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Home My WebLink AboutPermit PL11-025 - CITY OF TUKWILA / PUBLIC WORKS - DRAINAGECITY WIDE SMALL DRAINAGE PROJECTS CITY OF TUKWILA PL1 1-025 EII-006 SEPA City ofitukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.eov DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E11-006 Applied: 06/08/2011 Issue Date: 07/20/2011 Status: APPROVED Applicant: RYAN LARSON, CITY OF TUKWILA PUBLIC WORKS Lead Agency: City of Tukwila Description of Proposal: 2010/2011 Small Drainage Projects Location of Proposal: Address: Parcel Number: Section/Township/Range: CITY-WIDE The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.2 lc.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack ace, Responsible Official City .f Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 / 1.1»/) D 'e Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) .d..... nnicllo WA-7 C11 /VIC oro.,.,,,,. r17 1 fl 0/111 SEPA DRAINAGE - ENVIRONMENTAL IMPACT STATEMENTS (EIS) City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION To: Ryan Larson, Senior Surface Water Engineer, City of Tukwila C&D Wells LLC, Owner BBV-EFS LLC, Owner Laura Murphy, Archaeologist, Muckleshoot Indian Tribe Karen Walter, Watersheds and Land Use Team Leader, Muckleshoot Indian Tribe Clark Miller, Director of Facilities, The Museum of Flight Larry Fisher, Washington Department of Fish and Wildlife Marti Louther, Senior Environmental Analyst, Sound Transit State Department of Ecology, SEPA Division King County Assessor PROJECT: City of Tukwila 2010/2011 Small Drainage Program FILE NUMBERS: E11-006 (SEPA File) ASSOCIATED FILES: PL11-025 (Land Use Project File) APPLICANT: Ryan Larson, Senior Surface Water Engineer, City of Tukwila REQUEST: Environmental review of nine small drainage program projects through the City of Tukwila. LOCATION: Nine locations throughout the City within public right-of-way or within storm drainage easements; see staff report for individual project locations. This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non -significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Jaimie Reavis, who may be contacted at (206) 431-3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jini Haggerton, Mayor Department of Community Development Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E11-006 SUMMARY OF PROPOSED ACTION The City of Tukwila Public Works Department has filed an application for SEPA/Environmental Review of 2010/2011 Small Drainage Program. The SEPA application includes nine projects: two projects are for construction of new storm drainage improvements, seven projects are for maintenance of existing storm drainage facilities. II. GENERAL INFORMATION Project Name: City of Tukwila 2010/2011 Small Drainage Program Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: All projects are within City right-of-way or within easements granted to the city over private property. Location: Nine locations — see project locations and descriptions below under "Background/Proposal." Zoning and Comprehensive Plan Designation: The majority of the nine project sites are proposed within public right-of-way; areas which have no underlying zoning. Under the `Background/Proposal" section of this staff report, each project description includes a notation to indicate whether (1) the project is located within public right-of-way; or (2) which zoning district the project is proposed in if it is located within and easement on private property. Notification: Property owners and tenants within 500 feet of each project site were notified of the proposed project by postcard mailing. Given that the proposal includes multiple project sites, most of which are within City right-of-way, notice board postings of each project site were not done; instead, pursuant to TMC 18.104.090 (6) publication of the Notice of Application was done in the Seattle Times. The following information was considered as part of review of this application. 1. SEPA Checklist dated June 3, 2011 and ESA screening checklist dated June 8, 2011. 2. Plans prepared by KPG, dated June 2011. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Jaimie Reavis, Assistant Planner, 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington, 98188, Phone: (206) 431-3659. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review as the project does not meet the exemptions listed under WAC 197-11-800. IV. BACKGROUND/PROPOSAL The City of Tukwila Public Works Department proposes to construct storm drainage upgrades at nine locations in the City of Tukwila as part of the 2010/2011 Small Drainage Program. Some of the projects proposed as part of this program are located within environmentally sensitive areas or their buffers. Per the Environmentally Sensitive Areas Chapter of the Tukwila Municipal Code (TMC), maintenance and repair of essential streets, roads, rights -of -way, or utilities are permitted uses within a sensitive area or buffer, subject to the provisions of TMC Chapter 21.04 and of the mitigation requirements of TMC Chapter 18.45. For the following project descriptions, those projects located within an environmentally sensitive area or buffer are noted, along with a description of the proposed work within the sensitive area or buffer and the mitigation proposed. Site I — Wells Trucking: Public Storm Drainage Easement on property located at12677 East Marginal Way (tax parcel 7345600766). Zoning District: Commercial/Light Industrial (C/LI). City maintenance crews have identified a public storm drain on this site that is severely corroded and damaged by an overlying structure. The project proposal is to replace and re-route approximately 250 feet of storm drain around the existing structure to provide continued function. The existing pipe will be abandoned in place. Riverton Creek, a Type 2 watercourse regulated by Tukwila's Environmentally Sensitive Areas regulations, runs along the west side of the parcel on which this work is proposed. A 100-foot buffer associated with Riverton Creek is located on the western portion of the project parcel. Work will occur in areas where there is either asphalt or gravel, with the exception of a perimeter landscape area along the street frontage of S 128th Street where one tree is proposed to be removed. This area is outside of the stream buffer and therefore removal of the tree does not require replacement per the Tree Regulations of TMC 18.54. A note on plan sheet 5 of 28 states "This site contains cement kiln dust impacted soils, see specifications for disposal requirements." The following information is a summary of the information provided in the project specifications: Cement kiln dust has a potential to contain elevated concentrations of heavy metals. Samples of the cement kiln dust on site were characterized to provide information concerning potential issues related to construction worker exposure and to provide guidance related to property soil handling, management, and disposal. Arsenic, lead, and cadmium were detected at concentrations that exceed the corresponding Method A Cleanup Levels. TCLP results to evaluate the leachability of the material did not detect any metals concentration that exceeded applicable thresholds for hazardous waste criteria, which would require disposal as a hazardous waste. JR Page 2 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects Based on these results, fill soils excavated from the utility alignment should be considered as a regulated material and proper management, handling, and disposal considerations should be implemented to ensure worker protections and to provide documentation as to the appropriate end use disposal. Contractors involved in the project should be informed of the cement kiln dust and the potential heavy metal exposure hazards related to the handling and dust inhalation. They should also be informed that the disposal of the excavated kiln dust material should be at an appropriately permitted facility such as a Subtitle D landfill (assuming that suitable and appropriate alternatives are not identified). Site 2 — Tukwila International Boulevard: Public Right of Way at approximate street address 11700 Tukwila International Boulevard City maintenance crews have identified 80 linear feet of storm drain pipe and 2 catch basins that require replacement due to age and damage. The lower pipe reach collects flow from a private storm water facility for the adjacent office park as well as an intermittent unnamed tributary to Riverton Creek. During high flows, the inlet frequently plugs, resulting in slope erosion and debris flows onto Tukwila International Blvd. The project proposes is to restore the berm, install an improved trash rack, and replace rock erosion protection on the overflow down the slope. The riprap on this slope extends far beyond this localized drainage, so it appears " ROAD "' 0, \ \`� to be providing a general slope buttress function as well. A total of 10 trees - as well as shrubs and other vegetation as needed - are proposed to be removed. An approximately 1,550 square foot area on the north side of the project site is proposed to be re -vegetated with 50 plantings each of Acer circatinatum (Vine Maple), Mahonia aquifolium (Oregon Grape), Rubus parvifolia (Thimbleberry), and Symphoricarpus albus (Snowberry). All plantings will be from one -gallon containers, and will be spaced in a triangular arrangement 36 inches on center. Notes on plans state that all work, including restoration, shall be completed by September 15, 2011 and in accordance with HPA permit requirements. Site 3 — East Marginal Way: Public Right of Way of East Marginal Way at the intersection with South 94th Place. This project proposes to install 2 catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage to address the problem of ponding within the right-of-way. According to the Public Works Department, this project will require that one to two lanes of East Marginal Way to be closed with traffic control flaggers out to direct traffic during the approximated five-day construction period. Work will occur within a portion of S. 94th Place, but access along S. 94th Place will remain open. JR Page 3 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects Project Location Site 4 — 44th Avenue South: Public Right of Way of 44th Avenue South between South 122nd Street and South 124th Street. S.122nd St__ S 122nd St ice( iI 1j Work to install the new drainage system will have temporary impacts to some existing driveways, mailboxes, water meter boxes, and railroad en a 0 ties. Additionally, some vegetation will need to be trimmed. A couple of driveways are noted on plans to be removed and replaced. Several ,= mailboxes and mailbox supports are notated on plans to be removed and maintained in a temporary location during construction, after which they 5.724th st: will be replaced in a permanent location after construction of the storm drain. Plans indicate that removal, replacement, and temporary mail drops will be coordinated with those property owners affected by mailbox removal. Continuous water service will be provided to those property owners whose water meter boxes require removal during construction, and the water meter boxes will be replaced in a permanent location after construction of the storm drain. Any railroad ties that need to be removed will also be replaced. No formal storm drainage collection system exists on 44th Ave. S between S 122nd Street and S 124th Street. This results in numerous puddles and the potential for runoff from the public right-of-way to damage private residential properties during periods of high rainfall. The purpose of the proposed improvements is to provide a new conveyance system. Project Location Site 5 — Evergreen Foods: Public Storm Drainage Easement on the property located at 13800 Tukwila International Blvd (tax parcel 7360600100). Zoning District: Regional Commercial (RC). City maintenance crews have identified 265 linear feet of 30-inch storm drain pipe that requires rehabilitation or replacement due to age and damage. Trenchless rehabilitation is being used to minimize impacts where feasible, but a portion of this project will require removal and replacement due to the severity of pipe damage. The pipe that requires replacement is currently routed above grade with a number of separated joints, down the slope to a rock outfall into an unnamed tributary to Southgate Creek. In the area where pipe replacement is needed, existing slope material is proposed to be removed as needed for trenching and pipe installation. Revegetation of an area approximately 1,850 square feet in size is proposed as mitigation. Plantings proposed for revegetation include 60 one -gallon plants of each of the following: Acer circatinatum (Vine Maple), Mahonia aquifolium (Oregon Grape), Rubus parvifolia (Thimbleberry), and Symphoricarpus albus (Snowberry). Notes on plans state that all work, including restoration, shall be completed by September 15, 2011 and in accordance with HPA permit requirements. JR Page 4 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects P Site 6 — South 122nd Street: Public Right of Way of South 122nd Street between 42nd Avenue South and 43rd Avenue South. City maintenance crews have identified 240 linear feet of CMP storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. I� A notation on sheet 11 of 28 of project plans includes information that the outfall is below high tide, and that work on this site shall be completed during periods of low tide. No 1 equipment shall be allowed waterward of the Ordinary High Water Mark. Per the consultant, in response to comments roject Location submitted by Laura Murphy on behalf of the Muckleshoot Indian Tribe Archaeology Division, "there is not expected to be any need for equipment or excavation at the outfall adjacent to the river. Only foot traffic and tools that can be carried by hand will be needed." Additionally, as notated on plans, all work shall be completed by September 15, 2011 and in accordance with HPA permit requirements. Site 7 — 40th Avenue South: Public Right of Way at approximate street address 13400 40th Avenue South. City maintenance crews have identified 225 linear feet of CMP storm drain pipe that is failing due to age and corrosion. The pipe is proposed to be rehabilitated through the installation of a pipe liner. Existing inlet grates and debris cages are proposed to be removed as necessary for storm drain pipe rehabilitation and reinstalled once construction is complete. Notes on plans state that all work shall be completed by September 15, 2011 and in accordance with HPA permit requirements. Site 8 — Control Structure Access: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (tax parcel 2223049058). Zoning District: Medium Density Residential (MDR). Sound Transit permitted and constructed this outfall structure on Gilliam Creek in 2009 and turned the facility over to Tukwila for maintenance. The structure is highly prone to plugging with debris and has no trash rack. Additionally, the structure has no safe access for workers to Project Location JR Page 5 of 13 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects July 8, 2011 remove debris from the control structure. To address these issues, this project proposes installation of a ladder and platform for maintenance access to the flow control structure, as well as installation of a trash rack to prevent debris from clogging the structure. The area surrounding the flow control structure was planted by Sound Transit with native species plantings as part of required mitigation during construction of the Regional Detention Facility and Southcenter Blvd improvements associated with Link Light Rail construction. Plans have been reviewed by Sound Transit staff, and the design of the project has been changed according to Sound Transit comments, including installation of high -visibility fencing around planting areas to prevent disturbance of these areas during construction of the proposed project. Site Specific General Notes on the project plans indicate that all existing mitigation improvements within the project area shall be preserved and protected, and the contractor shall be responsible for replacement of damaged mitigation improvements in the event that such damage occurs. Staff from Sound Transit will attend the pre -construction meeting to reiterate these requirements. Notes on plans state that all work, including restoration, shall be completed by September 15, 2011 and in accordance with HPA permit requirements. Site 9 — Gilliam Creek Trash Rack: Public Right of Way at the north side of the intersection of Tukwila Parkway with Andover Park East. This 8-foot diameter culvert is prone to plugging with fallen trees and branches during the winter. The City proposes to install a trash rack on the existing culvert entrance to keep debris out of the pipe and improve the ease of maintenance. This project location is within the buffer of Gilliam Creek, a Type 2 watercourse regulated by Tukwila's Environmentally Sensitive Areas regulations. The trash rack is proposed to be lifted into position by a crane located on the public roadway in order to eliminate the need to remove trees and other vegetation during construction. Notes on plans state that all work shall be completed by September 15, 2011 and in accordance with HPA permit requirements. Project Location JR Page 6 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-4 - Concur with checklist. 5- Construction of the 2010/2011 Small Drainage Program projects will follow issuance of a SEPA determination, and after obtaining all required permits from the City of Tukwila or other agencies. 6-11 Concur with checklist. 12- Several of the project sites are located within areas designated as environmentally sensitive. What follows is a description of the sensitive areas on each project site in relation to where the proposed work will occur: Site 1: A Type 2 stream, with an associated 100-foot buffer, runs across a portion of the northwest corner of the project site. Work is proposed to occur within the vicinity of the stream buffer; however, all work to install the storm drain will be located within areas that are developed with pavement or gravel surface, with the exception of the landscape area on the south side of the site which is located outside the stream buffer area. Site 2: Work proposed is within the vicinity of Riverton Creek, a Type 4 watercourse with an associated 50-foot buffer. Class 2 (Moderate) landslide hazard areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils, are also mapped over the entire project area. Site 3: None Site 4: None Site 5: Sensitive areas are mapped in the northern portion of this parcel where the project is proposed, and include the 80-foot buffer of Southgate Creek, a Type 3 watercourse; as well as Class 2 (Moderate) Landslide Hazard Areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils. Site 6: The western area of this project is located within the 200-foot buffer of the Duwamish River. Site 7: Sensitive areas within the vicinity of this project site include Southgate Creek, a Type 3 watercourse, and its associated 80-foot buffer; as well as Class 2 (Moderate) Landslide Hazard Areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils. Site 8: A Type 3 watercourse that is a tributary to Gilliam Creek runs through this property, along with an associated 80-foot buffer. Class 2 (Moderate) and Class 3 (High - Areas sloping more than 15% and underlain by impermeable soils or bedrock) slopes are located on the project parcel. Site 9: Gilliam Creek, a Type 2 watercourse with an associated 100-foot buffer, is located at this project location. JR Page 7 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects B. ENVIRONMENTAL ELEMENTS: 1. Earth: a-h Concur with checklist. Impacts associated with construction activities will be short term and will be mitigated by complying with BMPs as outlined in the King County Surface Water Design Manual. 2. Air: a -Cement kiln dust containing arsenic, lead, and cadmium is present in the soils to be excavated on Site 1. Applicant is required to obtain all relevant permits from Puget Sound Clean Air Agency to address any emission to the air. b- Concur with checklist. c- Per project specifications, contractors involved in the project should be informed of the cement kiln dust located at Site 1 and the potential heavy metal exposure hazards related to the handling and dust inhalation. They should also be informed that the disposal of the excavated kiln dust material should be at an appropriately permitted facility such as a Subtitle D landfill (assuming that suitable and appropriate alternatives are not identified). The City and its contractors shall follow BMPs and all local, state, and federal regulations regarding emissions to the air. 3. Water: Surface: a(1) — Site 1 is adjacent to Riverton Creek, a Type 2 watercourse. Site 2 is adjacent to a seasonal drainage channel, classified as a Type 4 watercourse, that drains into the Tukwila International Blvd. storm drain system and then into Riverton Creek. Site 5 is a roadway drainage outfall adjacent to and discharging to a tributary branch of Southgate Creek (this tributary branch is classified as a Type 3 watercourse). Site 6 is a roadway drainage outfall adjacent to and discharging to the Duwamish River; classified as a Type 1 watercourse. Site 7 is a piped reach of Southgate Creek, which is classified as a Type 3 watercourse in this section. Site 8 is within the Sound Transit detention pond in Gilliam Creek, classified as a Type 3 watercourse within vicinity of the project site. Site 9 is a piped reach of Gilliam Creek, classified as a Type 2 watercourse. All sites are located in the Green/Duwamish watershed. a(2) Site 1— Within 200 feet of Riverton Creek. Site 2 — Adjacent to seasonal drainage channel for replacement of failing pipe. Site 3 — No. Site 4 — No. Site 5 — Adjacent to tributary branch for replacement of failing pipe and outfall protection. Site 6 — Trenchless rehabilitation of existing pipe adjacent to Duwamish River. Site 7 — Trenchless rehabilitation of existing piped reach of Southgate Creek. Sites 8 and 9 — Installation of debris barrier fabrications on existing drainage facilities. a(3)-a(4)- Concur with checklist. a(5)- Site 6 and Site 9 are the only sites located within the 100-year floodplain data shown in the 2005 approved FEMA FIRM data. JR Page 8 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects a(6)- Concur with checklist. Ground: b(1-2) - Concur with checklist. Water Runoff (including storm water): c(1-2) — Concur with checklist. d - Concur with checklist. 