 98188-2517 TUKWILA 1 15142 65TH AVE S # 302 TUKWILA WA 98188-2517 TUKWILA 1 15142 65TH AVE S # 303 TUKWILA WA 98188-2517 TUKWILA1 15142 65TH AVE S # 304 TUKWILA WA 98188-2517 O 0 TUKWILA 1 15142 65TH AVE S # 305 TUKWILA WA 98188-2517 TUKWILA( 15142 65TH AVE S # 306 TUKWILA WA 98188-2517 TUKWILA i 15142 65TH AVE S # 307 TUKWILA WA 98188-2517 TUKWILA 115142 65TH AVE S # 308 TUKWILA WA 98188-2517 TUKWILA M 15142 65TH AVE S # 309 TUKWILA WA 98188-2517 TUKWILA 115142 65TH AVE S # 310 TUKWILA WA 98188-2518 TUKWILA 115142 65TH AVE S # 311 TUKWILA WA 98188-2518 TUKWILA(15142 65TH AVE S # 312 TUKWILA WA 98188-2518 TUKWILA ( 15142 65TH AVE S # 313 TUKWILA WA 98188-2518 TUKWILA 1 15142 65TH AVE S # 314 TUKWILA WA 98188-2518 TUKWILA 115142 65TH AVE S # 315 TUKWILA WA 98188-2518 TUKWILA 15142 65TH AVE S # 316 TUKWILA WA 98188-2518 TUKWILA i 15142 65TH AVE S # 317 TUKWILA WA 98188-2518 TUKWILA I 15142 65TH AVE S # 318 TUKWILA WA 98188-2518 TUKWILA 115144 65TH AVE S # 401 TUKWILA WA 98188-2519 TUKWILA I 15144 65TH AVE S # 402 TUKWILA WA 98188-2519 TUKWILA 115144 65TH AVE S # 403 TUKWILA WA 98188-2519 TUKWILA 1 15144 65TH AVE S # 404 TUKWILA WA 98188.25 TUKWILA 1 15144 65TH AVE S # 405 TUKWILA WA 98188-2519 TUKWILA 15144 65TH AVE S # 406 TUKWILA WA 98188-2519 TUKWILA i 15144 65TH AVE S # 407 TUKWILA WA 98188-2519 TUKWILA 1 15144 65TH AVE S # 408 TUKWILA WA 98188-2519 TUKWILA M 15144 65TH AVE S # 409 TUKWILA WA 98188-2519 TUKWILA 115144 65TH AVE S # 410 TUKWILA WA 98188-2520 TUKWILA 1 15144 65TH AVE S # 411 TUKWILA WA 98188-2520 TUKWILA 15144 65TH AVE S # 412 TUKWILA WA 98188-2520 TUKWILA 115144 65TH AVE S # 413 TUKWILA WA 98188-2520 TUKWILA I 15144 65TH AVE S # 414 TUKWILA WA 98188-2520 TUKWILA ( 15144 65TH AVE S # 415 TUKWILA WA 98188-2520 TUKWILA M 15144 65TH AVE S # 416 TUKWILA WA 98188-2520 TUKWILA 115144 65TH AVE S # 417 TUKWILA WA 98188-2520 TUKWILA 115144 65TH AVE S # 418 TUKWILA WA 98188-2520 TUKWILA 1 15146 65TH AVE S # 501 TUKWILA WA 98188-2521 TUKWILA( 15146 65TH AVE S # 502 TUKWILA WA 98188-2521 TUKWILA( 15146 65TH AVE S # 503 TUKWILA WA 98188-2521 TUKWILA 15146 65TH AVE S # 504 TUKWILA WA 98188-2521 TUKWILA( 15146 65TH AVE S # 505 TUKWILA WA 98188-2521 TUKWILA 1 15146 65TH AVE S # 506 TUKWILA WA 98188-2521 TUKWILA 1 15146 65TH AVE S # 507 TUKWILA WA 98188-2521 TUKWILA 1 15146 65TH AVE S # 508 TUKWILA WA 98188-2521 TUKWILA ( 15146 65TH AVE S # 509 TUKWILA WA 98188-2521 TUKWILA 115146 65TH AVE S # 510 TUKWILA WA 98188-2522 TUKWILA ( 15146 65TH AVE S # 511 TUKWILA WA 98188-2522 TUKWILA ( 15146 65TH AVE S # 512 TUKWILA WA 98188-2522 TUKWILA i 15146 65TH AVE S # 513 TUKWILA WA 98188-2522 TUKWILA 1 15146 65TH AVE S # 514 TUKWILA WA 98188-2522 TUKWILA 115146 65TH AVE S # 515 TUKWILA WA 98188-2522 TUKWILA 1 15146 65TH AVE S # 516 TUKWILA WA 98188-2522 TUKWILA ( 15146 65TH AVE S # 517 TUKWILA WA 98188-2522 TUKWILA ( 15146 65TH AVE S # 518 TUKWILA WA 98188-2522 TUKWILA ( 15148 65TH AVE S # 601 TUKWILA WA 98188-2523 TUKWILA ( 15148 65TH AVE S # 602 TUKWILA WA 98188-2523 TUKWILA 1 15148 65TH AVE S # 603 TUKWILA WA 98188-2523 TUKWILA ( 15148 65TH AVE S # 604 TUKWILA WA 98188-2523 TUKWILA ( 15148 65TH AVE S # 605 TUKWILA WA 98188-2523 TUKWILA M 15148 65TH AVE S # 606 TUKWILA WA 98188-2523 TUKWILA 115148 65TH AVE S # 607 TUKWILA WA 98188-2523 TUKWILA ( 15148 65TH AVE S # 608 TUKWILA WA 98188-2523 TUKWILA 1 15148 65TH AVE S # 609 TUKWILA WA 98188-2523 TUKWILA 1 15148 65TH AVE S # 610 TUKWILA WA 98188-2523 TUKWILA 1 15148 65TH AVE S # 611 TUKWILA WA 98188-2523 TUKWILA 1 15148 65TH AVE S # 612 TUKWILA WA 98188-2523 TUKWILA 1 15150 65TH AVE S # 701 TUKWILA WA 98188-2524 TUKWILA i 15150 65TH AVE S # 702 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 703 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 704 TUKWILA WA 98188-2524 TUKWILA J 15150 65TH AVE S # 705 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 706 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 707 TUKWILA WA 98188-2524 TUKWILA 1 15150 65TH AVE S # 708 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 709 TUKWILA WA 98188-2524 TUKWILA 115150 65TH AVE S # 710 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 711 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 712 TUKWILA WA 98188-2524 TUKWILA ( 15150 65TH AVE S # 713 TUKWILA WA 98188-2525 TUKWILA M 15150 65TH AVE S # 714 TUKWILA WA 98188-2525 TUKWILA ( 15150 65TH AVE S # 715 TUKWILA WA 98188-2525 TUKWILA M 15150 65TH AVE S # 716 TUKWILA WA 98188-2525 TUKWILA 115150 65TH AVE S # 717 TUKWILA WA 98188-2525 TUKWILA 15150 65TH AVE S # 718 TUKWILA WA 98188-2525 TUKWILA 1 15150 65TH AVE S # 719 TUKWILA WA 98188-2525 TUKWILA( 15150 65TH AVE S # 720 TUKWILA WA 98188-2525 TUKWILA 115150 65TH AVE S # 721 TUKWILA WA 98188-2525 TUKWILA 1 15150 65TH AVE S # 722 TUKWILA WA 98188-2525 TUKWILA 1 15150 65TH AVE S # 723 TUKWILA WA 98188-2525 TUKWILA( 15150 65TH AVE S # 724 TUKWILA WA 98188-2525 TUKWILA 1 15152 65TH AVE S # 801 TUKWILA WA 98188-2526 TUKWILA ( 15152 65TH AVE S # 802 TUKWILA WA 98188-2526 TUKWILA 1 15152 65TH AVE S # 803 TUKWILA WA 98188-2526 TUKWILA ( 15152 65TH AVE S # 804 TUKWILA WA 98188-2526 TUKWILA 1 15152 65TH AVE S # 805 TUKWILA WA 98188-2526 TUKWILA i 15152 65TH AVE S # 806 TUKWILA WA 98188-2526 TUKWILA ( 15152 65TH AVE S # 807 TUKWILA WA 98188-2526 TUKWILA i 15152 65TH AVE S # 808 TUKWILA WA 98188-2526 TUKWILA ( 15152 65TH AVE S # 809 TUKWILA WA 98188-2526 TUKWILA ( 15152 65TH AVE S # 810 TUKWILA WA 98188-2526 TUKWILA 115152 65TH AVE S # 811 TUKWILA WA 98188-2526 TUKWILA 1 15152 65TH AVE S # 812 TUKWILA WA 98188-2526 TUKWILA 115152 65TH AVE S # 813 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 814 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 815 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 816 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 817 TUKWILA WA 98188-2527 TUKWILA M 15152 65TH AVE S # 818 TUKWILA WA 98188-2527 TUKWILA ( 15152 65TH AVE S # 819 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 820 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 821 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 822 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 823 TUKWILA WA 98188-2527 TUKWILA 115152 65TH AVE S # 824 TUKWILA WA 98188-2527 TUKWILA M 15154 65TH AVE S # 825 TUKWILA WA 98188-2528 TUKWILA M 15154 65TH AVE S # 901 TUKWILA WA 98188-2528 TUKWILA 1 15154 65TH AVE S # 902 TUKWILA WA 98188-2528 TUKWILA 115154 65TH AVE S # 903 TUKWILA WA 98188-2528 TUKWILA I 15154 65TH AVE S # 904 TUKWILA WA 98188-2528 TUKWILA 1 15154 65TH AVE S # 905 TUKWILA WA 98188-2528 TUKWILA 1 15154 65TH AVE S # 906 TUKWILA WA 98188-2528 TUKWILA M 15154 65TH AVE S # 907 TUKWILA WA 98188-2528 TUKWILA ( 15154 65TH AVE S # 908 TUKWILA WA 98188-2529 TUKWILA M 15154 65TH AVE S # 909 TUKWILA WA 98188-2528 TUKWILA ( 15154 65TH AVE S # 910 TUKWILA WA 98188-2528 TUKWILA( 15154 65TH AVE S # 911 TUKWILA WA 98188-2528 TUKWILA 1 15154 65TH AVE S # 912 TUKWILA WA 98188-2528 TUKWILA 1 15156 65TH AVE S # 1001 TUKWILA WA 98188-2529 TUKWILA 115156 65TH AVE S # 1002 TUKWILA WA 98188-2529 TUKWILA 1 15156 65TH AVE S # 1003 TUKWILA WA 98188-2529 TUKWILA M 15156 65TH AVE S # 1004 TUKWILA WA 98188-2529 TUKWILA M 15156 65TH AVE S # 1005 TUKWILA WA 98188-2529 TUKWILA ( 15156 65TH AVE S # 1006 TUKWILA WA 98188-2529 TUKWILA ( 15156 65TH AVE S # 1007 TUKWILA WA 98188-2529 TUKWILA 115156 65TH AVE S # 1008 TUKWILA WA 98188-2529 TUKWILA ( 15156 65TH AVE S # 1009 TUKWILA WA 98188-2529 TUKWILA 115156 65TH AVE S # 1010 TUKWILA WA 98188-2530 TUKWILA 115156 65TH AVE S # 1011 TUKWILA WA 98188-2530 TUKWILA 115156 65TH AVE S # 1012 TUKWILA WA 98188-2530 TUKWILA 115156 65TH AVE S # 1013 TUKWILA WA 98188-2530 TUKWILA 1 15156 65TH AVE S # 1014 TUKWILA WA 98188-2530 TUKWILA 1 15156 65TH AVE S # 1015 TUKWILA WA 98188-2530 TUKWILA ( 15156 65TH AVE S # 1016 TUKWILA WA 98188-2530 TUKWILA ( 15156 65TH AVE S # 1017 TUKWILA WA 98188-2530 TUKWILA 115156 65TH AVE S # 1018 TUKWILA WA 98188-2530 After recording please return to: Adam Nguyen 823-3`d Ave, Suite #201 Seattle, WA 98104 011111111111111111111111111 1 20140307000631 NGUYEN EAS 146.00 PAGE -001 OF 003 03/07/2014 10:30 KING COUNTY, WA 1 UTILITIES AND PRIVATE SEWER EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L13-039 GRANTOR: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) GRANTEE: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) Grantor Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantor - Assessors Tax Parcel No. 004100-0544 Grantee Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantee - Assessors Tax Parcel No. 004100-0544 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. Page 1 of 3 RECEIVED CIT/ OF TUKWILA MAR 21 2014 PERij!T CEW P For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Utilities and Private Sewer Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: UTILITIES AND PRIVATE SEWER EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L13-039 LEGAL DESCRIPTION OF UTILITIES AND PRIVATE SEWER EASEMENT AREA: THE EAST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Utilities and Private Sewer Easement. 3. Grantee shall install any improvements in said Utilities and Private Sewer Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Utilities and Private Sewer Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Utilities and Private Sewer Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNES. W EREOF, said individual have cau m_cjit,be executed this day of ' , 2011. STATE OF WASHINGTON ) )ss. COUNTY OF KING ) Authorized S. nature On this day personally appeared before me � fir" `4 ( `%E/� to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Notary Public in and or t he State ashington residing at My appointment expires Page 3 of 3 After recording please return to: Adam Nguyen 823-3`d Ave, Suite #201 Seattle, WA 98104 20140307000630 NGUYEN EAS 146.00 PAGE -001 OF 003 03/07/2014 10:30 KING COUNTY, WA V WATER SERVICE LINE EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L13-039 GRANTOR: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) GRANTEE: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) Grantor Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantor - Assessors Tax Parcel No. 004100-0544 Grantee Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantee - Assessors Tax Parcel No. 004100-0544 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. Page 1 of 3 ReCOVED err( OF K ILA MAR 2 1. 2314 i,AERMIT COPP For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Water Service Line Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: WATER SERVICE LINE EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L13-039 LEGAL DESCRIPTION OF WATER SERVICE LINE EASEMENT AREA: THE WEST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Service Line Easement. 3. Grantee of Lot 2 shall install any improvements in said Water Service Line Easement Area at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Water Service Line and Easement Area. 4. Grantee of Lot 2 shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair of said Water Service Line and Easement Area. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of � ,20 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) Authorized Sign On this day personally appeared before me -t0) D NC'l 1(.4E- N to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated 2j1 1.0 7,01 Lj Notary Public in and for the State of hington residing at My appointment expires 1 ' tt`x-015- Page 3 of 3 Return. Address: r- y A IiurCi s./5z34- 0e4,..Ji e w.,41 97/kr 20131112000275 OLIVIER,EWA EAS 74.00 PAGE -001 OF 003 11/12/2013 09:43 KING COUNTY, UP ridi ortp fornt WASItIMGTON STATE RECORDER'S Cover Sheet 1 RCW 65.04 DOcument,TOle(S). (or transactions confUined therein): (all areas applicable to your document must be filled in) 1. t/4,..5../.q61.:-/r-:: •:: II: : r'...::• 2.,;; — ':... ' ::.,..e ' ..: .. % , „••••:.; :::' ''i- 3. ....::.••' ''• 4. ...'•: Reference Nuniber(s) of Documents assigned released: . .. . Additional reference #'s on page ofdocument Grantor(s) Exactly as nanie(a)::Uppeat on dtictunent I . EWA 0 i i' ‘i i CIL 2. • -.. .- .. ,. .: Additional names on page of document. .•'' . , .. Grantee(s):,Thoctly as name(s) appear on document •• ::....,•::. ,,' . . .. I. 4N=164 9:4:9 eQ‘-oye-xi .. . 2. . ' . . . .. - Additional names on page of document. . . LegakdescOptiqn (abbreviated: i.e. lot, block, plat or section, township;range) THE eki- £o .. reel- 0 F 4.01- 7 — See- A-T-P=c4e--b..0%.s:.c4;?-,h0,-..1 . . .—. . ,. A4ditionallegaf is onpage ordocument. Assessor's Property TafPartel/Account Number 0 Assessor Tax # notyet assigned Ob! --1 1 0044A ' ,%'' The Auditor/Recorder will rely on the information -provided on this form. The staff will not read the document to verify the accuracy or dortipletenesS'of the indexing information provided herein. "1 am signing below and paying,inadditional:50.:recordiag fee (as provided in RCW 36.18.010 and referred to as an emergency,nOnstandad docuMent); because ,this document does not meet margin and formatting requirements. Furthermore, I hereby understand tlialthe recording process may cover up or otherwise obscure some part of the text ortbe orighial document is a result of this request" • ,•• : ' Signature of Requesting Party Note to submitter: Do not sign above nor pay additional350, fee.if thojdocemenf Meets Margin/formatting requirements AFTER RECORDING MAIL TO: EASEMENT THIS AGREEMENT,madedy.and between EWA OLIVIER, AS HER SEPARATE ESTATE. hereinafter tensed "Grantee.' and ADAM.840 NGUYEN:•A MARRIED MAN AS HIS SEPARATE ESTATE, itereinaftertermed "Grantee." W ITN.ESS ETH .That the;Granter, for; valiiableconSideratiooi,.:the receipt afl4 sufficiency of which is hereby acknowledged, Grantor herebY;Brants.,aid conveys to Grantee, its,bu.Ccessats and assigns, the folbwing described land fora perpetual, nonexclusive ingress and egress easernent.aver and across: THE EAST60 FEET:QF.:LOT9. BLOCK 4:.•FIRSTAD'OITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT•:THEREOF. RECQFRDED IN VOLU ME 12 OF PLATS. PAGE 50. IN KING COUNTY. WASHINGTON. GRANTEDA:NEW:EASEMENT FOR DRIVEWAY PURPOSES ONLY OVER AND ACROSS THE WEST 20 FEET OF TH E`N ORTH ;146.92 FEET OF LOT't ) IN SAID BLOCK 4 FOR NEW LOT2 OF ADAM SHORT,PLAT.,113-p39.;' The easement is granted for the purpose df ingress.and egress'to. from. uppn'and over the property described to provide access to other prop:erty;owned ay The Grantor shall retain the right to use the surfat:e of the:easement. However, Grantor sha ll not erect buildings or structures on the easement. • This easement shall be a covenant running with the Iar1d and shall be binding orf the Successors and assigns of )loth parties;hereto subject to the terms of agreement in;the preceding..•p,aragraphs. Executed this 1 day of ApItL?"i15E220t3 427 Al TAOL pl; �� e,t EWA OLIV.I.ER,.. STATE OF WASH IN GTOW COL' NTY.OF KMG.: )SS On this 4'64^•'q 2U I: ,:' oef.,re me: iie taid'e;igned. a tntar pubk m and ffr the State ofWashington. duh commissioned and sword pernalk.- appeitrod Il!!tCs..L k'. Q t i v i Q C known to ere to be the iminiduab'descri..edn and\\:Ih executed the ''ithin instnnment and ackn w kdeed that he sieved and sealed the same as his free and Vvb tar), act anddeed for tlye:uses ard:ptapc m herein mentiped. ...n.ti= kIN IC'lTte vY‘ai,--- 1 Nbtiry PSE',::. t I Stele 0! wnhiugtoli I JAIME L,MERRIMAN .: I My Appointment Wire' rOct 20, 2019 rin dName: 3c"•n*t Mef�:Mo+� r; Pubti in and Srthe State oftVA '•'gesidiigat: , P 1 appointment expires: 10 - Lk - IC t $ S. 150TH STREET p r 60.01' N88.01'54 -W LOT 1 (6,511 SQ. FT) 1:4 LOT 2 (12,273 SQ. Fri A 1998'0781' 6001 LEGEND PitailliY LINE RIGHT OF WA9. EXISTING easOleir ONE NEW EASEMENT:VNE - AcaAcErfr PROPERTY LINE!' acass EASEMENT AREA (2,938 SQUARE FEET) EXHIBIT A z a N 00 m 0 0 0 0 a E 0 E colo m P P P P P 50 SD — SD 5D W .-- W 1�J SS SS IE 12'cp(E)-307.1' IE 12'cp(N)-307.2' IE 12'cp(W)wplugged w/ P EX. FIRE HYDRANT SD ssWS.1 5 STREET'Ws c G —� G 0 M K --SD — SD SD SD — W W _ S —{= SS SS — SS SS 6AS STUB AUT c G SDp N w__ —�—� wm'=CB- wm drain c ` p CC RIM -304.0 C0 0 r\ •90 d, t7 IE 12'cp(E)-303.0' • 11I1.4-302.2' IE 6'cmp(NW)-303.2' IE IE 12'Cp(W)-f ) south end chain link fence / north woad fence le 2.9' west 9 CO 011 os meter 4' WATER EASEMENT ( 1aS1 014 5 "ASN oL south end chain llnk fence Is 1.6' weal L �3 6 power d: tepehone pole w/underground drop OMMUNICATION UNES eodl edge AC & tap of berm al edge Inc @ edge one. curb COMMUNICATION AND GAS LINES asphalt I I — 20' ACCESS EASEMENT 1 KING COUNTY REC. #20131112000275 a • west edge I ospholn L 9 0. Found rebar w/cop 07022 'Weft? C calculated comer position. 10 20' occas, and utilities easement Der NKSP 1.2000-063 & Rec. 020020221900003 J biding Houde 03765 Fond 3/4' ppe w/tock k mg 06593 0 calculated corner position. 'r chain link fence la 0.4' south. PLAN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = ZOt N 1 141 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LEGEND w PROPERTY UNE ADJACENT PROPERTY UNE ROW CENTERUNE ROW LINE PROPOSED EASEMENT UNE WATER SERVICE UNE SIDE SEVER INC —.COMMUNICATION AND GAS UNES L/4 -002Z CRREC MAR 21 2014 PEPaatr cans• AS -BUILT REFERENCE SHEET NO. UT1 SHEET 1 OF 1 SHEETS w cc co cn a s rn c Q p V < '0 c V/ n ti Cr) fV LIJ 2'14 — z N o CO a 2 DESIGNED BY: CHECKED BY: REVISION DESCRIPTION Y m z OUTSIDE INSIDE REPAIRS DEPOSIT $ APPLICATION FOR SIDE SEWER PERMIT VALLEY VIEW SEWER DISTRICT 3460 South 148th Street, Suite 100 • Seattle, Washington EASEMENT No. RECEIPT No. S 1� y DATE 211 i6/101 OWNER Acs— JV VyG'V7 CONTRACTOR: ► .:) ire. 1414 CoY HOUSE ADDRESS 3 7 3 S S / 5-0111 S BASEMENT: YES NO NAME SUB -DIVISION LOT No. BLK. No. SCALE TAX LOT No. 0 t / 100 7 ``t ,5"00 ,0 41 4p/P 4 6wvt )1 P4/(2)-4'2,1/4ap 5 tfcm,/f4t [/SIC?q s! to Y8 srA =dr0 /c44./1, y Z2 a 3 Capp a4!' a ntl n>aikci✓ 6.-%2X +1• • /s v "Y 52 .3735 /2 'Pvt. i3 Y f DISTRICT APPROVAL BY P 0 DATE Yhif2"// TEST RESULTS Si 20 to -es S 150 i// s'/' I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL BY /er7~ DATE 3/6/Z0/4/ Z0/'1 WP_20140321 001.jpg 1 of 1 https://mail.google.com/ /scs/mail-static/ ljs/l�gmail.main.ez�.-EYL6... c, 13 t2 3/21/2014 1:59 PM -r r �. Lw kIwMr £S' ` 0 nilINSPECTION RECORD Retain a copy with permit PERMIT NO. 1 SPEC ON NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Type_of Inspection: Adsess: 35 ` ` 3' Special Instructions: AA Date Called: Requester: ruvr L4 -'-- Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: VatAL '7.INSPECTION FEE REUIRED, Prior to next inspection, fee must be •id at 6300 Southcent: r Blvd., Suite 100. Call to schedule reinspection. • a -....1.11111• Carol Lumb From: Han Phan <pbg.engr@yahoo.com> Sent: Tuesday, March 04, 2014 3:39 PM To: Carol Lumb Subject: Re: Adam Short Plat -3735 S. 150th Street Attachments: EXPANSIONOFANGLE.pdf Carol, KC only review the parcel and access legal descriptions. They don't review any utilities easement. The surveyor had emailed me the exhibit of how to description legal descriptions. See attachment. They stamp the plat maps and so they will stick with what they have on the legal descriptions. Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@vahoo.com From: Carol Lumb <Carol.Lumb@TukwilaWA.gov> To: 'Han Phan' <pbq.engr@yahoo.com> Sent: Tuesday, March 4, 2014 12:24 PM Subject: RE: Adam Short Plat -3735 S. 150th Street Han, I have no idea if the discrepancy is a problem for the King County recorder's office or not. You might want to check before submitting the final short plat for our review. Carol From: Han Phan fmailto:pbq.engr@vahoo.comj Sent: Tuesday, March 04, 2014 9:26 AM To: Carol Lumb Subject: Fw: Adam Short Plat -3735 S. 150th Street Carol, See email from Schroeter Survey. We can't change the distance from 108.50' to 108.51' for the utilities easement documents for recording per your comment. Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 CeII: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@vahoo.com Forwarded Message From: "schroetersurvey@comcast.net" <schroetersurvey@comcast.net> To: Han Phan <pbq.engr@yahoo.com> Sent: Tuesday, March 4, 2014 8:38 AM Subject: Re: Adam Short Plat -3735 S. 150th Street Can't do that! Expansion of angle, along the line the distance is 108.51 feet, the legal says the North 108.50 feet which is a perpendicular distance, if I change it, along the line will be 108.52 feet. It's math! Original Message From: "Han Phan" <pbq.engr@yahoo.com> To: schroetersurvey@comcast.net Sent: Monday, March 3, 2014 7:16:28 PM Subject: Re: Adam Short Plat -3735 S. 150th Street Linda, Change you change the distance from 108.50 feet to 108.51 feet in the new legal descriptions f 1. Water Easement 2. Utility & Sewer Easement Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 CeII: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@yahoo.com 2 EXPANSION OF ANGLES DEPICTION OF LEGAL DESCRIPTION "THE NORTH 108.50 FEET" WHEN THE ANGLES AT THE CORNER ARE NOT 90'00'00" S88'01'54"E Angle = 89'08'39" u3 co 0 0 S88'01'54"E SOUTH LINE OF THE NORTH 108.50 FEET DEPICTION OF LEGAL DESCRIPTION IF CHANGED TO "THE NORTH 108.51 FEET" WHEN THE ANGLES AT THE CORNER ARE NOT 90'00'00" Angle = 89'08'3 Angle = 90'51'21" S01'06'45"W DEPICTION OF LEGAL DESCRIPTION "THE NORTH 108.50 FEET" WHEN THE ANGLES AT THE CORNER ARE 90'00'00" N88'01'54"W 90'00'00" c0 0 N88'01'54"W SOUTH LINE OF THE NORTH 108.50 FEET 90'00'00" S88'01'54"E to t0 0 in 0 S88'01'54"E SOUTH LINE OF THE NORTH 108.51 FEET Angle = 90'51'21" DEPICTION OF LEGAL DESCRIPTION "THE NORTH 108.50 FEET" WHEN THE ANGLES AT THE CORNER ARE NOT 90'00'00" S88'01'54"E S88'01'54"E THIS IS STILL CONSIDERED THE SOUTH LINE OF THE NORTH 108.51 FEET CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 DECLARATION Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be o graphic representation of soid SHORT PLAT of said and same is made with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. ADAM NGUYEN State of Washington County of On this day personally appeared be fore me _ to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the some as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand o seal this day of Signature DEPARTMENT OF ASSESSMENTS APPROVALS: Reviewed and approved by the Short Subdivision Committee Examined and approved this __ day o' 20 and hereby certified for filing this __day of ___ Choirman, Short Subdivision Committee Assessor Deputy Assessor Account Number 0041000544 RECORDING NO. VOL./PAGE PORTION OF SE 1/4 of NW 1/4, S.22 _ T._23N., R._4_E., W.M. Name as commissioned Title My appointment expires t OLD LEGAL DESCRIPTION (TAX LOT 0041000544) THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. NEW LEGAL DESCRIPTION LOT 1 THE NOR 108.5•. EET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST AI•" •i TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; SUBJECT TO SEWER, WATER AND UTILITY EASEMENTS FOR THE BENEFIT OF LOT 2 AS SHOWN ON THIS SHORT PLAT. LOT 2 THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NOR 108.50 ' T THEREOF; TOGETHER WITH A --' MENT FOR DRIVEWAY PURPOSES ONLY, OVER AND ACROSS THE WEST 20 FEET OF THE NORTH 146,92 FEET OF LOT 10 IN SAID BLOCK 4 PER KING COUNTY RECORDING NO. 20131112000275; TOGETHER WITH PRIVATE SEWER, WATER AND UTILITY EASEMENTS LOCATED ON LOT 1 AS SHOWN ON THIS SHORT PLAT. NEW 4' WATER AND ITY EASEMENT FOR THE BENEFIT OF OT THE WEST 4 FEET OF THE NOR 4T)FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITIO` 8 ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; NEW 4' UTILITY AND PRIVATE SEWER ---- EASEMENT FOR THE BEN�EFI-T`OF LOT 2: THE EAST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITI ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; S. 144th Street co S. 146th Street 40 Q S. 148th Street 02 2Q cr S. 150th Street /-SITE S. 152ND Street DETAIL: VICINITY k NOT TO SCAI F ofveA Site -is (O', trun - r'urt.6L✓ )lot. Govyv) �!/Ini1' . 42ND AVE. SOUTH RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 1, Richard Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an octual survey of the land described herein, conducted by me under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting of a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS Pa Box 813, Seahurst, VoshIn9ton 98062 (206) 242-6621 Schroetersurveyeconcastnet OWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 JOB NO. 602/20 PROJECT NO. 130835P CHKD. BY REVISED 1/16/14 SHEET 1 OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 R set nail in ospholt 11.00' north 4- f 30.0' Found tack in lead calculated corner position. south end chain link fence /- north wood fence is 2.9' west 4' water errd-ekilikr easement for the benefit of Lot 2 20.0' N88'OO5 l 'S4'W 20' BSBL LOT 1 6,511 sf t I� 0.15 acres ± LOT WIDTH=60' 4.5' NORTH LOT 2 KCSP 281064 1 33.1' —{-10' BSBL I 1 588'0154"E wood fence—'�'F /, 60.01' is 2.1' west NEW LOT LINE 9 West the East 60 teatet of Lot 9 chain link fence—. -- is 2.4' west chain link fence—.-- is enceis 2.2' west LOT 1 KCSP 281064 20' .8L ( north end chain link fence is 1.7' west ala r N 0' IN IN al 10' BSBL 60.01' N88'06'18"W chain link fence—N-9 is 1.5' west south end chain lin fence is 1.6' west Found rebar w/cop #7022 "Treitz" ® calculated corner position. LOT 2 12,273 sf ± 0.28 acres t LOT WIDTH = 60' existing fire hydrant S. 150th Street 4' utility and private sewer eosement for the benefit of Lot 2 LOT 1 TUKSP L2000-063 20' x 146.92' easement for driveway KC Rec. #20131112000275. 10 20.00' 101 20' access and utili ies easement per TUKSP L2000-063. Rec. #20020221900003 East line Lot 9/ West line Lot 10 04. 'z Cs1s LOT 2 TUKSP L2000-063 4 sI/°MF ro LOT 3 TUKSP L2000-063 Found 3/4" pipe w/tack & tog #6593 0 calculated corner position. T chain link fence is 0.4' south RECORDING NO. VOL./PAGE • SCALE: t tneb = 30 et I 0 1 1 30' 1 60' PORTION OF _SE_1/4 of _N 1/4, S.22 _ T._23N., R._4_E., W.M. PROPERTY NOTES: 1. Any new structures located on LOT 2 of this Short Plot must be within 150 feet of S. 150th Street. 