4. Plants: a -d- Concur with checklist. 5. Animals: a- Concur with checklist. b- Chinook Salmon, Steelhead, and Bull Trout. c- Concur with checklist. Additionally, this area is part of the Pacific Flyway, a primary corridor for migratory bird species. d — Concur with checklist. 6. Energy and Natural Resources: a-c - Concur with checklist. 7. Environmental Health: a- Concur with checklist. Additionally, cement kiln dust, in which arsenic, lead, and cadmium is present in the soils to be excavated on Site 1. There is a risk that contractors could be exposed to this dust during project construction. - Concur with checklist. (1) - Concur with checklist. (2) - Per project specifications, contractors involved in the project should be informed of the cement kiln dust located at Site 1 and the potential heavy metal exposure hazards related to the handling and dust inhalation. They should also be informed that the disposal of the excavated kiln dust material should be at an appropriately permitted facility such as a Subtitle D landfill (assuming that suitable and appropriate alternatives are not identified). b (1-3) - Concur with checklist. The project must meet City of Tukwila noise ordinance requirements. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts associated with the project. 8. Land and Shoreline Use: a-b- Concur with checklist. c- Structures are located on sites 1, 5, and 8. Site 1 is located within a drainage easement on a private parcel. The private parcel is a trucking distribution center with office buildings and garages. Site 5 is located within a drainage easement on a private parcel. The private parcel is currently used as a food distribution center and as such, has an operations building and garages. Site 8 provides worker safety access improvements to a drainage control structure in the Regional Detention Pond, located on a parcel owned by the City of Tukwila. d- Concur with checklist. e-f — The City of Tukwila's Comprehensive Plan Designations are the same as the City's zoning districts. Most of the small drainage sites are within public right-of-way and do not have specific associated zoning districts/Comprehensive Plan designations but are instead JR Page 9 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects adjacent to one or more of these areas. The sites that are located on parcels within zoning districts/Comprehensive Plan areas are noted below: Site 1— Commercial/Light Industrial (C/LI) Site 5 — Regional Commercial (RC) Site 8 — Medium Density Residential (MDR) g- Site 6 is located within the 200-foot buffer of the Duwamish River. The Shoreline Designation in this area is Urban. This project involves normal maintenance and repair of the existing storm drain pipe and therefore meets the criteria to qualify for an exemption to the requirement to obtain a Shoreline Substantial Development Permit, per WAC 173-27- 040 (2)(b). h- Several of the project sites are located within areas designated as environmentally sensitive. The following is a description of the sensitive areas on each project site in relation to where the proposed work will occur: Site 1: A Type 2 stream, with an associated 100-foot buffer, runs across a portion of the northwest corner of the project site. Work is proposed to occur within the vicinity of the stream buffer; however, all work to install the storm drain will be located within areas that are developed with pavement or gravel surface, with the exception of the landscape area on the south side of the site which is located outside the stream buffer area. Site 2: Work proposed is within the vicinity of Riverton Creek, a Type 4 watercourse with an associated 50-foot buffer. Class 2 (Moderate) landslide hazard areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils, are also mapped over the entire project area. Site 3: None Site 4: None Site 5: Sensitive areas are mapped in the northern portion of this parcel where the project is proposed, and include the 80-foot buffer of Southgate Creek, a Type 3 watercourse; as well as Class 2 (Moderate) Landslide Hazard Areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils. Site 6: The western area of this project is located within the 200-foot buffer of the Duwamish River. Site 7: Sensitive areas within the vicinity of this project site include Southgate Creek, a Type 3 watercourse, and its associated 80-foot buffer; as well as Class 2 (Moderate) Landslide Hazard Areas, which are characterized by areas sloping between 15% and 40% and underlain by permeable soils. Site 8: A Type 3 watercourse that is a tributary to Gilliam Creek runs through this property, along with an associated 80-foot buffer. Class 2 (Moderate) and Class 3 (High - Areas sloping more than 15% and underlain by impermeable soils or bedrock) slopes are located on the project parcel. Site 9: Gilliam Creek, a Type 2 watercourse with an associated 100-foot buffer, is located at this project location. i-1- Concur with checklist. 9. Housing: a-c - Concur with checklist. 10. Aesthetics: a-c - Concur with checklist. JR Page 10 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects 11. Light and Glare: a-d - Concur with checklist. 12. Recreation: a-c - Concur with checklist. 13. Historic and Cultural Preservation: a-c Concur with checklist. 14. Transportation: a-c — Concur with checklist. d- Projects on sites 3 and 4 propose to install a new drainage system to be located underneath the pavement of the roadway, which will necessitate excavation of the existing pavement for installation of the new storm drainage pipe and any associated catch basins. The pavement will be restored once the project is complete. e-g- Concur with checklist. 15. Public Services: a-b- Concur with checklist. 16. Utilities: a-b - Concur with checklist. VI. COMMENTS: Comments on the 2010/2011 Small Drainage Program were submitted by the Muckleshoot Indian Tribe and the Museum of Flight. Muckleshoot Indian Tribe • Laura R. Murphy, Archaeologist with the Muckleshoot Indian Tribe, sent an email during the Notice of Application period asking if the sliplining method of storm drain pipe rehabilitation means that the old pipe is retained and a new pipe is inserted within it, and whether ground disturbance is needed for this type of repair. She was particularly interested in this method as it relates to Site 6 (S 122nd and 42nd Ave S.) to ensure that ground disturbance within the shoreline buffer would be limited. The City's consultant for the project provided the following response: At the S 122"d site, the Contractor would have the option of using a pipe liner or sliplining the existing storm drain pipe. For the pipe liner option, the ground disturbance would be very limited and would not require any excavation at all. A flexible material would be pulled through the pipe using access from the existing manhole and outfall. Once the material is in the pipe it would be inflated to bond to the existing pipe surface. The slipline option would require excavation on the upstream end of the pipe, approximately 175ft from the outfall, to gain access so that a smaller rigid pipe can slide into place within the old pipe. For both options, there is not expected to be any need for equipment or excavation at the outfall adjacent to the river. Only foot traffic and tools that can be carried by hand will be needed. JR Page 11 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects • Karen Walter, Watersheds and Land Use Team Leader for the Muckleshoot Indian Tribe Fisheries Division, sent a list of questions related to the projects at Site 8 and Site 9. Each question is listed below in italics followed by the City's response. An additional comment was sent to the City by Karen Walter as a follow-up to the City's responses on July 12, 2011, which is included at the end of this section. 1. Site 8 is a proposed control structure proposed for the Sound Transit outfall structure on Gilliam Creek on parcel 0042000280. The questions we have are as follows: a. Will the new structure or access road result in any in -stream work within Gilliam Creek or its associated stream buffer? If so, please describe in detail. This project will install a trash rack and a metal walkway to allow City maintenance staff to safely remove debris that accumulates at the pipe inlet structure. Limited in -water work is proposed. The actual metal components will be lowered into place from above, working from the existing control structure. Some minor digging will need to take place within an area adjacent to the inlet pipe to allow the trash rack to be lowered and then bolted to the side of the existing structure. b. If a trash rack is installed with this new structure, does it have the potential to intercept wood and sediment that would otherwise be available to Gilliam Creek? The trash rack is designed to keep wood from entering the inlet and downstream pipes. Currently wood becomes stuck in the inlet pipe allowing water to build up behind it. Sediment will continue to be allowed to transport downstream. c. Where is the proposed construction work related to the Sound Transit mitigation site? Will the project impact any aspect of the mitigation site? If so, what is proposed as mitigation for these impacts? The construction will take place adjacent to mitigation plantings that Sound Transit installed. We have referenced these plantings on our plan sheets and are requiring that the contractor place construction fence around them to keep workers out of this area. Any plants that are damaged will be replaced. A representative from Sound Transit will attend the preconstruction conference to discuss this issue. 2. Site 9 is a proposed trash rack on Gilliam Creek at what appears to be the culvert conveying this stream underneath 66th Avenue S. The questions for this project are as follows: a. How will the new trash rack ensure unobstructed fish passage of adult and juvenile salmon? As noted in the WDFW 2003 Design of Road Culverts for Fish Passage: "Trash racks and multiple, parallel, culvert pipes are generally not acceptable because they trap debris, create barriers to fish migration and increase the risk of culvert failure." The reason this trash rack is being installed is it is immediately upstream of a 108"metal flapgate. This gate protects the Tukwila Urban Center from flooding. Over the last two winters large pieces of wood have kept the gate from closing properly, allowing river water to flow upstream, which can lead to catastrophic flooding of this area. This trash rack will not alter the current non fish passable condition of this culvert. b. How will the rack be constructed without requiring the removal of existing trees at or adjacent to the site? It is currently planned that the new trash rack will be lifted into position by a crane located on the public roadway. No trees are currently proposed to be removed. JR Page 12 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects c. Assuming the rack blocks wood from entering the culvert, how does the project propose to manage wood that would otherwise transport downstream so that there are no impacts to instream fish habitat as a result of wood removal? City maintenance crews will patrol this area before and after storm events. When debris is present on the rack that may impede flows, crews will remove the wood and leave it on site. Follow -Up Email from Karen Walter, July 12, 2011 Based on the responses, it should be noted that both Sites 8 and 9 have the potential to reduce the availability of wood to create instream fish habitat in Gilliam Creek and potentially the Green River as a result of the new trash racks, if the wood collected at these racks is permanently removed during maintenance. We recommend that all wood that is at least 4 inches in diameter and 6 feet in length is relocated to downstream areas so there is no net loss of instream wood. If needed, the wood can be stockpiled and used for restoration and mitigation projects in Gilliam Creek and the Green River; the important point is to not lose the wood permanently since it takes a long time for trees to recruit and become instream wood naturally. The Tukwila Maintenance Department currently does not remove the debris from the site and just removes it from the inlet and then places it on the stream bank. Larger items are simply too heavy to move very far and the smaller debris rots fairly quickly on the bank. The City's stormwater engineer will talk with the City's maintenance staff to ensure they continue this practice and make them aware that if they need to remove larger debris that we will need to place it back in the stream channel downstream or find alternate mitigation sites for it. Museum of Flight Clark Miller, Director of Facilities at The Museum of Flight, sent in written comments in support of the proposed project on East Marginal Way (Site 3). He stated that the Museum is hopeful that the area will be repaired to address the problem that occurs during heavy rain of the intersection of East Marginal Way and 94th Place S filling with water and at times cresting the curb and flowing towards the elevator at the west end of the pedestrian bridge and the south entrance to the Library & Archives building. He stated that this situation also creates the problem with water splashing onto Museum guests and staff as they are walking past the intersection. Clark Miller also requested information on planned road closures related to the project. The City provided information on where road closures are expected, and the expected duration of road closures. VII. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340 a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above Final Staff Evaluation for Environmental Checklist File No. E11-006, and is supported by plans, policies, and regulations formally adopted by the City of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Jaimie Reavis, Assistant Planner Date: July 19, 2011 JR Page 13 of 13 July 8, 2011 H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects ea* ai J of wi& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaimie Reavis HEREBY DECLARE THAT: Notice of Public Hearing X Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this 20 day of July in the year 2011. N vu Rad iDvi/ sty Ma rs/e, 'hY aeri.444'1 (6 Z),_5y i tv 141 t 114 opal-ysh -/t 1,s-ed 67/7 A)v'lr'tp ,601. p..e‘isiz , ra,iio, Project Name: 2010/2011 Small Drainage Program Project Number: E11-006 Mailing requested by: Jaimie Reavis Mailer's signature:iiilo H:\SEPA\E11-006 PW 2010-2011 Small Drainage Projects\Affidavit of Distribution_DNS_7-20-2011.doc Jaimie Reavis From: Sandra Whiting Sent: Wednesday, July 20, 2011 2:33 PM To: Ryan Larson; Mike Ronda Cc: Josh Fedora (josh@kpg.com); Jaimie Reavis Subject: RE: Tukwila Small Drainage - meeting notes Here is a link to information about compost blankets for erosion control/site restoration like WSDOT uses, including specifications: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=factsheet results&view=specific&bmp=118 Sandra ***NOTE NEW EMAIL ADDRESS***!!! Sandra Whiting City of Tukwila Urban Environmentalist 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206-431-3663 Sandra.whiting@tukwilawa.gov From: Ryan Larson Sent: Thursday, July 14, 2011 3:58 PM To: Mike Ronda Cc: Josh Fedora (josh@kpg.com); Jaimie Reavis; Sandra Whiting Subject: FW: Tukwila Small Drainage - meeting notes Mike, Please see Josh's email below. Sandra and Jamie would like to make a few changes to the mitigation plantings and I am supportive as long as we receive a reasonable price. So please pursue this with Green River Construction and let me know if you will not be able to make these changes. Thanks - Ryan From: Josh Fedora [mailto:josh@kpg.com] Sent: Thursday, July 14, 2011 1:38 PM To: Ryan Larson Cc: Nelson Davis Subject: Tukwila Small Drainage - meeting notes Ryan, I met with Jaime and Sandy at Site 2 and Site 5 this morning. Attached are notes from this meeting. They would like to see some minor changes to the plans. If you agree, these changes can be made with a field directive during construction. 1 Here is a summary of the comments: Site 2 - TIB • Change 2" compost to 4" • Change 50 Vine Maples to 35 Vine Maples • Add 15 Western Red Cedars • If possible leave felled trees on site to provide habitat Site 5 — Evergreen • Change 60 Vine Maples to 30 Vine Maples • Add 30 Big Leaf Maples • As a suggestion consider using 1" + compost. It works better on steep slopes. See WSDOT for reference. Josh Fedora P.E. KPG Inc. 206 267-1066 2 -p-0 W54-- ovk (o`5/11 Jaimie Reavis From: Ryan Larson Sent: Thursday, July 14, 2011 3:58 PM To: Mike Ronda Cc: Josh Fedora (josh@kpg.com); Jaimie Reavis; Sandra Whiting Subject: FW: Tukwila Small Drainage - meeting notes Attachments: 0892_001.pdf Mike, Please see Josh's email below. Sandra and Jamie would like to make a few changes to the mitigation plantings and I am supportive as long as we receive a reasonable price. So please pursue this with Green River Construction and let me know if you will not be able to make these changes. Thanks - Ryan From: Josh Fedora [mailto:joshftpg.coml Sent: Thursday, July 14, 2011 1:38 PM To: Ryan Larson Cc: Nelson Davis Subject: Tukwila Small Drainage - meeting notes Ryan, I met with Jaime and Sandy at Site 2 and Site 5 this morning. Attached are notes from this meeting. They would like to see some minor changes to the plans. If you agree, these changes can be made with a field directive during construction. Here is a summary of the comments: Site 2 - TIB • Change 2" compost to 4" Zb 1.-c fie �K/�5 • Change 50 Vine Maples to 35"Vine Maples I • Add4WWestern Red Cedars to — wick - 9 1 • If possible leave felled trees on site to provide habitat Site 5 — Evergreen • Change 60 Vine Maples to 30 Vii a Maples 0 ' d ( \ t j i t w/5V � 31). so kma (.her , a • Add 30 Big Leaf Maples — j "p b C..0 • As a suggestion consider using 1" + compost. It works better on steep slopes. See WSDOT for reference. Josh Fedora P.E. KPG Inc. 206 267-1066 1 Jaimie Reavis From: Karen Walter <KWalter@muckleshoot.nsn.us> Sent: Wednesday, July 13, 2011 1:44 PM To: Ryan Larson; Jaimie Reavis Subject: RE: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Ryan, Thanks for your response to our previous email. Your recommendation is acceptable as proposed. Best regards, Karen Walter MITFD From: Ryan Larson [Ryan.Larson@TukwilaWA.gov] Sent: Wednesday, July 13, 2011 1:29 PM To: Karen Walter; Jaimie Reavis Subject: RE: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Karen, The Tukwila Maintenance Department currently does not remove the debris from the site and just removes it from the inlet and then places it on the stream bank. Larger items are simply too heavy to move vary far and the smaller debris rots fairly quickly on the bank. I will talk with our maintenance staff to ensure they continue this practice and make them aware that if they need to remove larger debris that we will need to place it back in the stream channel downstream or find alternate mitigation sites for it. Is this approached acceptable to you? Thanks - Ryan From: Karen Walter [mailto:KWalter@muckleshoot.nsn.us] Sent: Tuesday, July 12, 2011 10:23 AM To: Jaimie Reavis Cc: Ryan Larson Subject: RE: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Jaimie and Ryan, Thank you for sending the City's responses to our questions as noted below. Based on the responses, it should be noted that both Sites 8 and 9 have the potential to reduce the availability of wood to create instream fish habitat in Gilliam Creek and potentially the Green River as a result of the new trash racks, if the wood collected at these racks is permanently removed during maintenance. We recommend that all wood that it at least 4 inches in diameter and 6 feet in length is relocated to downstream areas so there is no net loss of instream wood. If needed, the wood can be stockpiled and used for restoration and mitigation projects in Gilliam Creek and the Green River; the important point is to not lose the wood permanently since it takes a long time for trees to recruit and become instream wood naturally. We appreciate the opportunity to review this proposal. 1 Best regards, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 From: Jaimie Reavis [mailto:Jaimie.Reavis@TukwilaWA.gov] Sent: Friday, July 08, 2011 11:09 AM To: Karen Walter Cc: Ryan Larson Subject: FW: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Hi Karen, You may have already received Ryan Larson's responses to your questions; I'm sending this to the other email I have for you to make sure. Please let Ryan and I know if you have any additional comments or questions. Thank you, Jaimie Reavis Assistant Planner I City of Tukwila 6300 Southcenter Blvd, Suite 100 I Tukwila, WA 98188 ph: (206) 431-3659 x 1659 I fx: (206) 431-3665 Jaimie.Reavis@TukwilaWA.gov<mailto:Jaimie.Reavis@TukwilaWA.gov> 1 www.tukwilawa.gov<http://www.tukwilawa.gov> **NEW EMAIL ADDRESS AND WEB ADDRESS!** Please consider the impact on the environment before printing this e-mail. From: Ryan Larson Sent: Friday, July 08, 2011 11:03 AM To: 'KWalter@muckleshoot.nsn.us' Cc: Jaimie Reavis Subject: RE: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Karen, Please find my responses below to your questions. 1. Site 8 is a proposed control structure proposed for the Sound Transit outfall structure on Gilliam Creek on parcel 0042000280. The questions we have are as follows: 2 a. Will the new structure or access road result in any instream work within Gilliam Creek or its associated stream buffer? If so, please describe in detail. This project will install a trash rack and a metal walkway to allow City maintenance staff to safely remove debris that accumulates at the pipe inlet structure. Limited in water work is proposed. The actual metal components will be lowered into place from above working from the existing control structures. Some minor digging will need to take place within an area adjacent to the inlet pipe to allow the trash rack to be lowered and then bolted to the side of the existing structure. b. If a trash rack is installed with this new structure, does it have the potential to intercept wood and sediment that would otherwise be available to Gilliam Creek? The trash rack is designed to keep wood from entering the inlet and downstream pipes. Currently wood becomes stuck in the inlet pipe allowing water to build up behind it. Sediment will continue to be allowed to transport downstream. c. Where is the proposed construction work related to the Sound Transit mitigation site? Will the project impact any aspect of the mitigation site? If so, what is proposed as mitigation for these impacts? The construction will take place adjacent to mitigation plantings that Sound Transit installed. We have reference these plantings on our plan sheets and are requiring that the contractor place construction fence around them to keep workers out of this area. Any plants that are damaged will be replaced. A representative from Sound Transit will attend the preconstruction conference to discuss this issue. 1. Site 9 is a proposed trash rack on Gilliam Creek at what appears to be the culvert conveying this stream underneath 66th Avenue S. The questions for this project are as follows: a. How will the new trash rack ensure unobstructed fish passage of adult and juvenile salmon? As noted in the WDFW 2003 Design of Road Culverts for Fish Passage: "Trash racks and multiple, parallel, culvert pipes are generally not acceptable because they trap debris, create barriers to fish migration and increase the risk of culvert failure." The reason this trash rack is being installed is it is immediately upstream of a 108"metal flapgate. This gate protects the Tukwila Urban Center from flooding. Over the last two winters large pieces of wood have kept the gate from closing properly allowing riverwater to flow upstream and can lead to catastrophic flooding of this area. This trash rack will not alter the current non fish passable condition of this culvert. b. How will the rack be constructed without requiring the removal of existing trees at or adjacent to the site? It is currently planned that the new trash rack will be lifted into position by a crane located on the public roadway. No trees are currently proposed to be removed. c. Assuming the rack blocks wood from entering the culvert, how does the project propose to manage wood that would otherwise transport downstream so that there are no impacts to instream fish habitat as a result of wood removal? City maintenance crews will patrol this area before and after storm events. When debris is present on the rack that may impede flows, crews will remove the wood and leave it on site. Let me know if you need further information. - Ryan From: Jaimie Reavis Sent: Tuesday, July 05, 2011 10:23 AM To: Ryan Larson Subject: FW: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Hi Ryan, 3 I received the comments below from Karen Walter. Could you add a response ul....--rneath each of her comments? Thank you, Jaimie From: Karen Walter[mailto:KWalter@muckleshoot.nsn.us] Sent: Friday, July 01, 2011 4:20 PM To: Jaimie Reavis Cc: Ryan Larson Subject: City of Tukwila's 2010/2011 Small Drainage Environmental Review, Notice of Applications Jaimie, The Muckleshoot Indian Tribe Fisheries Division has reviewed the proposed Notices of Applications for the nine small drainage projects proposed for 2010/2011. We have some questions regarding the projects proposed at Sites 8 and 9 as noted below: 1. Site 8 is a proposed control structure proposed for the Sound Transit outfall structure on Gilliam Creek on parcel 0042000280. The questions we have are as follows: a. Will the new structure or access road result in any instream work within Gilliam Creek or its associated stream buffer? If so, please describe in detail. b. If a trash rack is installed with this new structure, does it have the potential to intercept wood and sediment that would otherwise be available to Gilliam Creek? c. Where is the proposed construction work related to the Sound Transit mitigation site? Will the project impact any aspect of the mitigation site? If so, what is proposed as mitigation for these impacts? 2. Site 9 is a proposed trash rack on Gilliam Creek at what appears to be the culvert conveying this stream underneath 66th Avenue S. The questions for this project are as follows: a. How will the new trash rack ensure unobstructed fish passage of adult and juvenile salmon? As noted in the WDFW 2003 Design of Road Culverts for Fish Passage: "Trash racks and multiple, parallel, culvert pipes are generally not acceptable because they trap debris, create barriers to fish migration and increase the risk of culvert failure." b. How will the rack be constructed without requiring the removal of existing trees at or adjacent to the site? c. Assuming the rack blocks wood from entering the culvert, how does the project propose to manage wood that would otherwise transport downstream so that there are no impacts to instream fish habitat as a result of wood removal? We appreciate the opportunity to review these projects and look forward to the City's responses. 4 ♦ Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 5 Jaimie Reavis From: Clark Miller <CMiller@museumofflight.org> Sent: Tuesday, July 05, 2011 1:43 PM To: Jaimie Reavis Cc: Clark Miller Subject: Program SEPA Environmental Review Hello Jaimie, The Museum of Flight would like to comment on the SEPA Environmental Review project scheduled for E. Marginal Way S and South 94th PI. We are hopeful that this area will be repaired. Each time there is a heavy rain the intersection fills with water and at times crests the curb and flows towards the elevator at the west end of the pedestrian bridge and the south entrance to our Library & Archives building. This also creates the problem with water getting splashed onto our guests and staff as they walk past this intersection. We would also like to receive as much information you have on any planned road closures during this construction. S. 94th PI. is an entrance to Boeing buildings and to the museum's west parking lot. We would not want to see an entire road closure if at all possible. Please let me know if there is anything else you may need from the Museum. Thank you for your consideration to our requests. Sincerely, Clark Miller Director of Facilities The Museum of Flight 9404 E. Marginal Way S., Seattle, WA 98108 206 768-7149 office 206 437-4072 cell cmiller@museumofflight. orq dream, discover, soar Visit The Museum of Flight today! 1 Jaimie Reavis From: Laura Murphy <laura.murphy@muckleshoot.nsn.us> Sent: Friday, July 01, 2011 10:58 AM To: Jaimie Reavis Subject: RE: Tukwila Small Drainage Program Thank you Jaimie, We will have no further comments or concerns about this project. Laura Laura R. Murphy Archaeologist Muckleshoot Indian Tribe 39015 172nd Ave. SE Auburn, WA 98092-9763 (253) 876-3272 From: Jaimie Reavis [mailto:Jaimie.Reavis@TukwilaWA.gov] Sent: Friday, June 17, 2011 1:58 PM To: Laura Murphy Subject: RE: Tukwila Small Drainage Program Hi Laura, Thank you for your questions on this project. I forwarded your question about sliplining and ground disturbance for the S 122nd Street project to the City's consultant, whose response is below in italics: At the 5122" d site, the Contractor would have the option of using a pipe liner or sliplining the existing storm drain pipe. For the pipe liner option, the ground disturbance would be very limited and would not require any excavation at all. A flexible material would be pulled through the pipe using access from the existing manhole and outfall. Once the material is in the pipe it would be inflated to bond to the existing pipe surface. The slipline option would require excavation on the upstream end of the pipe, approximately 175ft from the outfall, to gain access so that a smaller rigid pipe can slide into place within the old pipe. For both options, there is not expected to be any need for equipment or excavation at the outfall adjacent to the river. Only foot traffic and tools that can be carried by hand will be needed. I've attached the plan sheet for this project for your review. I can send the rest of the plan sheets and/or the SEPA checklist for your review as well. Please let me know if you need any additional information or have any additional questions or comments — thanks! Jaimie Reavis Assistant Planner I City of Tukwila 6300 Southcenter Blvd, Suite 100 I Tukwila, WA 98188 ph: (206) 431-3659 x 1659 I fax: (206) 431-3665 Jaimie.Reavis@TuhwilaWA.gov I www.tubwilawa.gov 1 **NEW EMAIL ADDRESS AND WEBMDDRESS!** Please consider the impact on the environment before printing this e-mail. From: Laura Murphy[mailto:laura.murphy@muckleshoot.nsn.us] Sent: Friday, June 17, 2011 11:39 AM To: Jaimie Reavis Subject: Tukwila Small Drainage Program Hi Jaimie, Quick question about "sliplining". Does that mean that the old pipe is retained and a new pipe is inserted within it? Limited ground disturbance? I opened the mail today and received the short descriptions of the nine small drainage projects, and the only one I was really interested in was the one at "Public right-of-way of S 122nd St near the Duwamish River. But, I will not pursue it further if the ground disturbance is very limited. Thank you, and hope you are well! Laura Laura R. Murphy Archaeologist Muckleshoot Indian Tribe 39015 172nd Ave. SE Auburn, WA 98092-9763 (253) 876-3272 2 TO: City of Tukwila Department of Community Development File Number El 1-006 (SEPA Permit) PL11-025 (Project Number) LAND USE PERMIT ROUTING FORM uilding IXI Planning Ix' Public Works IxI Fire Dept. Ell Police Dept. Parks/Rec Project: City of Tukwila 2010/2011 Small Drainage Projects Address: City-wide (see attached plans) Date transmitted: 6/21/2011 Response requested by: 7/05/2011 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) ite (6-we,er � Plan check dater y� // Comments Update date: f prepared by: i'� TO: �I City of Tukwila Department of Community Development File Number El1-006 (SEPA Permit) PL11-025 (Project Number) LAND USE PERMIT ROUTING FORM Building !planning IX! Public Works !�I Fire Dept. Police Dept. Parks/Rec Project: City of Tukwila 2010/2011 Small Drainage Projects Address: City-wide (see attached plans) Date transmitted: 6/21/2011 Response requested by: 7/05/2011 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) pew. 1. 1-05 k re °two (fin-P&) 2 e,tma tI4 6Jvitimu.✓Ilil ✓(Gj �j e �Ul �/t5 yif S 2_ CLvc d 1 Plan check date: Comments Update date: prepared by: TO: 'XI City of Tukwila Department of Community Development RECEIVED JUN, 21 Z011 TUKWILA PUBLIC WORKS File Number E11-006 (SEPA Permit) PL11-025 (Project Number) LAND USE PERMIT ROUTING FORM Building Planning Igo Public Works Fire Dept. Police Dept. Parks/Rec Project: City of Tukwila 2010/2011 Small Drainage Projects Address: City-wide (see attached plans) Date transmitted: 6/21/2011 Response requested by: 7/05/2011 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) ati )71,o4 elyi/vvvt,02A4, , Plan check date: Comments Update date: 0/a,3`// prepared by: ki eit* o f J u wita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: 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 No h & -P✓b(1' 0C9 I s J1L 11'KL S oh yr I1, .2 0l 1 A.dc a evr <<litAJ1bs rim Other: Was mailed to each of the addresses listed/attached (AGENCIES) on this _ 14 day of June in the year 2011 Project Name: Small Drainage Projects Sites: 1, 2, 3, 4, 5, 6, 7, 8, 8a 9 Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Reavis Mailer's signature: ,) bli/74 W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC .cGx'(.2 z elottcktan CXa.y klizcx ra w AGENCY LABELS 1 Th bN/ Now GOZae. ( ) Office of Archaeology (Transportation Department (WSDOT NW) ( Dept of Natural Resources ( ) Office of the Governor WA State Community Development (4 WA Fisheries & Wildlife Nj US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( Dept of Fish & Wildlife Section \ FEDERAL AGENCIES X US Environmental Protection Agency (E.P.A.) ( )US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ( ) Dept of Social & Health Services X) Dept of Ecology NW Regional Office, Shoreland Division �y j>c) Dept of Ecology, SEPA ( ) 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 4 KC Dev & Enviro Services-SEPA Info Center % (4 KC Metro Transit Div-SEPA Official, Environmental Planning KC Dept of Natural Resources KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 'SCHOOLS/LIBRARIES PC) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library 154 QWEST Communications Qt) Seattle City Light (4 Puget Sound Energy (>.(). Highline Water District 154Seattle Planning &Dev/Water Dept (XComcast Sectio 5 UTILITIES N BP Olympic Pipeline \ (X) Seattle Public Utilities Val-Vue Sewer District V Allied Waste Services (50 Water District # 20 Water District # 125 (X) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Tukwila City Departments ( ) Public Works ( ) 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 ('Q 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 NN(X) Fisheries Program (x) Wildlife Program (}c) Duwamish Indian Tribe * Section 7 OT)L(R LOCAL AGENCIES NfA Puget Sound Clean Air Agency Sound Transit/SEPA X Duwamish River Clean Up Coalition * Washington Environmental Council K 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 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 (3-part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. 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 received by DOE) 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 (3-part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) — Site plan, with mean high water mark & improvements — Cross -sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3-part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist Project Location City of Tukwila Notice of Application Site 9: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at the north side of the intersection of Tukwila Parkway and Andover Park East. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a trash rack on the existing culvert en- trance to keep debris out of the 8-foot diameter culvert and to improve the ease of maintenance. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 5008 of this project. a Project Loca- City of Tukwila Notice of Application Site 2: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at approximate street address 11700 Tukwila International Blvd. Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement of 80 linear feet of storm drain pipe and 2 catch basins, restoration of a berm, installation of an improved trash rack, and replacement of rock erosion protection on the overflow down the slope. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental im- pacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by. 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Location: Public Right -of -Way of 44th Ave S between S 122nd Site 4: 2010/2011 Small Drainage Street and S 124th Street Program SEPA Environmental Review File #'s: E11-00,6 (SEPA File), PLI 1-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a new storm drainage collec- tion system within the street right-of-way of 44th Ave S. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmen- tal impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environ- mental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 1: 2010/2011 Small Drainage Program SEPA Environmental Review 113, Project Loca- Location: Public storm drainage easement on tax parcel 734560-0766 (northwest corner of S 128th Si and East Marginal Way). Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: C&D Wells LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement and reroute of approximately 250 feet of storm drain. The existing pipe will be abandoned in place. This is one of nine projects under review as part of this SEPA applicatic Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental rev this may be your only opportunity to comment on the environmental impacts of the project. If time., com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 3: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of East Marginal Way at the intersection of S. 94th Place. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of two catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second continent period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receivine this notice her.ance aro a .,r,,.,ar,,, cnno City of Tukwila Notice of Application Site 6: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of S 122nd Street between 42nd Ave S and 43rd Ave S File #'s: E11-006 (SEPA File), PLI 1-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 240 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Site 8: 2010/2011 Small Drainage Program SEPA Environmental Review PROEM' ioeiaax slmxST is w Location: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (parcel #222304-9058). Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of ladder and plat- form for maintenance access to the flow control struc- ture. A trash rack will also be installed to prevent debris from clogging the structure. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated deter- mination the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your ap- peal rights by calling 206-431-3659. City of Tukwila Notice of Application—SEPA/Environmental Review Site 5: 2010/2011 Small Drainage Program Location: Within public storm drainage easement at 13800 Tukwila International Blvd (parcel # 734060-1040). File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation and replacement of 265 linear feet of 30" storm drain pipe which leads to a rock outfall into an unnamed tributary to Southgate Creek. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a deterr tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will single integrated comment period for the environmental review so this may be your only opportunity to com- ment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a se- cond comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. . P IN a...a1... • . -...1 oeulo.I0 Project Loca- You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 7: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 40th Ave S at approximate street address i ?e� 13400 40th Ave S. File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water gym' €s U1b st• Engineer,City of Tukwila ai Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 225 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition sow o : for sliplining, so the City would like to perform the slipline before more dam- ' age occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. Project Location Vnil ATP TPPP1VIri0 ir,1C rInfirP hnr,, lee. t,n,• rare. n .......u.l.. .......e. ... ,........a _..:.L:_ Gnnn -G.L:_ et* of J UP1caita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 _14 day of June in the year 2011 Project Name: Small Drainage Projects -Site 1 Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Reavis Mailer's signature: �/(4Ojl „ W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Site 1: 2010/2011 Small Drainage Program SEPA Environmental Review Project Loca- Location: Public storm drainage easement on tax parcel 734560-0766 (northwest corner of S 128th St. and East Marginal Way). Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: C&D Wells LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement and reroute of approximately 250 feet of storm drain. The existing pipe will be abandoned in place. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Loca- City of Tukwila Notice of Application Site 1: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public storm drainage easement on tax parcel 734560-0766 (northwest comer of S 128th St. and East Marginal Way). Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: C&D Wells LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement and reroute of approximately 250 feet of storm drain. The existing pipe will be abandoned in place. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. City of Tukwila Notice of Application Site 1: 2010/2011 Small Drainage Program SEPA Environmental Review Project Loca- Location: Public storm drainage easement on tax parcel 734560-0766 (northwest corner of S 1.28th St and East Marginal Way). Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: C&D Wells LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement and reroute of approximately 250 feet of storm drain. The existing pipe will be abandoned in place. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review - - this may be your only opportunity to comment on the environmental impacts of the project. If timel: ments do not identify probable significant adverse impacts that were not considered by the anticipated detemuua- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-31-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 1: 2010/2011 Small Drainage Program SEPA Environmental Review Project Loca- Location: Public storm drainage easement on tax parcel 734560-0766 (northwest corner of S 128th St. and East Marginal Way). Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: C&D Wells LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement and reroute of approximately 250 feet of storm drain. The existing pipe will be abandoned in place. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 name Lorraine Bill D Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tien Leroy & Marci Jeffrey M Gregory S & Peter Anthone R Tukwila Linda L Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Aaron last Name ANNE ARUNDEL APARTMENTS LLC Carosino Nguyen INTERNATIONAL GATEWAY EAST LLC Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member C & D WELLS LLC Le Gray Wong MARGINAL ISLAND PROPERTIES LLC & MARLEAU JOSEPH & Sarantos Mola Community Member Hilmes Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Hundtofte Address 10 W MARKET-1200 MARKET TOWE 10652 DES MOINES WAY S 11227 SE 308TH ST 12201 TUKWILA INTRNTNL BLVD 4TH FL 12400 E MARGINAL WAY S 12401 E MARGINAL WAY S 12449 E MARGINAL WAY S 12525 E MARGINAL WAY S 12539 E MARGINAL WAY S 12541 E MARGINAL WAY S 12601 E MARGINAL WAY S 12604 40TH AVE S 12607 E MARGINAL WAY S 12608 40TH AVE S 12608 E MARGINAL WAY S 12608 S 128TH ST 12611 37TH AVE S 12615 37TH AVE S 12621 37TH AVE S 12677 E MARGINAL WAY S 13235 8TH AVE S 1760 FERRY AVE SW 1821 ROLLING-HLS AVE SE 2514 LAKE PARK DR S 2722 SW 151ST ST 32227 197TH AVE SE 3535 S 126TH ST 370 S REYNOLDS RD #8 3703 S 126TH ST 3709 S 126TH ST 3714 S 128TH ST 3717 S 126TH ST 3720 S 128TH ST 3721 S 126TH ST 3723 S 126TH ST 3725 S 126TH ST 3726 S 128TH ST 3727 S 126TH ST City State INDIANAPOLIS IN SEATTLE WA AUBURN WA SEATTLE 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 BURIEN WA SEATTLE WA RENTON WA SEATTLE WA SEATTLE WA KENT WA TUKWILA WA OTHELLO WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA Zip 46204 98168 98092 98168 512: 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98116 98055 98144 98166 98042 98168 99344 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 Tukwila Community Member Ngoc-Nu T & Tu M Nguyen Pham NICKERSON STREET ASSOCIATES Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member CAPELOUTO ISAAC S TRUST CHAMPA ASSOCIATION INC 3732 S 126TH ST 3829 S 132ND PL 4 NICKERSON ST STE 200 4002 S 126TH ST S 4006 S 126TH ST 4012 S 126TH ST 4015 S 126TH ST 4018 S 126TH ST 4020 S 128TH ST 4021 S 126TH ST 4024 S 126TH ST 4027 S 126TH ST 4035 S 126TH ST 5509 S BRANDON ST 6560 33RD AVE S TUKWILA WA TUKWILA WA SEATTLE 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 98168 98168 98109 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98118 98118 at* of J uliwila Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: 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 8s 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 _14 day of _June in the year 2011 Project Name: Small Drainage Projects - Site 2 Project Number: PL11-025 Associated File Number (s): El 1-006 Mailing requested by: Jaimie Reavi Mailer's signature: ZY/)/1 , ,/z/.. W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC Project Loca- City of Tukwila Notice of Application Site 2: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at approximate street address 11700 Tukwila Intemational Blvd. Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement of 80 linear feet of storm drain pipe and 2 catch basins, restoration of a berm, installation of an improved trash rack, and replacement of rock erosion protection on the overflow down the slope. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental im- pacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Loca- City of Tukwila Notice of Application Site 2: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at approximate street address 11700 Tukwila International Blvd. Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement of 80 linear feet of storm drain pipe and 2 catch basins, restoration of a berm, installation of an improved trash rack, and replacement of rock erosion protection on the overflow down the slope. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental im- pacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. Project Loca- City of Tukwila Notice of Application Site 2: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at approximate street address 117'00 Tukwila International Blvd. Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement of 80 linear feet of storm drain pipe and 2 catch basins, restoration of a berm, installation of an improved trash rack, and replacement of rock erosion protection on the overflow down the slope. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental im- pacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental revie- this may be your only opportunity to comment on the environmental impacts of the project. If time n- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Loca- City of Tukwila Notice of Application Site 2: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at approximate street address 11700 Tukwila International Blvd. Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Replacement of 80 linear feet of storm drain pipe and 2 catch basins, restoration of a berm, installation of an improved trash rack, and replacement of rock erosion protection on the overflow down the slope. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental im- pacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. [f timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Edward W & Marvyl V TUKWILA TUKWILA John F TUKWILA TUKWILA Hoeun & Phochny Leng * TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Kent A LastName COMMUNITY MEMBER SIX ROBBLEES INC COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Mc Gee GEO HEISER BODY CO INC COMMUNITY MEMBER Ta m bu re Ili COMMUNITY MEMBER COMMUNITY MEMBER Tun AMALFI INVESTMENTS LLC SLEEPING TIGER LLC COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER KING COUNTY KING COUNTY APOLLO HOLDINGS LLC D & C INVESTMENTS LLC Ramsden SEATTLE CITY OF SEATTLE CITY LIGHT BOEING COMPANY THE NEVSCO LLC RRTEEF AMERICA REIT II N EVSCO LLC Address 10120 W MARGINAL PL S 11010 TUKWILA INTERNATIONAL BLVD 11011 TUKWILA INTERNATIONAL BLVD 11017 TUKWILA INTERNATIONAL BLVD 11059 TUKWILA INTL BLVD 11060 TUKWILA INTERNATIONAL BLVD 11061 TUKWILA INTERNATIONAL BLVD 11201 TUKWILA INTERNATIONAL BLVD 11204 26 AVE S 11210 TUKWILA INTERNATIONAL BLVD 11231 E MARGINAL WAY S 11232 26TH AVE S 11234 TUKWILA INTERNATIONAL BLVD 11244 TUKWILA INTERNATIONAL BLVD 11416 26TH AVE S 1809 SEVENTH AVE #1002 2900 NE BLAKELEY ST #B 2922 S 112TH ST 3215 S 116TH ST 3225 S 116TH ST 3314 S 116TH ST 3334 S 116TH ST 500 FOURTH AVE RM 500 500 K C ADMIN BLDG 505 5TH AVE S #900 720 RAINIER AVE S PO BOX 1766 PO BOX 34018 PO BOX 34023 PO BOX 3707 M/C 20-00 PO BOX 40211 PO BOX 4900 #207 PO BOX 80 CityState TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA SEATTLE WA RENTON WA EDMONDS WA SEATTLE WA SEATTLE WA SEATTLE WA BELLEVUE WA SCOTTSDALE AZ MERCER ISLAND WA Zip 98108 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98101 98105 98168 98168 98168 98168 98168 98104 98104 98104 98057 98020 98124 98124 98124 98015 85261 98040 NACCARATO LAUREE TRUST PO BOX 8229 COVINGTON WA 98042 C',iV of .J u;F'uuita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 14 day of _June in the year 2011 Project Name: Small Drainage Projects - Site 3 Project Number: PL11-025 Associated File Number (s): El 1-006 Mailing requested by: Mailer's signature: 4//7.7. ,(i /v W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBtPION.DOC City of Tukwila Notice of Application Site 3: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of East Marginal Way at the intersection of S. 94th Place. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of two catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:O0pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Loca- City of Tukwila Notice of Application Site 3: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of East Marginal Way at the intersection of S. 94th Place. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of two catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. City of Tukwila Notice of Application Site 3: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of East Marginal Way`at the intersection of S. 94th Place. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of two catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage. This is one of nine projects under review as part i this SEPA application. Tukwila has reviewed the project for probable adverse enviroi mental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental revi- this may be your only opportunity to comment on the environmental impacts of the project. If tin im- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 3: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of East Marginal Way at the intersection of S. 94th Place. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of two catch basins and approximately 200 feet of 12-inch pipe to provide roadway drainage. This is one of nine projects under review as part c this SEPA application. Tukwila has reviewed the project for probable adverse enviroi mental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 Name DESIMNONE TRUST BOEING MERRILL CREEK HOLDINGS LLC TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER MUSEUM OF FLIGHT FOUNDATION KING CO MUSEUM OF FLIGHT TUKWILA COMMUNITY MEMBER CONTAINER PROPERTIES LLC SEATTLE CITY LIGHT BOEING COMPANY THE WOOD MEADOWS LLC BNSF Address 1201 3RD AVE STE 5010 600 UNIVERSITY ST #2820 8801 E MARGINAL WAY S 9026 E MARGINAL WAY S 9100 E MARGINAL WAY S 9110 E MARGINAL WAY S 9112 E MARGINAL WAY S 9120 E MARGINAL WAY S 9124 E MARGINAL WAY S 9126 E MARGINAL WAY S 9130 E MARGINAL WAY S 9134 E MARGINAL WAY S 9201 E MARGINAL WAY S 9210 E MARGINAL WAY S 9220 E MARGINAL WAY S 9229 E MARGINAL WAY S 9230 E MARGINAL WAY S 9303 E MARGINAL WAY S 9305 E MARGINAL WAY S 9404 E MARGINAL WAY S 9404 E MARGINAL WAY S 9725 E MARGINAL WAY S PO BOX 1043 PO BOX 34023 PO BOX 3707 M/C 20-00 PO BOX 654 PO BOX 961089 CityState SEATTLE WA SEATTLE 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 TUKWILA WA KENT WA SEATTLE WA SEATTLE WA KIRKLAND WA FORT WORTH TX Zip 98101 98101 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98108 98035 98124 98124 98083 76161 Cite al J almila Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 _13 day of June in the year 2011 Project Name: Small Drainage Projectte61 Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Reavis Mailer's signature: i'Y/ I7 'A W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Site 4: 2010/2011 Small Drainage Program SEPA Environmental Review Project Location You are receiving this notice because Location: Public Right -of -Way of 44th Ave S between S 122nd Street and S 124th Street File #'s: E11-006 (SEPA File), PLI1-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a new storm drainage collec- tion system within the street right-of-way of 44th Ave S. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmen- tal impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environ- mental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 4: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 44th Ave S between S 122nd Street and S 124th Street File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a new storm drainage collec- tion system within the street right-of-way of 44th Ave S. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmen- tal impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environ- mental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Location: Public Right -of -Way of 44th Ave S between S 122nd ' Site 4: 2010/2011 Small Drainage Street and S 124th Street Program SEPA Environmental Review File #'s: E11-006 (SEPA File), PL11-025 (Project File) , Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a new storm drainage collec- tion system within the street right-of-way of 44th Ave S. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmen- tal impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environ- mental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Location: Public Right -of -Way of 44th Ave S between S 122nd Site 4: 2010/2011 Small Drainage Street and S 124th Street Program SEPA Environmental Review File #'s: E11-006 (SEPA File), PLl 1-025 (Project File) Applicant: Ryan Larson, Senior Surface Water ¢ Engineer,City of Tukwila Property Owner: City of Tukwila j Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a new storm drainage '.c- tion system within the street right-of-way of 44th Ave S. 1 one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmen- tal impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environ- mental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName LastName Address CityState Zip Sam N Rondos 10816 42ND AVE SW SEATTLE WA 98146 Thanh D Nguyen 12055 44TH AVE S SEATTLE WA 98178 Tukwila Community Member 12056 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12062 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 1206444TH AVE S TUKWILA WA 98178 Tukwila Community Member 12065 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12071 46TH AVE S TUKWILA WA 98178 Tukwila Community Member 12072 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12201 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12202 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12202 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12202 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12203 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12203 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12204 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12205 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12205 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12207 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12207 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12208 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12210 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12211 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12212 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12214 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12214 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12215 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12215 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12215 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12216 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12217 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12218 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12218 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12218 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12219 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12220 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12221 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12221 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12222 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12222 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12222 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12223 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12224 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12225 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12226 43RD AVE S TUKWILA WA 98178 Teri L Svedahl 12227 44TH AVE S TUKWILA WA 98178 Lanny L & Linda F Vickers 12227 45TH AVE S SEATTLE WA 98178 Keya M Chisholm 12228 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12229 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12230 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12232 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12232 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12234 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12235 43RD AVE S TUKWILA WA 98178 Chris F & Virginia Jacobsen 12235 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12235 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12236 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12236 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12238 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12238 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12240 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12241 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12242 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12244 42ND AVE S TUKWILA WA 98178 Tukwila Community Member 12244 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12245 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12245 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12245 45TH AVE S TUKWILA WA 98178 Tukwila Community Member 12246 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12247 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12248 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12249 43RD AVE S TUKWILA WA 98178 Tukwila Community Member 12249 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12250 42ND AVE S TUKWILA WA 98178 Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Sang Van Tukwila Tukwila Rudy Leo D Phillip E & Charlene Marcus Pamela J Perri L Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Community Member Community Member Community Member Community Member Community Member Community Member Community Member Tra n Community Member Community Member Knight Brabaker Gearhart Fitterer Valley Blood Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member 12252 45TH AVE S 12253 43RD AVE S 12253 44TH AVE S 12253 45TH AVE S 12254 43RD AVE S 12254 44TH AVE S 12267 43RD AVE S 12269 43RD AVE S 12275 43RD AVE S 12424 42ND AVE S 15127 NE 24TH ST #454 17626 6TH PL S 219 S 107TH 320-1/2 WILLIAMS AVE N 329 KEENE AVE 3713 PARK AVE N 4208 S 124TH ST 4214 S 122ND ST 4220 S 122ND ST 4240 S 122ND ST 4260 S 122ND ST 4302 S 122ND ST 4304 S 124TH ST 4306 S 124TH ST 4310 S 122ND ST 4316 S 124TH ST 4318 S 124TH ST 4402 S 122ND ST 4402 S 124TH ST 4408 S 122ND ST 4408 S 124TH ST 4410 S 122ND ST 4412 S 124TH ST 4426 S 124TH ST 4430 S 122ND ST 4502 S 122ND ST 4504 S 124TH ST TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA REDMOND WA BURIEN WA SEATTLE WA RENTON WA SILVERTON OR RENTON 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 TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98052 98148 98168 98055 97381 98056 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 Hien & Tran Chi Huynh 4631 NE 7TH PL RENTON WA 98059 Tracy B & Cosmina I Henderson 602 NE 63RD ST SEATTLE WA 98115 Ellen F Levack 660 SE CRESCENT DR SHELTON WA 98584 Todd R Rudge 7045 14TH AVE NW SEATTLE WA 98117 Salley H Blake 810 NM ST TACOMA WA 98403 Paul R & Gala Houvener PO BOX 13155 BOTHELL WA 98082 R E Mathias PO BOX 65078 PORT LUDLOW WA 98365 Citg at J u wila Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 _13 day of June in the year 2011 Project Name: Small Drainage Project `' ZO Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Reavi Mailer's signature: WI`-e//bt- ----� W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application-SEPA/Environmental Review Site 5: 2010/2011 Small Drainage Program Location: Within public storm drainage easement at 13800 Tukwila International Blvd (parcel # 734060-1040). File #'s: El 1-006 (SEPA File), PL1 I-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation and replacement of 265 linear feet of 30" storm drain pipe which leads to a rock outfall into an unnamed tributary to Southgate Creek. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmental review so this may be your only opportunity to com- ment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a se- cond comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application—SEPA/Environmental Review Site 5: 2010/2011 Small Drainage Program Location: Within public storm drainage easement at \i, 13800 Tukwila International Blvd (parcel # 734060-1040). File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation and replacement of 265 linear feet of 30" storm drain pipe which leads to a rock outfall into an unnamed tributary to Southgate Creek. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmental review so this may be your only opportunity to com- ment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a se- cond comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. PIN 7340601040 Project Loca- PIN 7340601040 City of Tukwila Notice of Application—SEPA/Environmental Review Site 5: 2010/2011 Small Drainage Program t t Location: Within public storm drainage easement at 13800 Tukwila International Blvd (parcel # 734060-1040). File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation and replacement of 265 linear feet of 30" storm drain pipe which leads to a rock outfall into an unnamed tributary to Southgate Creek. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmental review so this may be your only opportunity to com- ment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued withou+ cond comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application—SEPA/Environmental Review Site 5: 2010/2011 Small Drainage Program Location: Within public storm drainage easement at 13800 Tukwila Intemational Blvd (parcel # 734060-1040). File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation and replacement of 265 linear feet of 30" storm drain pipe which leads to a rock outfall into an unnamed tributary to Southgate Creek. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmental review so this may be your only opportunity to com- ment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a se- cond comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011..You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. vercet PIN 7340601040 Project Loca- Project Loca- You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName Brent James E & Mary S TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Canyon Park Mobile Home Home Home Home Home Home Home Home Home Home Home Home Home Home Home Home Home Home LastName Beck INFINITE YIELD INVEST LLC TREVI LLC BBV-EFS L L C Donaldson COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Address 10048 1ST AVE SW 12405 MUKILTEO SPEEDWAY 12819 SE 38TH ST #282 13007 167TH AVE NE 13216 34TH AVE S 13325 TUKWILA INTERNATIONAL BLVD 13335 37TH AVE S 13345 37TH AVE S 13350 37TH AVE S 13356 35TH AVE S 13356 37TH AVE S 13357 37TH AVE S 13409 40TH AVE S 13410 40TH AVE S 13422 40TH AVE S 13500 TUKWILA INTERNATIONAL BLVD #1 13500 TUKWILA INTERNATIONAL BLVD #2 13500 TUKWILA INTERNATIONAL BLVD #3 13500 TUKWILA INTERNATIONAL BLVD #4 13500 TUKWILA INTERNATIONAL BLVD #5 13500 TUKWILA INTERNATIONAL BLVD #6 13500 TUKWILA INTERNATIONAL BLVD #7 13500 TUKWILA INTERNATIONAL BLVD #8 13500 TUKWILA INTERNATIONAL BLVD #9 13500 TUKWILA INTERNATIONAL BLVD #10 13500 TUKWILA INTERNATIONAL BLVD #11 13500 TUKWILA INTERNATIONAL BLVD #12 13500 TUKWILA INTERNATIONAL BLVD #13 13500 TUKWILA INTERNATIONAL BLVD #14 13500 TUKWILA INTERNATIONAL BLVD #15 13500 TUKWILA INTERNATIONAL BLVD #16 13500 TUKWILA INTERNATIONAL BLVD #17 13500 TUKWILA INTERNATIONAL BLVD #18 CityState Zip SEATTLE WA 98146 LYNNWOOD WA 98087 BELLEVUE WA 98006 REDMOND WA 98052 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 • Canyon Park Mobile Home COMMUNITY MEMBER 13500 TUKWILA INTERNATIONAL BLVD #19 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13502 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13503 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13504 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13505 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13508 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13509 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13510 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13512 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13513 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13514 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13517 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13518 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13520 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13522 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13523 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13524 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13524 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13526 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13527 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13530 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13532 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13533 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13534 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13535 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13536 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13537 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13543 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13550 37TH AVE S # S1 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13550 37TH AVE S # S2 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13550 37TH AVE S # S3 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13550 37TH AVE S # S4 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13550 37TH AVE S # S5 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13552 37TH AVE S # S6 TUKWILA WA 98168 TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER 13552 37TH 13552 37TH 13554 37TH 13554 37TH 13554 37TH 13554 37TH 13556 37TH 13556 37TH 13556 37TH 13556 37TH 13556 37TH 13556 37TH 13558 37TH 13558 37TH 13558 37TH 13558 37TH 13558 37TH 13558 37TH 13560 37TH 13560 37TH AVES # S7 AVES#S8 AVES#10 AVES#11 AVES#12 AVES#S9 AVES#13 AVES#14 AVES#15 AVES#16 AVES#17 AVE S#18 AVES#19 AVES#20 AVES#21 AVES#22 AVES#23 AVE S # 24 AVES#25 AVE S # 26 13560 37TH AVES # 27 13560 37TH AVE S # 28 13560 37TH AVE S # 29 13560 37TH AVES # 30 13562 37TH AVES # 31 13562 37TH AVES # 32 13562 37TH AVES # 33 13562 37TH AVES # 34 13564 37TH AVE S # 35 13564 37TH AVE S # 36 13564 37TH AVE S # 37 13564 37TH AVE S # 38 13601 40TH AVE S 13602 42ND AVE S 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 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 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 TUKWILA COMMUNITY MEMBER 13603 42ND AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 39 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 41 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 42 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 43 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 44 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 45 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 46 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13700 37TH AVE S # 47 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 49 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 50 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 51 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 52 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 53 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 54 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 55 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 56 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 57 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 37TH AVE S # 58 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13702 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13703 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13704 37TH AVE S # 59 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13704 37TH AVE S # 60 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13704 37TH AVE S # 61 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13704 37TH AVE S # 62 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13704 37TH AVE S # 63 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13707 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13708 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13709 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13715 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13719 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13750 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13800 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13802 38TH AVE S TUKWILA WA 98168 James M Gerald T William Samone Y & Chad C TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Ramandeep K Sung Ki Kent & Kristine Khampheng P Wheatley Wheeler Miedema Roberson COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER G rewa I Min TU TAI ENTERPRISES L L C ROBBINS PROPERTIES LLC Hakola Phavong 1536 12TH AVE S 15723 1ST AVE S 17160 NE 5TH ST 21448 MILITARY RD S 3518 S 137TH ST 3519 S 137TH ST 3702 S 138TH ST 3708 S 138TH ST 3714 S 138TH ST 3720 S 138TH ST 3726 S 138TH ST 3730 S 138TH ST 4418 130TH ST SE 4809 70TH AVE W 5039 S 178TH ST 818 SW 142ND ST PO BOX 3270 PO BOX 68324 SEATTLE WA BURIEN WA BELLEVUE WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA EVERETT WA UNIVERSITY PLACE WA SEATAC WA BURIEN WA RENTON WA SEATTLE WA 98144 98148 98008 98188 98168 98168 98168 98168 98168 98168 98168 98168 98201 98467 98188 98166 98056 98168 eitg of J uftwita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 85 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 _ 13 day of June in the year 2011 ^ Project Name: Small Drainage Project , (2 Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Reavis Mailer's signature: g 7) i' �i 1 %` (6 �� W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Site 6: 2010/2011 Small Drainage Program SEPA Environmental Review Project Location Location: Public Right -of -Way of S 122nd Street between 42nd Ave S and 43rd Ave S File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 240 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 6: 2010/2011 Small Drainage Program SEPA Environmental Review Project Location Location: Public Right -of -Way of S 122nd Street between 42nd Ave S and 43rd Ave S File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 240 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 6: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of S 122nd Street between 42nd Ave S and 43rd Ave S File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 240 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the projr timely comments do not identify probable significant adverse impacts that were not considered by the anticip.__.. determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Site 6: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of S 122nd Street between 42nd Ave S and 43rd Ave S File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 240 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still n good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName LastName Address CityState Zip Tukwila Community Member 10249 44TH AVE S TUKWILA WA 98168 Sam N Rondos 10816 42ND AVE SW SEATTLE WA 98146 James W & Kathleen M Crabtree 115 WELLS AVE N RENTON WA 98055 Tukwila Community Member 12029 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12034 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12038 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12040 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12045 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12048 42ND AVE S TUKWILA WA 98168 Everett EIIis 12049 44TH AVE S SEATTLE WA 98178 Everett R EIIis 12049 44TH AVE S SEATTLE WA 98178 Duane M Jr Case 12052 46TH AVE S SEATTLE WA 98178 Tukwila Community Member 12054 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12055 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12056 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12058 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12062 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12064 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12065 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12071 46TH AVE S TUKWILA WA 98168 Tukwila Community Member 12072 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12201 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12202 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12202 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12203 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12203 45TH AVE S TUKWILA WA 98168 Tukwila Community Member 12204 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12205 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12205 45TH AVE S TUKWILA WA 98168 Tukwila Community Member 12207 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12207 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12208 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12210 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12211 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12212 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12214 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12214 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12215 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12215 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12215 45TH AVE S TUKWILA WA 98168 Tukwila Community Member 12216 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12217 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12218 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12218 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12219 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12221 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12221 45TH AVE S TUKWILA WA 98168 Tukwila Community Member 12222 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12222 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12223 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12225 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12226 43RD AVE S TUKWILA WA 98168 Teri L Svedahl 12227 44TH AVE S TUKWILA WA 98178 Lanny L & Linda F Vickers 12227 45TH AVE S SEATTLE WA 98178 Tukwila Community Member 12228 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12229 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12230 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12232 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12232 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12234 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12235 43RD AVE S TUKWILA WA 98168 Chris F & Virginia Jacobsen 12235 44TH AVE S TUKWILA WA 98178 Tukwila Community Member 12235 45TH AVE S TUKWILA WA 98168 Tukwila Community Member 12236 43RD AVE S TUKWILA WA 98168 Tukwila Community Member 12236 44TH AVE S TUKWILA WA 98168 Tukwila Community Member 12238 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 12240 43RD AVE S TUKWILA WA 98168 Jesse C Sr Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Sang Van Rudy Leo D Phillip E & Charlene Marcus Perri L Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Tukwila Albritton Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Tra n Knight Brabaker Gearhart Fitterer Blood Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member Community Member 12241 43RD AVE S 12242 44TH AVE S 12244 42ND AVE S 12245 43RD AVE S 12245 44TH AVE S 12246 44TH AVE S 12247 43RD AVE S 12248 43RD AVE S 12249 43RD AVE S 12249 44TH AVE S 12250 42ND AVE S 12253 43RD AVE S 12253 44TH AVE S 12254 43RD AVE S 12258 42ND AVE S 12267 43RD AVE S 12269 43RD AVE S 15127 NE 24TH ST #454 17626 6TH PL S 219 S 107TH 320-1/2 WILLIAMS AVE N 3713 PARK AVE N 4202 S 122ND ST 4208 S 124TH ST 4210S122NDST 4214S122NDST 4220 S 122ND ST 4240 S 122ND ST 4260 S 122ND ST 4302 S 122ND ST 4304 S 124TH ST 4310S122NDST 4402 S 122ND ST 4408 S 122ND ST TUKWILA WA 98178 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98178 REDMOND WA 98052 BURIEN WA 98148 SEATTLE WA 98168 RENTON WA 98055 RENTON WA 98056 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 Tukwila Tukwila Tukwila Dan Hien & Tran Chi Tracy B & Cosmina I Todd R Salley H Palwinder & Balwinder Joseph P RE Community Member Community Member Community Member Wie ma n Huynh Henderson Rudge Blake Multani Megale COLUMBIA STATE BANK SEATTLE CITY LIGHT Mathias 4410 S 122ND ST 4430 S 122ND ST 4502 S 122ND ST 4547 40TH AVE SW #A 4631 NE 7TH PL 602 NE 63RD ST 7045 14TH AVE NW 810 NM ST 9524 S 237TH PL PO BOX 16344 PO BOX 2156 PO BOX 34023 PO BOX 65078 TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA RENTON WA SEATTLE WA SEATTLE WA TACOMA WA KENT WA SEATTLE WA TACOMA WA SEATTLE WA PORT LUDLOW WA 98168 98168 98168 98116 98059 98115 98117 98403 98031 98116 98401 98124 98365 Cite of J uftwita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 as 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 _13 day of June in the year 2011 Project Name: Small Drainage Project -1 Project Number: PL11-025 4/4 Associated File Number (s): E11-006 Mailing requested by: Jaimie vis Mailer's signature: i', A ,�(. (,' C_� -_ W:\USERS\TERI\TEMPLATESWFFIDAVIT OF DISTRIBUTION.DOC Project Location City of Tukwila Notice of Application Site 7: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 40th Ave S at approximate street address 13400 40th Ave S. File #'s: El 1-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 225 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more dam- age occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Site 7: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 40th Ave S at approximate street address 13400 40th Ave S. File #'s: El1-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 225 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more dam- age occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Site 7: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 40th Ave S at approximate street address 13400 40th Ave S. File #'s: E11-006 (SEPA File), PLI1-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 225 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more dam- age occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the proj f timely comments do not identify probable significant adverse impacts that were not considered by the antics, determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. Project Location City of Tukwila Notice of Application Site 7: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way of 40th Ave S at approximate street address 13400 40th Ave S. File #'s: E11-006 (SEPA File), PL11-025 (Project File) Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Rehabilitation of 225 linear feet of storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more dam- age occurs. This is one of nine small drainage projects throughout the City under SEPA review as part of this application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the environmen- tal review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName LastName Valerie Dewitt Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Konrad Joanne M Poirier Tukwila Community Member Tukwila Community Member Jr Charles N & Diana Bergseth Tukwila Community Member Donald Scanlon Tukwila Community Member Tukwila Community Member Curtiss W Etux Robinson Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member Tukwila Community Member E Greg Schubert Tukwila Community Member James M Wheatley NTC & CO Tukwila Community Member Address 13223 40TH AVE S 13232 40TH AVE S 13235 E MARGINAL WAY S 13242 40TH AVE S 13243 40TH AVE S 13247 40TH AVE S 13250 40TH AVE S 13251 40TH AVE S 13255 40TH AVE S 13258 40TH AVE S 13305 MACADAM RD S 13319 MACADAM RD S 13325 MACADAM RD S 13405 43RD AVE S 13405 MACADAM RD S 13407 42ND AVE S 13409 40TH AVE S 13409 40TH AVE S 13410 40TH AVE S 13411 43RD AVE S 13413 43RD AVE S 13422 40TH AVE S 13425 43RD AVE S 13429 43RD AVE S 13435 43RD AVE S 13505 TUKWILA INTERNATIONAL BLVD 13507 43RD AVE S 13517 42ND AVE S 13517 43RD AVE S 13531 43RD AVE S 1536 12TH AVE S 2329 NE 123RD ST #A 3821 S 132ND PL CityState 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 TUKWILA WA TUKWILA WA SEATTLE 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 TUKWILA WA SEATTLE WA SEATTLE WA TUKWILA WA Zip 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98144 98125 98168 Tukwila Tukwila Tukwila Tukwila Sung Ki Gerald Todd R Glen Homeowners Ass Community Member Community Member Community Member Community Member TUKWILA SCHOOL DISTRICT Min Knudson Smith ROBBINS PROPERTIES LLC Cascade 3825 S 132ND PL 3829 S 132ND PL 3830 S 132ND PL 3833 S 132ND PL 4640 S 144TH ST 4809 70TH AVE W 6402 S 144TH ST #1 8129 HUDSON PL 818 SW 142ND ST PO BOX 68934 TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA UNIVERSITY PLACE WA TUKWILA WA LAKEWOOD WA BURIEN WA TUKWILA WA 98168 98168 98168 98168 98168 98467 98168 98498 98166 98168 eitci crf J u:Fuuila Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 _14 day of _June in the year 2011 Project Name: Small Drainage Projects - Site 8 Project Number: PL11-025 Associated File Number (s): El 1-006 Mailing requested by: Jaimie Reavis Mailer's signature: W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Site 8: 2010/2011 Small Drainage Program SEPA Environmental Review s 150711 ST 1 SE a ACCI151N5aG11 APAIIfNT PARING AREA - • PROJECT LOCATION Location: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (parcel #222304-9058). Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of ladder and plat- form for maintenance access to the flow control struc- ture. A trash rack will also be installed to prevent debris from clogging the structure. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated deter- mination the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your ap- peal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 8: 2010/2011 Small Drainage Program SEPA Environmental Review 5 150111 5T 1 —1 Location: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (parcel #222304-9058). Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of ladder and plat- form for maintenance access to the flow control struc- ture. A trash rack will also be installed to prevent debris from clogging the structure. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated deter- mination the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your ap- peal rights by calling 206-431-3659. 1 1 91E 8 AD:68 8U00UI APAPIIdT PAfi8IG AREA PROJECT LOCATION City of Tukwila Notice of Application Site 8: 2010/2011 Small Drainage Program SEPA Environmental Review 5 15018 51 , V11jLlst.sT1 F, / �y salvmrlm am � Y 1548110 Location: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (parcel #222304-9058). Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of ladder and plat- form for maintenance access to the flow control struc- ture. A trash rack will also be installed to prevent debris from clogging the structure. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental revie•- this may be your only opportunity to comment on the environmental impacts of the project. If time comments do not identify probable significant adverse impacts that were not considered by the anticipated uerer- mination the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your ap- peal rights by calling 206-431-3659. 1 17-1 STE 8 ACaSS ROM APARDADIT Pawn AREA • You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 8: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (parcel #222304-9058). Applicant: Ryan Larson, Senior Surface Water Engineer, City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of ladder and plat- form for maintenance access to the flow control struc- ture. A trash rack will also be installed to prevent debris from clogging the structure. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determina- tion of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated deter- mination the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your ap- peal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName Pei Wai Roy TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Donald SOUND TRANSIT TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA LastName MG ACRES APARTMENTS LP Chiu COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER WEST FREEMAN PROPERTIES Eagan Cpsrta COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER SIDHU HOMES INC COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Address 10505 SORRENTO VALLEY RD 13942 SE 158TH ST 14811 46TH LN S 14813 46TH AVE S 14816 46TH LN S 14817 46TH LN S 14824 46TH AVE S 14825 46TH LN S 14828 46TH LN S 14831 46TH LN S 14837 46TH LN S 14904 46TH AVE S 14911 46TH AVE S 14913 46TH AVE S 14914 46TH AVE S 14915 46TH AVE S 15015 43RD PL S 15021 43RD PL S 15022 43RD PL S 15029 43RD PL S 15030 43RD PL S 15046 43RD PL S 15122 42ND AVE S 1810 15TH AVE SUITE C 2802 S 146TH ST 401 S JACKSON ST 4216 S 150TH ST 4218 S 150TH ST 4220 SOUTHCENTER BLVD 4221 S 150TH ST 4224 S 148TH ST 4225 S 150TH ST 4230 S 150TH ST 4230 SOUTHCENTER BLVD 4233 S 150TH ST 4234 S 150TH ST CityState Zip SAN DIEGO CA 92121 RENTON WA 98058 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 SEATTLE WA 98122 SEATTLE WA 98168 SEATTLE WA 98104 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 Michael1 TUKWILA TUKWILA Khanh C & Bich T TUKWILA James T & Mary L TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Charles & Marie TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Guerzon COMMUNITY MEMBER COMMUNITY MEMBER Tra n COMMUNITY MEMBER Dunaway COMMUNITY MEMBER WILBURN PAUL LLOYD COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Parrish MERYHEW VERN AND JOAN TRUST COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER 4234 S 154TH ST 4234 SOUTHCENTER BLVD 4238 S 150TH ST 4242 S 150TH ST 4245 S 148TH ST 4246 S 150TH ST 4253 S 148TH ST 4255 S 150TH ST 4257 S 148TH ST 4302 S 150TH ST 4306 S 150TH ST 4310 S 150TH ST 4314 S 150TH ST 4319 S 150TH ST 4320 S 150TH ST 4324 S 150TH ST 4328 S 150TH ST 4405 S 150TH ST 4408 S 150TH ST 4409 S 150TH ST 4411 S 148TH ST 4412 S 150TH ST 4414 S 150TH ST 4415 S 150TH ST 4416 S 150TH ST 4417 S 148TH ST 4430 S 150TH ST 4431 S 148TH 4431 S 148TH ST 4433 S 148TH ST 4434 S 150TH ST 4440 S 150TH ST 4444 S 150TH ST 4447 S 148TH ST 4452 S 150TH ST 4462 S 150TH ST 4510 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4520 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4605 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4607 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4608 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4615 S 148TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4615 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4618 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4620 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4621 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4624 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4626 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4628 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4630 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4633 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4636 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4638 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4642 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4645 S 148TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4646 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4650 S 150TH ST TUKWILA WA 98188 Kevin M & Andrea L Elicker 4651 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4653 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4656 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4658 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4708 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4801 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4802 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4803 S 150TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4805 S 150TH ST TUKWILA WA 98188 TUKWILA William A Sharon Troy & Tami Patricia 0 Freddie N TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA COMMUNITY MEMBER Looney Vote Doughty Young Ferrer COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER 4807 S 150TH ST PO BOX 1435 PO BOX 68023 PO BOX 68277 PO BOX 68602 PO BOX 69345 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4510 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4520 SOUTHCENTER 4530 SOUTHCENTER 4530 SOUTHCENTER 4530 SOUTHCENTER BLVD Apt 1101 BLVD Apt1102 BLVD Apt1103 BLVD Apt1104 BLVD Apt J105 BLVD Apt J106 BLVD Apt J107 BLVD Apt J108 BLVD Apt J109 BLVD Apt J110 BLVD Apt1111 BLVD Apt1112 BLVD Apt 1101 BLVD Apt 1102 BLVD Apt 1103 BLVD Apt 1104 BLVD Apt 1105 BLVD Apt 1106 BLVD Apt 1107 BLVD Apt 1108 BLVD Apt 1109 BLVD Apt 1110 BLVD Apt 1111 BLVD Apt 1112 BLVD Apt 1113 BLVD Apt 1114 BLVD Apt 1115 BLVD Apt 1116 BLVD Apt H101 BLVD Apt H102 BLVD Apt H103 TUKWILA WA TACOMA WA SEATTLE WA SEATTLE WA SEATTLE WA SEATTLE 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 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 98188 98401 98168 98168 98168 98168 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 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H105 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H106 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BIND Apt H107 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H108 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H109 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H110 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H111 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4530 SOUTHCENTER BLVD Apt H112 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G105 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G106 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G107 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G108 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G206 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G207 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G208 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G209 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G306 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G307 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G308 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4706 SOUTHCENTER BLVD Apt G309 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4710 SOUTHCENTER BLVD Apt F305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E105 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E106 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E107 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E108 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E109 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E110 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E111 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E112 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E206 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E207 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E208 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E209 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E210 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E211 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E212 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E213 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E306 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E307 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E308 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E309 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E310 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E311 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E312 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4714 SOUTHCENTER BLVD Apt E313 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4718 SOUTHCENTER BLVD Apt D305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C105 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C106 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C107 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C108 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C109 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C110 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C111 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C112 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C206 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C207 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C208 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C209 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C210 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C211 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C212 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C213 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C306 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C307 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C308 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C309 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C310 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C311 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C312 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4722 SOUTHCENTER BLVD Apt C313 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B105 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B106 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B107 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B108 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B206 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B207 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B208 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B209 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B305 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B306 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B307 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B308 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4726 SOUTHCENTER BLVD Apt B309 TUKWILA WA 198188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A101 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A102 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A103 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A104 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A201 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A202 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A203 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A204 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A205 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A301 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A302 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A303 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A304 TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 4732 SOUTHCENTER BLVD Apt A305 TUKWILA WA 98188 Ott" al J al>: c i& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Svedahl HEREBY DECLARE THAT: _Teri 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 _13 day of June in the year 2011 Project Name: Small Drainage Project cCYZ q Project Number: PL11-025 Associated File Number (s): E11-006 Mailing requested by: Jaimie Re is 7) Mailer's signature: i4l /`4,6,e„ .__-`_ W:\USERS\TERI\TEMPLATES\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Site 9: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at the north side of the intersection of Tukwila Parkway and Andover Park East. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a trash rack on the existing culvert en- trance to keep debris out of the 8-foot diameter culvert and to improve the ease of maintenance. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 5r" -"-'— City of Tukwila Notice of Application Site 9: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at the north side of the intersection of Tukwila Parkway and Andover Park East. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a trash rack on the existing culvert en- trance to keep debris out of the 8-foot diameter culvert and to improve the ease of maintenance. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. City of Tukwila Notice of Application Site 9: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at the north side of the intersection of Tukwila Parkway and Andover Park East. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a trash rack on the existing culvert en- trance to keep debris out of the 8-foot diameter culvert and to improve the ease of maintenance. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review s- this may be your only opportunity to comment on the environmental impacts of the project. If timely ments do not identify probable significant adverse impacts that were not considered by the anticipated determiva- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. "ou are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Site 9: 2010/2011 Small Drainage Program SEPA Environmental Review Location: Public Right -of -Way at the north side of the intersection of Tukwila Parkway and Andover Park East. Applicant: Ryan Larson, Senior Surface Water Engineer,City of Tukwila Property Owner: City of Tukwila Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Installation of a trash rack on the existing culvert en- trance to keep debris out of the 8-foot diameter culvert and to improve the ease of maintenance. This is one of nine projects under review as part of this SEPA application. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: There will be a single integrated comment period for the environmental review so this may be your only opportunity to comment on the environmental impacts of the project. If timely com- ments do not identify probable significant adverse impacts that were not considered by the anticipated determina- tion the DNS will be issued without a second comment period. Your written comments on the project are re- quested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on July 1, 2011. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 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 FirstName TUKWILA TUKWILA TUKWILA James R & Loren S Frohmuth TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Ping & Den Wenfeng Michael D TUKWILA Kevin G TUKWILA TUKWILA David LastName LOWE'S HIW INC COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Nelsen BETA TUKWILA LLC JOHN C RADOVICH L L C COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER ROYAL COACHMAN ASSOCIATES LLC Lin KC HOUSING AUTHORITY Alhadeff SEATTLE MORTGAGE CREDIT CONCEPTS MALYS SCHNEIDER HOMES INC Klotz COMMUNITY MEMBER COMMUNITY MEMBER Rodriguez Address 101 ANDOVER PARK E #200 112 ANDOVER PARK E 15455 65TH AVE S 15460 65TH AVE S 16113 W VALLEY HWY 18827 BOTHELL WAY NE #110 2835 82ND AVE SE STE 300 301 TUKWILA PKWY 307 TUKWILA PKWY 309 TUKWILA PKWY 311 TUKWILA PKWY 313 TUKWILA PKWY 319 TUKWILA PKWY 321 TUKWILA PKWY 325 TUKWILA PKWY 327 TUKWILA PKWY 331 TUKWILA PKWY 339 TUKWILA PKWY 341 TUKWILA PKWY 345 TUKWILA PKWY 349 TUKWILA PKWY 415 BAKER BLVD #200 4739 149TH AVE SE 600 ANDOVER PARK W 6305 BEACH DR SW 6450 SOUTHCENTER BLVD 6450 SOUTHCENTER BLVD 6450 SOUTHCENTER BLVD 6510 SOUTHCENTER BLVD STE 6532 S 154TH ST 6532 SOUTHCENTER BLVD 6542 SOUTHCENTER BLVD 6550 SOUTHCENTER BLVD CityState TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA BOTHELL WA MERCER ISLAND 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 BELLEVUE WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA 1 TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA Zip 98188 98188 98188 98188 98188 98011 98040 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98006 98188 98136 98188 98188 98188 98188 98188 98188 98188 98178 TUKWILA TUKWILA TUKWILA TUKWILA William E COMMUNITY MEMBER COMMUNITY MEMBER SCHNEIDER GERALD E #15523 COMMUNITY MEMBER COMMUNITY MEMBER SEATTLE CITY OF Wsdot OPEN FRAME LLC Robb Pro Golf Discount, Inc. Tux Shop WinStaffing, LLC Discount Gun Sales, LLC Tan Elite Paper Zone Clearwater Spas & Stoves Rockier Woodworking/Hardware Rockier Woodworking/Hardware US DOD Recruiting Facility Acme Bowling, LLC EQPT C&C Communications Qdoba Mex Grill/ZRC Oper dba UPS Store (Chas Group dba) Marinepolis USA, Inc. 6550 SOUTHCENTER BLVD 70 ANDOVER PARK W 7517 GREENWOOD AVE N 80 ANDOVER PARK W 90 ANDOVER PARK W PO BOX 34018 PO BOX 47338 PO BOX 654 PO BOX 830 301 TUKWILA PKY 311 TUKWILA PKY 319 TUKWILA PKY 321 TUKWILA PKY 325 TUKWILA PKY 331 TUKWILA PKY 339 TUKWILA PKY 345 TUKWILA PKY 345 TUKWILA PKY 349 TUKWILA PKY 100 ANDOVER PARK W #100 100 ANDOVER PARK W #110 100 ANDOVER PARK W #120 100 ANDOVER PARK W #130 100 ANDOVER PARK W #150 100 ANDOVER PARK W #160 TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA OLYMPIA WA KIRKLAND WA BLACK DIAMOND 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 98188 98188 98103 98188 98188 98124 98504 98083 98010 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 98188 Now Cn+y UP.hs � L_ CITY OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION The City of Tukwila Public Works Department has filed an application for SEPA/Environmental Review of 2010/2011 Small Drainage Program. The SEPA application includes nine projects: two projects are for construction of new storm drainage improvements, seven projects are for maintenance of existing storm drainage facilities. A map of each the nine project locations and a project description for each location is included below. Projects applied for include: E11-006 (SEPA Application) Other known required permits include: Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife. Studies required with the applications include: None. FILES AVAILABLE FOR PUBLIC REVIEW The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., Friday, July 1, 2011. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non - significance (DNS) using the optional DNS process in WAC 197-11-355. This may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts that were not considered by the anticipated determination the DNS will be issued without a second comment period. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431-3670. For further information on this proposal, contact Jaimie Reavis at (206) 431-3659, Jaimie.Reavisna,TukwilaWA.gov or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: June 3, 2011 Notice of Completeness Issued: June 10, 2011 Notice of Application Issued: June 17, 2011 Below is a description of the location of the project site, followed by a brief project description for each location. Site .1— Wells Trucking: Public Storm Drainage Easement on property located at12677 East Marginal Way (tax parcel 7345600766). vs. t entA WSJ ?8/h • c Nrav Project Location City maintenance crews have identified a public storm drain on this site that is severely corroded and damaged by an overlying structure. The project proposal is to replace and re-route approximately 250 feet of storm drain around the existing structure to provide continued function. The existing pipe will be abandoned in place. Site 2— Tukwila International Boulevard: Public Right of Way at approximate street address 11700 Tukwila International Boulevard City maintenance crews have identified 80 linear feet of storm drain pipe and 2 catch basins that require replacement due to age and damage. The lower pipe reach collects flow from a private storm water facility for the adjacent office park as well as an intermittent unnamed tributary to Riverton Creek. During high flows, the inlet frequently plugs, resulting in slope erosion and debris flows onto Tukwila International Blvd. The project proposal is to restore the berm, install an improved trash rack, and replace rock erosion protection on the overflow down the slope. The riprap on this slope extends far beyond this localized _ drainage, so it appears to be providing a general slope R°AD buttress function as well. Site 3— East Marginal Way: Public Right of Way of East Marginal Way at the intersection with South 94th Place. This project proposes to install 2 catch basins and approximately 200 feet of 12- inch pipe to provide roadway drainage to address the problem of ponding within the right-of-way. Site 4— 44th Avenue South: Public Right of Way of 44th Avenue South between South 122nd Street and South 124th Street. No formal storm drainage collection system exists on 44th Ave. S between S 122nd Street and S 124th Street. This results in numerous puddles and the potential for runoff from the public right-of-way to damage private residential properties during periods of high rainfall. The purpose of the proposed improvements is to provide a new conveyance system. Parcel PIN : 7340601040, Project Location Project Location S 122nd St S 124th St Project Location 122nd St Site 5— Evergreen Foods: Public Storm Drainage Easement on the property located at 13800 Tukwila International Blvd (tax parcel 7340601040). City maintenance crews have identified 265 linear feet of 30-inch storm drain pipe that requires rehabilitation or replacement due to age and damage. Trenchless rehabilitation is being used to minimize impacts where feasible, but a portion of this project will require removal and replacement due to the severity of pipe damage. The pipe that requires replacement is currently routed above grade with a number of separated joints, down the slope to a rock outfall into an unnamed tributary to Southgate Creek. Site 6— South 122nd Street: Public Right of Way of South 122nd Street between 42nd Avenue South and 43rd Avenue South. City maintenance crews have identified 240 linear feet of CMP storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. Site 7— 40th Avenue South: Public Right of Way at approximate street address 13400 40th Avenue South. Project Location City maintenance crews have identified 225 linear feet of CMP storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. Site 8— Control Structure Access: Flow control structure within regional detention facility located at 4250 Southcenter Blvd (tax parcel 22230490.58). Sound Transit permitted and constructed this outfall structure on Gilliam Creek in 2009 and