2. All new homes shall have automatic fire sprinklers, as approved by the Fire Department. 3. PRIVATE UTILITIES EASEMENT AND MAINTENANCE.AG MENI: THIS SHORT PLAT CONTAINS EASEMENTS FLITIES SEWER R THE BENEFIT OF THE OWNERS OF LOT 2 OF THI UTI ' AT. RSHIP OF SAID LOT 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF SAID IMPROVEMENTS THEREIN. 4. LOT ADDRESSES LOT 1: 3735 S. 150TH STREET LOT 2: 3745 S. 150TH STREET SURVEY NOTES: 1. Field dato for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. REFERENCES PLAT OF FIRST ADDITION TO ADAMS HOME TRACTS, VOL. 12/50 TUKWILA SHORT PLAT NO. L2000-063, KC #20020221900003; TUKWILA SHORT PLAT NO. L2000-035, KC #2001090900003; KCSP NO. 281064 KC #8105150884 S. 144th Street Found 2" brass disk concrete in case - LS 10957 not visited this survey Found 1/2" brass disk in concrete in case - not visited this survey S. 148th Street !/lo,fl w ev 1 4J& 7"0v 3 N88'01'54"W LOT 1 LOT 2 915.01' Col NO1'06'45"E 20.00' BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. DETAIL: CONTROL k NOT TO SCAI F LEGEND Concrete Monument in Case Tack in Leod or Nail & Disk Set rebar w/cap #23604 81 Found pipe or rebar Hydrant fg Deciduous Tree 0 RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE registered as a land surveyor by the State of Washington, certify that this plot is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, hove been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 Schroetersurveyeconcast.net DWN. 8Y LAW DATE 7/17/13 DATE FIELD 7/15/13 J08 NO. 602/20 PROJECT NO. 13083SP CHKD. BY REVISED 1/16/17 SCALE 1" = 30' SHEET 2 OF 2 After recording please return to: Adam Nguyen 823-3`d Ave, Suite #201 Seattle, WA 98104 WATER EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L13-039 GRANTOR: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) GRANTEE: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) Grantor Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantor - Assessors Tax Parcel No. 004100-0544 Grantee Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantee - Assessors Tax Parcel No. 004100-0544 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. Page 1 of 3 For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: 06,i-44/ An exclusive perpetual tilities and Private Sewe Easement over, across, along, in, upon and under that portion of said rantor s an escribed as follows: WATER EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L13-039 LEGAL DESCRIPTION OF WATER EASEMENT AREA: THE WEST 4 FEET OF THE NORT ET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO A OME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Easement. 3. Grantee shall install any improvements in said Water Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Water Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Water Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 20 Authorized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 After recording please return to: Adam Nguyen 823-3`a Ave, Suite #201 Seattle, WA 98104 UTILITIES AND PRIVATE SEWER EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L13-039 GRANTOR: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) GRANTEE: Adam Nguyen — (Owner of Lots 1 and 2 - City of Tukwila Short Plat No. L13- 039) Grantor Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantor - Assessors Tax Parcel No. 004100-0544 Grantee Legal Description The east 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the plat thereof recorded in volume 12 of plats, page 50, records of King County, Washington; Together with an easement for driveway purposes over and across the west 20 feet of the north 146.92 feet of Lot 10 in said Block 4 per King County recording #20131112000275. Grantee - Assessors Tax Parcel No. 004100-0544 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. Page 1 of 3 U + ?rob For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Utilities and Private Sewer Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: UTILITIES AND PRIVATE SEWER EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L13-039 LEGAL DESCRIPTION OF UTILITIES AND PRIVATE SEWER EASEMENT AREA: THE EAST 4 FEET OF THE NO' 108.50 ' ET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION T • OME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Utilities and Private Sewer Easement. 3. Grantee shall install any improvements in said Utilities and Private Sewer Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Utilities and Private Sewer Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Utilities and Private Sewer Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of ,20 Authorized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 Return Address: ; w4 01i V t-e,c 3s;o.s, 7.(lk. w' r 4 . ; w.4 9?/88 III 1 111 111 1 111111 1111111 I 111 20131112000275 PAGEI001EOF 003EAS 74.00 11/12/2013 09:43 KING COUNTY, WA ..i'lease print or type+inforin tion: WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04 Document Titles) (or transactions contained thel'etn): (all areas applicable to your document must be filled in) 1. j {,S''t%M & :::, 2. 3. 4` Reference Numbers) of Documents assigned or released: Additional reference #'s on page of document'. Grantor(s) Exactly as name(s)..appear on document :' • 1. ai.,A O I i v i e 1L • 2. Additional names on page of document:.' Grantees) :Exactly as name(s) appear on document .:` 1. 4t (moo N 6-O)E7J 2 Additional names op page of document. Legadescription (abbreviated: i.e. lot, block, plat or section, township;: range) `' 't Hl% tis;i (po : t=om OF LOT 9 — SEE Aermc-t:6 .,pls'C(?1p--tom Afditiona1 legal IS 011 page of document. Assessor's Property Tali Parcel/Account Number 0 Assessor Tax # notyet assigned OtY-1 1 0054.' The Auditor/Recordet will rely`on the informationprovided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "I am signing below and paying:an additiona1,$50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency, nonstandai''d docunent); because this document does not meet margin and formatting requirements. Furthermore, I hereby understand tliia( the recording process may cover up or otherwise obscure some part of the text of the original document as a result of this request" Signature of Requesting Party Note to submitter: Do not sign above nor pay additional $50 fee.if thedocumen(meets margin/formatting requirements AFTER RECORDING MAIL TO: EASEMENT . . . .• ....„„, THIS AGREEMENT Made by. and between EWA OLIVIER, AS HER SEPARATE ESTATE. hereinafter termed "Grentoe and ADAM BAO NGUyEN•:-.A MARRIED MAN AS HIS SEPARATE ESTATE. .•fiereihalteetemjed'Grantee." . . . •••• :i".•'WITN.ESSETH That the..GrantOr, forivaliiablkto4deratiOvithe receipt sufficiency of which is hereby acknowledged, Grantor heiebygranikand conveys to Grantee, itksgecessitists and assigns, the folbwing described land for a perpetual, 'honexclus4ingress and egress easeriient;6ver and across: . , • • . . THE EAST 60 FEET9F..1:0T 9. BLOCK 4,•iFIRSTA0b1T10.41 TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEF.tEOF. AEcogbOD VOLUME 12 OF PLATS. PAGE 50. IN KING COUNTY. WASHINGTON. GRANTED ANEW:EASEMENT FOR DRIVEWAY PURPOSES ONLY OVER AND ACROSS THE WEST 20 FEET OF TH EN 00TH .146.92 -FEET OF LOTA0.IN SAID BLOCK 4 FOR NEW LOT 2 OF ADAM SHORT.PLAT...113439..::' .. .. . .. . . . • . . The easement is granted for the purpose Of ingie ss.inci egreSs to. frOm. upon and over the property described to provide access to other prperty.owned by Grentee,. .:•.: ,' ..: . ''':,:. ::'' The Grantor shall retain the right to use the sirilape of the:easementl-iowever, Grantorsha shall not erect buildings or structures on the easement. .i,: •,;:::: : •:.. This easement shall:be a covenant running with the land and shall be binding oiiIhiiktccetsors and assigns of both parties hereto subject to the terms ofagreement in the preceding.,paraOraphs a et Executed this 1 day of 4)00.141L4.2013 •• ,• •• (LeA,03 ffeee. eA_ EWA ouvgr,3„ STATE OF WASH IN giooCOJ"-- ) . ss N TY OF'K IN G..: ) • .. • • On this 464-9,, 2.0 13 :'bete me: 02.e ullCfes.sigried. a notary public in and fa the State ofWashington. duly commissioned and SWCilii. pericmaW appeiired VC04.. '.. 0 1 i v i O. r !mown to ire to be the indi‘idlialsdescr04.,ci an0Yyo executed the \:i,:ithin instillment and acknowkdeed that he signed and seakci the same as his Gee and Nvi*gar act and deed: for tkliuss and purpc,scs herein 111=64rd. .. , rin 8Name: aa‘v•Ai 0.. Me cs .'s- ..,..,:,:...... ., .... ,..,.416,46440.464, .:'''',,..:\ ry Pubk in and far the State ofWA •••Residing at: --g.t.,.....i., , i...) /4 Newy riiiIiiii,•:... ...: ...: ...: 1y appointment ex-pires: j 0 - Z.c - 2_ c I State 01 Washingtett ,..... ...:: JAIMIE L....MERRIMAN ,:' .'. MY Appointment EiPlrou'Oct 20, 2010 law.v.tip.‘p.ip■piwmpo.teemorkeerei •, ,,,• • • .• 1" • • • • • • • • • • .• •. .• • • ... .1 S. 150TH STREET 60.01' N88151134 -W LOT 1 (6,511 SQ. FT) r 14 1 I I I \ I I I I 61):01 I_EGEND ..". POOPERtY LINe RIGHT OF WA? EXISTING EAS NT NEW EASEMENT4,INE ADJACENT PROPERIX,yrt.' ACCESS EASEMENT AREA (2,938 SQUARE FEET) EXHIBIT A INTERURBAN AVENUE SOUTH FORT DENT WAY TOS 143RD STREET PROJECT NO. 03-RWO2 FEDERAL AID PROJECT NO.: STPUL-1045 (007) TIB PROJECT NO.: 8-1-116(010)-1 CONTRACT NO.: TA -2507 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P,E. CITY ENGINEER ROBIN TISCHMAK, P,E. SCHEDULE OF DRAWINGS SHEET NO. TITLE 1 COVER SHEET 2 SHEET INDEX, LEGEND, & ABBREVIATIONS 3 — 4 TYPICAL SECTIONS 5 — 6 DETAILS 7 — 8 DRAINAGE DETAILS 9 TESL NOTES & DETAILS 10 CONSTRUCTION STAGING 11 — 19 SITE PREPARATION & TESC PLANS 20 — 39 ROADWAY PLANS & PROFILES 40 — 44 STORM DRAIN PROFILES 45 — 49 MEDIAN PLANS & DETAILS 50 — 54 DRIVEWAY PROFILES CITY COUNCIL DE'SEAN QUINN, COUNCIL PRESIDENT JOE DUFFIE ALLAN EKBERG KATHY HOUGARDY KATE KRULLER DENNIS ROBERTSON VERNA SEAL 55 — 57 MODULAR BLOCK WALL & STRUCTURAL EARTH WALL PLANS, ELEVATIONS & DETAILS 58 — 59 STORMWATER DETENTION & TREATMENT DETAILS 60 — 64 WATER PROFILES 65 — 75 ILLUMINATION PLANS & DETAILS 76 — 84 CHANNELIZATION & SIGNING PLANS 85 — 90 LANDSCAPE PLANS 91 LANDSCAPE SCHEDULE & DETAILS 92 — 97 IRRIGATION PLANS 98 IRRIGATION SCHEDULE & DETAILS 99-107 RIGHT OF WAVY PL NSa. S1 — S9 WALL PLANS, LE'1TI6.N & DE.T41 11 PUBLIC WORKS .DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * by date designed NA 2/14 drawn NA 2/14 checked NA 2/14 proj eng NA 2/14 proj dir field bk no 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 wsw.kpg.com 2502 Jefeison Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT PROJECT LOCATION Z./q-0022- FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S COVER SHEET 2-27-2014 no date revisions 1 107 file no 0436C0V 1.dwg scale N/A date 02/2014' ABBREVIATIONS 0 100 200 400 600 SCALE IN FEET AC ASBESTOS CONCRETE ACP ASPHALT CONCRETE PAVEMENT AP ANGLE POINT ATB ASPHALT TREATED BASE AVE AVENUE CB CATCH BASIN CC CEMENT CONCRETE CHLK CHAINLINK CENTERLINE CIP CAST IN PLACE CL CLASS CMP CORRUGATED METAL. PIPE CONC CONCRETE COT CITY OF TUKWILA CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE A DELTA DET DETAIL DI DUCTILE IRON DIP DUCTILE IRON PIPE DIA/0 DIAMETER D/W DRIVEWAY E EASTING, EAST EL/ELEV ELEVATION F/0 FIBER OPTIC FOC FMGBF CURB FOG GP HMA HP IE LT LF MAX MB MH FACE OF GUTTER GATE POST HOT MIX ASPHALT HIGH PRESSURE INVERT ELEVATION LENGTH LEFT LINEAR FEET MAXIMUM MAILBOX MANHOLE MIC MIN MJ MON N NTS OC PC PCC PE PI PRC PT PVC PVT PVI R RCP RPM RT SD SDP SS STA STD STP TESC TH TOC TUK TYP W W/ WSDOT MONUMENT IN CASE MINIMUM MECHANICAL JOINT MONUMENT NORTHING, NORTH NOT TO SCALE ON CENTER POINT OF CURVE POINT OF CURVE ON CURVE, PORTLAND CEMENT CONCRETE PLAIN END POINT OF INTERSECTION POINT OF REVERSE CURVE POINT OF TANGENT POINT OF CURVATURE POINT OF VERTICAL TANGENT POINT OF VERTICAL INTERSECTION RADIUS REINFORCED CONCRETE PIPE RAISED PAVEMENT MARKER RIGHT SLOPE, SOUTH STORM DRAIN STORM DRAIN PIPE STORM SEWER STATION STANDARD SEATTLE TO PORTLAND TANGENT TEMPORARY EROSION AND SEDIMENTATION CONTROL THICK TOP OF CURB TUKWILA TYPICAL WEST, WIDE WITH WASHINGTON STATE DEPT OF TRANSPORTATION LEGEND FASTING ---FO FIBER OPTIC LINE • GAS LINE OH OVERHEAD POWER • UNDERGROUND POWER LINE • SANITARY SEWER LINE • ABANDONED SANITARY SEWER LINE sC STORM DRAIN LINE • TELEPHONE UNE WATER LINE CULVERT CHAIN LINK FENCE -•-•-•-•- WOOD FENCE RIGHT-OF-WAY LINE PROPERTY LINE C SANITARY SEWER MANHOLE STORM DRAIN MANHOLE ❑ STORM DRAIN CATCH BASIN ® WATER METER WATER VALVE WATER VAULT FIRE HYDRANT UTILITY POLE STREET LIGHT GUY ANCHOR PAD MOUNTED TRANSFORMER POWER VAULT GAS METER GAS VALVE TELEPHONE RISER MONUMENT IN CASE SIGN MAILBOX SHRUB TREE, DECIDUOUS TREE, DECIDUOUS SET PK NAIL SET REBAR & CAP FOUND AS NOTED (MIC, MON) -0 NM I TELEPHONE/FIBER OPTIC VAULT EDGE OF WATER ORDINARY HIGH WATER PROPOSED ■ • x SLOPE INDICATOR STORM DRAIN LINE, WITH DIRECTION OF FLOW UNDERDRAIN CATCH BASIN YARD DRAIN MANHOLE FIRE HYDRANT WATER PIPE WATER METER WATER VALVE 90' & 45' & 22' BENDS TEE CROSS END CAP COUPLING THRUST BLOCK SIGN MAILBOX WALL BUTT JOINT FENCE BUS PAD/FOOTING �o°poo�o 00 00 O 000°° El I 1=1 I (=III= 1=1 I 1=1;1=1 CSBC (IN SECTION) GRAVEL BORROW (IN SECTION) SUBGRADE (IN SECTION) TOPSOIL TYPE A (IN SECTION) NEW PAVEMENT, HMA CLASS B OVERLAY, HMA CLASS B CEMENT CONCRETE SURVEY CONTROL SHEET INDEX X (x SITE PREPARATION & TESC PLAN SHEETS PLAN SHEETS ROADWAY PROFILE SHEETS STORM PROFILE SHEETS LANDSCAPE PLAN SHEETS IRRIGATION PLAN SHEETS ILLUMINATION PLAN SHEETS CHANNELIZATION & SIGNING PLAN SHEETS 1. CONTRACTOR IS FULLY RESPONSIBLE FOR ESTABLISHING AND MAINTAINING TEMPORARY CONTROL AS CONTROL POINTS ARE DAMAGED AND/OR REMOVED DURING CONSTRUCTION. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3. CONTOUR INTERVAL = 1 FOOT. 4. HORIZONTAL DATUM IS WASHINGTON STATE PLANE, NORTH ZONE NAD 83/91 IN FEET. SET TEMPORARY CONTROL POINTS AS SHOWN HEREIN. PROJECT CONTROL POINTS: WSDOT MONUMENT ID #5231 & #5272. FOR FULL DESCRIPTION SEE: www.wsdot.wa.gov/monument/report.cfmlmonumentid=5231 FOR FULL DESCRIPTION SEE: www.wsdot.wa.gov/monument/report.cfm?monumentid=5272 5. VERTICAL DATUM IS NAVD 88 ELEVATIONS IN FEET. PROJECT BENCH MARK: WSDOT GP17405-62, MONUMENT ID #895, ELEVATION = 58.66 FEET. A WSDOT BRASS DISK SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. SET TEMPORARY BENCHMARKS AS SHOWN HEREON. FOR FULL DESCRIPTION SEE: www.wsdot.wa.gov/monument/report.cfm?monumentid=895 6. FIELD SURVEY BY EARTH TECH INC., JAN. 4 - MARCH 4, 2005. 7. FORT DENT SEWER LINE DATA WAS EDITED IN MARCH, 2009. INVERT ELEVATIONS WERE TAKEN FROM AS -BUILT MEASUREMENTS MARKED BY HAND ON A PLAN SET ENTITLED "CITY OF TUKWLA FORT DENT INTERURBAN AVENUE SEWER EXTENSION," CITY PROJECT NO. 04-SW02, FILE NO. 203637.10. THE PLOT WAS DATED 09/27/06, THE HAND -EDITS WERE UNDATED. AS -BUILT ELEVATIONS TAKEN FROM THIS PLOT WERE ADJUSTED BY +3.03' TO MATCH THE PROJECT DATUM. HORIZONTAL & VERTICAL CONTROL POINTS PK3 STA 09+43.09, 48.55' RT PK4 STA 52+22.22, 52.28' RT PK13 STA 12+75.35, 36.99' RT PK16 STA 12+75.35, 30.27' RT N. 173109.27 N. 176663.68 N. 173267.90 N. 173457.99 E. 1290386.15 E. 1288257.99 E. 1290093.98 E. 1289788.34 ELEV. 37.84 ELEV. 25.04 ELEV. 38.28 ELEV. 36.07 RC19 RC20 RC21 PK24 STA 19+98.40, STA 28+98.37, STA 26+18.87, STA 36+01.65, 34.08' RT 38.35' RT 25.41' LT 78.00' RT N. 173726.76 N. 174558.47 N. 174274.97 N. 175227.76 E. 1289573.97 E. 1289243.34 E. 1289285.92 E. 1289023.74 ELEV. 32.38 ELEV. 23.58 ELEV. 24.82 ELEV. 23.86 RC25 RC27 RC28 tC31 STA 32+12.53, STA 45+25.27, STA 39+49.18, STA 48+47.98, 55.88' RT 41.77' RT 89.44' RT 39.66' RT N. 174857.37 N. 176074.54 N. 175555.51 V. 176364.25 E. 1289145.08 E. 1288653.13 E. 1288907.64 E. 1288488.08 ELEV. 23.06 ELEV. 27.67 ELEV. 22.95 ELEV. 26.65 LN-OCL2. 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked prol enk prol dir field bk no NA NA NJD NJD date 2/14 2/14 2/14 2/14 KPQ 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 w w.l7g.cam 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SHEET INDEX, LEGEND &ABBREVIATIONS no date revisions 2 107 Steno 0436NDX01.dwg scale WA date 02/2014 6' —10' SIDEWALK _ 0'— 4' 0.5' PLANTER 11.5' — 25' 11.5' CONSTR. CHANNELIZED MEDIAN, 2' MIN LANE(S) LANE LANE MARKING, TYP. SEE CHANNELIZATION PLANS, SHEETS 76 — 84 WIDTH VARIES 11' LANE 11' — 18'± LANE(S) .5' 0' — PLANTER 6' —10' 1' SIDEWALK, WHERE SHOWN ON PLANS CONTAINMENT WALL, WHERE SHOWN ON —.---H.219 . ! PLANS, SEE DETAILS, SHEET S6 SEE ALTERNATE SHOULDER SECTIONS 2 & 3 - 6'*** SIDEWALK 1.516 1.5'•** 11' — 11.5' TYPICAL SECTION A APPROX STA 12+35 TO STA 13+59 NTS 11' — 11.5' CONSTR. CHANNELIZED MEDIAN OR MEDIAN LANE LANE Si 1' WIDTH CROWN VARIES HOFFSET E TABLE 1 HEET 4 1' 11' LANE * SAWCUT & REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS **FOR CROSS SLOPES, SEE SUPERELEVATION DIAGRAM ON PROFILE SHEETS INSTALL MEDIAN WHERE SHOWN ON MEDIAN PLANS AND DETAILS, SHEETS 45-49 LANE MARKING, TYP. SEE CHANNELIZATION PLANS, SHEETS 76 — 84 �LG.` - _;��!<./�. /,,1:c�✓.c�:llllllltl!l:.:G/L��..� : .'ll 'L.f.[i.1•r,� 1' 6' —10' SIDEWALK 0' — 4' 0.5' PLANTER 2' MIN SHOULDER SECTION 1 APPROX STA 10+89 TO STA 12+35, LT NTS REMOVABLE CONTAINMENT WALL 1' 2.19' 5' SIDEWALK TYPICAL SECTION B APPROX STA 13+59 TO STA 21+12 NTS REMOVABLE BARRIER, PER SECTIONS AND DETAILS, SHEET S7 1.57 ALTERNATE SHOULDER SECTION 2 APPROX STA 14+79 TO STA 15+50, LT NTS /z 4' rPLANTER 6' SIDEWALK 1_5% /—HANDRAIL, WHERE / SHOWN ON PLANS. SEE DETAIL, SHEET 6 ALTERNATE SHOULDER SECTION 5 APPROX STA 13+45 TO STA 14+20 NTS 11' LANE 6' 1' 2' MIN* SIDEWALK 1.59°' / ** SAWCUT & REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS. FOR CROSS SLOPES, SEE SUPERELEVATION DIAGRAM ON PROFILE SHEETS BARRIER TRANSITIONS AND FOR LIMITS OF REMOVABLE BARRIER, SEE ROADWAY PLAN SHEET 21 1' 6' SIDEWALK 1.5' 1.5' PERFORATED PIPE 1.5% ALTERNATE SHOULDER SECTION 3 APPROX STA 16+50 TO STA 21+12, LT NTS / SOLDIER PILE RETAINING WALL, WHERE SHOWN ON PLANS HANDRAIL, WHERE SHOWN ON PLANS. SEE DETAIL, SHEET 6 SEE ALTERNATE SHOULDER SECTION 4 AND 5 `I CONC CAP BEAM -- SOLDIER PILE RETAINING WALL, WHERE SHOWN ON PLANS PLANTER SIDEWALK ALTERNATE SHOULDER SECTION 4 APPROX STA 18+36 TO STA 21+12, RT NTS MATERIAL CODE U MATERIALS DESCRIPTION 1 PRELEVEL AS REQUIRED AND 2" HMA CL 1/2°°, PG 64-22 FOR OVERLAY 2 10" HMA CL 1/2", PG 64-22 3 2" CSBC 4 4" CEMENT CONCRETE SIDEWALK 5 CURB & GUTTER, 18 INCH, PER COT STD PLAN RS -09 6 2" BARK MULCH 7 6" TOPSOIL TYPE A 8 GRAVEL BORROW 9 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-02 10 PERMANENT (OR REMOVABLE***) BARRIER, PER WALLS PLANS AND DETAILS, SHEETS S1—S9 11 COMPACTED SUBGRADE 12 EXISTING PAVEMENT 13 6" REINFORCED CEMENT CONCRETE SIDEWALK 14 4" CSBC 15 8" HMA CL 1/2", PG 64-22 16 6" CSBC OR HMA GRINDINGS 17 WALKWAY PAVEMENT, PER WALL PLANS AND DETAILS, SHEETS S1—S8 18 8" CSBC 19 APPROX. LOCATION OF EXISTING 203' WIDE, 123" THICK, CONCRETE PAVEMENT UNDER EXIST. ASPHALT, SEE SPECIAL PROVISIONS NOTE 6, THIS SHEET AND TRENCH BACKFILL NOTE 3, SHEET 8 GENERAL TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED SUITABLE NATIVE OR GRAVEL BORROW. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. SEE ALSO SPECIAL PROVISIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 18" AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. SEE SPECIAL PROVISIONS, SECTION 2-02 FOR EXISTING CONCRETE PAVEMENT REMOVAL REQUIREMENTS IN AREAS OF UTILITY INSTALLATION. 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked proj eng prof dir date 2/14 2/14 2/14 2/14 field bk no KPC 753 9111 Avenue N Seattle, WA 98109 (206) 286-1640 vnwilp0.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S TYPICAL SECTIONS no date Zig- 0 Q2Z revisions 3 X107, file no 0436TYP01.dwg scale WA date 02/2014 6' —10' _ 4x i� SIDEWALK \ 1.57 PLANTER (FOR LOCATION OF SIDEWALK UNDERDRAIN AND DITCH BEHIND SIDEWALK, SEE ,ROADWAY PLANS, SHEETS 20-36 EVEN. 6'-10' ?'7 s SIDEWALK 1.57E 0' — 4' PLANTER 0'-16' 11' LANE OR U—TURN/ BUS PULLOUT*** 2' MIN• 11' LANE ** CONSTR. 11' LANE' CROWN OFFSET SEE TABLE i 0.5' iii „TT 0'-16' 11' LANE _ OR U—TURN/ BUS PULLOUT*** 2' MIN* TABLE 1. CROWN LOCATIONS 11' LANE CONSTR. 11' LANE 19 MEDIAN (WIDTH VARIES) 1' 11' LANE INSTALL MEDIANS WHERE SHOWN zz— ON MEDIAN PLANS AND DETAILS, SHEETS 45-49 / LANE MARKING, TYP. SEE SH6A OPLANS, SHEETSEETS — 8 76 84 ** TYPICAL SECTION C, WITH MEDIAN APPROX STA 21+12 TO STA 51+16 NTS 12' TWO—WAY LEFT TURN LANE, 1 ' L CROWN 0FFSET.j SEE TABLE 1 OR 11' LEFT—TURN LANE, WHERE SHOWN ON PLANS SEE PLANS FOR LOCATION 11' LANE STATION CROWN OFFSET FROM CENTERLINE BEGINNING OF PROJECT — 13+50 MATCH EXISTING 13+50 — 14+50 TRANSITION FROM EXISTING 14+50 15+25 — 15+25 3.5' (TRANSITION TO SUPER) — 20+71 SUPER 20+71 — 23+46 5.5' (TRANSITION TO CROWN) 23+46 — 44+00 5.5' 44+00 — 45+84 5.5' (TRANSITION TO SUPER) 45+84 — 48+15 SUPER 48+15 — 50+00 5.5' (TRANSITION TO CROWN) 50+00 — 51+00 TRANSITION TO EXISTING 51+00 — END OF PROJECT MATCH EXISTING * SAWCUT & REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS **FOR CROSS SLOPES, SEE SUPERELEVATION DIAGRAM ON PROFILE SHEETS ***FOR LOCATION OF U—TURN/ BUS PULLOUTS, SEE ROADWAY PLANS. PULLOUT CROSS SLOPES MATCH INSIDE LANES EXCEPT WHERE LISTED BELOW: PULLOUT STA RANGE CROSS SLOPE 33+82 — 35+83 LT +1% TYPICAL SECTION C, WITHOUT MEDIAN APPROX STA 21+12 TO STA 51+16 NTS 4' 6' PLANTER SIDEWALK ALTERNATE SHOULDER SECTION 5 APPROX STA 26+00 TO STA 28+15, RT NTS 11' LANE 11' LANE OR .5 0'-4' 6'-10' 0'-16' EXISTING GROUND 11' LANE MODULAR BLOCK WALL SEE SHTS 55 & 57 U—TURN/ BUS PULLOUT*** 11' LANE OR PLANTER SIDEWALK 0'-16' U—TURN/ BUS PULLOUT*** 2' MIN' 5 0' — 4'_ _ 6' — 10' PLANTER SIDEWALK l SEE ALTERNATE SHOULDER SECTION 5 & 6 SEE ALTERNATE SHOULDER SECTION 5 & 6 0 STRUCTURAL EARTH WALL, SEE SHTS 56-57 i-- EXISTING GROUND M4 ALTERNATE SHOULDER SECTION 6 APPROX STA 44+85 TO STA 45+90, RT NTS — 2" HMA, CLASS 1/2", PG 64-22, FOR OVERLAY 10" HMA, CLASS 1/2", PG 64-22 6" CSBC OR HMA GRINDINGS — COMPACTED SUBGRADE ROAD WIDENING SECTION WHERE NOTED ON PLANS NTS MATERIAL CODE CU MATERIALS DESCRIPTION 1 PRELEVEL AS REQUIRED AND 2" HMA CL 1/2", PG 64-22 FOR OVERLAY 2 10" HMA CL 1/2", PG 64-22 3 2" CSBC 4 4" CEMENT CONCRETE SIDEWALK 5 CURB & GUTTER, 18 INCH, PER COT STD PLAN RS -09 6 2" BARK MULCH 7 6" TOPSOIL TYPE A 8 GRAVEL BORROW 9 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-02 10 PERMANENT BARRIER, PER WALLS PLANS AND DETAILS, SHEETS S1—S9 11 COMPACTED SUBGRADE 12 EXISTING PAVEMENT 13 6" REINFORCED CEMENT CONCRETE SIDEWALK 14 4" CSBC 15 8" HMA CL 1/2", PG 64-22 16 6" CSBC OR HMA GRINDINGS 17 WALKWAY PAVEMENT, PER WALL PLANS AND DETAILS, SHEETS St—S8 18 8" CSBC 19 APPROX. LOCATION OF EXISTING 20±' WIDE, 12±" THICK, CONCRETE PAVEMENT UNDER EXIST. ASPHALT, SEE SPECIAL PROVISIONS NOTE 6, THIS SHEET AND TRENCH BACKFILL NOTE 3, SHEET 8 It 3 GENERAL TYPICAL SECTION NOTESIIM 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED SUITABLE NATIVE OR GRAVEL BORROW. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. SEE ALSO SPECIAL PROVISIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 18" AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 6. SEE SPECIAL PROVISIONS, SECTION 2-02 FOR EXISTING CONCRETE PAVEMENT REMOVAL REQUIREMENTS IN AREAS OF UTILITY INSTALLATION. 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked proi eng proldir by NA OBJ NA NJD date 2/14 2/14 2/14 2/14 field bk no KPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.4g.cam 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S TYPICAL SECTIONS no date revisions u o- F 4 107 file no 0436TYP02.dwo scale N/A date 02/2014 C7- - L/Cf.-Co2L DRIVEWAY SCHEDULE DRIVEWAY NO. STATION OFFSET APPROACH WIDTH (LF) DRIVEWAY WIDTH (LF) DRIVEWAY LENGTH (LF) DETAILS D1 13+30.85 29.0' RT 30 20 39 THIS SHEET D2 21+88.68 39.0' RT 28 26.9 20.0 THIS SHEET D3 22+53.00 18.0' LT 20 17.2 15.3 THIS SHEET D4 24+15.96 39.0' RT 30 34.7 15.2 THIS SHEET D5 24+83.40 18.0' LT 35 34.4 20.1 THIS SHEET D6 25+70.02 18.0' LT 25 35.6_ 25 THIS SHEET D7 27+44.95 18.0' LT 35 41.0 13.4 THIS SHEET 08 _ D9 28+89.07 18.0' LT 35 30 13 THIS SHEET 100+73.51 14.5' RT - 18.5 9.0 - D10A 33+92.04 18.7' LT 35 47.8 18.8 TUK STD DETAIL RS -09** D1OB 35+83.20 18.0' LT 35 38.0 34.0 TUK STD DETAIL RS -09** 011 39+41.14 18.0' LT 50 50.0 14.0 THIS SHEET D12 41+55.20 18.0' LT 30 28.8 6.7 THIS SHEET D13 43+56.75 18.0' LT 32 26.7 22.0 TUK STD DETAIL RS -09** 014A 37+50.66 55.0' RT 30 - - TUK SID DETAIL RS -09** _ D14B 40+20.48 39.0' RT 30 - - THIS SHEET D15 49+98.00 18.0' LT 25 - - THIS SHEET D16 50+72.56 18.0' LT 22 25.8 5.5 TUK STD DETAIL RS- 088** D17 32+42.04 18.0' LT 35 - - THIS SHEET D18 44+62.25 18.0' LT 35 - - THIS SHEET ** DRIVEWAY ENTRANCE CROSS -SLOPE = 1.5% REFERENCE STATION NEW DRIVEWAY APPROACH APPROACH WIDTH DRIVEWAY WIDTH DRIVEWAY DETAIL NTS BACK OF NEW SIDEWALK - NEW HMA DRIVEWAY RAMP REMOVE EXISTING ASPHALT DRIVEWAY AS NECESSARY 3" HMA, CLASS 1/2", PG 64-22 4" CSBC COMPACTED SUBGRADE ASPHALT DRIVEWAY AND PARKING LOT SECTION NTS 6' 6' SLOPE ROUNDING 3/8" THRU EXPANSION JOINT, SCORE LINE IF POURED MONOLITHIC 4" CSBC COMPACTED SUBGRADE SECTION DETAIL A -A SEE DWY PROFILES, SHEETS 50 TO 53 *USE -1.5% FOR 01, D2, D3 AND D4 NOTES 1. ALL JOINTS SHALL BE CLEANED AND EDGED. 2. MAXIMUM DRIVEWAY GRADE BEHIND APPROACH IS 15%. 8' SLOPE ROUNDING IS RECOMMENDED TO TRANSITION FROM BACK OF APPROACH TO DRIVEWAY GRADES OF 5% TO 10% FOR DRIVEWAY GRADES OVER 10%, 12' TO TRANSITION FROM BACK OF APPROACH TO THE DRIVEWAY SLOPE IS REQUIRED. 3. CONCRETE SHALL BE P.C.C. CLASS 3000, 1 -DAY. 4. CONCRETE PAVEMENT SHALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH OF A TYPE APPROVED BY THE ENGINEER. � S:41111,1*C- R\3" 5. 3/8" THRU EXPANSION JOINTS SHALL e p BE PLACED AT BACK, SIDES AND �5FRONT. MAXIMUM EXPANSION JOINT __\ !2 SPACING 10' CENTER TO CENTER. 44R/ 3/e" EXPANSION JOINT (TYP) %2" CURB EXPOSURE AT 44 A� _DRIVEWAY APPROACH k 490 144. FOUL Mq A Vi®01011 DRIVEWAY APPROACH 01 - 08, D11, D12, D146, D15, D17, D18 NTS FULL DEPTH EXPANSION JOINT CEMENT CONCRETE SIDEWALK HMA CLASS 1/2", PG 64-22 RAMP - MATCH EXISTING PAVEMENT SIDEWALK TRANSITION RAMP DETAIL NTS CURB & GUTTER CEMENT CONCRETE SIDEWALK HMA CLASS B RAMP --, GRATE OR LID - FRAME I I ADJUSTING BRICK /1 OR CONCRETE RISER, / NO STEEL RISERS ALLOWED (TYP) NOTE: CONCRETE PERIMETER SHALL EXTEND 2" BELOW ADJUSTMENT RINGS HMA OVERLAY TO BE FLUSH WITH PAVEMENT SEAL JOINT PER WSDOT STD SPECS 5-04.3(19) EXIST CB OR MANHOLE 1' 0" - SEAL JOINT WITH PAVING ASPHALT \` CLASS 3000 CEMENT CONC (TYP) DIG OUT LIMIT UTILITY ADJUSTMENT DETAIL FOR CATCH BASINS & MANHOLES NTS 12' ,- HMA OVERLAY GRIND EXISTING '- EXISTING ROADWAY TO ROADWAY FORM BUTT JOINT BUTT JOINT DETAIL NTS i MATCH EXISTING / PAVEMENT-- . \ �PSC\\C -- CURB & ZPQ�` GUTTER ASPHALT RAMP DETAIL NTS FOR STATIONS & OFFSETS, SEE PLANS SIDEWALK TRANSITION DETAIL NTS 4/0-. ao22. 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by NA NA NA NJD date 2/14 2/14 2/14 2/14 KPC 7539th Avenue N Seattle, WA 98109 (206) 286-1640 wew.09.cam 2502 Jefferson Avenue Tacoma, WA 96402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S DETAILS no date revisions 5 107 file no 0436DET01.dwg scale N/A date 02/2014 I CURB AND GUTTER 2" x 3/4" EXPANSION — 4" x 3/8" EXPANSION JOINT MATERIAL JOINT MATERIAL - NEW SIDEWALK J1 1 %z TACK COAT JOINT SECTION DETAIL A—A WWF 4x46/6 WIRE MESH 4" MIN CEMENT CONCRETE SIDEWALK 2" CSBC DIRECTION OF TRAVEL TREE PROTECTION AREA — NO CONSTRUCTION EQUIPMENT OR ACTIVITIES ALLOWED WITHIN THIS AREA. 8' MIN. UNLESS OTHERWISE NOTED ON PLANS REMOVABLE 4' HT (MIN) ORANGE BARRIER TREE PROTECTION FENCING, SEE SITE PREP PLANS, SHEETS 11-19 FOR LOCATIONS AT INDIVIDUAL TREES. EXISTING TREE (TYP) BUS STOP PAD SCHEDULE STATION OFFSET SIZE 13+42.5 25.1' LT 10' x 8' 34+42.5 30.0' LT 10' x 8' 36+96.3 55.0' RT 10' x 8' \— REFERENCE STATION BUS STOP PAD DETAIL NTS *1'-0" MAX TO BACK OF SIDEWALK OR EDGE OF CEMENT CONCRETE PAVING '68-11M64-14-111111"4401414/414.4/4 / SEE NOTES 1-5 NOTES 1. DIGGING WITHIN DRIP LINE OF EXISTING SIGNIFICANT TREES TO REMAIN, SHALL BE DONE UNDER THE SUPERVISION OF THE CITY ENGINEER. DRIP LINE SHALL BE DETERMINED BY THE ARBORIST FOR EACH TREE WITHIN TREE PROTECTION ZONE. 2. REMOVE ONLY AS MUCH SUBGRADE AS REQUIRED TO INSTALL IMPROVEMENTS. NO OVER EXCAVATION IN TREE ROOT AREA WITHIN TREE PROTECTION ZONE. 3. CUT EXPOSED ROOTS NEATLY WITH SHARP SAW. DURING EXCAVATION FOR SIDEWALK AND UTILITIES, COVER ENDS OF SEVERED ROOTS OVER 1" IN DIA, WITH PLASTIC, TO PREVENT MOISTURE LOSS, AND SECURE IN PLACE AROUND EACH ROOT, UNTIL TRENCH IS BACKFILLED AND SIDEWALK/ PAVEMENT COMPLETED. 4. THOROUGHLY WATER SOIL AROUND ROOTS BEFORE COVERING WITH PLASTIC, DURING HOT WEATHER. 5. SEE SPECIFICATION SECTION 2-01, CLEARING AND GRUBBING, OF THE SPECIAL PROVISIONS. /• . SECTION PRIOR TO SIDEWALK INSTALLATION TREE &ROOT PRECKI�DtEAILS NTS ASPHALT DRIVEWAY -- EXISTING SEWER MANHOLE COVER } POSITION FACE OF CURB 3" MIN BEHIND EXISTING VAULT COVER. / SLOPE TO DRAIN AWAY FROM MANHOLE 2*4, CURB BUMP -OUT DETAIL ON S 149TH ST, STA 100+75 RT ♦\ #2 BAR, \-- TYP. NTS ''%`:>\,%/>,>/W .. CEMENT CONCRETE PATH DETAIL NTS CEMENT CONCRETE TRAFFIC CURB AND GUTTER 4" CEMENT CONC SIDEWALK 2" CSBC -COMPACTED SUBGRADE CENTER OF �{STALLI II 5-1/2" 11 —I f--- 2" min 1-7-1/2" 2-1/2" BAR TYPICAL NOTES: 1. CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. 1 U) N 6' OC (TYP) 12 EQUAL SPACES WITH 11 POSTS 274" DIA METAL �j 7,—HEMISPHERETOP I CAP WELD TO METAL PLATE LEVEUNG WASHERS, TYP. /3'X3"XY4" METAL PLATE, WELD TO POST POST CAP ELEVATION METAL HEMISPHERE 6' MIN. TO TOP CAP BACK OF POST CAP PLAN CEMENT 5" CONCRETE r—.1 SIDEWALK OR WALKWAY METAL POST C 74" 0 S.S. TAMPER 'NOin} RESISTANT ANCHOR JA p` i BOLTS WITH CAP 2. ANCHOR WHEEL STOP TO PAVEMENT WITH TWO(2) GALVANIZED 36" STEEL DOWELS OR GALVANIZED NO. 5 STEEL REINFORCING BARS. CEMENT CONCRETE WHEEL STOP DETAIL NTS TRAFFIC BARRIER BASE PLATE - Y" THICK METAL BASE PLATE SECTION ELEVATION 2" X 1ii" X 36" THICK METAL TOP RAIL 1" X 1" SQ X X" THICK METAL VERTICAL RAILS, INSTALL VERTICAL AND PLUMB 2l4" SO X 3{6" THICK METAL POST, INSTALL VERTICAL AND PLUMB 2" X 174" X 7¢" THICK METAL BOTTOM RAIL METAL BASE PLATE, SURFACE MOUNT WITH ANCHOR BOLTS, INSTALL LEVEL WITH LEVELING WASHERS FINISH GRADE STRUCTURAL EARTH WALL OR SOLDIER PILE RETAINING WALL HAND RAILING DETAIL NTS VERTICAL SAWCUT_._ FULL DEPTH, TYP I / PAVEMENT REPAIR EXISTING HMA SURFACE, ,! DEPTH VARIES / `, TACK WITH PAVING/�` ASPHALT NOTES: 1. PAVEMENT REPAIR DEPTHS: INTERURBAN AVE — 10" SIDE STREETS — 6" 2. HMA FOR PAVEMENT REPAIR SHALL BE PLACED IN 3" MAX/ 2" MIN UFTS — COMPACTED SUBGRADE PAVEMENT REPAIR/OVERLAY NTS L/%'- 00 22 NOTES METAL SO POSTS METAL TOP RAILS — METAL VERTICAL RAILS, PLUMB - METAL BOTTOM RAIL — FINISHED GRADE OF SIDEWALK TAPER GROUT UNDERNEATH AWAY FROM BASE PLATE, TYP. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS. 2. ALL HAND RAILING PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON—SITE DELIVERY. 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. RAILING, POSTS, TOP RAIL, BOTTOM RAIL AND VERTICAL RAILS SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND DELIVERY TO THE JOB SITE. 5. BOTTOM AND TOP RAILS SHALL MATCH SLOPE OF FINISHED GRADE OF SIDEWALK. 6. CONTRACTOR TO PROVIDE TOLERANCES WITH SLEEVES FOR HAND RAILING INSTALLATION PER THE SPECS. HMA OVERLAY WHERE IDENTIFIED ON PLANS CL }" PG 64-22 FOR PAVEMENT REPAIR, SEE NOTES FOR COMPACTED DEPTH. MATCH EXISTING PAVEMENT GRADE 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked prof eng prof dir field bk no NA NA NA NJD date 2/14 2/14 2/14 2/14 KPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.latg.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(0101-1 INTERURBAN AVENUE S DETAI LS no date revisions 6 ` 107 file no 0436DET 2.dwg scale N/A date 02/2014 6" 1 cV � w ce O N Lo 48"j SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CLEANOUT COVER CAST IN TOP SLAB TOP VIEW RECESSED TREE FRAME AND GRATE CAST IN TOP SLAB GALVANIZED ANGLE NOSING 6" SHAPE INLET TO CURB CURB 8" TOP SLAB INTERLOCKING JOINT (TYP) N CURB AND GUTTER UNDERDRAIN STONE DOWEL BARS O 12" O.C. FILTER MEDIA PERFORATED UNDERDRAIN SYSTEM FILTERRA STANDARD PRECAST UNIT NTS SEE IRRIGATION PLANS FOR CONNECTIONS TO FILTERRA STRUCTURE PROVIDE 18" CLEARANCE 18 BETWEEN EDGE OF FILTERRA UNIT AND EDGE OF PLANTER (BOTH SIDES) LANDSCAPE PLANTER GALVANIZED ANGLE NOSING 4" MIN THROAT OPENING CURB AND GUTTER FLOW LINE THROAT ELEVATION CAST -IN-PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR) PRECAST / TOP SLAB #4 DOWEL BARS ® 12" O.C. TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL FILTERRA THROAT OPENING NTS OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA UNIT) TO 6" PVC WITH 6" - 4"X 6" PVC REDUCER AND PVC COUPLING. 6" PVC TWO (2) - 22.5' BENDS CONNECT 6" PVC TO BYPASS STRUCTURE TRANSITION TO DEPRESSED GUTTER ON BOTH SIDES OF UNIT (SEE DETAIL) -- THROAT (ENTRANCE) ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE. FILTERRA LAYOUT VIEW AND SCHEDULE NTS SEE BELOW RIM ELEVATION \ AT FLOW LINE `BYPASS STRUCTURE THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT DO NOT REMOVE. LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA UNIT IS ACTIVATED 18.5" 24.5" DEPRESSED GUTTER CROSS-SECTION NTS BYPASS STRUCTURE FILTERRA UNIT TOP OF CURB DEPRESSED GUTTER TRANSITION NTS FILTERRA UNITS FOR WATER QUALITY FILTERRA TREE BOX UNIT BYPASS STRUCTURE STRUCTURE ID STATION/OFFSET 1 SIZE TEROAT ELEVATION2 OUTLET ELEVATION STRUCTURE IC STATION/OFFSET1 RIM INLET ELEVATION NOTES F1 18+70.17 (31.17' R) 4' X 6' 33.62' IE 30.76 (N) 6" PVC 23 18+76.73 (27.79' R) 33.51' IE 29.50 (E) 6" PVC F2 19+72.38 (33.73' R) 4' X 4' 31.96' IE 29.13 (N) 6" PVC 16 19+81.33 (30.63' R) 31.87' IE 28.79 (E) 6" PVC F3 22+65.56 (41.00 R) 4' X 6' 27.93' IE 25.10 (N) 6" PVC 26 22+75.00 (37.56' R) 27.81' IE 24.83 (6) 6" PVC F4 24+52.23 (41.00' R) 4' X 6' 25.86' IE 23.03 (N) 6" PVC 143 24+61.67 (37.56' R) 25782' IE 22.29 (E) 6" PVC F5 25+98.56 (41.00' R) 4' X 4' 24.66' IE 21.83 (N) 6" PVC 37 26+08.00 (37.56' R) 24.63' IE 21.24 (6) 6" PVC PROVIDE ADDITIONAL PRECAST 3" DIA SLEEVE FOR IRRIGATION4 F6 27+69.50 (41.00' R) 4' X 4' 23.80' IE 20.97 (N) 6" PVC 45 27+80.00 (36.68' R) 23.79' IE 21.00 (E) 6" PVC PROVIDE ADDITIONAL PRECAST 3" DIA SLEEVE FOR !RRIGATION4 F7 29+07.64 (41.00' R) 4 X 4' 23.11' IE 20.28 (N) 6" PVC 49 29+14.69 (37.50' L) 23.06 IE 19.96 (E) 6" PVC . STATION/OFFSET PROVIDED ARE TO THE CENTER OF THE STRUCTURE 2. THROAT ELEVATION = GUTTER ELEVATION MINUS 2 INCHES 3. CONNECT 6 -INCH PVC TO FILTERRA UNIT WITH ADAPTER. 4. CUSTOM MODIFICATION TO FILTERRA UNIT, COORDINATE WITH MANUFACTURER FILTERRA SCHEDULE 6" fl " PREMOLDED JOINT FILLER (TYP.) TOP OF GUTTER PAN L/V-oo22. 2-27-2014 PUBLIC WORKS _DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * 4 designed drawn checked Wei eng prof dir field bk no by WRE WRE NJD NJD date 2/14 2/14 2/14 2/14 KPC 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 twockpg.com 2502 Jefferson Avenue Tacoma, WA 93402 (253) 627-0720 BID DOCUMENT FEDERALAID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-1 16(010)-1 INTERURBAN AVENUE S DRAINAGE DETAILS no date revisions 7 107 file no 0436DET03.dwg scale N/A date 02/2014 NOTES: PROPOSED / SIDEWALK — / SEEDED OVER / 2" TOPSOIL J COMPACTED SUBGRADE, TYP. BENCH WIDTH VARIES (1' MIN) 6" PERF PVC 1. CONFIRM EXACT ALIGNMENT AND LIMITS OF DITCH INSTALLATION WITH ENGINEER PRIOR TO CONSTRUCTION. UNDERDRAIN UPPER BAND 1 PLAN 24" DRAINAGE DITCH DETAIL NTS 3/4"0 SMOOTH ROUND BARS EQUALLY SPACED (4" OC MAXIMUM) 3/4"0 SMOOTH ROUND BARS, EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS. NOTES: MATCH EXISTING GROUND WRAP DRAIN ROCK WITH GEOSYTHETIC FOR UNDERGROUND DRANAGE GRAVEL BACKFILL FOR DRAINS 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 2. STEEL DEBRIS CAGE SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO M111). 3. ALUMINUM IS AN OPTIONAL CAGE MATERIAL. 4. SIZED TO FIT OVER TYPE 2 CB. 5. DEBRIS CAGE SHALL BE LOCKING. 49/6" HOLES, EQUALLY SPACED SEE NOTE 4 ELEVATION — LOWER BAND DEBRIS CAGE INLET DETAIL NTS 2' — 4' 6" CSBC SAWCUT IN NEAT VERTICAL LINE, SEAL WITH PAVING OIL—. PAVED AREAS WIDTH VARIES, SEE PLANS SIDEWALK AREAS EXISTING PAVEMENT,;,/,- DEPTH AVEMENT •,.,.r DEPTH VARIES /2- /. />, / -./ • a `,!%/A/,'' - 2" 2- 2" HMA CL 1/2", PG 64-22 OVERLAY 10" HMA CL 1/2", PG 64-22 j/ 6" CSBC OR HMA GRINDINGS FOR SPECIFIED BACKFILL, SEE BACKFILL NOTES THIS PAGE CEMENT CONC SIDEWALK GRAVEL BACKFILL FOR PIPE ZONE BEDDING SDP, SIZE AS SHOWN ON PLANS GRAVEL BACKFILL FOR DRAINS — GEOSYNTHETIC FOR UNDERGROUND DRAINAGE 6" PERFORATED UNDERDRAIN PIPE 1' MIN DEPTH FROM EXISTING BASE NOTES: 2" CSBC "—GRAVEL BORROW WHERE NECESSARY 1. CONFIRM EXACT LIMITS OF UNDERDRAIN INSTALLATION WITH ENGINEER PRIOR TO CONSTRUCTION. SIDEWALK UNDERDRAIN DETAIL NTS gCATOi BASIN WITH DEBRIS CAGE INLET NTS . i / MAX. MAX. PAY LIMIT 4" CEMENT CONCRETE CSBC — COMPACTED SUBGRADE 0 0 UNDISTURBED SUBGRADE • ID + 30" FOR 8"0 & 12"0 SDP • (1.5 * ID) + 18" FOR SDP 18 0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. TYPICAL SDP TRENCH DETAIL NTS ROADWAY—,, NOTE: 1. STORM DRAIN MARKER SHALL BE 4" STAINLESS STEEL DISC PAINTED (BLUE) AND SHALL READ: "NO DUMPING DRAINS TO RIVER" AS SHOWN. 2. INSTALL AT EACH CATCH BASIN LOCATION WITHIN THE PROJECT LIMITS PER STORM DRAIN MARKER INSTALLATION DETAIL, THIS SHEET. STORM DRAIN MARKER NTS TRENCH BACKFILL NOTES: 1. UNDER SIDEWALK AND HMA PAVEMENT AREAS, BACKFILL WITH GRAVEL BORROW OR SUITABLE NATIVE BACKFILL IF APPROVED BY THE ENGINEER, UP TO SUBGRADE ELEVATION 2. FOR TRENCH CROSSING PAVEMENT WITH EXISTING CEMENT CONCRETE UNDERLAYMENT, BACKFILL WITH CDF UP TO SUBGRADE ELEVATION 3. WHEN REMOVING CEMENT CONCRETE UNDERLAYMENT LONGITUDINALLY TO ROADWAY CENTERLINE, REMOVE BACK TO NEAREST LANE LINE OR AS DIRECTED BY THE ENGINEER AND RESTORE WITH NEW ROADWAY SUBGRADE 4. NATIVE BACKFILL MATERIALS SHALL ONLY BE USED WHEN APPROVED BY THE ENGINEER, THEREFORE THE CONTRACTOR SHALL ASSUME ALL TRENCHES SHALL BE BACKFILLED WITH SELECT MATERIALS. DRAINAGE STRUCTURE CURB AND GUTTER \—INSTALL STORM DRAIN MARKER NOTE: SEE NOTES BELOW 1. IF STORM DRAIN INLET IS ADJACENT TO CONCRETE CURB AND GUTTER, THE STORM DRAIN MARKER SHALL BE PLACED AT THE TOP OF CURB CENTERED ALONG THE CURB AND INLET AS SHOWN. 2 IF STORM DRAIN INLET IS NOT ADJACENT TO CONCRETE CURB AND GUTTER, STORM DRAIN MARKER SHALL BE PLACED ON THE FIELD SIDE OF THE INLET, CENTERED ON THE INLET, AND WITH NO MORE THAN 12" SEPARATION FROM THE INLET. IF STORM DRAIN INLET IS ADJACENT TO THICKENED EDGE, PLACE STORM DRAIN MARKER ON THICKENED EDGE. 3. IF STORM DRAIN INLET IS ASSOCIATED WITH AN ADJACENT SIDEWALK OR PAVED WALKWAY, ORIENT THE STORM DRAIN MARKER TOWARD THE SIDEWALK OR PAVED WALKWAY 4. IF NO SIDEWALK OR PAVED WALKWAY EXISTS, ORIENT THE STORM DRAIN MARKER TOWARD THE ROADWAY. STORM DRAIN MARKER INSTALLATION NTS 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Vol cog Prol dir field bk no by WRE WRE NJD NJD date 2/14 2/14 2/14 2/14 KPC 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 Wef* kpg.cem 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S DRAINAGE DETAILS e—edtes-ol 2z_ no date revisions 8 107 file no 0436DET04.dwg scale date 02/2014 % GENERAL NOTES .1 AN EROSION CONTROL SYSTEM USING THE MINIMUM BMP'S IS TO BE INSTALLED PRIOR TO ANY CLEARING OR GRADING. ADDITIONAL EROSION CONTROLS MAY BE REQUIRED BY THE ENGINEER AS WEATHER AND FIELD CONDITIONS DICTATE. LOCATIONS FOR STOCKPILED MATERIAL MUST BE APPROVED BY THE ENGINEER/PROJECT MANAGER AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS — COVERING" (RCW 46.61.655.3/4) AND KING COUNTY CODE "UNSECURED LOADS" (KCC 10.12.0408). TESC PLAN & WRITTEN CONSTRUCTION SEQUENCE A TEMPORARY EROSION & CONTROL PLAN AND WRITTEN CONSTRUCTION SEQUENCE DESCRIBING HOW CONSTRUCTION AND EROSION CONTROL WILL PROGRESS, RESTORATION 8Y SECTION, AND PROTECTION OF STOCKPILE AREAS IS REQUIRED. THE CONSTRUCTION SEQUENCE WILL BE REVIEWED WITH THE ENGINEER AT THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL ALSO DEVELOP A "SPCC" PLAN AND IDENTIFY PERSON(S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD OCCUR. TEMPORARY EROSION CONTROL CLEARING SHALL BE LIMITED TO THE AREA OF CONSTRUCTION ACTIVITY. DURING WET WEATHER SEASON (OCTOBER 1 THROUGH APRIL 30) THE TIME OF DISTURBED SOIL EXPOSURE SHALL NOT EXCEED 24 HOURS. FROM MAY 1 TO SEPTEMBER 31 THE TIME OF EXPOSURE SHALL NOT BE MORE THAN 5 DAYS. EXPOSED SOIL MUST BE COVERED AT THE END OF THE CONSTRUCTION WEEK AND ALSO AT THE POSSIBLE THREAT OF RAIN. THE CONTRACTOR SHALL HAVE A SUFFICIENT AMOUNT OF MATERIALS FOR PLASTIC COVERING TO PROVIDE EROSION CONTROL FOR THE SITE AND EMERGENCY PURPOSES. SILT FENCING SILT FENCING SHALL BE PLACED DIRECTLY OUTSIDE THE CONSTRUCTION LIMITS AT ALL LOCATIONS WHICH HAVE THE POTENTIAL FOR RUNOFF FROM EXPOSED SOILS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SILT FENCING IN ACCORDANCE WITH THE DETAIL, SEE THIS SHEET. APPROVED FABRICS ARE WOVEN GEOTEXT1LES SPECIFICALLY MANUFACTURED FOR SILT FENCE APPLICATIONS, IN ACCORDANCE WITH SECTION 9-33 OF THE STANDARD SPECIFICATIONS. THE TEMPORARY SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF THE SILT FENCE, BUT SHALL ALLOW THE WATER, WITHOUT SOIL, TO PASS THROUGH THE FENCE. AS DETERMINED BY THE ENGINEER, DAMAGED AND OTHERWISE IMPROPERLY FUNCTIONING PORTIONS OF SILT FENCE SHALL BE REPAIRED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. SEDIMENT TRAPPING DEWATERING DEVICE, IF NEEDED, SHALL BE DISCHARGED WHERE SEDIMENT, AND/OR OTHER POLLUTANTS, WILL NOT ENTER THE DRAINAGE SYSTEM. PER DEPARTMENT OF ECOLOGY GUIDELINES, WASTEWATER FROM PORTLAND CEMENT CONCRETE, MASONRY, AND ASPHALT CONCRETE CUTTING OPERATIONS SHALL NOT BE DISCHARGED TO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. SEDIMENT AND GRIT CONTAMINATION FROM CUTTING OPERATIONS SHALL BE PREVENTED FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. BMP MAINTENANCE ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION BMP'S SHALL BE INSPECTED DAILY AND SUBSEQUENTLY MAINTAINED PER THE WASHINGTON STATE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN AND THE DEVELOPMENT STANDARDS SO THAT THEY FUNCTION AS INTENDED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, AND THE POTENTIAL FOR ON—SITE EROSION HAS PASSED. AT NO TIME SHALL MORE THAN 0.5 FEET OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED JUST PRIOR TO FINAL INSPECTION APPROVAL. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. DUST CONTROL PREVENTATIVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKEN. CONTRACTOR SHALL PREVENT WIND TRANSPORTED DUST TO BE DEPOSITED IN DRAINAGE WAYS OR WATER RESOURCES. WHEN USING WATER FOR DUST CONTROL, SPRAY UNTIL SOIL IS WET BUT RUNOFF IS NOT INITIATED. PAVED STREETS SHALL BE SWEPT DAILY FOLLOWING CONSTRUCTION ACTIVITIES. PERMANENT EROSION CONTROL ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED BY LANDSCAPING AND REVEGETATION (SEE PLANS). UNDERGROUND UTILITY LINES WHEN CONSTRUCTING UNDERGROUND UTILITY LINES, NO MORE TRENCH SHALL BE OPENED THAN CAN BE CLOSED IN A SINGLE DAY, OR MORE THAN 500 FEET, WHICHEVER IS LESS. EXCAVATED MATERIAL SHALL BE PLACED ON THE DOWNHILL SIDE OF THE TRENCH WHERE CONSISTENT WITH THE SAFETY AND SPACE CONSIDERATIONS. TEMPORARY TRENCH DEWATERING DEVICES SHALL NOT BE DISCHARGED INTO SURFACE WATERS OR TO THE STORM DRAIN SYSTEM WITHOUT PRIOR TREATMENT. TRENCHES SHALL BE CLOSED AT THE END OF EACH DAY UNLESS OTHERWISE ALLOWED BY THE ENGINEER. FOR U11LITY TRENCHING AND OTHER CLEARING AND GRADING WORK IN STREET RIGHTS—OF—WAY, EROSION AND SEDIMENTATION CONTROL BMP'S, PER THE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN, AND STANDARD DETAILS SHALL BE USED. THE BMP'S SHALL BE MAINTAINED DAILY. EASEMENTS ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE PROTECTED, AND ALL EASEMENT RIGHTS MAINTA J D. T — TOE IN SHEETING IN 4" X 6" TRENCH A MIN OF 8' SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. - CONVEY RUNOFF TO APPROVED LOCATION. TERMINATE AT LEVEL AREA. , FOLD UNDER 4" & STAPLE , PROVIDE ENERGY AT 12" INTERVALS. / DISSIPATION AT TOE / ' / WHEN NEEDED. ' TOE IN SHEETING IN 4" X 6" TRENCH A MIN OF 3' SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. —" ADAPTOR SKIRT TRIM TO WITHIN 3" TO 5" OF GRATE -- GEOTEXTILE FABRIC PLASTIC COVERING NTS NOTES: 1. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND 8E WEIGHTED OR TAPED. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. 5. CONSTRUCT BERM OR SWALE AT TOP OF SLOPE AS DIRECTED 8Y THE ENGINEER. 6. DITCH AT BASE OF SLOPE AS REQUIRED BY THE ENGINEER. DISCHARGE TO APPROVED LOCATION. 6' MAX NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT—OF—WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. 3. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AT ALL ACCESS POINTS TO THE RIGHT OF WAY FROM MATERIAL STAGING AREAS. 642. tiJ 1 'tP '\ E os- \S�o\'s p CONSTRUCTION ENTRANCE NTS — — FILTER FABRIC MATERIAL 36" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POST 1 LJ RETRIEVAL STRAP / CATCH BASIN INSERT 4k NTS OVERFLOW BYPASS FOR PEAK STORM VOLUMES GEOTEXTILE FABRIC — SEDIMENT ACCUMULATION w 2" X 2" STD WOOD POST OR EQUAL ALTERNATE: STEEL FENCE POSTS ELEVATION \I I I�I\ j l '— SEAL FILTER MATERIAL LJ AGAINST GROUND SURFACE GRUB SURFACE FOR TIGHT SEAL 8" MIN. FILTER FABRIC MATERIAL PROVIDE 3/4" TO 11/2" GRAVEL BACKFILL SILT FENCE DETAIL NTS NOTES: 1. INSERT SHALL BE INSTALLED IN CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE CONSTRUCTION ZONE PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPUSHED BY REMOVING THE INSERT, EMPTYING, AND RE—INSERTING IT INTO THE CATCH BASIN. 4. CATCH BASIN INSERTS SHALL BE USED FOR TEMPORARY STORMWATER TREATMENT DURING CONSTRUCTION. EXISTING CATCH BASINS MAY BE EQUIPPED WITH INSERTS FOR SEDIMENT CONTROL DURING CONSTRUCTION AND RECONFIGURED IN NEWLY INSTALLED CATCH BASINS AS THE WORK PROGRESSES. • EJ�pSS\ P \�Q�yOSp•c�S FQF. c' SECTION NOTES: cont. 5. EACH INSERT MAY BE REMOVED AND RE—INSTALLED ONLY ONCE, AND ONLY IF THE INSERT REMAINS INTACT AND IN FULL WORKING CONDITION, SUBJECT TO THE APPROVAL OF THE ENGINEER, AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS REQUIRE AT LEAST WEEKLY INSPECTION, AND MAINTENANCE IF NEEDED. 6. CATCH BASIN INSERTS DO NOT MEET SPILL CONTAINMENT REQUIREMENTS AND CANNOT BE USED AS SUCH. METHODS OF POTENTIAL SPILL— CONTAINMENT SHALL BE ADDRESSED IN A TEMPORARY WATER POLLUTION/EROSION CONTROL PLAN. L /46 0022 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked Vol eng Prot dir field bk no by NA NA NJD NJD date 2/14 2/14 2/14 2/14 753 918 Avenue N Seattle, WA 98109 (206) 286-1640 wrwkyg.com 2502Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S TESC NOTES & DETAILS no date revisions 9 `107-, file 110 0436DET05.dwg scale WA date 02/2014 J 0 CB 369 CB 480 RIM 38.41' IE 34.3' SE, 12" CMP CB 370 1h1'36.28- SD RIM 37.60' I.E. 33.0 NW, 12" PVC 1.E 32.8' E, 12" PVC RIM 37.14' I.E. 32.6' W, 12" PVC I.E. 32.5' E, 12" PVC STA 10+00.00 N 173096.31 E 1290312.48 PK3 N 73109 27 f: 1596.31:19 13 LEV 3784 10 SSMH 10 RIM 38.11" I.E. 29,61' SE I.E. 29.51' NW APPROXIMATE CLEARING LIMITS, TYP _ FC� 12 N 5910'30" W 13 0 S--__-.--. S 35M6 236 818 37.62' IE 29.5' CENTER SD_._ } Q/ 'VT -1 H Z JB 1'12" CONC mss\ 18 32.9' \CB 371 RIM 37.36' IE 33.7' NW, 12" PVC IE 32 5' SE, 12" PVC r _: INTERURBAN AVE S --17 . �- -SSMH 9 ...'..RIF 'SEP .w�/jr RIM 38.43' IE 35.4 SE, 12 PVC GENERAL SITE PREPARATION NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SEE APPENDIX I OF THE SPECIFICATIONS FOR EXISTING POTHOLE DATA IN THE PROJECT AREA. 2. THE EXACT SEQUENCE OF UTILITY REMOVALS IS DEPENDENT ON THE CONTRACTOR'S ACTUAL WORK SCHEDULE. THE CONTRACTOR SHALL ACCOMODATE THIRD PARTY UTILITY WORK AS DETAILED IN THE CONTRACT DOCUMENTS.. SEE ALSO CONSTRUCTION STAGING CRITERIA ON SHEET 10 AND APPENDIX J, MASTER UTILITY CONFLICT DATA, IN THE SPECIFICATIONS. 3. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 4. TREES OVER 12" DIAM PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL. 5. OVERHEAD UTILITY LINES ARE NOT NECESSARILY SHOWN. EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY TO AERIAL UTILITY LINES. 6. ABANDONED STORM DRAIN AND WATER PIPE SHALL BE ENTIRELY FILLED WITH CDF. 7. FOR TREATMENT OF EXISTING JUNCTION BOXES, LUMINAIRE POLES AND EQUIPMENT, SEE ILLUMNINATION PLANS AND DETAILS, SHEETS 65 TO 75. 8. FOR TREATMENT OF EXISTING SIGNS, SEE CHANNELIZATION PLANS, SHEETS 76 TO 84. 9. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL.. 10. FOR COMPLETE INFORMATION ON PROTECTION AND REMOVAL REQUIREMENTS ON PRIVATE PROPERTY, SEE PROPERTY OWNER REQUIREMENTS IN APPENDIX D OF THE SPECIFICATIONS. 374 RIM 37.62' IE 34.6' NW, 12" PVC IE 34.5' 5E, 12" PVC AP SITE PREPARATION NOTES APPROXIMATE CLEARING LIMITS, TYP Q1 REMOVE ASPHALT CONCRETE PAVEMENT. 0 REMOVE ASPHALT, CURB, GUTTER & SIDEWALK. Q3 REMOVE CEMENT CONCRETE PAVEMENT. ® REMOVE JERSEY BARRIER. QS REMOVE GUARDRAIL. © REMOVE GABION RETAINING WALL. 0 REMOVE CURB. 0 REMOVE TREE. 18 REMOVE/ABANDON WATER LINE AND ASSOCIATED APPURTENANCES. ©3 PROTECT UTILITY VAULT TO REMAIN. COORDINATE WITH UTILITY. ® PROTECT TREE TO REMAIN. SEE DETAIL, SHEET 6 1./11-• OOZ2. w N 0 5 10 20 40 60 SCALE IN FEET LEGEND so may Mum NM APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT REMOVAL LIMITS REMOVE SEWER OR STORM DRAIN PIPE ABANDON SEWER OR STORM DRAIN PIPE REMOVE/ABANDON WATER PIPE APPROX. BORING LOCATION AND DESIGNATION APPROX. CORE LOCATION AND DESIGNATION CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 2-27-2014 PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked proj eng prof dir NA NA NJD NJD date 2/14 2/14 2/14 2/14 field bk no 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 wxw.lm8.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SITE PREPARATION & TESC PLAN STA 10+00 TO STA 14+00 11 l 107 Steno 0436PREP01.dwg scale N/A no date revisions date 02/2014 / -95 %--- /i /ji _— __ 4 X55 //' -----",=-../;<:>-:E:1-_-_:::---;--: ' - ..—_aa.=.,mss - - =-`.. __ 0 --------- %� Vii- J"_ ❑H to P CB 1082 CB 993 RIM 26.52' E 24.8' 5, 12'• CONC 11 IE 24.7' N, 12" CONC RIM I 24.7' N, 12" CMP 64' I lam Na' BORE 6775 Et EV 29.3' SAN PIPE 232' HANDHOLE SD �°6>m oneydl.. FO _7 OLN F,07 ro I 21 0 M9f9PLE 9.0. N 2123'30" W P 35 GENERAL SITE PREPARATION NOTES / !12" CMP IE 30.6' %. — INTERURBAN AVE S— SSMH 677 81M 29-.16 SSW 67,72 RIM 32. 04' .E. 23.19' 5E I.E. 23.0' NW , AC RIM 30.31' IE 28.4' 5, 12" CMP IE 28.5' N, 12" CMP 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SEE APPENDIX I OF THE SPECIFICATIONS FOR EXISTING POTHOLE DATA IN THE PROJECT AREA. 2. THE EXACT SEQUENCE OF UTILITY REMOVALS IS DEPENDENT ON THE CONTRACTOR'S ACTUAL WORK SCHEDULE. THE CONTRACTOR SHALL ACCOMODATE THIRD PARTY UTILITY WORK AS DETAILED IN THE CONTRACT DOCUMENTS.. SEE ALSO CONSTRUCTION STAGING CRITERIA ON SHEET 10 AND APPENDIX J, MASTER UTILITY CONFLICT DATA, IN THE SPECIFICATIONS. 3. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 4. TREES OVER 12" DIAM PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL. 5. OVERHEAD UTILITY LINES ARE NOT NECESSARILY SHOWN. EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY TO AERIAL UTILITY LINES. 6. ABANDONED STORM DRAIN AND WATER PIPE SHALL BE ENTIRELY FILLED WITH CDF. 7. FOR TREATMENT OF EXISTING JUNCTION BOXES, LUMINAIRE POLES AND EQUIPMENT, SEE ILLUMNINATION PLANS AND DETAILS, SHEETS 65 TO 75. 8. FOR TREATMENT OF EXISTING SIGNS, SEE CHANNELIZATION PLANS, SHEETS 76 TO 84. 9. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL.. 10. FOR COMPLETE INFORMATION ON PROTECTION AND REMOVAL REQUIREMENTS ON PRIVATE PROPERTY, SEE PROPERTY OWNER REQUIREMENTS IN APPENDIX D OF THE SPECIFICATIONS. AC APPROXIMATE" A', CLEARING LIMITS, TYP — 0 5 10 20 40 SCALE IN FEET SITE PREPARATION NOTES 60 O REMOVE ASPHALT CONCRETE PAVEMENT. O REMOVE CURB. ® REMOVE EXTRUDED CURB. O REMOVE TREE. 15 REMOVE STORM DRAIN PIPE. 17 PROTECT UTILITY POLE TO REMAIN. © REMOVE/ABANDON WATER LINE AND ASSOCIATED APPURTENANCES. ▪ ABANDON STORM DRAIN PIPE. 21 ABANDON STORM DRAIN STRUCTURE. ©3 PROTECT UTILITY VAULT TO REMAIN. COORDINATE WITH UTILITY. © PROTECT POWER VAULT TO REMAIN. COORDINATE WITH PSE. SD SD Uy - 0022 SD SD LEGEND 1- w O N N z J U YAM MONS 41111111111I WIM 000x00000000 f B -X APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT REMOVAL LIMITS REMOVE SEWER OR STORM DRAIN PIPE ABANDON SEWER OR STORM DRAIN PIPE REMOVE/ABANDON WATER PIPE APPROX. BORING LOCATION AND DESIGNATION APPROX. CORE LOCATION AND DESIGNATION CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 2-27-2014 PUBLIC WORKS * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked Proj eng prof dir by NA NA NJD NJD date 2/14 2/14 2/14 2/14 field bk no KPG• 753 919 Avenue N Seattle, WA 98109 (206) 286-1640 waw.km.cem 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-1 16(010)-1 INTERURBAN AVENUE S SITE PREPARATION & TESC PLAN STA 19+00 TO STA 24+00 no date revisions 13 107 file no 0436PREP03.dw0 scale N/A date 02/2014 0 0 ��� ��%"-- �" tso �✓moi/j , / �i/�%/ice_ _ = "-- --=- _ �=^ �"��� / �� r--= s ''''' APPROXIMATE CLEARING LIMITS, TYP GENERAL SITE PREPARATION NOTES 06 530 RIM 38:01 IE 35.5 NW, 8 CMP JAN .L L" K CB 703 RIM 37.21' IE 34.1' SE, 8" CMP IE 34.0' NW, 12" CO SSMH 6774 RIM 36.63' I.E. 26.11' SE I.E. 26.01' NW IE 30.3' \\``��,- �. CB 706 RIM 36.06' IE 303' SE, 12" CMP IE 30.5' SW, 18" CONC IE 30.5' NE, 18" CONC 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SEE APPENDIX I OF THE SPECIFICATIONS FOR EXISTING POTHOLE DATA IN THE PROJECT AREA. 2. THE EXACT SEQUENCE OF UTILITY REMOVALS IS DEPENDENT ON THE CONTRACTOR'S ACTUAL WORK SCHEDULE. THE CONTRACTOR SHALL ACCOMODATE THIRD PARTY UTIUTY WORK AS DETAILED IN THE CONTRACT DOCUMENTS.. SEE ALSO CONSTRUCTION STAGING CRITERIA ON SHEET 10 AND APPENDIX J, MASTER UTILITY CONFLICT DATA, IN THE SPECIFICATIONS. 3. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 4. TREES OVER 12" DIAM PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL. 5. OVERHEAD UTILITY LINES ARE NOT NECESSARILY SHOWN. EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY TO AERIAL UTILITY LINES. 6. ABANDONED STORM DRAIN AND WATER PIPE SHALL BE ENTIRELY FILLED WITH CDF. 7. FOR TREATMENT OF EXISTING JUNCTION BOXES, LUMINAIRE POLES AND EQUIPMENT, SEE ILLUMNINATION PLANS AND DETAILS, SHEETS 65 TO 75. 8. FOR TREATMENT OF EXISTING SIGNS, SEE CHANNELIZATION PLANS, SHEETS 76 TO 84. 9. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL.. 10. FOR COMPLETE INFORMATION ON PROTECTION AND REMOVAL REQUIREMENTS ON PRIVATE PROPERTY, SEE PROPERTY OWNER REQUIREMENTS IN APPENDIX D OF THE SPECIFICATIONS. PUBLIC WORKS DEPT_ ENGINEERING *STREETS *WATER* SEWER *BUILDING * SITE PREPARATION NOTES SSMH 6773Sr-e-'1:4'2341'' ` NW LEGEND REMOVE ASPHALT CONCRETE PAVEMENT. REMOVE JERSEY BARRIER. REMOVE GUARDRAIL. REMOVE GABION RETAINING WALL. REMOVE CURB. REMOVE STORM DRAIN PIPE. REMOVE STORM DRAIN STRUCTURE. 0 5 10 20 40 ® SCALE IN FEET 15 16 17 PROTECT UTILITY POLE TO REMAIN. ® REMOVE/ABANDON WATER LINE AND ASSOCIATED APPURTENANCES. 19 COORDINATE REMOVAL OF EXISTING PIPE WITH INSTALLATION OF NEW STORM DRAIN PIPE AT THIS LOCATION. SEE PLAN SHEET 22. © PROTECT UTILITY VAULT TO REMAIN. COORDINATE WITH UTILITY. PROTECT POWER VAULT TO REMAIN. COORDINATE WITH PSE. by date designed NA 2/14 drawn NA 2/14 checked NJD 2/14 prof eng NJD 2/14 prof d r field bk no KPG. 75398 Avenue N Seale, WA 98109 (206) 286-1640 vnvw.kpg torn 2502 Jeflersan Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT 60 L /5/•- G022 APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT REMOVAL UMITS REMOVE SEWER OR STORM DRAIN PIPE ABANDON SEWER OR STORM DRAIN PIPE REMOVE/ABANDON WATER PIPE APPROX. BORING LOCATION AND DESIGNATION APPROX. CORE LOCATION AND DESIGNATION APPROXIMATE SLOPE CLEAN-UP LIMITS CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SITE PREPARATION & TESC PLAN STA 14+00 TO STA 19+00 2-27-2014 no date revisions 12 107 file no 0436PREP02.dwg scale N/A date 02/2014 0 CB 1330 RIM 25.46' IE 23 6' NW, 12" CMP IE 23.6' S, 12" CONC 1E 23.6' N, 12" CONC CB 1080 RIM 27.70' IE 24.1' S, 12" CMP 1E 24.0' N. 12" CMP SD SDMH 1329 48" CONC STR. RIM 29.82' IE 24.0' NW, 12" 700 IE 24.0' S. 12" CMP IE 23.9', SE, 12" CMP TOP STAND PIPE 27 9' CB 1328 CB 320 POOR COND. 'RIM 27.86' APPROXIMATE I RIM 24.01' IE 241' SE, 12" CMP CLEARING LIMITS, TYP --. IE 21.5' S 12" CONC \21.5' IJ, 12" CNC ab ndonedl SSMH 1313 48" CONC, STR. - ABANDONED e. OM1 9'28C CENTER .1. ' Approx limits of shoreline jurisdiction 9 CB 1303 POOR COND. 12" CONC IE 20.9' "-.,CONC -25- -® y,',4\:I RIO 24.52' _ 3E-2252-.- SDMH 1301 48" CpNC STR. POOR COND. RIM 24.04' IE 20.3' N, 12" CNC IE 20.3' W, 8' P IE 20,0' S, 12" CON0 IE 19.5' NE, 18" ONC PT 6751 ELEV. 2'.7' 9AN PI•E 16.8' OIL /6 SERA C: 12.91 •• SD RI 24.08"CB 1518 POOR COND. IE 20.7' , 8" PVC RIM 23.65' IE 20.0 I, 8" PVC Li IE 2' 0' IJ, 12" CONC a � IEzlo'5,12"D24 (abandoned) CB 1510 RIM 24.35 IE 2.6-W, 4" PVC 10 20'9' S, 8" PVC CB 1511=• . - -RIM-2411a _._ .._1 as CAI -s.:' - IE 21:6' N. 12" 069C IE 21 7' S, 12" CONC w 11 ,\XXX :x X XXXXk'XX:( >XxX, X- \OLN F.O. N W J FO MULTIPLE F.O. wEO 19 F00 FO Fo G PLAN EP 11,14. ONION 15 CB 852 RIM 24.99'/ IE 21.7' E, 12" CMP IE 21.8' S, 12" CMP IE 21.7' N, 15" CMP GENERAL SITE PREPARATION NOTES SSMH 6764 RIM 24.91' I.E. 19.59' SE CEC TER PLAZO1, 4900 j I.E. 10.51' NW BJI:1533 8114393 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. SEE APPENDIX I OF THE SPECIFICATIONS FOR EXISTING POTHOLE DATA IN THE PROJECT AREA. 2. THE EXACT SEQUENCE OF UTILITY REMOVALS IS DEPENDENT ON THE CONTRACTOR'S ACTUAL WORK SCHEDULE. THE CONTRACTOR SHALL ACCOMODATE THIRD PARTY UTILITY WORK AS DETAILED IN THE CONTRACT DOCUMENTS.. SEE ALSO CONSTRUCTION STAGING CRITERIA ON SHEET 10 AND APPENDIX J, MASTER UTILITY CONFLICT DATA, IN THE SPECIFICATIONS. 3. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 4. TREES OVER 12" DIAM PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL. 5. OVERHEAD UTILITY LINES ARE NOT NECESSARILY SHOWN. EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY TO AERIAL UTILITY LINES. 6. ABANDONED STORM DRAIN AND WATER PIPE SHALL BE ENTIRELY FILLED WITH CDF. 7. FOR TREATMENT OF EXISIING JUNCTION BOXES, LUMINAIRE POLES AND EQUIPMENT, SEE ILLUMNINATION PLANS AND DETAILS, SHEETS 65 TO 75. 8. FOR TREATMENT OF EXISTING SIGNS, SEE CHANNELIZATION PLANS, SHEETS 76 TO 84. 9. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL.. 10. FOR COMPLETE INFORMATION ON PROTECTION AND REMOVAL REQUIREMENTS ON PRIVATE PROPERTY, SEE PROPERTY OWNER REQUIREMENTS IN APPENDIX D OF THE SPECIFICATIONS. CB 1234 RIM 24.50' 10 22.9' E, 8" CMP C8 1227 RIM 24,10' IE 22.6' E, 8" CMP SITE PREPARATION NOTES SDMH 6562 RIM 23.94' SSMH 7098 I.E. 19.18'± SE, 8" SS RIM 23.99' I.E. 19.16'± NW, 8" S5 I.E. 18.7 S,W-N @ CL I.E. 18.78'± SW, 18" SD I.E. 18.781± NE, 18" SD CB 1225 48" CONC STR, RIM 24.03' 10 20.5' NE, 12" COP 1019.7' 5, 15" CMP 10 19.4' SW, 18" CONC APPROXIMATE IE 19.6' N, 18'CMP CLEARING LIMITS, TYP ICD CB 0468 RIM 11329' IE 21.7' E, 6" coP a I 1 P �� L,_,_ C8 1490 RIM 23.04' RIM 23.66' IE 21.8' SE, 8" CMP 10 21.5 NW, 8" CMP IE 21.2' SW, 12" CMP CB 1494 0 REMOVE ASPHALT CONCRETE PAVEMENT. 0 REMOVE CURB. ® REMOVE EXTRUDED CURB. 09 REMOVE TREE. CI REMOVE HYDRANT GUARD POSTS AND ASSOCIATED RAILS. 11 PRESERVE AND PROTECT PRIVATE BUSINESS SIGN. SEE CHANNELIZATION & SIGNING PLAN FOR RELOCATION. 15 REMOVE STORM DRAIN PIPE. 0 REMOVE STORM DRAIN STRUCTURE. 18 REMOVE/ABANDON WATER LINE AND ASSOCIATED APPURTENANCES. 19 COORDINATE REMOVAL OF EXISTING PIPE WITH INSTALLATION OF NEW STORM DRAIN PIPE AT THIS LOCATION. SEE PLAN SHEET 26. linsIDON STORM DRAIN PIPE. 21 26 ABANDON STORM DRAIN STRUCTURE. POLE TO BE REMOVED OR RELOCATED BY OTHERS. PROTECT POLE UNTIL CONVERSION WORK IS COMPLETE. COORDINATE WITH UTILITIES. PROTECT UTILITY VAULT TO REMAIN. COORDINATE WITH UTILITY. PROTECT TREE TO REMAIN. SEE DETAIL, SHEET 6. PROTECT WATER VAULT TO REMAIN. FOR WATER LOCATION AND DEPTH IN THIS AREA, SEE POTHOLE INFO IN APPENDIX I. 30 CUT 8" DI SANITARY SEWER EITHER SIDE OF STORM DRAIN STRUCTURE TO BE REMOVED AND RECONNECT WITH NEW 8" DIP, CL 52, AND 8" DI x 8" DI COUPLINGS AFTER STRUCTURE REMOVAL. }) CUT AND CAP EXISTING PRIVATE IRRIGATION AS REQUIRED FOR SIDEWALK EXCAVATION (FROM APPROX. STA 24+50 TO 28+20). ALL SPRINKLER HEADS AND VALVES SHALL BE SALVAGED AND EITHER RETURNED TO OWNER OR REUSED FOR SYSTEM RESTORATION. IRRIGATION SYSTEM SHALL BE RESTORED UNDER "PROPERTY RESTORATION" AS DIRECTED BY THE ENGINEER. L/(li.002Z. LEGEND 0 5 10 20 40 SCALE IN FEET APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT REMOVAL LIMITS REMOVE SEWER OR STORM DRAIN PIPE ABANDON SEWER OR STORM DRAIN PIPE REMOVE/ABANDON WATER PIPE APPROX. BORING LOCATION AND DESIGNATION APPROX. CORE LOCATION AND DESIGNATION CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Proj eng Poi di by NA NA NJD NJD date 2/14 2/14 2/14 2/14 field bk no 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 vww.log.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SITE PREPARATION &TESC PLAN STA 24+00 TO STA 29+00 no date revisions 14 `107 file no 0436PREP04.dwg scale N/A date 02/2014 ALIGNMENT DATA STA 10+00.00 TO STA 14+61.95 N 59'30'30" W 461.95' GENERAL CONSTRUCTION NOTES (SHEETS 19 TO 35, ODD) CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEETS 3 & 4. 2. OVERLAY ROAD PER TYPICAL SECTIONS, SHEETS 3 & 4. 3. OVERHEAD POWER LINES ARE NOT NECESSARILY SHOWN. EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY OF AERIAL POWER LINES. 4. SEE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) DETAILS AND NOTES, SHEET 9. 5. FOR TREATMENT OF EXISTING STRUCTURES AND OBSTRUCTIONS, SEE SITE PREPARATION PLANS, SHEETS 11 TO 19. 6. INSTALL STORM DRAINAGE STRUCTURES AND PIPES PER PROFILES, SHEETS 21 TO 39, EVEN AND SHEETS 40-44, FOR TYPE 2 STRUCTURES OUT IN ROADWAY, OUT OF WHEEL PATH, AND LADDER OUT OF FLOW PATH. 7. CONSTRUCT CATCH BASIN SURROUND AT ALL STORM DRAIN INLETS ADJACENT TO CURBS PER CoT STANDARD PLAN RS -27. 8. FOR WALLS, SEE WALL PLANS AND DETAILS, SHEETS S1 TO S9. 9. FOR MODULAR BLOCK WALLS, SEE MODULAR BLOCK WALL DETAILS, SHEET ##. 10. FOR WATER PROFILES, SEE SHEETS 60-64. FOR CHANNELIZAT1ON, SEE CHANNEUZATION PLANS AND DETAILS, SHEETS 76 TO 84. 11. 12. SEE APPENDIX A OF THE SPECIFICATIONS FOR STANDARD PLANS AND DETAILS, INCLUDING THE CITY OF TUKWILA (CoT) ROAD STANDARD SIGNING DETAILS. 13. ALL RELOCATED SIGNS TO HAVE NEW POSTS AND POST BASES. 0 POINT TABLE :..x.: DESC STATION OFFSET RADIUS NOTES 1 PC 12+76.88 40.50' LT 50'R FACE OF CURB 2 PT 12+91.82 38.22' LT FACE OF CURB 3 PC 13+28.11 26.85' LT 50'R FACE OF CURB 4 PT 1 13+41.23 24.60' LT FACE OF CURB 5 I 13+76.93 23.80' LT BACK OF CURB/ EDGE OF PERMANENT BARRIER SECTION AND ROADWAY CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 s STA 10+00.00-/ N 173096.31 E 1290312.48 s 8:5, �B SD 0 SLOPE TO DRAIN 41111 ""111...,MTAMI 111111r: ;Drug er P P OLN STA 13+77.26 32.79' LT STA 13+69.49 25.5T LT_ 4 SLOPE 0 co + 0 W W N 59'30'30 W W - l 12 j LJ -'--BEGIN OVERLAY / STA 12+34.52 -62 ta' 1 i t 31381331113:: 8 1: 1 t: 1:: 8: t 1 t t: 1 1 8: I: 2 1 t: 1 8: 1 INTERURBAN AVE S : 13 S 1 :: x 1 1 t e t: -0 co co •Sm �.. • co s 19 : : : 1 1 1 2 wwwwwmIL 40 X1_`!2 mwdmm n% J8 I z Z W l0 SD O LL 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES ® MATCH EXISTING. ® CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY PER DETAIL, SHEET 5. 0 GRIND BUTT JOINT PER DETAIL, SHEET 5. ® CONSTRUCT BUS STOP PAD PER DETAIL, SHEET 6. ® CONSTRUCT SOLDIER PILE RETAINING WALL PER WALL PLANS AND DETAILS, SHEETS S1 -S9. ® FURNISH AND INSTALL PRECAST CONTAINMENT WALL PER WALL PLANS AND DETAILS, SHEETS S1 -S9. ® CONSTRUCT PERMANENT BARRIER PER WALL PLANS AND DETAILS, SHEETS S1 -S9. CONFIRM LIMITS OF REMOVABLE BARRIER WITH ENGINEER PRIOR TO CONSTRUCTION OF PERMANENT BARRIER. 10 FURNISH AND INSTALL HAND RAIL PER DETAIL, SHEET 6. 9," t:iii`PS 1 FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PLAN STA 10+00 TO STA 14+00 BID DOCUMENT 12 13 15 19 ADJUST CATCH BASIN TO GRADE. ADJUST GAS VALVE TO GRADE. COORDINATE WITH PSE. ADJUST FIBER OPTIC MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. REPLACE SEWER MANHOLE RING AND COVER PER COT STD DWG SS -11 AND ADJUST TO GRADE. GRIND 2", REGRADE FOR DRAINAGE AS DIRECTED BY THE ENGINEER, AND REPAVE WITH HMA CL 1/2", PG 64-22 ADJUST MONUMENT CASE AND COVER TO GRADE. CONSTRUCT 831 BUS SHELTER FOOTING PER METRO TRANSIT STD DWGS D102 AND D103, AND ADD GROUND WIRE TO FOOTING. STA 13+52.6, 28.4' LT, BEGIN 9'0" L X 6'4" W FOOTING KPQ 753 911t Avenue N Seatle, WA 98109 (206) 286-1640 wencl7g.cam 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 by date designed drawn checked prof eK proj dir field bk no NA NA NJO NJO 2/14 2/14 2/14 2/14 DRAINAGE NOTES ® SEE PROFILE, SHEET 21. • WATER NOTES (SEE SHEET 22 FOR GENERAL WATER NOTES) E1 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AND FITTINGS AS SHOWN. 2❑ 0 CONNECT TO EXISTING 12" CAST IRON WATER UNE. CONTRACTOR TO VERIFY LOCATION AND DEPTH. STA 11+21, 26.3' LT 1-12"x12"x12" TEE, FL 2-12" GATE VALVES, FLxMJ 1-12" GATE VALVE, FLxFL 1-12"x10" REDUCER, FLxMJ 1-10" DI x 10" CAST IRON COUPLING 1 -CONCRETE THRUST BLOCK /q-oa2V STA 11+23, 49.5' LT 1-12" 90' BEND, MJxMJ 1-12" DI x 12" CAST IRON COUPLING LLJ 2 0 0 Z FURNISH AND AND INSTALL 10" CLASS 52 DUCTILE IRON WATER PIPE AND FITTINGS AS SHOWN. CONNECT TO EXISTING 10" CAST IRON WATER LINE. CONTRACTOR TO VERIFY LOCATION AND DEPTH. 17 FURNISH AND INSTALL 1" AIR AND VACUUM RELEASE ASSEMBLY PER COT STD DWG WS -07. INSTALL CENTER FACE OF METER BOX AT STA 13+55.9, 34.6' LT. 21 FURNISH AND INSTALL 1" SERVICE CONNECTION FOR IRRIGATION PER COT STD DWG WS -01. COORDINATE WITH CITY FOR METER INSTALLATION. STA 13+51.9, 35.7' LT PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* % GENERAL DRAINAGE PROFILE NOTES +8% 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED +4% 0% CENTER OF STRUCTURE. —4% STA 12+34.52 CONSTRUCT NEW CROWN SECTION STA 12+49.38 BEGIN TRANSITION LT —2% LT 3. CATCH BASINS SHALL HAVE VANED GRATES -8% UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PRONE AN OD x OD x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 70 60 50 40 30 20 33 RT 3% RT 3% RT 10 60 50 40 EXIST 08 TYPE. 1 STA 10+49.03, 56.00r LT 11 MM 3E341 10 OUT 34.30 (120)3) ...... IE IN 35.65 (12 NE) 18 LF 12 SD -DI S=0.66% EXISTING GROUND _/ ALONG PIPE 1 . - •w 1.-,-1_ 20',. l 1 la EY. 19 F/0 IJN1:)LEI . ........ ' II 10 60 50 40 30 20 10 12 13 INTERURBAN AVE S SUPERELEVATION DIAGRAM CB TYPE 1 STA 10+91.18, 39.67' LT RIM 38.21 IE IN 36.39 (12"NW) IE OUT 36.39 (12"SE) CB TYPE 1 XL/' STA 10+49.53, 38.64' LT W/ VANED GRATE RIM 38.25 IE IN 35.77 (12"NW) IE OUT 35.77 (12"SW) 42 LF 12° 'SD—DI S=1.49% EXISTING GROUND AT CONSTRUCTION + ... urn ......... Q M < M H. uJ i a w S=0.38% CB TYPE 1 STA 12+96.21, 35.45' LT RIM 39.39 IE OUT 37.16 (12"SE) +8% +4% 0% 4% —8% 14 0 n r ad AT 0!79% POSEDGROUND CONSTRUCTION II a a. 0.1.5 r P0 w,. 70 60 50 —X0.19%40 0 9+00 10+00 = �w 11+00 0 10 20 40 SCALE IN FEET 60 0 30 20 •EXISTING ELEVATION. AT CONSTRUCTION c. 10 PROPOSED ELEVATION Ao AT CONSTRUCTION co vi R'ioi 12+00 13+00 CO M'o4 Z../q4-00ZZ 14+00 0 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by date designed SOD 2/14 drawn SOD 2/14 checked NJD 2/14 proj eng NJD 2/14 proj dir field bk no KPQ 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 xwv.kp0,com 2502 Je6erson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT N0: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PROFILE STA 9+00 TO STA 14+00 no date revisions 21 ` 107 , file no 0436PRF.dwg scale AS SHOWN date 02/2014 / it3 F 11 0 } F STA 16+50.00 29 al r - rrr.��smni rOy�60t4Sr cO 32 w O _ „y�,w r— d o 11 o Fo 16 • �� —_ a 6 .• " 5 C1_— FO (/) 1- . 0 n „ itertit:+:te,t,:x:„ et,: ttt:e,:,f O. ® U MULTIPLE f O F _ . s„ t 2Js a t, t s iiizr ', = ti B f fa t t t i is 98f3 ft ie i=itis ti tf 88 t. , t: t: t x e, ,, t f: t t e, t t, , i t,a: t t i i l S f B l t i i S S, i B i i ,I - -- _ .. e f t t. 8 f i t 0 W f - ti./ GENERAL CONSTRUCTION NOTES 1. SEE SHEET 20. DRAINAGE NOTES OX SEE PROFILE, SHEET 23. FILTERRA UNIT, SEE DETAIL SHEET 7. E„t, ON JAd 0, POINT TABLE ::x,: 4— 6 DE SC STATION OFFSET RADIUS NOTES PC 14+98.85 20.00' LT 1030.00' EDGE OF PERMANENT BARRIER SECTION IAND ROADWAY 7 PC 14+61.95 28.50' RT 981.50' FACE OF CURB 8 PCC 18+35.92 28.50' RT 750.00' FACE OF CURB 22 107 file no 0436PLN01.dwg 2-27-2014 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 scale N/A date 02/2014 no date revisions • F. ON AN. TEA ao� 5 -- S t t t t t t : : t CONSTRUCTION NOTES 1 INTERURBAN AVE T OLN ,-o �� • " '88tttt: t t t t: 8 t t t i t tW. .t , t t t t 8, 3D t t t t 2 8tt tt It rt tt t t tt tt B�rt tt tt tt jt t t B t t t t**•_* . .. _ n t f e t t t ttt:t tt tt 8n ,•- Mir ` __....�__ _ S � a ° ��_ OHWM elv=15 0 5 10 20 40 SCALE IN FEET 0 CONSTRUCT SOLDIER PILE RETAINING WALL PER WALL PLANS AND DETAILS, SHEETS S1—S9. 0 FURNISH AND INSTALL PRECAST CONTAINMENT WALL PER WALL PLANS AND DETAILS, SHEETS S1—S9. 0 CONSTRUCT PERMANENT BARRIER PER WALL PLANS AND DETAILS, SHEETS S1—S9. CONFIRM LIMITS OF REMOVABLE BARRIER WITH ENGINEER PRIOR TO CONSTRUCTION OF PERMANENT BARRIER. 10 FURNISH AND INSTALL HAND RAIL PER DETAIL, SHEET 6. 15 ADJUST FIBER OPTIC MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 18 CONSTRUCT SIDEWALK UNDERDRAIN PER DETAIL, SHEET 8. 19 REPLACE SEWER MANHOLE RING AND COVER PER COT STD DWG SS -11 AND ADJUST TO GRADE. ADJUST POWER VAULT TO GRADE BY OTHERS. COORDINATE WITH PSE. Q ADJUST MONUMENT CASE AND COVER TO GRADE. 30 WIDEN ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. 31 FURNISH AND INSTALL SOUTH PRECAST CONTAINMENT WALL TRANSITION UNIT, BEGIN, STA 14+74 LT, AND NORTH PRECAST CONTAINMENT WALL TRANSITION UNIT, BEGIN STA 15+50 LT, PER WALL PLANS AND DETAILS, SHEETS S1—S9. 32 FURNISH AND INSTALL REMOVABLE BARRIER, STA 14+79 LT TO STA 15+50 LT, PER DETAILS, SHEET S7. @ FURNISH AND INSTALL CLEANOUT PER COT STD PLAN SS -03. 24444/ 74 48 CONSTRUCT DRAINAGE DITCH WITH UNDERDRAIN, PER DETAIL SHEET 8 a° • 'At' x r FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PLAN STA 14+00 TO STA 19+00 BID DOCUMENT IKPC 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.lincom 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 60 Clearing limits @ bottom invert of outfall pipe WATER NOTES �1 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AND FITTINGS AS SHOWN. by designed drawn checked prof eng proj dir field bk no NA NA NJD NJD date 2/14 2/14 2/14 2/14 • 0 GENERAL WATER NOTES U ti O o, C) N ti INTERURBAN ALIGNMENT DATA STA 10+00.00 TO STA 14+61.95 N 59'30'30" W 461.95' CURVE C1 DATA PC 14+61.95 PT 21+33.86 * 38'07'00" L 671.91' R 1010.00' T 348.92' 1. WATER MAIN SHALL MAINTAIN A MINIMUM COVER OF 36 INCHES AND MAXIMUM COVER OF 60" FROM THE TOP OF THE MAIN TO FINISHED GRADE, UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER. 2. PROVIDE 48 HOUR NOTICE PRIOR TO WATERMAIN SHUT—OFFS. SHUT—OFFS SHALL BE CONTROLLED BY CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS TO MINIMIZE DISRUPTION OF SERVICE. VALVES ARE OPERATED BY AUTHORIZED CITY STAFF ONLY. 3. PROVIDE 48 HOUR NOTICE AND COORDINATE WITH PROJECT ENGINEER AND CITY PRIOR TO METER CHANGEOVER. THE CONTRACTOR IS TO INSTALL METER SETTERS, BOXES AND WATER METERS. ALL EXISTING METERS SHALL BE RETURNED TO THE CITY. 4. WATER MAIN CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, WATER SUPPLY DETAILS, 5. FOR WATER LINE TRENCHING, BEDDING AND BACKFILL, SEE TRENCH DETAILS, SHEET 7. 6. ALL MECHANICAL JOINTS, PIPES AND FITTINGS ARE TO BE RESTRAINED WITH A WEDGE—TYPE MECHANICAL JOINT RESTRAINT SYSTEM OR STAINLESS STEEL LOCKING SEGMENTS VULCANIZED IN THE GASKETS OR APPROVED EQUAL. L/s/-ao22 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * +8% +4% 0% STA 14+11.64 BEGIN TRANSITION RT +8% - 8% STA -15+25.-23 BEGIN FULLSUER -6.5%_RT..._.... ..................__. ------------ 6 .--- +4% 0% -6.5% RT - 4% - 8% 14 GENERAL DRAINAGE PROFILE NOTES 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. 3. 4. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE NOTED. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTIIJTIES IS LESS THAN 6" (MIN), PROVIDE AN OD x OD x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 70 60 50 40 30 20 0 15 STA 16+56.31, 31.83' LT 5° IE 38.45 (18"NW) INSTALL FLARED END SECTION W/ TRASH GUARD 40 30 ............... EX. POWER - 6" PVC RUNNING -PARALLEL TO 23 1518" SD 16 17 INTERURBAN AVE S SUPERELEVATION DIAGRAM 23 LF 18" SD -DI S=9.40% X. 11"X10" WOOD DUCT 4 It rEX. r%" GUNDLE PROPOSED GROUND ALONG PIPE c._..._.... 0 EXISTING GROUND LF 38" SD S=4.75% STA 16+71.44, 41.32' RT IE 27.30 08"W) 50 40 30 18 Outfall Invert Ely = 27.3 /-- SOLDIER PILE WALL r X- CONCRETE LAGGING 19 (5) i" STAINLESS STEEL EXPANSION BOLTS AT 6" 0.C., TYPICAL, INTO CONCRETE LAGGING - 18" STORM DRAIN PIPE, SEE PROFILE THIS SHEET. J - EXISTING GROUND j- 3'H x 3'W x 3'L \GABION BASKET IW p j I l/ I,I Iw 5 CB TYPE 1L--._.._�. ,.1111111W11111191111911:. 1 OUTFALL PROTECTION PER DETAIL,THIS SHEET. 20 .................... JOHWM e1v=15 I I EXISTING GROUND/ STEEL PLATE - I1w1 ,.K.,./ n�uNG PIPE I 100y flood elv=24.5 0+00 STA 16+78.39, 30.25' LT RIM 39.67 IE IN 36.30 (18"SE)" IE OUT 33.55 (18"NE) 14 LF 18" SD S=2.38% CB TYPE 1 AT CONSTRUCTION.. PROPOSED GROUND :-- AT CONSTRUCTION •q, STA 14+25.00, 27.56' RT RIM 38.45 IE OUT 35.47 (12"NW) u.. a. M CB TYPE 1 STA 15+50.00, 27.50' RT 20 RIM 37.60 IE IN 34.24 (12"SE) IE OUT 34.24 (12"NW) I 1+00 w V NI� 1+50 10 0 /- FINISH GRADE WRAP GABION BASKET IN GEOTEXTILE FOR UNDERGROUND DRAINAGE. x3"x33" STEEL PLATE 3'H x 3'W x 3'L GABION BASKET INTERIOR FACE OF GABION BASKET GABION BASKET OUTFALL PROTECTION DETAIL NTS 019% 5u o_ w 123 LF 12" SD S=1.00% 122 LF 12" SD S=5.00% .162.. CB TYPE 1 STA 16+75.38, 27.56' RT 21 RIM 36.38 IE IN 28.14 (12"SE) IE IN 30.80 (18"SW) IE OUT 27.64 (18"E) - PROPOSED GROUND -1.19% AT CONSTRUCTION . 8 /7.,.\CB TYPE 1 to STA 18+79.91, 27.79' RT + RIM 33.51 50 �o ...._. IE IN 29.50 (6"SE) FROM FILTERA F1 u IE OUT 28.96 (12 -NW) N 11 sem., ., ., .... 40 0- 4.1 70 60 EXISTING GROUND AT CONSTRUCTION -1.43% EXISTING ELEVATION AT CONSTRUCTION /- PROPOSED ELEVATION ', AT CONSTRUCTION CL ." of -.1,T3 of MM M M 14+00 102 LE 127 SD S=1.24%--/ 30 20 10 15+00 16+00 0 5 10 20 40 60 SCALE IN FEET 17+00 18+00 L/4 -Ooss2 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked proi eng Proj dir by SOD SOD NJD NJD date 2/14 2/14 2/14 2/14 field bk no 753 91h Avenue N Scathe, WA 98109 (206) 286-1640 e kog.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PROFILE STA 14+00 TO STA 19+00 no date revisions i 23 `107, file 110 0436PRF.dwg scale AS SHOWN date 02/2014 STA 21+11.63 19.75' LT CONNECT 6" UNDERDRAIN TO NEW CB STA 21+29.38 �^ \ 27.01' LT STA 21+36.76 28.00' LT - - OH -- tD rn N INTERURBAN AVE S A 19+75.25,---- _at<aB—Rr 26 — S GENERAL CONSTRUCTION NOTES 1. SEE SHEET 20. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 4c STA 19+94.89 38.75' RT CONSTRUCTION NOTES • MATCH EXISTING. • CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY PER DETAIL, SHEET 5. ® CONSTRUCT MEDIAN PER TYPICAL SECTION, SHEETS 49, AND MEDIAN PLAN, SHEET 45. Q9 CONSTRUCT PERMANENT BARRIER PER WALL PLANS DETAILS AND SHEETS S1—S9. CONFIRM LIMITS OF REMOVABLE BARRIER WITH ENGINEER PRIOR TO CONSTRUCTION OF PERMANENT BARRIER. 13 ADJUST GAS VALVE TO GRADE. COORDINATE WITH UTILITY. 15 ADJUST FIBER OPTIC MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 19 REPLACE SEWER MANHOLE RING AND COVER PER COT STD DWG SS -11 AND ADJUST TO GRADE. 21 FURNISH AND INSTALL CEMENT CONCRETE EXTRUDED CURB TYPE 6, PER WSDOT STD PLAN F-10.42. © ADJUST POWER VAULT TO GRADE BY OTHERS. COORDINATE WITH PSE. © ADJUST MONUMENT CASE AND COVER TO GRADE. 30 WIDEN ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. • INSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL, SHEET 6. 46 INSTALL DECORATIVE STAMPED ASPHALT THIS AREA. 48 CONSTRUCT DRAINAGE DITCH WITH UNDERDRAIN, PER DETAIL SHEET 8 49 CONSTRUCT CEMENT CONCRETE VERTICAL CURB PER WSDOT STD PLAN F-10.42. C341.4** 4610 anal FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 DRAINAGE NOTES SD SD SD SD Q SEE PROFILES, SHEET 25. ® FILTERRA UNIT, SEE DETAIL SHEET 7. WATER NOTES (SEE SHEET 22 FOR GENERAL WATER NOTES) Q FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AND FITTINGS AS SHOWN. ❑3 STA 23+86, 8.0' LT 12" GATE VALVE, MJxFL STA 19+22, 8.0' LT IN—LINE 12" GATE VALVE, MJ • FURNISH AND INSTALL 1" WATER SERVICE CONNECTION PER COT STD DWG WS -01. COORDINATE WITH CITY FOR METER INSTALLATION. STA 23+82, 29.0' LT © FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COT STD DWG WS -13. REMOVE EXISTING HYDRANT. RETURN EXISTING FIRE HYDRANT TO CITY SHOP. STA 23+88, 20.0' LT 0 5 10 20 40 60 SCALE IN FEET INTERURBAN ALIGNMENT DATA CURVE C1 DATA PC 14+61.95 PT 21+33.86 A 38'07'00" L 671.91' R 1010.00' T 348.92' STA 21+33.86 TO STA 45+49.73 N 2123'30" W 2415.86' POINT TABLE ::x:: DESC STATION OFFSET NOTES 9 :;ol 21+11.58 18.25' LT BACK OF CURB/ EDGE OF PERMANENT BARRIER SECTION e PT 20+64.00 36.17' RT FACE OF CURB GENERAL CONSTRUCTION NOTES 1. SEE SHEET 20. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 4c STA 19+94.89 38.75' RT CONSTRUCTION NOTES • MATCH EXISTING. • CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY PER DETAIL, SHEET 5. ® CONSTRUCT MEDIAN PER TYPICAL SECTION, SHEETS 49, AND MEDIAN PLAN, SHEET 45. Q9 CONSTRUCT PERMANENT BARRIER PER WALL PLANS DETAILS AND SHEETS S1—S9. CONFIRM LIMITS OF REMOVABLE BARRIER WITH ENGINEER PRIOR TO CONSTRUCTION OF PERMANENT BARRIER. 13 ADJUST GAS VALVE TO GRADE. COORDINATE WITH UTILITY. 15 ADJUST FIBER OPTIC MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 19 REPLACE SEWER MANHOLE RING AND COVER PER COT STD DWG SS -11 AND ADJUST TO GRADE. 21 FURNISH AND INSTALL CEMENT CONCRETE EXTRUDED CURB TYPE 6, PER WSDOT STD PLAN F-10.42. © ADJUST POWER VAULT TO GRADE BY OTHERS. COORDINATE WITH PSE. © ADJUST MONUMENT CASE AND COVER TO GRADE. 30 WIDEN ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. • INSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL, SHEET 6. 46 INSTALL DECORATIVE STAMPED ASPHALT THIS AREA. 48 CONSTRUCT DRAINAGE DITCH WITH UNDERDRAIN, PER DETAIL SHEET 8 49 CONSTRUCT CEMENT CONCRETE VERTICAL CURB PER WSDOT STD PLAN F-10.42. C341.4** 4610 anal FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 DRAINAGE NOTES SD SD SD SD Q SEE PROFILES, SHEET 25. ® FILTERRA UNIT, SEE DETAIL SHEET 7. WATER NOTES (SEE SHEET 22 FOR GENERAL WATER NOTES) Q FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AND FITTINGS AS SHOWN. ❑3 STA 23+86, 8.0' LT 12" GATE VALVE, MJxFL STA 19+22, 8.0' LT IN—LINE 12" GATE VALVE, MJ • FURNISH AND INSTALL 1" WATER SERVICE CONNECTION PER COT STD DWG WS -01. COORDINATE WITH CITY FOR METER INSTALLATION. STA 23+82, 29.0' LT © FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COT STD DWG WS -13. REMOVE EXISTING HYDRANT. RETURN EXISTING FIRE HYDRANT TO CITY SHOP. STA 23+88, 20.0' LT 0 5 10 20 40 60 SCALE IN FEET INTERURBAN ALIGNMENT DATA CURVE C1 DATA PC 14+61.95 PT 21+33.86 A 38'07'00" L 671.91' R 1010.00' T 348.92' STA 21+33.86 TO STA 45+49.73 N 2123'30" W 2415.86' POINT TABLE ::x:: DESC STATION OFFSET NOTES 9 PT 21+11.58 18.25' LT BACK OF CURB/ EDGE OF PERMANENT BARRIER SECTION 10 PT 20+64.00 36.17' RT FACE OF CURB 1../V- co 22._ INTERURBAN AVENUE S ROADWAY PLAN STA 19+00 TO STA 24+05 BID DOCUMENT 753 91h Avenue N Seattle, WA 98169 (206) 286-1640 wwx.l7g.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 drawn checked prq eng proj (fir field bkno NA NA NJD NJD date 2/14 2/14 2/14 2/14 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * +8% +4% +8% 0% - 4% - 8% -13.5%-RT. --6.5% RT STA 20+70 58 END FULL SUPER E -2% RT STA 22+16:61 -€N0- RICHE . TRANS! TIN. -2% RT +4% - - 2% LT - 2% RT S A 23+46.43 BEGIN CROWN SECTION 070 -4% -8% 60 50 40 30 19 20 50 50 50 1B CB TYPE 1 STA 19+81.33, 30.63' RT RIM 31.87 IE IN 28.79 (6"NE) FROM F1LTERA F2 40...1E OUT 28.79 (12"W) .............. 40 40 EXISTING GROUND PROPOSED GROUND 21 22 INTERURBAN AVE S SUPERELEVATION DIAGRAM CB TYPE 1 30 PROPOSED GROUND ALONG PIPE 1 16 LF 12" SD 20 1 545.00% 20 ALONG PIPE c_ ALONG PIPE 30 30 10 0931 8" SS- S STA 20+74.73, 3.59' RT RIM 32.46 IE OUT 30.23 (12"E) 17 LF 12" 50-01 S=569% CB TYPE 1 raeraissr 111 EX. STP FY'i DUNDEE - 20 10 10 STA 20+72.86, 35.72 RT RIM 30.48 IE OUT 27.95 (12"W) EXISTING GROUND •ALONG PIPE 6 LF 12" SD S=2.90% 08101 • 8" SS QIP � N 50 29 50 27CB TYPE 1 STA 22+32.16, 31.91' LT W/ DEBRIS CAGE INLET, 40 SEE DETAIL SHT 8 RIM 27.90 IE OUT 26.09 (12"N) PROPOSED GROUND ALONG PIPE 30....... 30. . \.. CB TYPE 1 STA 22+61.93, 16.50' LT RIM 29.03 IE IN 25.87 (12"W) IE OUT 25.87 (12"E) 23 50 -14 LF 12" SD -DI S=0.50% 21 LF 12" SD -DI S=0.50% EX. 11X10" WOOD DUCT TO BE RELOCATED BY OTHERS -P Tyr 40 22 LF 12" SD -DI S=0.75% 16 LF 12" SD /-S=2.00% EXISTING GROUND jrn. ALONG PIPE - { 20 20 30 IF '12" SD -D1 5=0.50% 10 7Y..- i--�-tee E Xt 1 : RCS' • 170 BE Rk:MCVL:IJ 9 CB TYPE 1 1.0�/,STA 22+61.93, 30.17' LT ... .RIM 28.91 IE IN 25.94 (12°S) 1E OUT 25.94 (12"E) 1x4 • • 43% 1.43% 1 30 TCB TYPE 1 ( o STA 22+75.00, 37.56' RT RIM 27.81 IE IN 24.83 (CE)FROM F1LTERA F3 J 1E OUT 24.83 (12"W)' -EX GAS - 6 MPE EXT`_ T 8" '76 TO BE' RELOCATED BY OTHERS F'/ BIJNIJLE: CB TYPE 1 STA 22+61.93, 4.50' RT 30 RIM 28.84 LIE IN 25.76 (12"W) I�IE OUT 25.76 (12"NE) W U KIK Q H CB TYPE 2-48" 24 GENERAL DRAINAGE PROFILE NOTES 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES 15 LESS THAN 6" (MIN), PROVIDE AN OD x OD x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7. 8 EXISTING GROUND o.. AT CONSTRUCTION CL N r7 102 LF 12° SDS=1.24% 89 LF 12" SD S=1.27% 20 r;x 1 8.. .,5. ! L....0 C8 TYPE 2-48" T ,L,_,. STA 19+83.77, 14.70' RT kr, W/ ROUND SOUD COVER. I EAI3.04 N327.69 (12"SE) 10 Ig .................IE IN 27.98 (12"E) � w IE OUT 27.69 (12"NW) 0 EXISTING ELEVATION / AT CONSTRUCTION PROPOSED ELEVATION AT CONSTRUCTION EE M M -10 19+00 N S d n._.. PROPOSED GROUND A.T...CONSTRUCTION .._.... ......... 200 LF 12" SD S=1.75% 2 CB TYPE 2-48" STA 20+73.81, 20.25 RT W/ ROUND SOLID COVER RIM 31.40 IE IN 26.56 (12"SE) IE IN 29.28 (12"W) IE IN 27.50 (12"E) IE OUT 26.56 (12"N) STA 22+75.00, 22.00 RT W/ ROUND SOLID COVER... RIM 28.29 IE IN 23.06 (12"S) ... IE IN 24.52 (12"E) IE IN 25.60 (12'SW) IE OUT 22.56 (18"N) -0.99% 87 LF 18" SD S=1.00% • Lxl `I -35 \\--E:X1ST 8.175. (ABANDONED) 20+00 21+00 22+00 0 10 20 40 SCALE IN FEET 60 23+00 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked pro( eng prof dir field bk no by SOD SOD NJD NJD date 2/14 2/14 2/14 2/14 ICIP 753 901 Avenue N SeaNe, WA 98109 (206) 286-1640 wvm.lpp.com 2502 Jefferson Avenue Taeoma, WA 98402 (253)621-0720 BID DOCUMENT 00.8 � n NN 60 50 40 30 20 10 -10 24+00 Z./ ei•Dat2-- FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PROFILE STA 19+00 TO STA 24+05 2-27-2014 J no date revisions i 25 107 file no 0436PRF.dwg scale AS SHOWN date 02/2014 P SD FP -Et1 1 1 TELR v O® abondoned D6 If D5 D84 SD F10 0 O OLN F.O. 25 15 26 15 INTERURBAN AVE S MULTI F.O O STA 26+51.3 5 1�. 9 4 GENERAL CONSTRUCTION NOTES 1. SEE SHEET 20. i • 26 107 hie ID 0436PLN01.dwg CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 • P -EN CONSTRUCTION NOTES SSD O® 0 5 10 20 40 60 SCALE IN FEET 01 MATCH EXISTING. 02 CONSTRUCT CEMENT CONCRETE DRIVEWAY APPROACH AND RECONSTRUCT DRIVEWAY PER DETAIL, SHEET 5. © CONSTRUCT MEDIAN PER TYPICAL SECTION, SHEET 49, AND MEDIAN PLAN, SHEET 45. 13 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PSE. 14 APPROXIMATE LOCATION OF NEW/RELOCATED POLE BY OTHERS. CONTRACTOR TO COORDINATE WITH SEATTLE CITY LIGHT FOR SEQUENCING OF POLE RELOCATIONS. 15 ADJUST FIBER OPTIC MAHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 19 REPLACE SEWER MANHOLE RING AND COVER PER COT STD DWG SS -11 AND ADJUST TO GRADE. 0 ADJUST CATCH BASIN TO GRADE AND REPLACE WITH SOLID COVER. -$fit-+"� i .t�� FEZ RAL AID PROOECT N: STPU L- 1 045/007 & TIB PROJECT NO: 8-1-116(010)-1 scale N/A \ date 02/2014 no date revisions INTERURBAN AVENUE S ROADWAY PLAN STA 24+05 TO STA 29+00 21 FURNISH AND INSTALL CEMENT CONCRETE EXTRUDED CURB TYPE 6, PER WSDOT STD PLAN F-10.42. FURNISH AND INSTALL DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STANDARD PLAN F-10.64, AND PAINT CURB YELLOW. 0 ADJUST MONUMENT CASE AND COVER TO GRADE. 30 WIDEN ROADWAY. SEE ROAD WIDENING SECTION, SHEET 4. 33 CONSTRUCT MODULAR BLOCK WALL, PER PLANS, ELEVATION AND DETAILS, SHEETS 55 & 57. ® INSTALL CEMENT CONCRETE WHEEL STOP PER DETAIL, SHEET 6. 46 INSTALL DECORATIVE STAMPED ASPHALT THIS AREA. 49 CONSTRUCT CEMENT CONCRETE VERTICAL CURB PER WSDOT STD PLAN F-10.42. BID DOCUMENT KPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 ww nl-g.cam 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 deesipled drawn checked projeng prof dir field bk no by NA NA NJD NJD date 2/14 2/14 2/14 2/14 DRAINAGE NOTES D OX SEE PROFILES, SHEET 27, 40 & 41. FILTERRA UNIT, SEE DETAIL SHEET 7. INTERURBAN ALIGNMENT DATA STA 21+33.86 TO STA 45+49.73 N 21'23'30" W 2415.86' WATER NOTES (SEE SHEET 22 FOR GENERAL WATER NOTES) ❑1 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. AND FITTINGS AS SHOWN. ❑5 111 STA 26+91, 7,4' LT 12" GATE VALVE, MJXFL FURNISH AND INSTALL 1" WATER SERVICE CONNECTION PER COT STD DWG WS -01. COORDINATE WITH CITY FOR METER INSTALLATION. STA 26+70, 29.0' LT STA 28+40, 28.7' LT FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COT STD DWG WS -13. REMOVE EXISTING HYDRANT. RETURN EXISTING FIRE HYDRANT TO CITY SHOP. STA 26+93, 20.0' LT ❑7 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COT STD DWG WS -13. PAINT FIRE HYDRANT YELLOW. REMOVE EXISTING HYDRANT. STA 26+73 40.6' RT Sc 6" GATE VALVE, MJXFL FURNISH AND INSTALL 1" AIR AND VACUUM RELEASE ASSEMBLY PER COT STD DWG WS -07. STA 27+70.6, 26.4' LT L/y ao2z- PUBLIC WORKS DEPT_ * ENGINEERING*STREETS *WATER* SEWER*BUILDING * +8% +8% +4% 0% -4% -2% LT STA 25+5000 STA 26+0000 BEGIN TRANSITION RT & LT END TRANSITION- RT & LT -2% LT -2% RT -8% 27RT 3% LT 3% NT STA 28+00.00 STA 28+5C.00 BEGIN TRANSITION LT END TRANSITION L7 -2% LT +4% 0% -3% RT 4% -8% 60 50 40 30 20 10 24 50 CB TYPE 1 STA 24+61.67, 37.56' RT 40 RIM 25.82 40 IE IN 22.29 (6"E)FROM FILTERA F4 IE OUT 22.29 (12"W) 25 50 30 20 10 lag"' •lo. 1 Iw. 30 FINISHED GROUND ALONG PIPE EXISTING GROUND ALONG PIPE 20 16 LF 12" SD S=5.00% U a� -EXIST 8" 52 CB TYPE 2-60" STA 24+61.65, 22.00' RT 10 50 26 27 INTERURBAN AVE S SUPERELEVATION DIAGRAM 37 CB TYPE 1..................................................... STA 26+08.00, 37.56' RT RIM 24.63 IE IN 21.24 (6"E) FROM FILTERA F5 40 IE OUT 21.24(12"W) FINISHED GROUND 30 ALONG PIPE • 20 EXISTING GROUND ALONG PIPE c;- 10 16 LF 12" -SD S=4:95% I:FIST 8" S.SI-- 1E5 0 50 50 CONNECT TO _... I,x15T LDy1 17 LF 12" SD_ I 40 S=1.25% 40 0 CB TYPE 1 STA 27+32.09, 38.11 LT W/ SOLID METAL COVER 30 RIM 24.60 30 IE OUT 20.35 (12"N): CONNECT TO 666' 8" 50 20 20 10 l. CB TYPE 1 STA 27+48.80, 36.62' LT 42 W/ SOLID METAL COVER RIM 24.47 IE IN 20.14 (12"S) 28 IE OUT 20.14 (12"N1 CB TYPE 1 Exo,1rrs 16 LF 12" SDS 1.00% STA 27+64.95, 16.50' LT RIM 24.32 FINISHED GROUND IE IN 20.49(12"S) ALONG PIPE 30 19.83 IE IN 19 $3 (12"40 IE OUT 19.83 (12 E) EXISTING GROUND 2" ALONG PIPE c. ® �/ :EXIST '.55 20 50 40 _. EXIST c,,... (ABANDONED) 43CB TYPE 1 STA 27+64.95, 28.94 LT 0 _....W/...SOLID ...METAL ..COVER _... RIM 24.93 IE IN 19.96 (12"S) IE OUT 19.96 (12"E) y II ISI I Lin XI6 18 RCP TO 26 RE:MO'VED 17 "I I1 1 /6 13UN[1LE TO BERELOCATED BY OTHERS -EX .'GAS "" 6 PIPE _38 LF 12" SD S=0.50% -EX. 11"X10" WOOD DUCT SEE "SHEET '40 -12 LF 12" SD S=1.05% W/ ROUND SOLID COVER RIM 26.30 IE IN 20.70 (18"S) IE IN 21.51 (12"SE) IE IN 21.10 (12"SW) IE IN 21.51 (12"E) IE OUT 20.54 (18"N) -0.99% o II � H N II w -0.64% CB TYPE 2-48" 5 STA 26+07.98, 22.00' RT W/ ROUND SOLID COVER', RIM 25.27 IE IN 20.22 (18"S) .......... IE IN 20.47 (12"E) . IE OUT 20.22 (18"N) /; CB TYPE 2-48" �/ STA 27+64.95, 21.91' RT W/ ROUND SOLID COVER RIM 24.49 IE IN 19.88 (18"S) IE IN 19.64 (12"W) IE OUT 19.47 (18"N) - PROPOSED GROUND AT CONSTRUCTION 187 LF 18" SD S=1.00% 146 LF 18° SD S=0.22% SEE SHEET 40 FOR CONTINUATION .I ,--EXISTING • ELEVATION 0 I -AT CONSTRUCTION ' 1;7/, ELEVATION- ,'" LEVATION f AT CONSTRUCTION Q cs "I c, N N -10 24+00 25+00 -0.50% J / FOR CONTINUATION 29 GENERAL DRAINAGE PROFILE NOTES 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES 10 IS LESS THAN 6" (MIN), PROVIDE AN OD x OD x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7. FOR ADDITIONAL STORM DRAIN PROFILES, SEE SHEET 40-41. 157 LF 18" SD S=0.22%/ EXISTING GROUND AT CONSTRUCTION c. 0 150 LF 18° SD S=0.22% 60 50 40 30 20 10 S* 26+00 0 10 20 40 SCALE IN FEET 60 tag.- 002 2. 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * by date designed SOD 2/14 drawn SOD 2/14 checked NJD 2/14 proj eng NJD 2/14 proldir field bk no KPG. 753 9th Avenue N Seale, WA 98109 (206) 286-1640 www.I9p.com 2502 Jefferson Avenue Towne, WA 98402 (253)627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ROADWAY PROFILE STA 24+05 TO STA 29+00 no date revisions 27 107 file no 0436PRF. wg scale ASSHOWN date 02/2014 % INTERURBAN AVE S 70 60 50 40 30 20 10 PVI. STA = 0+44.00. RVI. ELEV — 38,57 LP STA = 0+77.95 0 0 0 LP ELEV = 33.37 oo -_. ................. ...... .. rn PVI STA 0+72:98... + + PVI ELEV 33.37 0 c,'4- 0 o O O 8 II ccoo II cep T ''' cO0 .'• rnla— M H M t0 .... I� + r•-•.... N II cA N Il ...... o . o II n II a� aw IIN II MaM.. cM .-- ,An I cn In 11 I 1 —2.98%- •150" .__ > J ~i I1 aw. aw l�g4g, °J ad ro w"? 0.�5%� D AC 70 70 60 60 50 50 40 30 X2628'17" R=68.20' T=31.23' '°C 0 N 21'23'30" W 23 INTERURBAN AVE S 0 5 10 20 40 60 SCALE IN FEET PVI STA = 0+64.01 STA 0+54, RVL00 ELEV0'V� 27.68 PVI PVI ELEV =. 29.09. 3. . b — II. u_ 0 0 acd a1� N N „ .n •..,,. c� N to II 5 J J O O + rn 40 II oM a w o- , e0 O N II CL 30 -2.53% 20 20 10 Zca `a 14.110% —3.95% z D2 70 60 60 50 50 40 30 40 30 20 20 10 10 0 60 0 INTERURBAN AVE S 24 w 60 50 D4 0 A/ 0 co 40 0ro o .. N II.N IIN Il u -i cel N II. N.II II 30 °- _ aw sew.. sJ 20 10 60 50 40 30 20 10 0 0+00 . a N N 0+00 Q) m G/y 2-27-2014 PUBLIC WORKS DEPT_ +ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked Droleng Drol dir by KPF KPF NJD NJD date 2/14 2/14 2/14 2/14 field bk no 753 9th Avenue N Seale, WA 98109 (206) 286-1640 YAW 101g.com 2502 Jelierson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S DRIVEWAY PROFILE no date revisions 50 107 file no 0436DWPRF04.dwg scale N/A date 02/2014 �� Ia u c)_'- 0 i2 � 21'23'30" W + N Q o z INTERURBAN AVE S o '..,d D2 _ AC 70 70 60 60 50 50 40 30 X2628'17" R=68.20' T=31.23' '°C 0 N 21'23'30" W 23 INTERURBAN AVE S 0 5 10 20 40 60 SCALE IN FEET PVI STA = 0+64.01 STA 0+54, RVL00 ELEV0'V� 27.68 PVI PVI ELEV =. 29.09. 3. . b — II. u_ 0 0 acd a1� N N „ .n •..,,. c� N to II 5 J J O O + rn 40 II oM a w o- , e0 O N II CL 30 -2.53% 20 20 10 Zca `a 14.110% —3.95% z D2 70 60 60 50 50 40 30 40 30 20 20 10 10 0 60 0 INTERURBAN AVE S 24 w 60 50 D4 0 A/ 0 co 40 0ro o .. N II.N IIN Il u -i cel N II. N.II II 30 °- _ aw sew.. sJ 20 10 60 50 40 30 20 10 0 0+00 . a N N 0+00 Q) m G/y 2-27-2014 PUBLIC WORKS DEPT_ +ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked Droleng Drol dir by KPF KPF NJD NJD date 2/14 2/14 2/14 2/14 field bk no 753 9th Avenue N Seale, WA 98109 (206) 286-1640 YAW 101g.com 2502 Jelierson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S DRIVEWAY PROFILE no date revisions 50 107 file no 0436DWPRF04.dwg scale N/A date 02/2014 LEGEND EXISTING TZT El El 03 NEW DESCRIPTION p-- ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY SITE FLOOD LIGHT ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET 0 INTERURBAN AVE S A .til F' ------------------- ---- -.-.-- --_- ...-. B D D JUNCTION BOX TYPE 1, 2, 8 NOTE: 1. FOR THE DURATION OF THE CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL. 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. PROJECT, INSTALL TEMPORARY VIDEO VEHICLE DETECTION CAMERA SYSTEM TO MONITOR THE SOUTHBOUND APPROACH UNDER THE DIRECTION OF WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE AND PER SPECIAL PROVISIONS. WIRE NOTES 1- 3"3- FORT l3 10 >D C.4 NOTES: . ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL 8E MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL 8E RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS 045 10 20 it, 40 60 USE RIGID PVC SCH 80. 't ri, * • AiIN F E 4 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Prot eng Prot dir by JC JHL JC NJD date 2/14 2/14 2/14 2/14 10 -----/W— LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "51", LOCATED PER PANEL SCHEDULE SHEET 74) z J LUMINAIRE # CONDUIT SIZE CONDUCTORS COMMENTS 1 2 2" FOUNDATION TYPE SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2" 2-#6 (ILL) 1 3 EX 2" COBRA 120 LED, 210W, TYPE 3, 530mA EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" BREAKAWAY EMPTY, ADD DETECTABLE PULL TAPE 5 2" 2-14 (ILL) 50.5' L 6 7 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 3" 414 (1(1), 4- (LL), 342 (PC), 2-12 (PFOB ClIt) 8 2" 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 10 4" 2-#4 (ILL), 2-#6 (ILL) BREAKAWAY 4" SPARE, ADD DETECTABLE PULL TAPE 11 2" 2-I4 (ILL), 342 (PC), 2412 (RRFB CTRL) 12 13 2" 2-#6 (IRR) 2" 2412 (RRFB CTRL), 1-40 (RRFB), 1-8C (PPB) 14 2" 1-4C (RRFB), 1 -BC (PPB) 15 16 2" 2-112 (RRFB CTRL) EX 4" EMPTY, ADD DETECTABLE PULL TAPE 1- 3"3- FORT l3 10 >D C.4 NOTES: . ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL 8E MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL 8E RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS 045 10 20 it, 40 60 USE RIGID PVC SCH 80. 't ri, * • AiIN F E 4 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Prot eng Prot dir by JC JHL JC NJD date 2/14 2/14 2/14 2/14 10 -----/W— LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "51", LOCATED PER PANEL SCHEDULE SHEET 74) z J LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 1 INTERURBAN AVE S, STA 11+63 55,9' R COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 1 2 INTERURBAN AVE S, STA 12+27 50.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' SPREAD, PER MODIFIED COT SID SHEET RS -25 BREAKAWAY 2 3 INTERURBAN AVE S, STA 13+64 33.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 1 2 field bk no CONSTRUCTION NOTES 0 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS -20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. 2 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. O3 REMOVE EXISTING UNUSED WRING BETWEEN THE POLE AND WSDOT MAINTAINED ELECTRICAL SERVICE CABINET LOCATED AT SE CORNER OF INTERURBAN AVENUE S AND FORT DENT WAY (COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE) AND CAP AND ABANDON EXISTING UNUSED CONDUIT. INSTALL NEW WIRING AND CONDUIT, AS SHOWN ON THIS PLAN, TO CONNECT LUMINAIRE TO NEW ELECTRICAL SERVICE CABINET (SEE ILLUMINATION SHEET 74 FOR SERVICE CABINET "Si" PANEL SCHEDULE). O EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. OS INSTALL TYPE 3 VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-50.12 AND J-50.15. SPLICE -IN NEW TWISTED PAIR LOOP WIRING TO EXISTING 2CS CABLE SERVICING EXISTING RIGHT TURN VEHICLE MOVEMENT. COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE PRIOR TO LOOP REMOVAL. 0 REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO JUNCTION BOX SPLICE AND INSTALL TYPE 3 VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-50.12 AND J-50.15. SPLICE -IN NEW TWISTED PAIR LOOP WIRING TO EXISTING 2CS CABLES. COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. KPC 753 9N Avenue N Seattle, WA 98109 (206) 286-1640 w*w.lpg.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 Uga-•0022. BID DOCUMENT 0 REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO JUNCTION BOX SPLICE. 8O DISCONNECT EXISTING LOOP WIRING SPLICE AND SPLICE NEW TWISTED PAIR VEHICLE DETECTION LOOP WIRING TO EXISTING LEAD-IN CABLES IN THE PRESENCE OF THE ENGINEER. O9 EXISTING FLASHING BEACON, POLE AND SIGN TO REMAIN. PROTECT EXISTING WRING DURING CONSTRUCTION. 10 EXTEND EXISTING STUB -OUT PER WSDOT STD PLAN J-50.15 TO NEW CURB LOCATION. 11 ADJUST EXISTING JUNCTION BOX TO MATCH NEW GRADE. 12 INTERCEPT EXISTING CONDUIT AND INSTALL TYPE 2 JUNCTION BOX. CAP AND ABANDON EXISTING UNUSED CONDUIT EXTENDING NORTH OF THE JUNCTION BOX LOCATION. 13 LOCATE, EXCAVATE, INTERCEPT AND DAYLIGHT EXISTING 2-4" CONDUITS (ENGINEER TO CONFIRM CORRECT CONDUITS, ALL EXPLORATION FOR EXISTING 2-4" CONDUITS SHALL BE PERFORMED BY THE CONTRACTOR, EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET, ENCASED IN CDF). FURNISH AND INSTALL 4X4 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444 -LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC"). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). 14 LUMINAIRE FOUNDATION SHALL BE LOCATED OUTSIDE OF SIDEWALK AS SHOWN ON THE PLANS. /7\BACK OF LUMINAIRE BASE PLATE SHALL 8E ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 34 APPROXIMATE LOCATION OF EXISTING CABLE VAULT. INSTALL DETECTABLE PULL TAPE IN VLY EXISTING SPARE CONDUITS THROUGHOUT THE LENGTH OF THE PROJECT AS SHOWN IN THESE .PLANS AND WIRE NOTES. FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 10+00 TO STA 14+00 2-27-2014 no date revisions 1" • 65 `107, filen 04119 scale AS361SHOWN0.dw date 02/2014 / LEGEND XISTING NEW INTERURBAN AVE S 1 2 �.- / / 16 re ------ s e--"'---- _ 15 _ F;)-C1--�—� t t t t t st{8 :•• s t 8 t t f f t t t e: s s•: i t :term s x x: B f s i t t e f i s f: s s 8 •; f jfs6e ft ef} ti 4 t.x DESCRIPTION s ROADWAY LUMINAIRE • -f• SIGNAL POLE WITH MAST ARM AND LUMINAIRE 4014 RRFB ASSEMBLY SITE FLOOD LIGHT C2:1 ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE H GI 1I A 0 WIRE NOTES /� LN, COSIZENDUIT CONDUCTORS COMMENTS 1 2" SPARE FOR FUTURE FIBER OPT1C/ILLUM WIRING 2 2" :2-#6 (ILL) CIRCUIT # 3 EX 2" � EMPTY (REMOVE EX UNUSED WIRING) 4 5 EX 1 25", EMPTY, ADD DETECTABLE PULL TAPE 2" ~ 2-#4 (ILL) WALL, PER SHEETS S1 -S4 6 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 8 3" Qu) (1u), 3-112 ( 2-#I2 (FR 12' 2" 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4" 2-#4 (ILL), 2-#6 (ILL) INTERURBAN AVE S, STA 17+41 10 4" SPARE, ADD DETECTABLE PULL TAPE 11 2" 2-/4 (ILL), 3-#12 (PC), 2-#12 (RRFB C1RL) BREAKAWAY 12 2" 2-#6 (IRR) 7 13 2" 2- 1f2 (RRFB CIRL), 1-4C (RRFB), I -8C (PPB) COBRA 120 LED, 210W, TYPE 2, 530mA 14 i 2" 1-4C (RRFB), 1-8C (PPB) STANDARD, PER COT STD SHEET RS -20 15 2" 12-#12 EX 4" (RRFB CTRL) 16 7 EMPTY, ADD DETECTABLE PULL TAPE NOTES: ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. EDGE OF WATER p4 JAN. 10. 2005 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1", LOCATED PER PANEL SCHEDULE SHEET 74) ti LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 4 INTERURBAN AVE S, STA 14+73 38.0' R COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' WALL, PER SHEETS S1 -S4 FIXED 1 5 INTERURBAN AVE S, STA 16+11 38.0' R COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' WALL, PER SHEETS S1 -S4 FIXED 1 6 INTERURBAN AVE S, STA 17+41 28.5' L COBRA 120 LED, 210W, TYPE 2, 530mA 10' 35' SPREAD, PER MODIFIED COT STD SHEET RS -25 BREAKAWAY ' 2 7 INTERURBAN AVE S, STA 18+88 38.8' R COBRA 120 LED, 210W, TYPE 2, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) OWE 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL. 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. PUBLIC WORKS _DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked Prol eng Proj dir field bk no by JC JHL JC NJD date 2/14 2/14 2/14 2/14 KPQ 753 911 Avenue N Seattle, WA 98109 (206) 286-1640 www.IPg.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 CONSTRUCTION NOTES BID DOCUMENT CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS -20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. REMOVE EXISTING JUNCTION BOX AND EXISTING WIRING TO SOURCE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. BACK OF LUMINAIRE BASE PLATE SHALL BE AUGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. INSTALL ROADWAY LUMINAIRE POLE ON TOP OF WALL PER SOLDIER PILE WALL PLANS AND DETAILS, SHEETS Si - S4. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS -20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. ZJ 4'O2L 0 5 10 20 40 60 SCALE IN FEET FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 14+00 TO STA 19+00 2-27-2014 no date revisions 66 )107 1 file no 04361LLA.dwg scale AS SHOWN date 02/2014 LEGEND XIE STING INTERURBAN AVE S m 01.1 Atc C.H 1 2 1 rN R/W 11011(`: r� --,- 0 NEW DESCRIPTION 0--1 ROADWAY LUMINAIRE Cn a P SIGNAL POLE WITH MAST ARM AND LUMINAIRE 41411 RRFB ASSEMBLY SITE FLOOD LIGHT Cag ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT 600 A WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION W111 -I SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD 8Y THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL. 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A.OF THE SPECIAL PROVISIONS. # LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "Si", LOCATED PER PANEL SCHEDULE SHEET 74) Al AIL m =':=i�� — !,®q 7- .,D1 R/W LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 8 INTERURBAN AVE S, STA 20+26 28.2' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 7 9 INTERURBAN AVE S, STA 21+63 44.5' R COBRA 120 LED, 210W, TYPE 3, 530mA 8' 35' SPREAD, PER MODIFIED COT STD SHEET RS -25 BREAKAWAY 1 4" 10 INTERURBAN AVE S, STA 22+77 27.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 11 INTERURBAN AVE S, STA 23+65 48.5' R COBRA 120 LED, 210W, TYPE 2, 530mA 12' 35' SPREAD, PER MODIFIED COT STD SHEET RS -25 BREAKAWAY 1 EMPTY, ADD DETECTABLE PULL TAPE WIRE NOTES A CO12 IT CONDUCTORS COMMENTS 1 2" SPARE FOR FUTURE FIBER OPTIC/ILEUM WIRING 2 3 2"2-#6(ILL) EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1 25" EMPTY, ADD DETECTABLE PULL TAPE 5 2" 2-#4 (ILL) 6 EX 4" 2-#4 (ILL), 2-16 (ILL) REMOVE EX UNUSED WIRING 7 3" 448 (LL 4-16 )LL 3-12 (PC) 2-12 (' : CRE) 8 2" 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4" 2-j#4 (ILL), 2-#6 (ILL) 10 4" SPARE, ADD DETECTABLE PULL TAPE 11 2" 2-#4 (111), 3-I12 (PC), 2412 (RRFB CR) 12 2" 2-16 (IRR) 13 2" 2-412 (RRFB CTRL), 1-4C (RRFB), 1-8C (PPB) 14 2" 1-4C (RRFB), 1-8C (PPB) 15 2" 2-112 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. PUBLIC WORKS 1_7,1=°7 -- . PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prol eng prof dir field bk no by JC JHL JC NJD date 2/14 2/14 2/14 2/14 753 9th Avenue 6 Seattle, WA 98109 (206) 286-1640 waw.lpg.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS -20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 13 LOCATE, EXCAVATE, INTERCEPT AND DAYLIGHT EXISTING 2-4" CONDUITS (ENGINEER TO CONFIRM CORRECT CONDUITS, ALL EXPLORATION FOR EXISTING 2-4" CONDUITS SHALL BE PERFORMED BY THE CONTRACTOR, EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET, ENCASED IN CDF). FURNISH AND INSTALL 4X4 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444 -LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC"). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED W11H BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. BID DOCUMENT /4'O2 2.. 0 5 10 20 40 60 SCALE IN FEET FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-1 16(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 19+00 TO STA 24+00 H LINE STA 24+00 SHE 2-27-2014 no date revisions 67 107 file no 04361LL0.dwg scale AS SHOWN date 02/2014 LEGEND EXISTING NEW D 0--0 ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY SITE FLOOD LIGHT ® ® ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET ®LI m H A El JUNCTION BOX TYPE 1, 2, 8 CONDUIT A WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKIMLA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION 1MTH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL. 12. FOR ONE -UNE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "51", LOCATED PER PANEL SCHEDULE SHEET 74) LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 12 INTERURBAN AVE S, STA 24+68 I 48.5' R / ,' j! 35' /NA INTERURBAN AVE S BREAKAWAY 1 7— An R/W 1 13 /V\ 27.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 14' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 P _____72T„_ ___ F ..___ -� F� .! 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY .. s . } .._jot nan ced; _ ,-. - f s cr BREAKAWAY 1 12 16 P01--- COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 -y._. _rte ny ...'z_ 2 w =. __-� 0ri — -- -- r3_ _- 2-#12 (RRFB CTRL) 16 ®'; I p .F,; -- —r ..--- FCS �ai�"- FO FO - FJ I ro 4 25 ®; . " FO 0 FO 26 27... Fry .. x ©• 28 �� 2 I I I 1 I I I I •'-i-5 = rr F fit m \ I � " ' -fin B BI. B e ,,,e 1" p© IOm c ® ® F' f 4' F F P L - AA P PI V° '37- A& ®® 1 7 Irl SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY SITE FLOOD LIGHT ® ® ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET ®LI m H A El JUNCTION BOX TYPE 1, 2, 8 CONDUIT A WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKIMLA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION 1MTH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL. 12. FOR ONE -UNE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "51", LOCATED PER PANEL SCHEDULE SHEET 74) LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 12 INTERURBAN AVE S, STA 24+68 I 48.5' R COBRA 120 LED, 210W, TYPE 2, 530mA 12' 35' SPREAD, PER MODIFIED COT SID SHEET RS -25 BREAKAWAY 1 EMPTY, ADD DETECTABLE PULL TAPE 13 INTERURBAN AVE S, STA 25+46 27.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 14' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 3" 14 INTERURBAN AVE S, STA 26+90 I 27.5' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 15 INTERURBAN AVE S, STA 28+22 48.5' R COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' SPREAD, PER MODIFIED COT STD SHEET RS -25 BREAKAWAY 1 12 16 I INTERURBAN AVE S, STA 28+60 ' 27,5' L COBRA 120 LED, 210W, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS -20 BREAKAWAY 2 2" WIRE NOTES /,k CONDUIT CONDUCTORS COMMENTS 1l 2" SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2" 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2" 2-#4 (ILL) 6 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 3" 41104 41 (la 342 ( 2-12 (FIE CR) SERVICE POWER SOURCE 8 2" 3-#2/0 (ONE IS GROUND) 9 4" 2-#4 (ILL), 2-#6 (ILL) 10 4" SPARE, ADD DETECTABLE PULL TAPE- 11 2" 2-#4 OW, 3-#12 (PC), 2-#12 (RRFB CTRL) — 12 2" 2-#6 (IRR) 13 2" 2-/12 (RRFB CTRL), 1-4C (RRFB), 1-8C (PPB) 14 2" 1-4C (RRFB), 1-8C (PPB) 15 2" 2-#12 (RRFB CTRL) 16 1X 4" EMPTY, ADD DETECTABLE PULL TAPE NOTES: . ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS Utigald, PVC SC 14) lot PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng by JC JHL JC NJD date 2/14 2/14 2/14 2/14 prof dir field bk no KPQ 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 wvnv.lpg.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 CONSTRUCTION NOTES 01 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS -20, LUMINAIRE SCHEDULE, 1H15 SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. D E GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 17 PROTECT EXISTING PRIVATE LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED WIRING/EQUIPMENT. BID DOCUMENT C,/4 -002Z 0 5 10 20 40 SCALE IN FEET FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 24+00 TO STA 29+00 60 no date revisions e 68 107 file no 04361LL04.dwg scale AS SHOWN date 02/2014 10 11 N 59'30'30" W 12 STA 12+59-' PRC, STA 12+70 1.8' LT N R=149.5' FORT DENT WAY GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", 2012. 3. SEE CITY OF TUKWLA DESIGN AND CONSTRUCTION STANDARDS, STREET TYPICAL DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. FOR CHANNELIZATION LOCATED AROUND MEDIANS, SEE MEDIAN TYPICAL SECTION. SHT 49. irt 3 ," ----STA 12+35 W.:.. sem+ 1 / i ; ` , : 1 1 CHANNELIZATION, TYP 6.5' RT CHANNELIZATION LEGEND AP, STA 12+63 R=151.5'PT, STA 13+11 13 /Z.-2.3' LT , 8 : 1 :11 1 : 1 • 8 : : 1 : 1 , 1 : 8 : :1:. . ::: 1 1 1 1 1 8 1: 1: 1: 1 1 e: 1 I: I 1 1: 8:::::: INTERURBAN AVE S • 1 : 8: 1 1 1 1 1: 1 8 8 N Z J H E1 SINGLE BROKEN WHITE LINE, PER COT STD PLAN RS -13. E3 DOUBLE SOLID YELLOW LINE, PER COT STD PLAN RS -13. E9 WHITE EDGE UNE, PER WSDOT STD PLAN M-20.10-02. 10 SINGLE SOUD WHITE LINE, PER COT STD PLAN RS -13. SIGN SCHEDULE 0 5 10 20 40 SCALE IN FEET SNGON STATION OFFSET DESIGNATION SIZE REMARKS S1 13+39 27.0' LT "BUS STOP" RELOCATE S2 12+52 43.0' LT "RAMP METERED AHEAD" WITH BLINKING LIGHT RELOCATE S3 13+83 36.5' LT "HOV OK"/"I-405 S"/"RIGHT LANE MUST TURN RIGHT" TO REMAIN S4 12+19 44.7' RT "BUS STOP" _ TO REMAIN ivao zz. 60 2-27-2014 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked Prot eng Prol dir by NA NA NJD NJD date 2/14 2/14 2/14 2/14 field bk no KPC4 753 91h Avenue N Seale, WA 98109 (206) 286-1640 vim:lc nom 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S CHANNELIZATION & SIGNING PLAN STA 10+00 TO STA 14+00 no date revisions 1 76 `107, file n0 0436CHN01.dwg scale N/A date 02/2014 PC, STA 14+98, 19.5' LT r—. PC, STA 14+91, 8.5' LT 4J R=1018,5' - R=1029.5' 16 R=1007.5' —� S3. 5 Cl : g ;-•v�t� AVE S :: x s .; as tts s t 78 s t x a t y y a t t :::::: a \ R=1003.5' Q t t y : :e: te: : t y 0 PCC, STA 18+36- J PC, STA 14+62 17.5' RT — _J GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUC110N", 2012. 3. SEE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, STREET TYPICAL DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. FOR CHANNELIZATION LOCATED AROUND MEDIANS, SEE MEDIAN TYPICAL SEC110N. SHT 49. 0 5 10 20 40 SCALE IN FEET CHANNELIZATION LEGEND 60 E1 SINGLE BROKEN WHITE LINE, PER COT STD PLAN RS -13. ❑3 DOUBLE SOLID YELLOW LINE, PER COT STD PLAN RS -13. n WHITE EDGE LINE, PER WSDOT STD PLAN M-20.10-02. SIGN SCHEDULE SIG NON STATION OFFSET DESIGNATION SIZE REMARKS S1 16+87 32.1 LT "35 MPH"/"FORT DENT" WITH ARROW RELOCATE S2 18+03 29.5' LT "NO PARKING" 4"VV1Lq °1 s' 1908 REMOVE S3 18+67 32.0' LT "1-405 S" TO REMAIN U - 0022 rn ti 2-27-2014 �9 Z 4, PUBLIC WORKS DEPT_ *ENGINEERING*STREETS*WATER*SEWER*BUILDING* by date KF'� 75391hAvenue0 Seattle, WA 98109 (206)286-1640 mopscom 2502JefersonAvenue Tacoma,WA98402 (253)627-0720 FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1.116(010)-1 INTERURBAN AVENUE S 2.6,4o 7 4"VV1Lq °1 s' 1908 designed 2/14 BID DOCUMENTSteno NA 2/14 ( 07 checked NJD 2/14 proj eng NJD 2/14 CHANNELIZATION & SIGNING PLAN STA 14+00 TO STA 19+00 0436CHN proj dir scale WA field bk no no date revisions date 02/2014 PCC, STA 19+56, /19.5' LT R=900.0' STA 21+04-\ 1;CCO.-)NT;.IG, & TAX SERvICESi 14973 PT, STA 21+11 22 N 21'23'30" W INTERURBAN AVE S 19,(x)_ - 1 PT, STA 20+65 2 GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND ' t*J$81PA CCCOSTRUCTIOF1", 1 t 3.=AEEvCxt 1"imam UK}1lLASI ANDiQtiSTR`I�▪ TION STANDARDS, STREET TYPICAL DETAILS. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. FOR CHANNELIZATION LOCATED AROUND MEDIANS, SEE MEDIAN TYPICAL SECTION. SHT 49. 0 5 10 20 40 SCALE IN FEET CHANNELIZATION LEGEND E1 SINGLE BROKEN WHITE LINE, PER COT STD PLAN RS -13. E3 DOUBLE SOLID YELLOW LINE, PER COT STD PLAN RS -13. ® TWO WAY LEFT—TURN LINE, PER COT STD PLAN RS -17. ❑5 PLASTIC TRAFFIC ARROW, PER WSDOT STD PLAN M-24.40-01. ® YELLOW EDGE LINE, PER WSDOT STD PLAN M-20.10-02. Eg WHITE EDGE LINE, PER WSDOT STD PLAN M-20.10-02. 13 4" WHITE PAINTED PARKING STRIPE. 60 OU I IAC I. f 1 TER PLAZA, 14900 SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION SIZE REMARKS S1 20+01 35.0' LT "NO PARKING" REMOVE S2 22+17 20.0' LT "SLIDE AREA" RELOCATE S3 22+44 32.5' LT "EXIT ONLY" RELOCATE S4 23+84 29.0' LT SIGN POST ONLY REMOVE S5 22+32 38.5' RT "BEGIN TWLT LANE" REMOVE S6 23+38 10.8' RT "BEGIN" SUPPLEMENTAL PLAQUE (INSTALL ABOVE R3 -9b) R3 -9b TWO—WAY LEFT TURN ONLY "END" SUPPLEMENTAL PLAQUE (INSTALL ABOVE R3 -9b) R3 -9b TWO—WAY LEFT TURN ONLY OM -3L TYPE 3 OBJECT MARKER 24" x 6" 24" x 36" 24" x 6" 24" x 36" 6" x 24" NEW — FOR NORTHBOUND TRAFFIC " " NEW — FOR SOUTHBOUND TRAFFIC " " " " S7 19+92 6.3' RT OM -3L TYPE 3 OBJECT MARKER NEW L/4' CoiL. 2-27-2014 PUBLIC WORKS L:0_PT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked proj eng Prol dir field bk no by NA NA NJD NJD date 2/14 2/14 2/14 2/14 KPC 153 9th Avenue N Seattle, WA 98109 (206) 286-1640 vAnvi g.cem 2502 Jefferson Avenue Tacona, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S CHANNELIZATION &SIGNING PLAN STA 19+00 TO STA 24+00 no date revisions 78 107 , file no 0436CHN 3.dwg scale N/A date 02/2014 10 - 0 RESTORATION AREA PLANT QUANTITIES ezteigwrias _ pomp LT - r– c N rr s O J r N -5930'30" W 12 1 13 INTERLhtBAN AVE LINE STA 14+00 I1--111-1) !' '°1°°11-- INTURB R AN AVE S L) Q BOTANICAL NAME QTY ORHAMNUS PURSHIANA 13 ,O CORYLUS CORNUTA,17 ( 4 `A�D.tYK11' 13 OCORYLUS 40 4 CORNUS STOLONIFERA �Tt� -._SYMPHORICARPOS ALBUS 40 —MAHONIA AQUIFOLIUM a 90 RUBUS SPECTABILIS 90 O RESTORATION AREA PLANT QUANTITIES CONSTRUCTION NOTES PLANTER AREA, INSTALL 6" TOPSOIL TYPE A AND 2" BARK MULCH, TYP. RESTORATION PLANTING AREA, SEE RESTORATION PLANT SCHEDULE SHEET 91; INSTALL 6" TOPSOIL TYPE A AND 3" BARK MULCH, TYP. O SEEDED LAWN, INSTALL 2" TOPSOIL TYPE A, TYP. O TREE IN FILTERRA UNIT, SEE DETAIL SHEET 7; INSTALL TREE PER MANUFACTURER'S INSTRUCTIONS. SEE SHEET 91 FOR PLANTING SCHEDULE AND DETAILS O RESTORATION AREA PLANT QUANTITIES BOTANICAL NAME QTY O RHAMNUS PURSHIANA 13 OCORYLUS CORNUTA 7 CORNUS STOLONIFERA 30 j SYMPHORICARPOS ALBUS 30 MAHONIA AQUIFOLIUM 70 RUBUS SPECTABILIS 70 CONSTRUCTION NOTES PLANTER AREA, INSTALL 6" TOPSOIL TYPE A AND 2" BARK MULCH, TYP. RESTORATION PLANTING AREA, SEE RESTORATION PLANT SCHEDULE SHEET 91; INSTALL 6" TOPSOIL TYPE A AND 3" BARK MULCH, TYP. O SEEDED LAWN, INSTALL 2" TOPSOIL TYPE A, TYP. O TREE IN FILTERRA UNIT, SEE DETAIL SHEET 7; INSTALL TREE PER MANUFACTURER'S INSTRUCTIONS. SEE SHEET 91 FOR PLANTING SCHEDULE AND DETAILS O RESTORATION AREA PLANT QUANTITIES 3 1 - • 0) 1E� . Ed/4 u�- ,hr„„2 '‘44% N PUBLIC WORKS .12)__F°7 - . __PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* 0 5 10 20 40 60 SCALE IN FEET designed drawn checked prof eng proj dir by cs cs EG NA date 2/14 2/14 2/14 2/14 field bk no KPG 753 98 Avenue N Seattle, WA 98109 (206) 286-1640 vnnv.lpg.cam 2502 Jefferson Avenue Tacoma, WA 98402 (253( 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S LANDSCAPE PLAN STA 10+00 TO STA 19+00 (("Zrirl STATE OF 2� WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELIZATHL{,)BSON CERTIFILLYW1E NO. 538 85 107 , file no 0436LPN 1.dwg scale 1' = 20' no date revisions date 02/2014 BOTANICAL NAME QTY O RHAMNUS PURSHIANA 0 OCORYLUS CORNUTA 0 CORNUS STOLONIFERA 50 A SYMPHORICARPOS ALBUS 50 MAHONIA AQUIFOLIUM 115 RUBUS SPECTABILIS 115 3 1 - • 0) 1E� . Ed/4 u�- ,hr„„2 '‘44% N PUBLIC WORKS .12)__F°7 - . __PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* 0 5 10 20 40 60 SCALE IN FEET designed drawn checked prof eng proj dir by cs cs EG NA date 2/14 2/14 2/14 2/14 field bk no KPG 753 98 Avenue N Seattle, WA 98109 (206) 286-1640 vnnv.lpg.cam 2502 Jefferson Avenue Tacoma, WA 98402 (253( 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S LANDSCAPE PLAN STA 10+00 TO STA 19+00 (("Zrirl STATE OF 2� WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELIZATHL{,)BSON CERTIFILLYW1E NO. 538 85 107 , file no 0436LPN 1.dwg scale 1' = 20' no date revisions date 02/2014 CONSTRUCTION NOTES gah _.: NFA «_««_«««......... n .,.. D3 ffin gar AM, Mirk . -•. _� Ir_�IF_�lf m.p.�p _ .1.�tpOpp17�aJ�0p.,r,:�pA[ 1: 11 VO �7i , r,,�,t_ V �a�I:e �[ pC9�3 ,7aO'er mime �IIIi�AtlS[3CLLIDSL'UJ000i3Y71l�l0�0-000 •Y7i lY]f-IOt)7D>'J'� _—./'PeE�' -`3iYiOCLQ(X001'ACl(•YL�C�►VV�' � t i Va% Old 22 ��. µ ®. v 23 A vg e " r a•° IPI/IaGG ' 0 AGO° n no�ane w�v ep —e � l200 �'.�7� 13 �'i .J ` �: glob, i",,jjt a a n���aae n o, 3 4 o� deo' ,�'�G'1Gl�wr Li'. 0S� aaOCtUU.�iC11r3Pa _ O�(ioPOOLp Ca1�L+'U.O� L�r®. : _.:®1 t� . ®.k 'L.::F,�' .:. - ,. ®';,•�`. T rrtr S".L ,.:.... Nay, __ _ INTERURBAN.. AVE S� c®, _ AO& cel t.1A / k araPmeez _" "."�o nnu ort�rmr�orirm,rrrrir�rrr,�rlrr•�r�zt�.�'G.R�cI�1Gy �r swar wirmr- w S9 34 AC AT dvv N1 ITk HORSO ,BAR & GRA. L.; 114Q35 - -JIT6 GA S 1-��,� PAT FDP GAS Pub/ T - 0 AT 1- w MI NM 111110 Oa 01 �ammoGf \ , \ i n`.`d w'°"1 _WAISSUa"U s a r Ao c W6-14. Lia — — MATCH LINE STA 24+00 ,4i� �N:=.� _ �� = �!��c':_ ���. __iii; - - ._ _ A�� 1 ��' v v_v Agft. Avb. Ash ua �:mmsYi. .nc .na. .n-� C, �;Irsv..�.r .'� :.^.-TjF rrr-..7a. S-..rr).�.r.... �nam.> ►�►E�t-�..n..-rs-sm.-._.o, :a .� -..- vsar c,.,.�.T.. .e, r,:.. r:<r. �,nr.. mi-._ n an�fTnf .nara.'.5�... .nSF—.m.-- rTa...�..y�..-<,r ..�c�.r.��.. O 3 �__ �.':3 9 3,tilk is ..:j�:.n.3.. .. .vn ,. ` h,.. �.. i avairim r �tr��-J7t,�>•;; .....arir�liFaulEiii ��rurivve%1+]J�I�-'i17?r n`G�1��]��L\.(�t�triE��riiYCl�flCa019o'YiC�L�/aWG�ve.� V,n 1 � � a-�� `�. -'i-JIB,-��]-�C•,i]��-'-- � � � '�i `r AA VIP 1/141 co 1— w 0) 0 0 Z J L) _PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir by cs cs EG date NA 2/14 2/14 2/14 2/14 field bk no KPS 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 insviup.com 0 5 10 20 40 60 SCALE IN FEET 2502 Jefferson Avenue Tacoma WA 98402 (253) 627-0720 BID DOCUMENT L/V o 22 FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S LANDSCAPE PLAN STA 19+00 TO STA 29+00 DECORATIVE STAMPED ASPHALT THIS AREA. PLANTER AREA, INSTALL 6" TOPSOIL TYPE A AND 2" BARK MULCH, TYP. MEDIAN PLANTER AREA, INSTALL 15" TOPSOIL TYPE A AND 2" BARK MULCH, TYP. SEE SHEET 49 FOR MEDIAN INSTALLATION DETAILS AND ADDITIONAL TOPSOIL REQUIREMENTS AT TREE LOCATIONS. RESTORATION PLANTING AREA, SEE RESTORATION PLANT SCHEDULE SHEET 91; INSTALL 6" TOPSOIL TYPE A AND 3" BARK MULCH, TYP. SEEDED LAWN, INSTALL 2" TOPSOIL TYPE A, TYP. INSTALL 2" TOPSOIL TYPE A AND 2" BARK MULCH IN ALL DISTURBED AREAS. TREE IN FILTERRA UNIT, SEE DETAIL SHEET 7; INSTALL TREE PER MANUFACTURER'S INSTRUCTIONS. 4O RESTORATION AREA PLANT QUANTITIES SEE SHEET 91 FOR PLANTING SCHEDULE AND DETAILS (4'n STATE OF 2 - WASHINGTON REGISTERED LAN CAP ARCHITECT ELIZATHl,(,)BSON CERTIFI E NO. 538 no date revisions e 86 \ 107 file no 0436LPN 2.dwg scale N/A date 02/2014 BOTANICAL NAME QTY ORHAMNUS PURSHIANA 0 OCORYLUS CORNUTA 0 CORNUS STOLONIFERA 15 'i////r SYMPHORICARPOS ALBUS 15 MAHONIA AQUIFOLIUM 35 RUBUS SPECTABILIS 35 SEE SHEET 91 FOR PLANTING SCHEDULE AND DETAILS (4'n STATE OF 2 - WASHINGTON REGISTERED LAN CAP ARCHITECT ELIZATHl,(,)BSON CERTIFI E NO. 538 no date revisions e 86 \ 107 file no 0436LPN 2.dwg scale N/A date 02/2014 PLANT SCHEDULE (SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS ERESTORATION PLANTING SHRUBS STREET TREES 0 1 T1 ACER RUBRUM '80-lALL'/ BOWHALL MAPLE 53 10' C ZL' HT B&B WELL BRANCHED T2 ACER PLATANOIDES 'CONZAM'/ CONQUEST MAPLE 39 2" CAL. 10'-12' HT. B&B WELL BRANCHED T3 PYRUS CALLERYANA 'CAMBRIDGE'/ CAMBRIDGE PEAR -+ 30 2" CAL. 10'-12' HT. B&B WELL BRANCHED 0T4 a- I" 14 135 j 1 GAL. CONT. CARPINUS CAROLINIANA 'CCSQU'/ PALISADE AMERICAN HORNBEAM 37 2" CAL. 10'-12' HT. B&B WELL BRANCHED - T5 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY / 15` 2" CAL. 10'-12' HT. B&B WELL BRANCHED 24 O.C. TRI. SP. TYP. RUBUS SPECTABILIS/ SALMONBERRY * SHRUBS 1 GAL. CONT. 24" O.C. TRI. SP. TYP. S1 EUONYMUS FORTUNEI'MONCE'/ GOLDEN PRINCE WINTERCREEPER 66 . 15"-18" HT. FULL AND BUSHY S2 RHODODENDRON X 'RAMAPO./ RAMAPO RHODODENDRON 105 15"-18" HT. FULL AND BUSHY OS3 CHAENOMELES SPECIOSA 'ORANGE STORM'/ DOUBLE TAKE ORANGE STORM FLOWERING QUINCE 71 18"-24" HT. FULL AND BUSHY S4 CORNUS STOLONIFERA 'FARROW'/ ARCTIC FIRE RED—TWIG DOGWOOD 142 18"-24" HT. FULL AND BUSHY S5 PHYSOCARPUS OPULIFOLIUS 'DART'S GOLD'/ DART'S GOLD NINEBARK 70 18"-24" HT. FULL AND BUSHY © S6 CISTUS X CORBARIENSIS/ WHITE ROCKROSE 338 15"-18" HT. FULL AND BUSHY S7 NANDINA DOMESTICA 'FIREPOWER'/ FIREPOWER HEAVENLY BAMBOO 514 15"-18" HT. FULL AND BUSHY © S8 FOTHERGILLA GARDENII 'BLUE MIST'/ BLUE MIST DWARF FOTHERGILLA 220 15"-18" HT. FULL AND BUSHY S9 POTENTILLA FRU11COSA 'SUNSET'/ SUNSET POTENTILLA 317 2 GAL. CONT. FULL AND BUSHY S10 ROSE X 'N0A97400A'/ FLOWER CARPET AMBER GROUNDCOVER ROSE 489 15"-18" HT. FULL AND BUSHY DO S11 CALLUNA VULGARIS 'MELANIE'/ MELANIE SCOTCH HEATHER 579 2 GAL. CONT. FULL AND BUSHY S12 HEBE PINGUIFOLIA 'SUTHERLANDII'/ SUTHERLAND HEBE 465 2 GAL. CONT. FULL AND BUSHY S17 ABELIA 'ROSE CREEK'/ ROSE CREEK ABELIA 170 2 GAL. CONT. FULL AND BUSHY S13 BERBERIS THUNBERGII'GORUZAM'/ GOLDEN RUBY BARBERRY 321 2 GAL. CONT. FULL AND BUSHY S14 CARYOPTERIS X CLANDONENSIS 'KORBALL'/ BLUE BALLOON BLUEBEARD 451 2 GAL. CONT. FULL AND BUSHY S15 SPIRAEA JAPONICA 'WALBUMA'/ MAGIC CARPET SPIREA 534 2 GAL. CONT. FULL AND BUSHY S16 LAVANDULA STOECHAS 'WINTER BEE'/ WINTER BEE SPANISH LAVENDER 212 2 GAL. CONT. FULL AND BUSHY GROUNDCOVER GC1 RUBUS CALYCINOIDES 'GOLDEN QUILT'/ GOLDEN QUILT CREEPING BRAMBLE 775 ! 1 GAL. CONT. O TRI. SP. TYP. '‘,.:r.,'"? 6C2 HELIANTHEMUM NUMMULARIUM 'FIRE DRAGON'/ FIRE DRAGON SUNROSE 430 1 GAL. CONT. 18" O.C. TRI. SP. TYP. GC3 COTONEASTER DAMMERI 'STREIB'S FINDLING'/ STREIB'S FINOLING BEARBERRY 230 1 GAL. CONT. 24" O.C. TRI. SP. TYP. GC4 GERANIUM MACRORRHIZUM 'ALBUM'/ HARDY GERANIUM 500 1 GAL. CONT. 18 O.C. TRI. SP. TYP. * (7) AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' TO BE PROVIDED BY FILTERRA UNIT MANUFACTURER. 4114i t RESTORATION PLANT SCHEDULE *PLANT GROUNDCOVERS IN GROUPS OF 5-7 OF EACH SPECIES. GROUNDCOVER LAYOUT IS CONTINUOUS THROUGH SHRUBS, SEE LAYOUT DETAIL THIS SHEET. SPECIFIED GROUNDCOVER SPACING, TYP. SHRUB —\ O O GROUNDCOVER - 1 w0 0 0 O 0°0 O TYPICAL RESTORATION PLANTING LAYOUT DETAIL NTS NOTES: 1. GROUNDCOVER LAYOUT IS CONTINUOUS THROUGH SHRUBS. 2. ADJUST GROUNDCOVER SPACING AS NECESSARY TO PROVIDE MIN. 1' OFFSET FROM SHRUBS. REMOVE BURLAP & TWINE OFF TOP 1/3 OF ROOTBALL 0 'd Od 2" BARK MULCH FINISH GRADE TOPSOIL TYPE A BREAK SIDES & �— BOTTOMS OF PLANTING PIT TO ALLOW FOR S<op 3�5�OpF ROOT PENETRATION C -- RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB/ GROUND COVER PLANTING DETAIL NTS DEPTH VARIES WITH GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-1990 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL PLANTER AREAS SHALL RECEIVE 6" TOPSOIL TYPE A, AND 2" OF BARK MULCH, MEDIAN PLANTER AREAS TO RECEIVE 15" TOPSOIL TYPE A AND 2" BARK MULCH, TYP.; ALL SEEDED LAWN AREAS TO RECEIVE 2" OF TOPSOIL TYPE A, UNLESS OTHERWISE NOTED. PREVAILING WIND TREE STAKE 7— ROOTBALL \ --TRUNK TREE STAKE PLAN TREE SPECIMEN, NEVER CUT CENTRAL LEADER %/ TYPICAL TREE PLANTING DETAIL NTS NOTES: 1. TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER. 2. CUT ALL TIES AND FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL. 3. REMOVE ALL PLASTIC, TWINE AND WIRE BASKET. L/V.. 0022.. INTERLOCKING PLASTIC TIES, TIE AT 2/3 TREE HEIGHT. DO NOT OVERTIGHTEN 2"0 WOOD STAKE ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 2" MULCH, KEEP AWAY FROM TREE TRUNK CONC SIDEWALK TOPSOIL TYPE A SCARIFYS SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACT SUBGRADE TO PREVENT SETTLING „,„ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT I Z A THBSON CERTIFILL�Y tE NO. 538 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING + designed drawn checked Prol eng Orel dir by Cs Cs EG NA date 2/14 2/14 2/14 2/14 field bk no KPG 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 rww.log.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S LANDSCAPE SCHEDULE AND DETAILS no date revisions 91 107 file no 0436LPN07.dwg scale WA date 02/2014 SYMBOL 1 BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS ERESTORATION PLANTING SHRUBS OS18 ! RHAMNUS PURSHIANA/ CASCARA 26 2 GAL. CONT. FULL AND BUSHY OS19 CORYLUS CORNUTA/ BEAKED HAZELNUT 23 2 GAL. CONT. FULL AND BUSHY RESTORATION PLANTING GROUNDCOVERS CORNUS STOLONIFERA/ RED—OSIER DOGWOOD* 135 j 1 GAL. CONT. TRI, OP ' /14 SYMPHORICARPOS ALBUS/ SNOWBERRY` 135 I 1 GAL. CONT. 36" O.C. TRI. SP. TYP. MAHONIA AQUIFOLIUM/ TALL OREGON GRAPE * 310 :1 GAL. CONT. 24 O.C. TRI. SP. TYP. RUBUS SPECTABILIS/ SALMONBERRY * 310 1 GAL. CONT. 24" O.C. TRI. SP. TYP. SEEDED LAWN INSTALLATION 4,000 SY DECORATIVE STAMPED ASPHALT 895 SF *PLANT GROUNDCOVERS IN GROUPS OF 5-7 OF EACH SPECIES. GROUNDCOVER LAYOUT IS CONTINUOUS THROUGH SHRUBS, SEE LAYOUT DETAIL THIS SHEET. SPECIFIED GROUNDCOVER SPACING, TYP. SHRUB —\ O O GROUNDCOVER - 1 w0 0 0 O 0°0 O TYPICAL RESTORATION PLANTING LAYOUT DETAIL NTS NOTES: 1. GROUNDCOVER LAYOUT IS CONTINUOUS THROUGH SHRUBS. 2. ADJUST GROUNDCOVER SPACING AS NECESSARY TO PROVIDE MIN. 1' OFFSET FROM SHRUBS. REMOVE BURLAP & TWINE OFF TOP 1/3 OF ROOTBALL 0 'd Od 2" BARK MULCH FINISH GRADE TOPSOIL TYPE A BREAK SIDES & �— BOTTOMS OF PLANTING PIT TO ALLOW FOR S<op 3�5�OpF ROOT PENETRATION C -- RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB/ GROUND COVER PLANTING DETAIL NTS DEPTH VARIES WITH GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-1990 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL PLANTER AREAS SHALL RECEIVE 6" TOPSOIL TYPE A, AND 2" OF BARK MULCH, MEDIAN PLANTER AREAS TO RECEIVE 15" TOPSOIL TYPE A AND 2" BARK MULCH, TYP.; ALL SEEDED LAWN AREAS TO RECEIVE 2" OF TOPSOIL TYPE A, UNLESS OTHERWISE NOTED. PREVAILING WIND TREE STAKE 7— ROOTBALL \ --TRUNK TREE STAKE PLAN TREE SPECIMEN, NEVER CUT CENTRAL LEADER %/ TYPICAL TREE PLANTING DETAIL NTS NOTES: 1. TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER. 2. CUT ALL TIES AND FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL. 3. REMOVE ALL PLASTIC, TWINE AND WIRE BASKET. L/V.. 0022.. INTERLOCKING PLASTIC TIES, TIE AT 2/3 TREE HEIGHT. DO NOT OVERTIGHTEN 2"0 WOOD STAKE ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 2" MULCH, KEEP AWAY FROM TREE TRUNK CONC SIDEWALK TOPSOIL TYPE A SCARIFYS SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACT SUBGRADE TO PREVENT SETTLING „,„ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT I Z A THBSON CERTIFILL�Y tE NO. 538 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING + designed drawn checked Prol eng Orel dir by Cs Cs EG NA date 2/14 2/14 2/14 2/14 field bk no KPG 753 91h Avenue N Seattle, WA 98109 (206) 286-1640 rww.log.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S LANDSCAPE SCHEDULE AND DETAILS no date revisions 91 107 file no 0436LPN07.dwg scale WA date 02/2014 CONSTRUCTION NOTES Oj ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREA. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA.OCL ATION SHOWN IS DIAGRAMMATIC. O MAIN LINE AND LATERAL LINE TO BE LOCATED IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. O INSTALL LATERAL SUPPLY LINE FOR FILTERRA/TREE GRATE ZONE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL LINE IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. 1" IRRIGATION METER SEE SHEET 20. INSTALL POC (POINT OF CONNECTION) PER DETAILS, SHEETS 97 AND 98. • INSTALL (2) HUNTER WVC-200 (2 STATION BATTERY POWERED CONTROLLER) WITH DC LATCHING SOLENOID. MANIFOLD VALVES IN A JUMBO VALVE BOX PER DETAIL SHEET 96. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT, IN PLANTER AREA LOCATION SHOWN IS DIAGRAMMATIC. • SLEEVE LATERAL SUPPLY LINE FROM PLANTER TO FILTERRA UNIT, TYP. 10 INSTALL (1) HUNTER WVC-100 (1 STATION BATTERY POWERED CONTROLLER) WITH DC LATCHING SOLENOID. SUPPLY (1) WVP (VALVE PROGRAMMER) FOR WIRELESS CONTROLLERS. IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL N0. 8 RAINBIRD BUBBLER SERIES 1402 ®® ® RAINBIRD 6 SERIES VAN 1806—SAM—PRS Mk 4a a RAINBIRD 8 SERIES MPR 1806—SAM—PRS A RAINBIRD STRIP SERIES 1806—SAM—PRS SS AUTOMATIC CONTROL VALVE _._^._.'�......_._...- FO�-..-.. - ro 3 + --- - _..sa.... r.� -= —_. ._ __. �_'••.,,,.,, Fes.' S. —.c_� S w ---'mow __ itek ftt PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * 0 5 10 20 40 60 SCALE IN FEET by date designed drawn checked Proleng Drol dir EG DF EG NA 2/14 2/14 2/14 2/14 field bk no 75391h Avenue N Seattle, WA 98199 (206) 266-1640 wvw.kpg.com \\~ 0) ti TSEE SHEETS 97 AND 98 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S IRRIGATION PLAN STA 10+00 TO STA 19+00 } ci4-cetet: v LAN STATE OF WASHINGTON REGISTERED CAP ARCHITECT ARCHITECT IZA THUBSON CERTIFI E NO. 538 no date revisions 1 92 `107 file04361RR01.dwg scalen N/A date 02/2014 a c _. CONSTRUCTION NOTES ,(> ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREA. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA.()CATION SHOWN IS DIAGRAMMATIC. • MAIN LINE AND LATERAL LINE TO BE LOCATED IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. INSTALL LATERAL SUPPLY LINE FOR FILTERRA/TREE ▪ GRATE ZONE THROUGH PRECAST 2" HOLES IN N FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL MAINLINE THROUGH PRECAST 3" HOLES IN FILTERRA UNIT. INSTALL LINES FROM PLANTER AREA THROUGH EACH SIDE OF FILTERRA UNIT. LOCATION SHOWN IS DIAGRAMMATIC. 1- z J s _ s INTERURBAN AVE S/ Q 34a' Iit /a 3B 2 2' II I 3 38.0 26.6 18 3.0 1" 2B 21.5 1" 0 0 r_ --'—_ — — —t- 3/4 t- 98 1 1/2" 1" MODIFY PRIVATE IRRIGATION SYSTEM THIS AREA (APPROX FROM STA 24+50 TO 29+50), ALONG BACKSIDE OF SIDEWALK, AS DIRECTED BY ENGINEER, TO PROVIDE A FULLY FUNCTIONING SYSTEM FOR EXISTING PLANTING AREA. REUSE EXISTING SPRINKLER HEADS AND VALVES IF POSSIBLE AND/OR INSTALL NEW EQUIPMENT TO MATCH EXISTING. 14 EXTEND LATERAL AND/OR MAINLINE FROM PLANTER, SLEEVE UNDER SIDEWALK PAVEMENT TO BACK OF SIDEWALK, PAST FILTERRA UNIT AND BACK ACROSS TO PLANTER AREA AS SHOWN. IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. 8 RAINBIRD BUBBLER SERIES 1402 ®® ® RAINBIRD 6 SERIES VAN 1806—SAM—PRS A • a RAINBIRD 8 SERIES MPR 1806—SAM—PRS A e RAINBIRD STRIP SERIES 1806—SAM—PRS AUTOMATIC CONTROL VALVE 24.8 1" 5 N N 111v. .e e1.001iar.e3/4vc=1.1r$ 4 I� 25 34" 44 26 Via" Zr 27 G \2" \ INTERURBAN AVE S r ri iI -r ' � s._c c __i a. �rx r; r T_r_ �� r .is 5 2 r� r.74, _L S .. ._r. yypp0...... S 141 3 S 3 �a1 0 /a c =71 7.C.. �^ . _a a v a s rr.-/4 rr. 1:12.77 z=s—r.:r_sr_i r : c z I:':-: r.L_i r r. 1 51,. 3/4' 0- 1 1' .34' /a Z. 3/a 3/4 28 2 :LXX I-71=1.= Lz--r S— ° — _ --- — S 3a 1 1" 88 22:4- 108 9:36 0 5 10 20 40 SCALE IN FEET 60 PUBLIC WORKS DEPT_ * ENGINEERING*STREETS *WATER* SEWER*BUILDING* 1" —76 24.8 0 by date designed drawn checked proj eng proj dir field bk no 2/14 2/14 2/14 2/14 MPG - 753 915 Avenue N Seale, WA 98109 (206) 286-1640 wrrw.00.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 1" 0 4" SEE SHEETS 97 AND 98 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES BID DOCUMENT 128! 20.0 1" 0 L/9 0021. FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S IRRIGATION PLAN STA 19+00 TO STA 29+00 LINE STA 29+ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT EEIZATH( )BSON CERTIFILLddttE NO. 538 no date revisions 93 107 file no 04361RR0 .dwg scale WA date 02/2014 FOUND MON IN CASE LEGEND FOUND MON IN CASE STA 10+14.24, 1.88' RT EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED ROW IMPROVEMENT EASEMENT PROPOSED UTILITY EASEMENT 50' EXISTING RIGHT OF WAY WIDTH vccaoLl 11+00 INTERURBAN AVE S N 59'30'30" W CONST. CE N 59'36'42" W ROW CL 677.61' 12+00 0 5 10 20 40 60 SCALE IN FEET PLAN SCALE: 1" = 20' 1359700-05201 0 295490-04201 13+00 FOUND MON IN CASE STA 13+59.16, 0.31' RT NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER EASEMENT LEFT RIGHT ALHADEFF MICHAEL 0 * 359700-0520 198,585 0 198,585 — — BAIN & WELLS * 295490-0420 49,501 0 — 49,501 — SPANS MULTIPLE SHEETS NOTE: ALL AREAS IN SQUARE FEET. DATA FOR TOTAL AREA PER KING COUNTY ASSESSOR. 14 - SPIRAL CURVE ROW VARIES MATCH LINE STA 14+00 SHEET 100 G /9� 002 z J 3 F u 0 o- F v PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * by designed drawn checked prof eng prof dir field bk no NM KW RR ND date 2/14 2/14 2/14 2/14 753 98i Avenue N Seattle, WA 98109 (206) 286-1640 wive kpo.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 10+00 TO STA 14+00 no date revisions 99 107 file no 0436ROWPLN01.dx2 scale N/A date 02/2014 L33250-00001 ------------ -0 G C,_ A Ti P N a, = 15+00 r-- U, _ m _ SPIRAL CURVE 00 N 59'30'30" W CONST. QLo Y 73 FOUND MON IN CASE o + STA 14+47.06, 0.17' RT < 0 o zr _vo N rnrn C 70 uD Lir LEGEND EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED ROW IMPROVEMENT EASEMENT PROPOSED UTILITY EASEMENT 50' EXISTING RIGHT OF WAY WIDTH 3/47 %C;tr.,) 16+00 A=038.07'00" L=671.91' R=1010.00' 17+00 A=023'48'43" L=396.90 R=955.00' 0 5 10 20 40 60 SCALE IN FEET INTERURBAN AVE S NAME PARCEL NO. TOTAL AREA• RIGHT OF WAY REMAINDER EASEMENT LEFT RIGHT CANYON ESTATES CONDOMINIUM 133250-0000 314,465 0 314,465 — — SCHNEIDER GERALD #14338 359700-0460 66,658 0 66,658 — — SCHNEIDER LYLE D 000320-0009 9,450 0 — 9,450 — NOTE: ALL AREAS IN SQUARE FEET. DATA FOR TOTAL AREA PER KING COUNTY ASSESSOR. 18+00 I35970004601 1000320-00091 L/9 �o2Z / PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked proj eng Prot dir NM KW RR ND date 2/14 2/14 2/14 2/14 field bk no MPG. 753 98 Avenue N Seattle, WA 98109 (206) 2861640 xww.18g.com 2502 Jefferson Avenue Tacoma WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 14+00 TO STA 19+00 no date revisions 100 1 107 file no 0436ROWPLN01.dvwJ scale N/A date 02/2014 / <03807'00" 9690'RR19 20+00 u ▪ 00 p=023'48'43 CC m o LEGEND EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED ROW IMPROVEMENT EASEMENT PROPOSED UTILITY EASEMENT 50' EXISTING RIGHT OF WAY WIDTH 21+00 — SPIRAL CURVE FOUND MON IN CASE STA 21+46.04, 0.57' RT PT 21+33.86 1359700-04611 • 22+29.96, • 32.25' LT 22+66.77, 33.45' LT 22+66.77, 29.45' LT 22+00 23+00 1359700-04201 N 2123'30" W CONST. 24 FOUND MON IN CASE STA 22+36.11, 0.54' RT INTERURBAN AVE S 21+52.12, 50.99' RT 0 5 10 20 40 60 SCALE IN FEET PLAN SCALE: 1" = 20' [359700-00061 N 21'24'02 W ROW CE NAME PARCEL NO. TOTAL AREA* RIGHT OF WAY REMAINDER EASEMENT — LEFT RIGHT MAPLE CREST APARTMENTS 359700-0461 86,008 0 86,008 — — MVM PARTNERS * 359700-0420 36,999 0 36,999 — 139 SCHNEIDER LYLE D * 359700-0006 165,338 1,149 — 164,189 7,685 * SPANS MULTIPLE SHEETS NOTE: ALL AREAS IN SQUARE FEET. DATA FOR TOTAL AREA PER KING COUNTY ASSESSOR. t/e/ 0022 MATCH LINE STA 24+00 SHEET 102 PUBLIC WORKS DEP 7-.- * ENGINEERING *STREETS *WATER* SEWER *BUILDING * by designed drawn checked proj egg proj dir field bk no NM KW RR ND date 2/14 2/14 2/14 2/14 KPG 753 90) Avenue N Seattle, WA 98109 (208) 286-1640 vortkp0.com 2502 Jefferson Avenue Tacoma, WA 98402 (253) 627-0720 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S RIGHT OF WAY PLANS STA 19+00 TO STA 24+00 no date revisions 101 107 file no 0436ROWPLN01.dw9 scale N/A date 02/2014 GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - ENGLISH DATED 2012, AND AMENDMENTS. 2. THE RETAINING WALL, BARRIER AND PEDESTRIAN RAILING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 4TH EDITION DATED 2007 AND INTERIMS THROUGH 2008. ALL STRUCTURAL ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF LOAD AND RESISTANCE FACTOR DESIGN. SEISMIC DESIGN OF THOSE STRUCTURES HAS BEEN DONE USING A PEAK GROUND ACCELERATION OF 0.445g. 3. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS 4000, EXCEPT BACKFILL FOR SOLDIER PILE SHAFT SHALL BE CDF IN DRY CONDITION AND LEAN CONCRETE IN WET CONDITION. 4. REINFORCING STEEL BARS PER ASTM A615, GRADE 60. 5. STRUCTURAL WEATHERING STEEL SHALL CONFORM TO AASHTO M270, GRADE 50W. 6. HEADED SHEAR STUDS SHALL BE NELSON OR APPROVED EOUIVALENT AND SHALL BE AUTOMATICALLY END WELDED. 7. UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 2" AGAINST EARTH AND 1-1/2 INCHES AT ALL OTHER LOCATIONS. 8. LAGGING: LAGGING SHALL BE PRECAST CONCRETE WITH f'c = 5000 PSI SOLDIER PILE WALL NOTES WALL WALL TYPE APPROXIMATE LENGTH (FT) CONTROL ALIGNMENT BEGINNING STA ENDING STA SOLDIER PILE 478 13+45.85 18+38.00 39.09 38.09 20 P2 W18055 3 39.31 38.31 29 P3 W18155 3 39.57 38.57 29 P4 DRILLED SHAFT: DRILLED SHAFT EXCAVATIONS (36" DIAMETER) SHALL BE DRILLED WITHOUT LOSS OF GROUND AND WITHOUT ENDANGERING PREVIOUSLY INSTALLED PILES. SOLDIER PILE STEEL SOLDIER PILES SHALL BE PLACED IN DRILLED SHAFTS EXCAVATIONS. THE SHAFT EXCAVATION SHALL BE FILLED USING METHODS TO INSURE A HOMOGENEOUS POUR WITHOUT VOIDS. DRILLED SHAFT EXCAVATIONS SHALL NOT REMAIN OPEN OVERNIGHT. ALTERNATE PILES SHALL BE PLACED AND COMPLETED SO THAT AT LEAST 24 HOURS IS ALLOWED FOR THE CONCRETE TO SET PRIOR TO DRILLING ADJACENT PILES. LAGGING: LAGGING SHALL BE INSTALLED AS SHOWN ON PLANS. VOIDS BETWEEN LAGGING AND SOIL SHALL BE BACKFILLED WITH GRAVEL BACKFILL FOR WALLS IN ACCORDANCE WITH SECTION 9-03.12(2) OF WSDOT STANDARD SPECIFICATIONS. DRAINAGE BEHIND THE WALL MUST BE MAINTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT LAGGING TO AVOID LOSS OF SOIL. SLOPES: ALL SLOPES SHALL BE PROTECTED PER THE RECOMMENDATIONS OF THE CITY ENGINEER. SOLDIER PILE SCHEDULE PILL NUMBER PILE SIZE SHAFT DIAMETER (FTI TOP OF WALL ELEV. (FT) PILE TOP ELEV.(FT) LENGTH(FT) P1 W14X26 3 39.09 38.09 20 P2 W18055 3 39.31 38.31 29 P3 W18155 3 39.57 38.57 29 P4 W18X55 3 39.58 38.58 29 P5 W24X76 3 39.6 38.6 35 P6 W24X76 3 39.61 38.61 35 P7 W24376 3 39.61 38.61 35 P8 W24X76 3 39.64 38.64 35 P9 W24X76 3 39.6 38.6 35 P10 W24X76 3 39.54 38.54 35 P11 W24X76 3 39.48 38.48 35 P12 W24X76 3 39.43 38.43 35 P13 W24076 3 39.34 38.34 _ 35 P14 W24X76 3 39.25 38.25 35 P15 W18055 3 39.17 38.17 29 P16 W18055 3 39.08 38.08 29 P17 W18X55 3 38.99 37.99 29 P18 W18X55 3 38.9 37.9 29 P19 W18X55 3 38.81 37.81 29 P20 W18X55 3 38.72 37.72 29 P21 W18X55 3 38.63 37.63 29 P22 W18X55 3 38.51 37.51 29 P23 W18055 3 38.39 37.39 29 P24 W18X55 3 38.27 37.27 29 P25 W18X55 3 38.21 37.21 29 P26 W18X55 3 38.16 37.16 29 P27 W18X55 3 38.11 37.11 29 P28 W18X55 3 38.05 37.05 29 P29 W18X55 3 38 _ 37 _ 29 P30 W18X55 3 37.95 36.95 29 P31 W18X55 3 37.89 36.89 29 P32 W24X76 3 37.84 36.84 35 P33 W24X76 3 37.79 36.79 35 P34 W24X131 3 37.73 36.73 44 P35 W24X131 3 37.68 36.68 44 P36 W24X131 3 37.63 36.63 44 P37 W243131 3 37.53 36.53 44 P38 W243131 3 37.43 36.43 44 P39 W243131 3 37.34 36.34 44 P40 W243131 3 37.24 36.24 44 P41 W24X131 3 37.14 36.14 44 P42 W240131 3 37.04 36.04 44 P43 W24X76 3 36.94 35.94 35 P44 W24176 3 36.84 35.84 35 P45 W24X76 3 36.74 35.74 35 P46 W24X76 3 36.64 35.64 35 P47 W24X76 3 36.54 35.54 35 P48 W24X131 3 36.44 35.44 44 P49 W24X76 3 36.34 35.34 35 P50 W24X76 3 36.24 35.24 35 P51 W18X55 3 36.14 35.14 29 P52 W14X26 3 36.04 35.04 20 P53 W14X26 3 35.94 34.94 20 P54 W14126 3 35.85 34.85 20 P55 W14X26 3 35.73 34.73 20 P56 W14X26 3 35.61 34.61 20 P57 W14126 3 35.49 34.49 20 P58 W14X26 3 35.37 34.37 20 P59 W14326 3 35.25 34.25 20 P60 W14326 3 35.13 34.13 20 P61 W14X26 3 35.01 34.01 20 P62 W14026 3 34.94 33.94 20 NOTE 1. SUBSTITUTIONS OF PILES SHALL BE APPROVED BY THE ENGINEER. 2. PAINT STEEL SOLDIER PILES FROM TOP TO A MINIMUM 12" BELOW FINISHED GRADE. PAINT PER WSDOT STD SPEC OR WEATHERING STEEL AS ALTERNATE. Lie/I-0022_ PUBLIC WORKS DEPT_ ■ ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked proj eng proj dir field bk no by YZL JR DCO date 2/14 2/14 2/14 2/14 CIVILTECH 400 I'201 Ave N. 580e 120 Belle.,.e, WA 990504 Ph4nr 425.453.6488 Fox • 424 453.5848 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S GENERAL NOTES AND SCHEDULES no date revisions ri! 3 F u o- F v S1 107 file 110 26035-50 .dwg scale N/A date 02/2014 BEGIN WALL WALL STA. 10+00 = STA: 13+45.85 (39.75' RT) 14 INTERURBAN AVE S W '15 NOTE: WALL ALIGNMENT IS AT WALL W=au WORKLINE AS SHOWN ON DETAIL EXIST GUARDRAIL TO BE REMOVED. SEE SITE PREPARATION TESC PLAN LUMINAIRE WALL STA. 11+27.0 = STA: 14+73..2 _ .(_38_0'__RT)_._ EXIST GABION WALL TO BE REMOVED. SEE -SITE. PREPARATION TESL PLAN 07 H w x w 60- 50- 40— AP WALL STA: 10+75:22 = STA: 14+21.06 (39.75' RT).. AP _ -.. ..... FRONT FACE OF RETAINING WALL WALL STA. 11+16.19 = STA: 14+61.95 (38.75' RT) WALL STA 10+81.32 = STA: 14+27.09 (38.75' RT) PLAN 10 5 0 10 20 1 SCALE IN FEET SOLDIER PILE RETAINING WALL = 477.81' Lm -mom SOLDIER -PILES @ 8' SPACING = 72' 6:1' SOLDIER PILES ®8' SPACING = 392' 30— .SOLDIER PILE TYP O O 0 Wel u7 FINISH GROUND AT FRONT FACE OF WALL Cit w TOP OF WALL O 0 N m w 03.1 CO 0 1.33 O BOT OF WALL .6 3' MIN BELOW + 03. -1- FINISH GROUND • AT FRONT FACE 75 • OF WALL 00 w LUMINAIRE ,� ON WALL N STA. 11+27.0 + SEE DTL / 01¢ S 4 "' 20— P1 10- 10+00 2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P15 P14 110 P16 P17 P18 ELEVATION 10 5 0 10 SCALE IN FEET 20 P19 P20 P21 00 + EX GROUND AT FRONT FACE OF WALL P22 P23 P24 P25 P26 L 1) P27 P28 P29 P30 P31 121-00 O 00 t d 1 P32 P33 L14 - 002,2- S4 PUBLIC WORKS 1:J:011:17 -- . PT* ENGINEERING *STREETS *WATER* SEWER *BUILDING * by date designed YZL 2/14 drawn JR 2/14 checked DCO 214 prof eng 2/14 prof dir field bk no LTE CH 400 - 112th Ave NE. State 120 Bellevue. WA 96504 Phone. 425 453 6488 Fav 425 4515846 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SOLDIER PILE WALL PLAN AND ELEVATION no date revisions S2 107 file no 2s035•S02.dwg scale AS SHOWN date 02/2014 LUMINAIRE WALL -STA. 12+59.1 = STA: 16+10.6 (38.0' RT) n., .s......_.., - n 17 INTERURBAN AVE S 18 EXIST GABION WALL TO BE REMOVED. SEE SITE PREPARATION TESC PLAN EXIST GUARDRAIL TO BE REMOVED. SEE SITE PREPARATION TESC PLAN 14 00 RIPE PENETRATION WALL STA 13+18.35 = STA 16+72.18, -- (38.75' RT) FRONT- FACE OF. RETAINING -WALL, 10 —" .........."!. ,... PLAN 5 0 10 20 SCALE IN FEET SOLDIER PILE RETAINING WALL = 477.81' PC WALL STA 14+75.81 = .STA -18+35t92, (38.75' RT) CN SOLDIER-PILES-@-8'-SPACtNG = 392'1 - MATCH LINE SEE SHEET 52 TOP OF WALL .45 LUMINAIRE ON WALL STA. 12+59.1 SEE DTy 8 SIM j S4 } 0 • O PIPE PENETRATION 0 0 P34 1I L O FINISH GROUND AT FRONT FACE OF WALL EX GROUND AT E FRONT FACE OF WALL BOT OF WALL 3' MIN BELOW a, FINISH GROUND n AT FRONT FACE OF WALL N END WALL WALL STA 14+77.81 = STA 18+38.00, (38.75' RT) 1 4.49' —60 3 0 +o, I— _I N P35P36 P37 P38 I I I P39 S (%%(‘ 13+00 P40 1 P41 P42 P43 SOLDIER PILE TYP P44 P45 P46 P47.._ P48 I I I ELEVATION 10 5 0 10 • 949 20 SCALE IN FEET -P50 P51 P52 14100 L P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 —50 —40 —30 —20 —10 /6'..O�Zt NOTE: WALL ALIGNMENT IS AT WALL WORKLINE AS SHOWN ON DETAIL S4 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * by date deSlgned YZL 2/14 drawn JR 2/14 checked DCA 2/14 proj eng 2/14 proj dir field bk no s'>' CIVILT. ECH 400 - 11216 Ave NE. S,,i 120 6,144=, WA 90004 Ph,,ne 425.653.6458 Far 425 453.5648 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S SOLDIER PILE WALL PLAN AND ELEVATION no date revisions S3 107 file no 26035-S03.dwg scale AS SHOWN date 02/2014 CD J WORKLINE TOP OF WALL• - CONC. CAP BEAM FRONT FACE OF WALL DRAINAGE SPACER SEE DETAIL I 1 FINISH GROUND AT FRONT FACE OF WALL PEDESTRIAN RAIL BENCH 8/ 0,5 008 - WALKWAY OR SIDEWALK FINISH GRADE 0,,N1,10 INN GRAVEL BORROW PILE TOP ELEV. GRAVEL / BACKFILL FOR WALLS STEEL SOLDIER PILE LAGGING PRECAST) SEE / I n I BOT. OF WALL #4818"0.C. FRONT FACE OF WALL - DRILLED SHAFT FILLED W/ CDF OR LEAN CONC. DETAIL N.T.S. N 36 o - 2-#5 0 1 1/2" CLR 4 1/2' LAGGING DETAIL SCALE 1 1/2" = 1'-O" I I z LUMINAIRE POLE LAGGING DETAIL SCALE 3/4" = 1'-0" WALKEAY OR SIDEWALK 18" SOLDIER PILE I I S2 FINISH GROUND AT FRONT FACE OF WALL CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, LOW SURVIVABILITY. CLASS B -UNDERDRAIN PIPE 6 IN. DIA. GRAVEL BACKFILL FOR DRAIN PILE -"/ DRAINAGE DETAIL N.T.S. SOLDER PILE CE 6" DRAIN PIPE I - I FACE OF WALL LAGGING (PRECAST) DETAIL FILL WITH CDF PILE LOCATION N.T.S. 3" MIN I VW 1111 a° a F • 1/4"x4"x4" PLASTIC DRAINAGE SPACER 3" MIN LAGGING (PRECAST) LAGGING DETAIL PILE 6 N.T.S. LUMINAIRE BY OTHERS 1" It CONC CAP BEAM SEE FOR REINF. INFO \2://;. 0._1„ (4) - 1 3T8" THRU-BOLTS IN 11 1/2" BOLT CIRCLE \;),____c(1\() �5/16V 1"R DETAIL SCALE 3/4" = 1'-0" #4 TIE 9" 0.C. CONC CAP BEAM --\\ 2'-3 1/2" N 1x 80 a (4) 5/8"x6" HEADED STUD - NOTES: 1. PAYMENT FOR "GRAVEL BACKFILL FOR DRAIN" AND "CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE" ARE INCIDENTAL TO "UNDERDRAIN PIPE 6 IN DIA." 2. CONNECT 6"0 UNDERDRAIN PIPE TO THE 18" 0 STORM DRAIN PIPE WALL STATION 13+18.35 4 1/2" 2• N DETAIL U I Al 6 ,---PEDESTRIAN RAIL 1 1/2" CLR, TYP WALKWAY OR SLOPE SIDEWALK #4x5' -D" 12" 0.C. U (10) #4 n 5/16 1/ \- 24" SOLDIER PILE LAGGING W/ 1" END E 2" SOLDIER PILE BELOW 3 SCALE 3/4" = 1'-0" #5 CONC CAP BEAM SEE -PEDESTRIAN RAIL FOR REINF INFO (4) 5/8"x6" HEADED STUD— NOTE: TUD— NOTE: PAYMENT FOR SOLDIER PILE END IC AND HEADED STUD ARE INCIDENTAL TO "FURNISHING SOLDIER PILE - _" #4 © 18" 0.C. 6 4 4 \�a 4 a 4 HOLE TO FIT 18"0 STORM DRAIN PIPE W/ INV ELEV 27.34' WALL STATION 13+18 PRECAST WALL AT STORM PIPE LOCATION 10 SCALE 1" = 1'-0" UPPER PANEL SHOWN, LOWER PANEL SIMILAR. DETAIL 2 5/16 )/ 14" & 18" SOLDIER PILE W/ 1" END E LAGGING SOLDIER PILE BELOW WALKWAY OR SIDEWALK #4x5'-0" 12" 0.C. NOTE: PAYMENT FOR SOLDIER PILE END IE AND HEADED STUD ARE INCIDENTAL TO "FURNISHING SOLDIER PILE - 4 SCALE 3/4" = 1'-0" L/4'oaza. PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked proj eng proj dir field bk no by YZL JR DCO date 2/14 2/14 2/14 2/14 CIVILTECH 400 — 112th Ave NE, S,Re 120 6ellevue, WA 98004 Phone 425 453.5488 Fox. 425 453 5845 BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(0101-1 INTERURBAN AVENUE S SOLDIER PILE WALL DETAILS S4 107 file no 26035-SO4.dwg no date revisions scale N/A date 02/2014 Washington State Department of Transportation Highways and Local Programs Attn: Trevin Taylor P.O. Box 47390 310 Maple Park Avenue Olympia, WA 98504-7390 Biological Assessment — No Effect Determination Interurban Avenue South -Fort Dent Way to South 143" Street City of Tukwila, King County Introduction March 26, 2013 The City of Tukwila is proposing to make improvements to Interurban Avenue including a new soldier pile wall. As this project would receive funding from the Federal Highway Administration (FHWA), it has a federal nexus to the Endangered Species Act. Therefore, we have prepared this assessment to address federally listed species under the jurisdiction of the U.S. Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS). Project Setting and Existing Conditions The portion of Interurban Avenue to be improved will include approximately 0.9 miles between Fort Dent Way and South 143rd Street. The legal geographic area is Township 23 North, Range 4 East, Sections 14 & 23, with an approximate central latitude of 47.470267 N and longitude of 122.253828 W, Water Resource Inventory (WRIA) 9: Duwamish-Green. Refer to Figure 1. This area is within the City of Tukwila and is approximately 0.5 miles east of the I-5 /1-405 interchange. It is zoned as being regional commercial mixed use (RCM) and medium density residential (MDR) (City of Tukwila 2012). The project area is located within the western hemlock (Tsuga heterophylla) major vegetation area (Franklin and Dyrness 1973) but has been highly disturbed by urban development. Vegetation in the project area consists of deciduous trees (alders and maples) and shrubs such as sword fern, Himalayan blackberry, and roadside grasses. See attached photos. Project Description Improvements to Interurban Avenue will involve road reconstruction and channelization as well as the construction of a new soldier pile retaining wall where Interurban Avenue runs adjacent to the Green River, pedestrian facilities, stormwater facilities, and relocation of utilities. The road will be rechannelized to include a landscaped median but will continue to have two 11 -foot travel lanes in each direction. The existing gabion wall will be removed prior to construction of the soldier pile wall. The proposed 480 -foot long wall will be constructed mostly within the footprint of the existing wall, and will extend further northward. Piles will be approximately 20 — 44 feet long, set in pre -bored holes. Unburied portions of the wall will be filled towards the road to match the road and proposed sidewalk grades. The existing gabion wall will be excavated and removed in segments from the existing roadway. All debris from this process will be contained and disposed of offsite in an approved facility. In order to prevent sediment and debris from entering the Green River, silt fencing will be installed between the river and the construction limits Interurban Avenue South- Fort Dent Way to South 143rd Street City of Tukwila Page 1 March 2013 1 and maintained through construction. Six-foot wide flat work platforms will be excavated on the hillside, behind the silt fence. The new soldier pile wall will be constructed within the footprint of the removed gabion wall or adjacent to it, as slope contours allow. It will consist of 62 steel soldier piles ranging in size from 14 -inches to 24 -inches in diameter. Piles will be placed within pre -bored holes 5 — 8 feet from the edge of existing pavement. The holes will be drilled to a depth of less than 44 feet to accommodate varying pile lengths of 20 — 44 feet. Once piles are placed, they will be sealed in place with concrete. The wall will be completed with timber lagging and fascia. Fill will be placed to match any exposed wall with the road grade. Sidewalks 5 to 10 feet wide with curb and barriers will then be constructed along the new wall. One drainage outfall exists within the proposed wall area and will be reinstalled in the same location. The outfall pipe will extend one foot outside of the wall. A gabion basket will be buried within the slope at the discharge location to protect the slope from scour. Overhead utilities will be relocated either underground or to other areas that do not impact vehicle or pedestrian traffic. All work will occur at least 12 feet landward of the OHWM. Work along the riparian buffer will occur within the recommended summer work window (June — mid-October) to avoid/minimize rain and erosion/sedimentation impacts to the river below. The proposed project will require the clearing of approximately 0.126 acres of riparian vegetation adjacent to the proposed wall. The majority of vegetation to be permanently removed consists of Himalayan blackberries, ferns, and roadside grasses which do not provide suitable habitat. Five 8 — 14 -inch deciduous trees (maple and alder) will be removed to the southeast of the wall for driveway reconstruction, all at least 80 landward of the OHWM. All existing trees will remain between the driveway and the river, shading of the river and LWD recruitment will not be affected. No trees will be removed for wall installation though canopies will be trimmed back. Once construction is complete, all unimproved disturbed areas in the vicinity of the new wall will be seeded and planted with native vegetation. Plantings will consist of woody species such as cascara, beaked hazelnut, red -osier dogwood, salmonberry, snowberry, and tall Oregon grape which will be planted behind new wall on 3 -foot centers. Conifers such as western red cedar and western hemlock will be planted further down on the slope, approximately 10 feet from the wall at a 4:1 replacement ratio for the removed trees. New plantings will be monitored for an 80% survival rate for 3 years. Other disturbed areas throughout the rest of the project area will be seeded and mulched. The entire project area consists of 6.56 acres of existing impervious surfaces. The project will generate approximately 0.58 acres of net new impervious surfaces, 0.49 of which will be pollutant generating. Six Filterra stormwater treatment facilities will be installed between the northern end of the new soldier pile wall and 149th Street. These facilities will treat the new pollutant generating impervious surfaces in accordance with the 2009 King County Surface Water Design Manual. Construction for the project is anticipated to start in June 2013, is expected to take between 220 and 250 days, and be completed by June 2014. Equipment required for construction include: a crane, excavator, asphalt pavers and rollers, auger drill, dump trucks, concrete pumps, concrete trucks, power tools, and hand tools. Interurban Avenue South- Fort Dent Way to South 143`d Street City of Tukwila Page 2 March 2013 Federally Listed Species and Designated Critical Habitat Both the USFWS and NOAA Fisheries have listed species that are potentially present within King County and/or in the Green River (Table 1). The most current version of the USFWS list, revised on March 15, 2012, is referenced for this assessment (USFWS 2012). The NOAA Fisheries list was last updated October 31, 2012 (NOAA Fisheries 2012a). Table 1: Listed species and designated critical habitat potentially present in King County Common Name Scientific Name Federal Status Designated Critical Habitat Bull Trout (Coastal / Puget Sound DPS) Salvelinus confluentus Threatened Yes Canada lynx Lynx canadensis Threatened Gray wolf Canis lupus Endangered Grizzly bear Ursus arctos horribilis Threatened Marbled murrelet Brachyramphus marmoratus Threatened Yes Northern spotted owl Strix occidentalis caurina Threatened Yes Steelhead Trout (Puget Sound DPS) Oncorhynchus mykiss Threatened Chinook salmon (Puget Sound ESU) Oncorhynchus tshawytscha Threatened Yes The possible presence of listed species in the project area was further evaluated by reviewing Washington Department of Fish and Wildlife (WDFW) Priority Habitats and Species (PHS) data (WDFW 2012). There is no suitable habitat nor have there been documented occurrences of the distinct population segment (DPS) of Canada lynx, gray wolf, grizzly bear, marbled murrelet, or northern spotted owl within the project action area nor is designated critical habitat for bull trout, marbled murrelet, or northern spotted owl present within the project action area. As the project will not affect these species and/or their designated critical habitats, they will not be discussed further in this letter. Project Action Area The action area includes all areas that could potentially be affected by the proposed project and is not limited to the actual construction area. Construction noise will create the farthest reaching effect and therefore, the action area was determined to encompass the area within a 0.10 mile from the project area. This is the distance at which the sound pressure level created from construction activities would attenuate to ambient noise levels of 65 dBa1. This area was calculated in accordance with WSDOT's Biological Assessment Training Manual for Transportation Projects (WSDOT 2013). The project action area does not include an area of aquatic impacts. All work will occur at least 12 feet above the OHWM and outside the 100 -year floodplain. Erosion and sediment controls such as silt fencing and creating flat work platforms behind the silt fence will prevent sediments and debris from falling into the river. 1 An ambient noise level of 65 dB(A) is used as the City of Tukwila has a population density of 2,083 people per square mile (US Census Bureau 2010). The project is along Interurban Road (ADT 22,000, speed limit 35 MPH) which is classified as a principal arterial. Interurban Avenue South- Fort Dent Way to South 143rd Street City of Tukwila Page 3 March 2013 4 C� Effects Analysis The Washington Department of Fish and Wildlife (WDFW) Priority Habitat and Species (PHS) and SalmonScape data have indicated that bull trout are documented to migrate within this reach of the Green River; it is not documented as spawning or rearing habitat (WDFW 2012a, b). The proposed project will have "no effect" on bull trout for the following reasons: • Bull trout are not expected within the project vicinity during the construction period, due to water temperatures regularly exceeding 59°F in the summer. Summer water temperatures have been reported to reach 66.4°F in recent years and had a maximum of 70.5°F in August 2002 (DOE 2002). • Bull trout are rarely observed in the Green/Duwamish River; only occasional isolated fish sightings have been reported (Kerwin & Nelson 2000). The WDFW PHS and Salmon Scape databases have also documented that Chinook salmon are present and may rear within the reach of the Green River adjacent to the project location. Steelhead trout are documented as migrating, though this reach is not documented as rearing habitat. The reach is not documented spawning habitat for either Chinook or Steelhead (WDFW 2012a, b). The reach is designated as critical habitat for the Puget Sound ESU of Chinook salmon as well as the Puget Sound DPS of Bull Trout (NOAA Fisheries 2012b). The proposed project will have no effect on the ESA listed fish species or designated critical habitat for the following reasons: • No in -water work will occur as part of this project. Work will occur at least twelve feet from the OWHM at all times and outside the 100 -year floodplain. • Work adjacent to and within the riparian buffer is proposed to occur from June through mid-October to avoid/minimize erosion due to rainfall. This timeframe also avoids the peak outmigration period of listed juvenile salmonids through the Green River adjacent to the project area. • Erosion control BMPs, such as silt fences and straw bales (certified weed free), will be installed before any earthmoving activities take place and will be maintained throughout construction in order to prevent sedimentation from entering the Green River. • Refueling operations would be conducted at least 50 feet from any open water body in accordance with the DOE 401 water quality certification. • All equipment shall be checked daily for leaks and any repairs made prior to commencement of work. • A Spill Prevention Control and Countermeasures Plan would be prepared by the contractor and approved by the City prior to the initiation of construction. • All washout water and waste materials will be fully contained, and disposed of offsite in accordance with federal, state, and local laws. • The majority of removed vegetation is not tall enough to provide substantial shade to the river and all temporarily disturbed areas near the wall will be replanted with native vegetation, upon project completion. Shrubs will be planted behind the new wall while conifers will be planted 10 feet from the wall at a 4:1 tree replacement ratio. The Magnuson -Stevens Fishery Conservation and Management Act (Magnuson -Stevens Act) includes a mandate that NMFS must identify Essential Fish Habitat (EFH) for federally managed marine fish, and federal agencies must consult on all activities, or proposed activities, authorized, funded, or undertaken by the agency that may adversely affect EFH (NOAA Fisheries 1996; PFMC 1999). Interurban Avenue South- Fort Dent Way to South 143`d Street City of Tukwila Page 4 March 2013 The Pacific salmon management unit which includes Puget Sound Chinook, Coho (Oncorhynchus kisutch), and pink salmon (0. gorbuscha) is present. The proposed project will not adversely affect EFH of the Pacific Coast Salmon Fishery for the following reasons: • No in -water work will occur as part of this project. Work will occur at least twelve feet from the OWHM at all times and outside the 100 -year floodplain. • All temporarily disturbed areas near the wall will be replanted with native vegetation, as appropriate, upon project completion. Shrubs will be planted behind the new wall while conifers will be planted 10 feet from the wall at a 4:1 tree replacement ratio. It is our understanding that this satisfies our responsibilities under Section 7 (c) of the Endangered Species Act at this time. We will continue to remain aware of any change in status of these species and will be prepared to re- evaluate potential project impacts if necessary. Should you have any questions about this assessment or require additional information, please contact me at (425) 503-3629 or rwidener(a,prodigy.net. Sincerely, Ross Widener Enclosures: Vicinity Map Project Area Map Plan Sheet Photographs Interurban Avenue South- Fort Dent Way to South 143rd Street City of Tukwila Page 5 March 2013 References Literature Cited City of Tukwila. 2012. Comprehensive Planning and Zoning Map. October. DOE (Department of Ecology). 2002. River & Stream Water Quality Monitoring at station Green River @ Tukwila. Accessed December 2012. http://www.ecy.wa.gov/apps/watersheds/riv/station.asp?theyear=2010&tab=final data&scrolly=654&wr ia=09&sta=09A080&docextension=.xls&docextension=.x1 s Franklin, J.F., Dyrness, C.T. (1973) Natural Vegetation of Oregon and Washington. Oregon State University Press, Corvallis, OR. Kerwin, John and Nelson, Tom S. (Eds.). December 2000. "Habitat Limiting Factors and Reconnaissance Assessment Report, Green/Duwamish and Central Puget Sound Watersheds (WRIA 9 and Vashon Island)." Washington Conservation Commission and the King County Department of Natural Resources. NOAA Fisheries. 2012a. Endangered Species Act Status of West Coast Salmon and Steelhead. National Marine Fisheries Service, Northwest Regional Office. Last revised October 31. Accessed March 2013. http://www.nwr.noaa.gov/protected species/salmon steelhead/salmon and steelhead listings/salmon and st eelhead listings. htm1 . 2012b. Northwest Region Critical Habitat Mapper. Accessed December 18, 2012. http://map.streamnet.org/website/CriticalHabitat/viewer.htm PFMC (Pacific Fishery Management Council). 1999. Amendment 14 to the Pacific Coast Salmon Plan. Appendix A: Description and Identification of Essential Fish Habitat, Adverse Impacts and Recommended Conservation Measures for Salmon. August. Accessed August 17, 2012. http://www.pcouncil.org/wp-content/uploads/AppendixA Salrnon.FMP EFH.pdf USFWS (United States Fish and Wildlife Service). 2012. Listed and Proposed Endangered and Threatened Species and Critical Habitat; Candidate Species; and Species of Concern in King County as prepared by the US Fish and Wildlife Service Central Washington Field Office. March 15. Accessed December 18, 2012. http://www.fws.gov/wafwo/speciesmap/KingCounty0312.pdf WDFW (Washington State Department of Fish and Wildlife). 2012a. Washington Department of Fish and Wildlife's SalmonScape Web Application. Accessed December 18, 2012. hftp://wdfw.wa.gov/mapping/salmonscape/ . 2012b. Priority Habitats and Species on the Web. Accessed August 6, 2012. http://wdfw.wa.gov/snapping/phs/ WSDOT (Washington State Department of Transportation). 2013. Chapter 7: Noise Impact Assessment. Biological Assessment Preparation for Transportation Projects Advanced Training Manual. Version 02-2013. February. Environmental Services, Olympia WA. Interurban Avenue South- Fort Dent Way to South 143`d Street City of Tukwila Page 6 March 2013 Vicinity Map Interurban Avenue South Improvements City of Tukwila October 19, 2012 Endangered Species Act Status of West Coast Salmon & Steelhead (Updated Aug. 11, 2011) S lit Current Endangered - ESA ListingAdions' . Species Act Under Review Listing Statust Sockeye Salmon (nncorhynchns nerka) 2 Snake River - Endangered___ - Ozette Lake Threatened 3 Baker River --------�--_ Not Warranted 4 Okanogan River Not Warranted 5 Lake Wenatchee . . . . . Not Warranted 6 Quinalt Lake - ' . Not Warranted 7 Lake Pleasant Not Warranted Chinook Salmon - (0.tshauyrscha) 8 9 10 11 12 13 14 15 : 16 17 18 19 20 21 22 23 24 Sacramento River Winter -run Endangered _ Endangered Threatened . . Upper Columbia River Spring -run Snake RiverSpring/Suinmer-run .Snake River Fall -run Threatened :Puget Sound : - - _ Threatened Threatened Lower Columbia River Upper Willamette River - Threatened Central Valley Pring -run Threatened :CaliforniaCoastalThreatened .Central Valley Fall and Late Fall -run • _jrecies ofC'oneern Not Warranted Upper Klamath -Trinity Rivers Oregon Coast Not Warranted Washington Coast Not Warranted :Middle Columbia River Pring -run _ : . ____.__ _Upper Columbia River summer/fall-run : Nor Warranted Nol Warranted Southern Oregon. and Northern Califomia Coast : Nol Warranted Deschutes River summer/fall-run Not Warranted Coho Salmon (0. kisiitch) 25 26 27 28 29 30 31 Central California Coast Endangered .Southern Oregon/Northem California Threatened Lower Columbia River Threatened • Critical habitat • Oregon Coast .. .. Threatened Southwest Washington - Undetermined -Puget Sound/Strait of Georgiaespies. ftfConcern Olympic.Peninsula .. .... Not Warranted Chum Salmon . (0. keta) 32 33 34 35 Hood Canal Summer -run. .. Threatened Columbia River Threatened Puget Sound/Strait of Georgia Not Warranted Pacific Coast Nol Warranted Steelhead (O. mykiss) 36' 37 38 39 40 41 42 : 43 44 45 46 . 47 48 49 50 Southern California - - - - .. . Upper Columbia River: .. Threatened Central Califomia Coast Thre tend :South Central California Coast Tkreatened Snake River Basin _ _Threateners - Lower Columbia:River Threatened California Central Valley Threatened :Upper Willamette River Threatened Middle Columbia River - Threatened Northern California Tkreatened Oregon Coast : afCnr�cern Not Warranted -Southwest Washington :Olympic Peninsula .. .. Not Warranted Puget Sound Threatened • Critical habitat : Klamath Mountains Province - . - : Not Warranted Pink Salmon (O:gorbascha) 51 52 Even -year - - - Not Wdrranted .. .. :Odd -year .. Not Warranted..: 1 The ESA defines a "species" to include any distinct population segment of any species of vertebrate fish or wildlife. For Pacific salmon, NOAA Fisheries Service considers an evolutionarily:significant unit, or "ESU," a "species" under the ESA. For Pacific steelhead, NOAA Fisheries Service has delineated distinct population segments (DPSs) for consideration as "species" under the ESA, Photo 1: Northeast facing view of existing driveway Interurban Avenue South- Fort Dent Way to South 143`( Street City of Tukwila Page 10 March 2013 Photo 2: Vegetation conditions within wall construction area, view south Photo 3: Vegetation conditions within wall construction area, view north Interurban Avenue South- Fort Dent Way to South 143'd Street City of Tukwila Page 11 March 2013 !sure 2: Project A re- Shoreline Substantial Application Attachments Index Interurban Ave S Improvements Name PDF page(s) Application checklist 1— 5 Application form 6 Checklist Part B. 1: Vicinity map 7 — 8 Checklist Part B: Project description 9 Checklist Part B a & b: Project analysis (consistency with review guidelines, no net loss checklist) 9 —12 Checklist Parts C & D: Shoreline site plan and cross sections (also see typical sections in civil plans pdf pages 3-4) 13 Checklist Part B.5: Approved ECS 14 — 47 Checklist Part B.5: No effect letter 48 — 58 Checklist Part E: Landscape plans See below Checklist Part F: Civil plans (see below for breakdown) See below Separate Attachment: Civil Plan Set (shows only areas in shoreline jurisdiction) Plan set pages PDF pages Typical sections and details 3 — 9 3 — 9 Site preparation (clearing limits, TESC plans) 11-14 10 —13 Roadway plan and profiles 20 — 27 14 — 21 Driveway profiles 50 22 Illumination plans 65 — 68 23 — 26 Channelization and signing plans 76 — 78 27 — 29 Landscape plans 85 — 86; 91 30 — 32 Irrigation plans 92 — 93 33 — 34 Right-of-way plans 99 - 101 35 — 37 Soldier pile wall plans S1 — S4 38 — 41 Project Narrative for item B (2)(a)&(b) This narrative is provided in support of item B.2 (a) and (b) of the Shoreline Substantial Development Permit application that requires: a) A written discussion of project consistency with the Review Guidelines; and b) A response to the No Net Loss Checklist Project Description: The proposed project involves the repair and improvements to approximately 4,100 linear feet (0.78 mile) of Interurban Avenue from Fort Dent Way to 5143rd Street. Approximately 1,200 feet (0.23 mile) of the project is within the 200 -foot designated shoreline jurisdiction of the Green River. Within this reach, the shoreline is designated as Urban Conservancy. The project involves installation of sidewalks, curb, gutter, a new water main, storm drain, stormwater facilities, removal of an existing gabion wall, and construction of a new soldier pile wall in the same location; resurfacing; channelization; illumination; and landscaping. (a) Consistency with Review Guidelines: Permitted Uses: As the project is within the Urban Conservancy shoreline environment, it will meet the permitted uses outlined in TMC 18.44.050 (n) and (p) TMC 18.44.050 (n) Existing essential streets, roads and right-of-way may be maintained or improved. TMC 18.44.050 (p) Support facilities for above or below ground utilities or pollution control, such as outfall facilities or other facilities that must have a physical connection to the shoreline to provide their support function, provided they are located at or below grade and as far from the OHWM as technically feasible. The project meets permitted use (n) in that it is a normal maintenance and improvement for a principal arterial. Improvements will be majorly within existing right-of-way; minor strips of right-of-way takes are required for certain locations of road widening and sidewalk construction. For condition (p), one existing outfall within shoreline jurisdiction will be removed and replaced in the same location. It will be the same size as existing. It will extend past the new soldier pile wall, below grade (see plan sheets 21 and 22). The outfall will be about 12 feet landward of the OHWM and will be protected with a buried gabion basket to prevent scour. Development Standards: General Standards (TMC 18.44.070 C.1) The proposed project will comply with the underlying zoning district as it will not change the land use beyond what is existing. It will simply make improvements to existing facilities. The project will comply with the vegetation protection and landscaping section as it will be preserving as much vegetation as possible within the shoreline. Three conifers (9", 10" and 14" alders/maples) will be removed from the banks of the Green River at the southern end of the project for reconstruction of a driveway. These trees are not immediately adjacent to the river; they are approximately 60 feet upslope. An additional 12 landscaping street trees at least 4 inches in diameter will be removed from shoreline jurisdiction. These trees are on the landward side of an existing paved parking lot. All disturbed areas will be seeded and planted with native woody vegetation. The project does not involve any overwater structures. Setbacks and Site Configuration (TMC 18.44.070 C.2) Yard setbacks and outdoor features are not applicable to the project. Height Restrictions (TMC 18.44.070 C.3) Not applicable. The project doesn't involve buildings. Lighting (TMC 1&44.070 C.4) Proposed street (lighting is designed to prevent light spillover and glare on adjacent properties; they will illuminate downward over the immediate area to avoid glare over the river channel. See illumination plans, sheets 63-66. Vegetation and Landscaping (TMC 18.44.080) Vegetation will be preserved to the maximum extent possible. No trees will be removed adjacent to the new soldier pile wall. They will need to be trimmed for equipment maneuvering and safety. Trees to be preserved will be isolated from construction limits with high visibility fence and/or marked in the field, see plan sheet 6 and site preparation plans, sheets 10-13. A total of 12 landscaping trees and 3 naturally occurring trees (4 inches or greater) will be removed from shoreline jurisdiction. In accordance with TMC 18.44.080 B.4, all trees will be replaced as agreed upon by the planning department. This will involve off-site planting of native species. The landscaping trees will be replaced at a 1:1 ratio while the 3 naturally occurring trees will be replaced at a 6:1 ratio as required by TMC 18.44.080. All disturbed areas will be seeded and mulched and planted per sheets 82-83 and 88. Disturbed areas adjacent to the river will be restored with native woody vegetation. Irrigation plans are also included, sheets 89-90. Public Access (TMC 18.44.100) Not applicable. The project will not change, create, or impact public access to the shoreline. There is currently no access within project limits. (b) No Net Loss Checklist: The following is provided as response to the required questions on page 14 of the permit application: 1.) Describe the existing condition of the shoreline area and riverbank. Approximately 34% of the total project length is within shoreline jurisdiction. Within this area, the actual vegetated riparian buffer is approximately 30 — 35 feet. Bank conditions in the area closest to Interurban Avenue are steep, necessitating the replacement of the existing gabion wall with a soldier pile wall in order to maintain safety of the roadway. The road and top of bank sit approximately 25 above the ordinary high water elevation. Vegetation consists of deciduous trees (alders and maples) and shrubs such as sword fern, Himalayan blackberry, and roadside grasses and weeds. Trees are generally in a single row and the buffer Tacks a variety of species composition and density. According to the Lower Green River Baseline Habitat Survey Report (King County 2004), the reach of shoreline between survey stations 4-21 and 4-22 (300 meters apart), on the project side of the river is 6 — 25% armored. There are no overwater structures within the reach adjacent to project limits. Condition of the shoreline adjacent to the project consists of parking lots, office buildings, and a hotel. There are buried utilities under Interurban Avenue, which is in shoreline jurisdiction. 2.) How will your project change the existing condition of the shoreline described above? The project will not significantly change the existing condition of the shoreline as it has already been heavily developed. The project will remove an existing gabion wall and replace it with a soldier pile wall within the same location. Twelve street trees (greater than 4 inches in diameter) will be removed from within shoreline jurisdiction but these are on the landward side of an existing parking lot and are not immediately adjacent to the river. Three trees will be removed adjacent to the river. All disturbed areas will be seeded and mulched upon completion and the disturbed areas within the riparian zone will be restored with native woody vegetation pdf pages 30-33 (sheets 85, 86 and 91) of the civil plan set. An existing outfall pipe within shoreline jurisdiction will be replaced at the same location. It is shown on the attached plan set on pdf pages 16-17 (sheets 22-23). The bottom invert elevation of the pipe will be 2.8 feet above the 100 -year flood elevation and 12.3 feet above the ordinary high water mark elevation. 3.) Please respond to the questions in the following chart. WILL THE PROJECT: NO YES a. Alter/remove vegetation in the shoreline jurisdiction? X b. Alter the river bank (i.e. re -slope bank, add armoring, etc.)? X c. Add fill in the shoreline jurisdiction? X d. Discharge new stormwater to the river? X e. Store or use hazardous materials in the shoreline jurisdiction? X f. Construct an in- or over -water structure? X g. Increase impervious surface in the shoreline jurisdiction? X 4.) The way to achieve no net loss of ecological function is to mitigate the loss through one or a combination of the mitigation sequencing steps identified. If preparing a No Net Loss analysis, please discuss how your project addresses the following mitigation sequencing steps. The project will not result in a loss of ecological function of the shoreline. Though the project will involve the temporary clearing of approximately 4650 square feet of vegetation within shoreline jurisdiction, all areas will be restored upon completion. 12 street trees from within shoreline jurisdiction will be removed. There are other trees that are closer to the river that will not be impacted. The street trees to be removed are on the landward side of an existing parking lot. They may contribute some leaf litter and organic material to the shoreline. The following is how the project has considered the mitigation sequencing steps per TMC 18.44.070: a. Avoiding the impact altogether by not taking a certain action or parts of an action. The minor impact to the shoreline is necessary in order to install the replacement wall and install sidewalks to complete the pedestrian network. b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts. Impacts have been minimized in terms of the amount of clearing necessary. In previous stages of design, it was originally proposed to remove up to eight deciduous trees within the riparian zone. This was reduced to three trees. In addition, appropriate preservation methods will be utilized to prevent unnecessary impacts to shoreline vegetation. This includes using high visibility fencing to delineate the clearing limits. Trees to be preserved within clearing limits will be marked with high visibility barriers in the field, as identified in the plans. The project will also provide improvements to water quality by introducing new stormwater treatment facilities. Stormwater is currently discharged to the Green River without receiving treatment. Six Filterra units with trees will be installed along a portion of the project corridor north of the soldier pile wall. All stormwater will be directed to existing outfalls after it is treated. c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment. All disturbed areas within the riparian zone will be planted with native woody vegetation such as cascara, beaked hazelnut, red -osier dogwood, snowberry, tall Oregon grape, and salmonberry. The restoration plan is on pdf pages 30-33 or plan sheets 85, 86, and 91 of the attached plan set. The required clearing will also reduce the amount of invasives species within the area. d. Reducing or eliminating the impact over time by preservation and maintenance operations. Not applicable. The project is not anticipated to have on-going impacts to the shoreline. Impacts will be temporary and will be restored upon project completion. e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments. Removed trees will be replaced as agreed upon by the City. Replaced trees will be planted within an approved off-site location, on the opposite side of the river from the project. See attached diagram of planting site. A total of 30 trees are required for the removal of the three riparian trees and twelve street trees. An additional 21 trees will be planted to ensure survival success for a total of 51 trees. Replaced trees will be 1/3 western red cedar, 1/3 Douglas fir, and 1/3 willow stakes. Compensation for temporarily disturbed vegetation will be include restoration of areas adjacent to the wall and reconstructed driveway at the south end of the project. f. Monitoring the impact and the compensation projects and taking appropriate corrective measures. The City will monitor the plantings for the first 5 years. Success standards for the mitigation site will include a 100% survival rate after the first year and an 80% survival rate after 5 years. If monitoring should suggest plantings are not meeting standards, contingency measures will be implemented such as replanting and/or weed control. C 2 C L N a Cr) o L C •— E • C/� .` C a Q C 0- RS cu CD 4E'•• 2 0) 0 - 00 X CU N O O)� C .O Ft N f0 o N n- O EN ac v O O C Q -� 0 L/'1 -002Z4. • , , , •-„, Jr4i. ., .h. ; f '1 • .. • ..,,,•74,s; ... . Cl.. 4 t 6 14,) . A., 4- , „ g ,,) ., s,;;;. ,,, , : 1.4,•1•4• = 44 4 h ; ..:, .• r•4;' • ,F • • i •. • ! fh. 4 $ 4t4 e 44 % •••,,,,, • $ • * • 1 . .,'1• • 11 $.,47)...er'.• A,,.• t t„-- • P 4 , •,I ,. - . .„. h.- 6. k • .,, ' r , , '• -6.••- ••••-• •- • , • • ...is, $4 • 1 In/ r 14. 4 - • Cs • 6 • f;" r' Project Area tit/- 002 IPQ 33 Ohs N 2:432 Ails= /as Salk WA SIP) TICIA1, WA 914 (Z6) (25.1)V-0720 wolpgan October 2012 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 -60 0 '00 "NEMtB �Y ^MAPCtOSIt MAPCLUSTER 5' '451.. 445- -40 --P— JB --`:50 70- ;05 -100- 55 50 45- a0 _urw-_I...I._ TAM__ 45- 85 -7 • 70 • 00- 50 P 13 INTERURBAN AVE S I 5 1 5 111 .. T:_ r'�� 15. -MA542`(3) - irN - "-'FAAP12"12)„-..,�- r _. For outfall pipe cross section, see civil plans pdf pg 17 / sheet 23 _ __,.�-.moi..•- 35 C>� =— ALVB1'7 5 7 A >10-.. — ES OLN F0; s - 55 .S • _ 400 MAPIO" MAP10" AREA TO BE CLEARED WATERWARD OF THE SILT FENCE, TYP_ EXISTING GABION WALL . u — - CLEARING OMIT = EXTENT OF TEMPORARY DISTURBANCE DURING CONSTRUCTION OM-MAP.Y0100 42000 LINE 05 JAN EDGE Of VIA11 R Gv54 JAN. 10, 2005 .. - - -2-M*2812) BACK OF SIDEWALK OVER --- SOLDIER PILE WALL = EXTENT OF PERMANENT IMPACT WATERW OF THE EXISTING GABION WALL 16+50.00 MAP10. MAPIO ALD12 -40 AP12 AP12" MAPI2' A pLDS. /1 Existing gabion wall 14+25.00 -20 STA 14+25 & 16+50 PLAN & PROFILE INTERURBAN AVE, TUKWILA, WA SHEET 1 OF 1 14+25.00 rn of of el el 0 NEAREST TREE EX. GABION WALL TO. BE REMOVED NEW SOLDIER P111 20 40 ORDINARY HIGH CLEARING \ WATER MARK - UMIT \_ 60 0 10 20 40 SCALE IN FEET 80 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 60 -60 0 5 10 20 SCALE IN FEET 30 -40 Site Plan & Section within Shoreline Proposed soldier pile wall 16+50.00 Bottom invert of outfall elv=27.3 *This will be clearing limits NEAREST. TREE 1 1100 yr flood elv=24.5 -20 n • M EX. GABION WALL TO BE REMOVED NEW SOLDIER PILE 20 LIqaaz 2 LEARING LIMIT 40 ORDINARY HIGH WATER MARK NOVEMBER 2013 51..ATT!.r TACOMA 60 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 ICIPOr CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: Planning@tukwilawa.gov 1-1110( 14-1 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SHORE Planner: File Number: L )14 _ 00 Z 2.., Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Interurban Avenue Improvements LOCATION OF PROJECT/DEVELOPMENT: Give street address or; if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. Interurban Ave S from Fort Dent Way to S 143rd St LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement or NWMaps.net). ROW. Includes ROW strip acquisition from 359700-0006, 359700-0022, 000320-0006. PROJECT VALUE (PLEASE ATTACH DOCUMENTATION): 1.5 million DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Robin Tischmak, City of Tukwila Public Works Address: 6300 Southcenter Blvd, Tukwila, WA 98188 Phone: 206-431-2455 FAX: E mail: Robin.Tischmak@tukwila j A.gov Signature: / / t Date: / — CPL Page 7 of 14 W:\\Long Range Projects \Shoreline\NewShoreline Perrnits\4-11-12 SSDP 09/13/2012 10:15 AM =MUM 117=""),-,7=YLIWIRT:4 . moo. �aatos�r�n �q(qy�■■■Yvv..gq��' �( �•� Y`•�11'�4 �% �xx� � �IIRwi (Q"1764e �, fi�r'von r40104 _, as G orb., ',45e4•-`,.41-.. �'�"�-ice..,:-,._,.,. iiligWitlik, VI riAliMrANNIMI WIN _ rittfiegar 111 REVAIRM PAAFViiiiiiiiiNgatrai erar� ..,",-.47,,, 'TVA II Ist 4115 NIA Vicinity Map Interurban Avenue South Improvements City of Tukwila October 19, 2012