turned the facility over to Tukwila for maintenance. The structure is highly prone to plugging with debris and has no trash rack. Additionally, the structure has no safe access for workers to remove debris from the control structure. To address these issues, this project proposes installation of a ladder and platform for maintenance access to the flow control structure, as well as installation of a trash rack to prevent debris from clogging the structure. Site 9— Gilliam Creek Trash Rack: Public Right of Way at the north side of the intersection of Tukwila Parkway with Andover Park East. This 8-foot diameter culvert is prone to plugging with fallen trees and branches during the winter. The City proposes to install a trash rack on the existing culvert entrance to keep debris out of the pipe and improve the ease of maintenance. PROJECT LOCATION Project Location City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION June 10, 2011 Ryan Larson 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: SEPA Review of 2010/2011 Small Drainage Projects E11-006 (SEPA File Number) PL11-025 (Land Use Project Number) Dear Mr. Larson: Your application for SEPA/Environmental Review of the City of Tukwila 2010/2011 Small Drainage Program is considered complete on June 10, 2011 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431-3659 or jreavis@ci.tukwila.wa.us. Sincerely, Jaimie Reavis Assistant Planner cc. E11-006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City Aukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0001 Permit Number: E11-006 Address: Status: PENDING Suite No: Applied Date: 06/08/2011 Applicant: RYAN LARSON, CITY OF TUKWILA PUBLIC WORKS Issue Date: Receipt No.: R11-01493 Initials: WER User ID: 1655 Payment Amount: $1,890.00 Payment Date: 07/18/2011 10:41 AM Balance: $0.00 Payee: 412.98.594.382.41.00 - 91041201.1000.107 TRANSACTION LIST: Type Method Descriptio Amount Payment Other Authorization No. ACCOUNT ITEM LIST: Description 1,890.00 Account Code Current Pmts MAPS/PUBLIC/MAILING 000.341.500 400.00 SEPA 000.345.831 1,490.00 Total: $1,890.00 doc: Receiot-06 Printed: 07-18-2011 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail:: tukplan@tukwilawa.gov SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: Z h['Mge . Ctitr .7 File Number: g )1 - 00 6 Application Complete Date: (o I to r I Project File Number: c Z 11 - p�5 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 2010/2011 SMALL DRAINAGE PROGRAM LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. The project is a drainage improvement program consisting of 7 sites within the public right of way or on drainage easements. Locations of each site are as follows: Site 1— Wells Trucking: Public Storm Drainage Easement on tax parcel 7345600565, 12677 East Marginal Way. SW1/4, Section 10, T23N, R4E. Site 2 — Tukwila International Boulevard: Public Right of Way at approximate street address 11700 Tukwila International Boulevard. SE1/4, Section 9, T23N, R4E. Site 3 — East Marginal Way: Public Right of Way of East Marginal Way at the intersection with South 94th Place. NEI/4, Section 4, T23N, R4E. Site 4 — 44rh Avenue South: Public Right of Way of 44th Avenue South between South 122nd Street and South 124th Street. SE1/4, Section 10, T23N, R4E. Site 5 — Evergreen Foods: Public Storm Drainage Easement on tax parcel 7340601040, 13800 Tukwila International Boulevard. SW1/4, Section 15, T23N, R4E. Site 6 — South 122nd Street: Public Right of Way of South 122nd Street between 42nd Avenue South and 43rd Avenue South. SE1/4 Section 10, T23N, R4E. Site 7 — 40th Avenue South: Public Right of Way at approximate street address 13400 40th Avenue South. NWl/4, Section 15, T23N, R4E. Site 8 — Control Structure Access: Public Storm Drainage Easement on tax parcel 0042000280, 4300 Southcenter Boulevard. SE1/4, Section 22, T23N, R4E. Site 9 — Gilliam Creek Trash Rack: Public Right of Way at the north side of the intersection of Tukwila Parkway with Andover Park East. SE1/4, Sec 23, T23N, R4E. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc DEVELOPMENT COORDIN'''OR : 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: Ryan Larson, City of Tukwila Public Works Address: 6200 Southcenter Boulevard, Tukwila, WA 98188 Phone: 206.431.2456 FAX: E-mail: Ryan.Larso Tukwi . ' fA.gov Signature: Date: ak K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc COMPLE IT APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: V 1. Application Checklist (1 copy) indicating items submitted with application. V 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). y/ 3. One set of all plans reduced to 8 1/2" x 11" o 1" x 17 . 4. Application Fee: See Land Use Fee Schedule online at www.tukwilawa.gov/dcd/dcdplan.html. . 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: 6. Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 7. Pay the fee as established by the Land Use Fee Schedule (online at www.tukwilawa.gov/dcd/dcdplan.html) for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule (online at www.tukwilawa.gov/dcd/dcdplan.html. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Check items submitted with application Information Requirt... May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: X 9. Vicinity Map with site location. N/A 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines (online at www.tukwilawa.gov/pubwks/cablist.html) and Sensitive Area Special Study Guidelines (online at www.tukwilawa.gov/dcd/dcdplan.html) for additional information. X 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitling\FINAL 2010-2011 SDP SEPA checklist.doc CITY - JF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: tukplan@tukwilawa.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), (state), on , 20 (Print Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF , 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on K:\PROJECTS\TUKWILA\1 0013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc City of Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: G g' 20/ Applicant Name: Ryan Larson, City of Tukwila Public Works Street Address: 6200 Southcenter Boulevard City, State, Zip: Tukwila, WA 98188 Telephone: 206.431.2456 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\2010-2011 SDP SEPA checklist.doc Page 1 City c:Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please circle appropriate response. NO - Continue to Question 2-0 41121, Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please circle appropriate response. NO - Continue to Question 3-0 EIP Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please circle appropriate response. NO - Continue to Question 4-0 CESContinue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. NO - Continue to Question 5-0 Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please circle appropriate response. NO Continue to Question 6-0 YES - Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle a propriate response. O Checklist Complete YES — Checklist Complete K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting\2010-2011 SDP SEPA checklist.doc Page 2 City of Tukwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO - Continue to Question 1-2 61) Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 1-3 ODContinue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please circle appropriate response. Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\2010-2011 SDP SEPA checklist.doc Page 3 City of Tukwila ESA Screening Checklist Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\2010-2011 SDP SEPA checklist.doc Page 4 City ' - "ukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3-2 ES Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-3 4 Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross -sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross -sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. (NO)Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-6 a) Continue to Question 3-6 K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\2010-2011 SDP SEPA checklist.doc Page 5 City "ukwila ESA Screening Checklist Part D (continued) 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate). as described in Cooke (1996) should be included. Please circle appropriate response. Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) Continue to Question 4-0 (Page 2) K:\PROJECTS\TUKWILA\10013 - 2010 Srimall Drainage\DESIGN\Data & Reports\Permitting\2010-2011 SDP SEPA checklist.doc Page 6 SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: 2010/2011 Small Drainage Program 2. Name of Applicant: City of Tukwila 3. Date checklist prepared: June 3, 2011 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated between July, 2011 and October, 2011. Sensitive area work will be completed prior to September 15, 2011 or as required by the HPA. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 9. List any government approvals or permits that will be needed for your proposal. Washington Department of Fish and Wildlife — Hydraulic Project Approval Agency Comments K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting \FINAL 2010-2011 SDP SEPA checklist.doc Page 1 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The 2010/2011 Small Drainage Program provides necessary maintenance and repair to the public storm drainage system in 9 locations throughout the City of Tukwila. A description of each location is included below: Site 1— Wells Trucking: City maintenance crews have identified a public storm drain on this site that is severely corroded and damaged by an overlying structure. The project will replace and reroute approximately 250 feet of storm drain around the existing structure to provide continued function. The existing pipe will be abandoned in place. Site 2 — Tukwila International Boulevard: City maintenance crews have identified 80 LF of storm drain pipe and 2 catch basins that requires replacement due to age and damage. The lower pipe reach collects flow from a private storm water facility for the adjacent office park as well as an intermittent unnamed tributary to Riverton Creek. During high flows, the inlet frequently plugs, resulting in slope erosion and debris flows onto Tukwila International Boulevard. The project will restore the berm, install an improved trash rack, and replace rock erosion protection on the overflow down the slope. The riprap on this slope extends far beyond this localized drainage, so it appears to be providing a general slope buttress function as well. Site 3 — East Marginal Way: This area of East Marginal Way is prone to constant ponding within the right of way. This project will install 2 catch basins and approximately 200 feet of 12 inch pipe to provide the necessary roadway drainage. Site 4 — 44`h Avenue South: No formal storm drainage collection system exists on 44th Avenue South between South 122nd Street and South 124`h Street. This results in numerous puddles and the potential for runoff from the public right of way to damage private residential properties during periods of high rainfall. The purpose of the proposed improvements is to provide a new conveyance system. Site 5 — Evergreen Foods: City maintenance crews have identified 265 LF of 30" storm drain pipe that requires rehabilitation or replacement due to age and damage. Trenchless rehabilitation is being used to minimize impacts where feasible, but a portion of this project will require removal and replacement due to the severity of pipe damage. The pipe that requires replacement is currently routed above grade with a number of separated joints, down the slope to a rock outfall into an unnamed tributary to Southgate Creek. Site 6 — South 122nd Street: City maintenance crews have identified 240 LF of CMP storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 2 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Site 7 — 4Oth Avenue South: City maintenance crews have identified 225 LF of CMP storm drain pipe that is failing due to age and corrosion. The pipe is still in good enough condition for sliplining, so the City would like to perform the slipline before more damage occurs. Site 8 — Control Structure Access: Sound Transit permitted and constructed this outfall structure on Gilliam Creek in 2009 and turned the facility over to Tukwila for maintenance. The structure is highly prone to plugging with debris and the structure has no safe access for workers to remove debris from the control structure and no trash rack. Site 9 — Gilliam Creek Trash Rack: This 8' diameter culvert is prone to plugging with fallen trees and branches during the winter. The City wishes to install a trash rack on the existing culvert entrance to keep debris out of the pipe and improve the ease of maintenance. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by, the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. All sites are located within the public right of way or on drainage easements on private property. The location of each site is included below: 7 3 i/00 7 (o (p Site 1 — Wells Trucking: Public Storm Drainage Easement on tax parcel -73-45609565, 12677 East Marginal Way. SW1/4, Section 10, T23N, R4E. Site 2 — Tukwila International Boulevard: Public Right of Way at approximate street address 11700 Tukwila International Boulevard. SE1/4, Section 9, T23N, R4E. Site 3 — East Marginal Way: Public Right of Way of East Marginal Way at the intersection with South 94th Place. NEI/4, Section 4, T23N, R4E. Site 4 — 44`h Avenue South: Public Right of Way of 44th Avenue South between South 122nd Street and South 124th Street. SE1/4, Section 10, T23N, R4E. ite 5 - Evergreen Foods: Public Storm Drainage Easement on tax parcel t 7340601040, 13800 Tukwila International Boulevard. SW1/4, Section 15, T23N, R4E. tSite 6 — South 122nd Street: Public Right of Way of South 122nd Street between 42nd Avenue South and 43rd Avenue South. SE1/4 Section 10, T23N, R4E. Site 7 — 4Oth Avenue South: Public Right of Way at approximate street address 13400 40`h Avenue South. NW1/4, Section 15, T23N, R4E. Site 8 — Control Structure Access: Public Storm Drainage Easement on tax parcel 9942999285 4300 Southcenter Boulevard. SE1/4, Section 22, T23N, R4E. 1,22 30N ' go0g K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 3 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments —Site 9 — Gilliam Creek Trash Rack: Public Right of Way at the north side of the intersection of Tukwila Parkway with Andover Park East. SE1/4, Sec 23, T23N, R4E. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Sites 1, 2, 3, 4, 5, 6 — No. Site 7 — Yes, Type 3 Stream in Pipe. Site 8 — Yes, Type 3 Stream in Pipe. Site 9 — Yes, Type 2 Stream in Pipe B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: ✓✓t� Sites 2,5,7,8 — Hilly. ✓ ✓r/./ Sites 1,3,4,6,9 - Flat. b. What is the steepest slope on the site (approximate percent slope)? Sites 2 and 5 have roadway embankment slopes of approximately 2:1 (45%). Sites 7 and 8 have roadway and pond embankment slopes of 3:1 (33%). Sites 1,3,4, 6, and 9 slopes are less than 10%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Glacial Till and roadway fill materials. No agricultural soils or prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Sites 2 and 5 have some minor erosion associated with the failing storm drainage system that this project will repair. , K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 4 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Sites 1,2, 3, 4, and 5 require excavation and backfill to replace the failing storm drainage pipe segments or install new storm drain; however, there will be no change in final grades compared to the existing conditions. Excavated material that is not suitable for backfill will be replaced with clean fill from a WSDOT approved pit source. There is not excavation or clearing associated with sites 6, 7,8,or9. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. Erosion could result as a result of trench excavation on sites 1,2,3,4, and 5. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? There is no change in impervious surface as a result of this project. All sites will be restored to match existing conditions. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion and Sediment Control Best Management Practices (BMP's) will be installed prior to any land disturbing activities. These include silt fencing, catch basin inserts, erosion control blanket, and other measures as necessary. Sites 2 and 5 will be restored with native plantings. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction activities will generate onsite dust and emissions from equipment operation. The dust will be created from excavation, backfill, and restoration of the areas of pipe installation and replacement. These effects are anticipated to be temporary, minor, and largely contained at and within short distances from the proposed project site. There are no impacts to the air after project completion. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 5 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No off site sources of emissions or odor have been identified that will affect the proposed project. c. Proposed measures to reduce or control emissions or other impacts to air, if any: The construction contractor will be required to comply with PSCAA Regulation I, Section 9.15 requiring reasonable precautions to avoid dust emissions. Construction -industry BMPs will be incorporated into construction plans and contractor specifications. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Site 2 is adjacent to a seasonal drainage channel that drains into the Tukwila International Boulevard storm drain system and then into Riverton Creek. Site 5 is a roadway drainage outfall adjacent to and discharging to a tributary branch of Southgate Creek. Site 6 is a roadway drainage outfall adjacent to and discharging to the Duwamish River. Site 7 is a piped reach of Southgate Creek. Site 8 is within the Sound Transit detention pond in Gilliam Creek. Site 9 is a piped reach of Gilliam Creek. All sites are located in the Green/Duwamish watershed. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Sites 1 and 3 — No. Site 2 — Adjacent to seasonal drainage channel for replacement of failing pipe. Site 5 — Adjacent of tributary branch for replacment of failing pipe and outfall protection. Site 6 — Trenchless rehab of existing pipe adjacent to Duwamish River. Site 7 — Trenchless rehab of existing piped reach of Southgate Creek. Sites 8 and 9 Installation of debris barrier fabrications on existing drainage facilities. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 6 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. Estimate the amount of fill and dredge material that would be placed in or. removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Site 2 — Remove and replace 3 CY from drainage channel. Site 5 — Remove and replace 4 CY at outfall of storm drain pipe. No fill or excavation is proposed on other sites. Clean fill material will be obtained from a WSDOT certified pit source. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No permanent withdrawals or diversions. Work will be completed during periods of zero precipitation in the drier summer months; however, any base flows present will be temporarily diverted around the active work zone during pipe replacement or rehabilitation activities. Sites 7, 8, and 9 are anticipated to have minor base flows. Temporary diversion will be in accordance with HPA requirements. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Sites 7, 8, and 9 are within the streamchannels as described previously. Other sites are not within the 100-year floodplain. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No. 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: None. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 7 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. All sites are repairs to the public storm drainage system that provides collection and conveyance from existing adjacent roadway, residential and commercial land uses. No additional runoff will be generated by the project. 2. Could waste materials enter ground or surface waters? If so, generally describe. Waste material stored and used for this project will likely be petroleum fuel products associated with construction. Release of waste material could potentially occur from accidental fuel leaks or spills. A spill control plan will be in place for this work. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: During construction, standard BMPs may include, but are not limited to temporary sediment and erosion control measures such as installation of catch basin inserts, silt fences, straw bale check dams, straw mulching, and plastic covering, as well as other requirements imposed by City of Tukwila and state regulations and the approved HPA permit. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation: Himalayan blackberry, Scot's broom K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 8 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. What kind and amount of vegetation will be removed or altered? Site 2 — Approximately 10 Alder trees, 8"-15" DBH and clearing of approximately 1500 Square Feet of grasses, Scot's broom and himalayan blackberry will be removed for the pipe replacement. Site 5 — Approximately 1000 Square Feet of clearing grasses, Scot's broom, and himalayan blackberry will be required for pipe replacement. There is no vegetation removal required on other sites.. c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Ground disturbance and clearing on sites 2 and 5 will be mitigated by planting native plant species over all disturbed areas as shown on the attached Plans. Restoration will include placement of fine mulch, temporary erosion control blanket, and planting of vine maple, oregon grape, thimbleberry, and snowberry. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. The Duwamish River adjacent to Site 6 is a migration route for Salmonids; however, the storm drain pipe outfall includes a flap gate to prohibit river flows back into the drainage system. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 9 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Proposed measures to preserve or enhance wildlife, if any: Native plant restoration of disturbed areas is included on Sites 2 and 5. Repair of failing pipe systems will reduce erosion and sediment transport in downstream water courses. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Not Applicable. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. During construction, the potential exists for accidental spills of small quantities of petroleum products used in support of construction, such as diesel fuel or lubricating oil. If appropriate preventive or remediation measures are not taken, these products could infiltrate into the ground, which could lead to contamination of soils and ultimately groundwater. Contaminants in dust could be dispersed over larger areas and could therefore be inhaled by humans and animals or ultimately distributed for uptake by plants. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 10 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. Describe special emergency services that might be required. No special emergency services will be required for the proposal. No additional police, firefighting, or other emergency services, other than those that will normally be required at a construction site, will be necessary. 2. Proposed measures to reduce or control environmental health hazards, if any: • BMPs will be used during construction to prevent spills. • Prior to construction, professional utility locate services will be contacted to mark utilities along the corridor. • A health and safety plan will be completed that will document specific procedures to befollowed if environmental health hazards are encountered. • All refueling will be conducted away from stormwater facilities and waterways. • During construction, any spill of materials such as diesel fuel and lubricating oil will be cleaned up immediately. • Dust control measures such as soil wetting will be implemented during construction. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise in the area will not affect the proposed drainage projects. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction of the proposed project will generate short-term increases in noise levels at adjacent and nearby areas. Construction noise sources will include earth -moving equipment, generators, trucks, and impact equipment. Construction activities are expected to occur during daytime hours. There will be no noise generated by the completed project. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\F NAL 2010-2011 SDP SEPA checklistdoc Page 11 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. Proposed measures to reduce or control noise impacts, if any: Construction -industry BMPs will include the use of construction equipment engines with adequate mufflers, turning off construction equipment when not in use; and locating stationary equipment as far as possible away from sensitive receptors. Construction activities associated with the proposed project will during daytime hours in accordance with Tukwila requirements. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The sits are within public right-of-way or on storm drain easements. Adjacent land uses include a mix of residential, commercial, and un-developed land. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. Site/is located within a drainage easement on a private parcel. The private parcel is a trucking distribution center with an office buildings and garages. Site ,/S is located within a drainage easement on a private parcel. The private parcel is currently used as a food distribution center and as such, has an operations cb building and Site garages. Site /provides worker safety access improvements to a drainage control structure in the Sound Transit detention pond. Thet'md-is jvi-th n eZETTffela von.ayparcel,containing-ntfarm sizl' nc at- bniklin s'' The other sites are on public right of way. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Site 1 — Manufacturing Industrial Center/Light Industrial. Site 2 — Commercial/Light Industrial. Site 3 — Manufacturing Industrial Center/Heavy Industrial. Site 4 — Low Density Residential. Site S — Regional Commercial. Site 6 — Low Density Residential Site 7 — Low Density Residential / Public Recreation. Site 8 — High Density Residential. Site 9 — Tukwila Urban Center. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 12 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments f. What is the current comprehensive plan designation of the site? Site 1— Manufacturing Industrial Center/Light Industrial. Site 2 — Commercial/Light Industrial. Site 3 — Manufacturing Industrial Center/Heavy Industrial. Site 4 — Low Density Residential. Site 5 — Regional Commercial. Site 6 — Low Density Residential Site 7 — Low Density Residential / Public Recreation. Site 8 — High Density Residential. Site 9 — Tukwila Urban Center. g. If applicable, what is the current shoreline master program designation of the site? No clearing or grading is proposed within a designated Shoreline. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The following sites are identified on the City of Tukwia Sensitive Area map (Map Site 7 —Type 3 Stream in Pipe. Site 8 —Type 3 Stream in Pipe. Site 9 —Type 2 Stream in Pipe i. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not applicable. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 13 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Not applicable. b. What views in the immediate vicinity would be altered or obstructed? Not applicable. c. Proposed measures to reduce or control aesthetic impacts, if any: Not applicable. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Not applicable. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Site 7 is located in an undeveloped park area of the City of Tukwila. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 14 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not applicable. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None are anticipated: however, if at any time during the work a potential artifact is uncovered, contract specifications required that site work be stopped and the Washington State Department of Historic and Archeological Preservation (DAHP) be notified along with the appropriate tribal contacts. 14. Transportation a. Identify public streets and highways serving the, site, and describe proposed access to the existing street system. Show on site plans, if any. All sites are within proposed City right of ways and/or utility easement areas. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Not applicable. c. How many parking spaces would the completed project have? How many would the project eliminate? None. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new streets or roads required or proposed. K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports \Permitting \FINAL 2010-2011 SDP SEPA checklist.doc Page 15 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None. g. Proposed measures to reduce or control transportation impacts, if any: Not applicable. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. Not applicable. 16. Utilities a. Circle utilities currently available at the site: electricity; natural gas, water, refuse service, telephone, sanitary sewer, septic system Not applicable. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The proposal includes repairs of existing drainage systems. D. SIGNATURE Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: /,iti�CJ Date Submitted: 6788/ K:\PROJECTS\TUKWILA\10013 - 2010 Small Drainage\DESIGN\Data & Reports\Permitting\FINAL 2010-2011 SDP SEPA checklist.doc Page 16 ings\Contract\I1166COVOLdwg 5/9/2012 8:15 AM 6 9- K:\PROJECTS\TUKWILA\11166 — 2012 Small Dr 2012 SMALL DRAINAGE PROGRAM PROJECT NO. 91241201 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET SITE NO. NO. TITLE 1 COVER SHEET 2 LEGEND ABBREVIATIONS & SURVEY NOTES 3-4 DETAILS 5 1 GILLIAM CREEK INLET 6 2 47TH AVE S 7 3 49TH AVE S 8 4 S 128TH ST 9 5 TUKWILA PARKWAY 10 6 DUWAMISH RIVER OUTFALL 11-12 7 S 107TH ST 13-14 8 S 114TH ST 15-16 9 S 142ND ST PrJiix�` w i x iS 17)ii T_ xl * ENGINEERING *STREETS *WATER* SEWER*BUILDING * CITY COUNCIL VERNA SEAL, PRESIDENT ALLAN EKBERG JOE DUFFIE KATHY HOUGARDY KATE KRULLER DE'SEAN QUINN DENNIS ROBERTSON designed drawn checked proj eng proj dir field bk no by JLF SOD NJD JLF date 5/2012 5/2012 5/2012 5/2012 IKPQ 753 9tk Ave Seattle, WA 98109 12061286-1613 emn.kpg.00m 2502 Jefferson Ave Tacoma. WA 98102 2531627-0720 Ell -CS:Co SEPA REVIEW SUBMITTAL GILLIAM CREEK INLET 2012 SMALL DRAINAGE PROGRAM COVER SHEET S 107TH ST 49TH AVE S S 114TH ST S 142ND ST DUWAMISH RIVER OUTFACE I Kr LA PARKWAY 1 RECEIVED MAY 10 20121 COMMUNITY DEVELOPMENT F 1 16 file no 11166COVO1.DWG no date revisions scale dale 5.2012 ings\Contract\11166NOX.dwg 5/9/2012 8:16 K:\PROJECTS\TUK61LA\11166 — 2012 Srnall Drainage\DESIGN\Or LEGEND EXISTING PK6, PK NAIL • CATCH BASIN STORM DRAIN MANHOLE CULVERT 0 SEWER MANHOLE PP..„ POWER POLE Lx;� POWER POLE W1TH UNDERGROUND CONNECT GU' m GUY POLE GUY ANCHOR ) YARD LIGHT • TV RISER GAS VALVE • WATER VALVE • WATER METER • FIRE HYDRANT s,o STAND -PIPE (GENERIC/UNKNOWN) GPO GUARD POST o BOULDER SIGN t (�)� MAILBOX (# OF BOXES) SHRUB e STUMP DT/2(s). DECIDUOUS TREE, DIAMETER IN INCHES (# OF TRUNKS) cnz, s� CONIFEROUS TREE, DIAMETER IN INCHES (# OF TRUNKS) e MONUMENT ® JUNCTION BOX STORM DRAIN STRUCTURE SO S EMA ;:HLK PAINTED POWER PAINTED TELEPHONE PAINTED TV PAINTED WATER PAINTED GAS STORM SEWER FENCE HEDGE (HEIGHT NOTED) PAINTED STRIPE EDGE OF PAVEMENT FLOWUNE CONTOUR CONCRETE GRAVEL ROCKERY ASPHALT/CONCRETE CHAINUNK PROPOSED x O NNNNNNNNNNNN 111 rill nIII��IIF�II WNW STORM DRAIN UNE, W1TH DIRECTION OF FLOW THICKENED EDGE STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN CATCH BASIN, TYPE 1 SIGN SAWCUT SUPUNE OR PIPE UNER HIGH VISIBIUTY FENCE VEHICLE DETECTION LOOP BUTT JOINT OR EDGE GRIND GRADING UNE CSTC (IN SECTION) COMPACTED SUBGRADE (IN SECTION) NEW HMA (IN PLAN & ECT1ON) CEMENT CONCRETE PAVEMENT (IN PLAN & SECTION) DETECTABLE WARNING SURFACE GRAVEL BORROW (IN SECTION) TOPSOIL TYPE A AND HYDROSEED (IN SECTION) CONTROLLED DENSITY FILL (CDF) GENERAL NOTES -ALL SITES 1. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. 2. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. 1HE CONTRACTOR SHALL LOCATE SERVICES AND COORDINATE WITH UITUTY OWNER TO RELOCATE SERVICES THAT CONFUCT WITH NEW STORM DRAIN AS NECESSARY. 3. HAND DIG WITHIN 2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT ALL UTIUTY CROSSINGS WITH LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 4. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED CENTER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS. 5. REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN AUGNMENT CONFUCTS WITH THE EXISTING STORM DRAIN AUGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. 6. CLEAR AND GRUB EXISTING VEGETATION AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4' DIAMETER UNLESS OTHERWISE NOTED ON THE PLANS. 7. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATUM IS ASSUMED ELEVATIONS. 8. INSTALL STORM DRAIN MARKERS AT EACH NEW STORM DRAIN STRUCTURE PER DETAILS, SHEET 4. ABBREVIATIONS ABND AC AC ACP ADA AP AVE BLDG BMP BOW CB CDF COT CI CL CO CONC CONST CONT CSTC DCVA DI DIA, 0 DWG E EL ELEV EOP EX EXIST FDC FL FL FOC HORIZ HMA ICV ID IE L LT IF LP MAX . MIN MH ABANDONED ASPHALT ASBESTOS CEMENT WATER PIPE ASPHALT CONCRETE PAVEMENT AMERICANS WITH DISABILITIES ACT ANGLE POINT AVENUE BUILDING BEST MANAGEMENT PRACTICE BACK OF WALK CATCH BASIN CONTROLLED DENSITY FILL CITY OF TUKWILA CAST IRON CENTERUNE CLASS CLEANOUT CONCRETE CONSTRUCTION CONTAINER CRUSHED SURFACING TOP COURSE DOUBLE CHECK VALVE ASSEMBLY DUCTILE IRON DIAMETER DRAWING EASTING/EAST ELEVATION ELEVATION EDGE OF PAVEMENT EXISTING EXISTING FIRE DEPARTMENT CONNECTION FLANGE FLOWUNE FACE OF CURB HORIZONTAL HOT MIX ASPHALT IRRIGATION CONTROL VALVE INSIDE DIAMETER INVERT ELEVATION LENGTH OF CURVE LEFT UNEAR FEET LOW POINT MAXIMUM MINIMUM MANHOLE SURVEY NOTES MIC MJ MW N NO NTS OC OD OH PC PCC PE PG PI PIV POB POC POE PRC PT PVC PVT PVMT R RJ RT S 5D SDP SEW SHT SSMH ST STA STD T TOC TOG TYP VC VERT VLT W WAT WSDOT MONUMENT IN CASE MECHANICAL JOINT MONITORING WELL NORTHING/NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD U11U11ES POINT OF CURVATURE POINT OF CURVE ON CURVE POLYETHYLENE PERFORMANCE GRADE POINT OF INTERSECTION POST INDICATOR VALVE POINT OF BEGINNING POINT OF CONNECTION POINT OF ENDING POINT OF REVERSE CURVATURE POINT OF TANGENCY POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT RADIUS RESTRAINED JOINT RIGHT SLOPE/SOUTH STORM DRAIN STORM DRAIN PIPE SEWER SHEET SANITARY SEWER MANHOLE STREET STATION STANDARD TANGENT LENGTH TOP OF CURB TOP OF GRATE TYPICAL VERTICAL CURVE VERTICAL VAULT WEST/WITH WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1. THE LOCATIONS 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 AU. EXISTING UTIUTIES BEFORE COMMENCING WORK, AND AGREES TO 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 UTTUTIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF UD TO CENTER OF LID. 3. RIGHT OF WAY ONES WERE ESTABUSHED PER FOUND MONUMENTS, RECORDED SURVEYS AND PLATS. 4. PROPERTY UNES WERE ESTABLISHED PER KING COUNTY GIS ONLY. LTC' WORKS D f- PT_ • ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj egg proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 KPG 753915Ave N SAe, (206; 2851610 wordpg.cam 2502 Jefferson Ave Tacoma, WA 93402 (253; 627.0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM LEGEND, ABBREVIATIONS AND GENERAL NOTES 2 16 file no 11156NDX.DWG scale no date revisions date 512012 CNI CT ' EXISTING MAILBOX, MOUNT ON )¢" PLYWOOD, SIZE TO FIT, NAIL TO STAND • NEWSPAPER BOX (IF APPUCABLE) 4 X 4 POST, PT (TYP) CONCRETE CAP, IF IN SIDEWALK EXISTING GRASS OR SURFACE RESTORATION o: 0 55 moo 0 of ua wr 1' MIN 1'-11" GRAVEL BORROW OR SUITABLE COMPACTED NATIVE MATERIAL MAILBOX RELOCATION DETAIL NTS PAVED ROADWAY SURFACES /////%✓j // HMA, CLASS J4", PG 64-22, DEPTH 6" MIN 4" CSTC, APPLY SOIL RESIDUAL HERBICIDE PRIOR TO PAVING COMPACTED SUBGRADE ///, /.N ice// /. EXISTING PAVEMENT HMA, CLASS )", PG 64-22, DEPTH, 4° MIN OR MATCH EXISTING, WHICHEVER IS GREATER 4" CSTC, APPLY SOIL RESIDUAL HERBICIDE PRIOR TO PAVING COMPACTED SUBGRADE DRIVEWAYS. PARKING AREAS. & OTHER PAVED NON -ROADWAY SURFACES TYPICAL HMA PAVEMENT SECTION NTS CEMENT CONCRETE PAVEMENT, 6' DEPTH 4° CSTC COMPACTED SUBGRADE CEMENT CONCRETE PAVEMENT, 4" DEPTH 4° CSTC FOR DRIVEWAYS COMPACTED SUBGRADE FOR WALKWAYS TYPICAL CEMENT CONCRETE SECTION NTS ROADWAY EDGE OF PAVEMENT FUE3 1/17-40.R.KAS i r'T_ * ENGINEERING*STREETS *WATER*SEWER*BUILDING* THICKENED EDGE SEE DETAIL, SHEET 2 CAREFULLY PLACE HMA TO PROVIDE SMOOTH TRANSITION TO DRIVEWAY THAT WILL ACCOMODATE LOW PROFILE VEHICLES WITHOUT SCRAPING, DEPTH VARIES. FEATHER INTO EXISTING PAVEMENT AND SEAL OR PROVIDE 3' MIN DEPTH IF TRANSITIONING TO GRAVEL DOWNHILL DRIVEWAY TRANSITION DETAIL NTS 8:1 FILL DITCH WITH GRAVEL BORROW OR SUITABLE NATIVE COMPACTED TO 95% MAXIMUM DENSITY desioncd drawn checked proj cng proj dir field bk no by JLF SOD NJD JLF 8:1 DITCH FILL DETAIL NTS date 3/12 3/12 3/12 3/12 KPG 75391hAve N SeaWe, WA 98109 (2861286-1640 2502 Jefferson Ave Tacoira, WA 98402 (253) 627-0720 EXISTING GROUND SURFACE RESTORATION AS SHOWN ON PLANS & AS SPECIFIED, 4° CSTC ON ROAD SHOULDER, GRAVEL DRIVEWAYS AND PARKING AREAS. 4° TOPSOIL ELSEWHERE EXISTING DITCH STORM DRAIN TRENCH PER PLANS AND TYPICAL TRENCH SECTION SEPA REVIEW SUBMITTAL [- EXISTING GRAVEL OR ACP APRON * PLACE HMA 1/2", PG 64-22 6' MIN FROM EDGE OF ROADWAY TO RECONNECT DRIVEWAYS TO THE ROADWAY. EXTEND APRON TO 10' MAX IF ACP OR CONCRETE DRIVEWAY CAN BE CONNECTED TO THE ROADWAY. RESTORE PAVEMENT PER TYPICAL HMA PAVEMENT SECTION, THIS SHEET SURFACE RESTORATION AS SHOWN ON PLANS & AS SPECIFIED, 4° CSTC ON ROAD SHOULDER, GRAVEL DRIVEWAYS AND PARKING AREAS. 4" TOPSOIL ELSEWHERE GRAVEL BORROW OR SUITABLE NATIVE COMPACTED TO 95% MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX WHEN DEPTH IS GREATER THAN 4' CSTC FOR PIPE BEDDING COMPACTED TO 95% MAXIMUM DENSITY UNPAVED AREAS WIDTH , VARIES l TYPICAL DRIVEWAY DETAIL NTS MAX PAY OMITS EDGE OF ROADWAY SAWCUT AS REQUIRED EXISTING GRAVEL OR ACP APRON SAWCUT EXISTING PAVEMENT APPLY SEALANT AR4000W TO TOP & TACK COAT TO SIDES. EXISTING PAVEMENT NEAT -ONE TRENCH WHEN DEPTH IS LESS THAN 4' CSTC COMPACTED TO 95% MAXIMUM DENSITY STORM DRAIN PIPE PAVED AREAS NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE *FOR PIPES 15 INCHES & UNDER, TRENCH WIDTH = I.D.+30 INCHES *FOR PIPES 18 INCHES & OVER, TRENCH WIDTH = (1.5 x I.D.)+18 INCHES 2. MAXIMUM PAY OMITS FOR TRENCH BACKF1LL SHALL BE: *NEAT UNE (PER NOTE 1) FOR <= 4' DEPTH. *NEAT UNE PLUS 24" FOR >= 4' DEPTH. TYPICAL TRENCH SECTION NTS 2012 SMALL DRAINAGE PROGRAM DETAIL SHEET RECEIVED MAY 10 20121 COMMUNITY DEVELOPMENT 3 16 file no 11166DET01.DWG scale 1' = 401 no date revisions date 5/2012 i E 12" DEPTH QUARRY SPALLS EXISTING CHANNEL 2:1 MAX SLOPE CONSTRUCTION GEOTEXT1LE FOR SEPARATION COMPACTED SUBGRADE CULVERT INLET SLOPE PROTECTION DETAIL NTS 2:1 MAX SLOPE 10' I COMPACTED SUBGRADE CONSTRUCTION GEOTEXT1LE FOR SEPARATION EXISTING CHANNEL OUTFALL PROTECTION DETAIL NTS APPLY TACK COAT PRIOR TO BERM PLACEENT EXISTING OR NEW FINISHED PAVEMENT SURFACE FLOW FLOW ////. ////////// i HMA BERM NTS EXISTING PAVEMENT SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3 5' WITHOUT THICKENED EDGE 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 SLOPE EXISTING GROUND TO DRAIN FRAME & GRATE DRAINAGE STRUCTURE HMA THICKENED EDGE OR BERM AUGN THICKENED EDGE FLOW1JNE WITH CENTER OF CATCH BASIN GRATE ASPHALT APRON DETAIL NTS ROADWAY CURB AND GUTTER DRAINAGE STRUCTURE 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. WITH THICKENED EDGE STORM DRAIN MARKER INSTALLATION NTS MAINTAIN POSITIVE FLOW BACK TO ROADWAY ON DOWNSTREAM SIDE OF CATCH BASIN ASPHALT APRON WITH THICKENED EDGE DETAIL NOTES: 1. ALIGN FLOWIJNE WITH THE CENTER OF THE CATCH BASIN GRATE TO MAXIMIZE CATCH BASIN EFFECTIVENESS 2. WHEN POSSIBLE PROVIDE POSITIVE DRAINAGE ON THE DOWNSTREAM SIDE OF THE APRON SUCH THAT ANY PORTION OF THE FLOW NOT COLLECTED CAN PROCEED TO THE NEXT DOWNSTREAM INLET. 3. ADJUST CATCH BASIN RIM SO THAT IT IS NO MORE THAN 3' BELOW EXISTING EDGE OF PAVEMENT TO AVOID CREATING A TRIPPING HAZARD. 4. IN INSTANCES WHERE THE C8 IS COLLECTING ADDITIONAL RUNOFF FROM SOURCES OTHER THAN THE STREET SUCH AS A DRIVEWAY OR HILLSIDE, CUSTOMIZE THE APRON TO COLLECT FROM ALL POTENTIAL SOURCES. �'USSIC 176T01KS D t--IPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * by designed JLF drawn SOD checked NJD projenq JLF proj dir fieldbkno date 3/12 3/12 3/12 3/12 KPQ 753 91T Ave A' Seattle, WA95'09 (206) 286-1640 en, dApg.xm 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM DETAIL SHEET 4 16 file no 11166DET01.DWG scale 1'=4B 110 date revisions date 52012 SD STCR. W/TRASH RACK SITE SPECIFIC GENERAL NOTES PROJECTS\TUKWILA\11166 — 2012 Small Drainage\DESIGN\Drawings\Contract\Gilliam Creek Inlet\11166 42. ALD12. --06—-`— , l /rv.� COI V 1 S TE EI PK 1 N: 500.00 E: 500.00 ELEV: 100.00' STA 0+79.13, 0.00' RT 130 -E/"2 mkmf6 �Ni.r414//tV �im @�1sml.��k' mo @�f f il �� mmm114,'ma4m� TOP CONC. STCR. 93.4' .E. 90.0' NW, 1 CMP I.E. 90.0' SE. 1 %" C;MP SHORT PI I.E. 86.8' SW, 18" HOLE IN STCR I.E. 8.1.0' NE, 30' CONC. J�. 4111:111111111111-11111111111111111111-121-21141111- \\ / 120 110 I 70 60 _TXIST-co TYPE 2 !2 ' : o :71'.31, 0.'7+11'.31, 0.777 L lE GUT..81.Q0 (30" PK 2 N: 558.35 \\ E: 858.36 ELEV: 111.68' \ STA 1+61.66, 0.00\RT CCFSS R0g0 ?120 APPROXIMATE EXISTING.GROUND ALONG PIPE CENTERUNE EX15:1- REHABILITATE APPROX. 192 LF OF EXISTING 30" CONC. SD PIPE FURNISH AND INSTALL 30' PIPE LINER PROFILE HOR: 1"=40' VER: i "=20' * ENGINEERING *STREETS *WATER* SEWER*BUILDING* 110 100 90 60 designed drawn checked proj eng prof dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 CULV 30" CONC LE. '55.19' 3 -_® -®_® ®_1111111=®-11111 1-®-: ®_-®-11111_ 111- ® ®--il1111-®-®-®- 11 C-1111p 21-00 TOP OFF CONC. PIE / ELEVATION: 78.02' PLAN SCALE: 1" = 20' 0 5 10 20 30 SCALE IN FEET SITE LOCATION MAP - GILLIAM CREEK INLET NTS KPG 753 9th Ave N Seattle, WA 96109 (206) 286-1640 *w,ekpg.cam 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 SE PA REVIEW SUBMITTAL 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 UTIURES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES 0REHABIUTATE APPROXIMATELY 192 LF OF EXISTING CONCRETE STORM DRAIN PIPE. FURNISH AND INSTALL 30" PIPE LINER. 0 EXCAVATE EXISTING ROCK SLOPE AND REGRADE AT 2:1 MAXIMUM. U11UZE EXISTING LARGE ROCK TO REBUILD SLOPE. SUPPLEMENT WITH ADDITIONAL HAND PLACED RIP —RAP AS NEEDED. HAND PLACE QUARRY SPALLS TO CHOKE THE VOIDS IN HAND PLACED RIP —RAP. PRESERVE AND PROTECT ALL EXISTING STORM DRAIN STRUCTURES AND PIPE. O3 PRESERVE AND PROTECT EXISTING STREAM BOTTOM. D0 NOT DISTURB EXISTING ROCKS AND STREAM BED MATERIAL O4 PRESERVE AND PROTECT TREE. O5 PRESERVE AND PROTECT EXISTING STORM DRAIN OUTFALL. REVEGETATION NOTES 1. INSTALL 2' FINE COMPOST EVENLY TO ENTIRE DISTURBED AREA EXCEPT ROCK AREAS OR DRIVING SURFACES. 2. INSTALL TEMPORARY EROSION CONTROL MA111NG/JUTE MATTING OVER ENTIRE COMPOSTED AREA AND FASTEN IN PLACE PER WSDOT STANDARD PLAN 1-60.10-00. 3. INSTALL 60 WILLOW CUTTINGS IN VOID AREAS OF ROCK ONLY ABOVE TOP ELEVATION OF DRAINAGE STRUCTURE AT 3' 0.C. 2012 SMALL DRAINAGE PROGRAM III-1`(1Cn GILLIAM CREEK INLET RECEIVED MAY 10 20121 COMMUNITY DEVELOPMENT 5 16 file no 11166PPRGILLDWG scale 1'. 20' 0.0 date revisions date 52012 SITE SPECIFIC GENERAL NOTES 6 O E7.1 110,.,,, 100 0+00 PK 17 N: 187601.33 E; 1284125.35 ELEV: 81.34' STA 0+66.54, 0.00' RT o. PK 18 N: 187590.02 E: 1284189.23 ELEV: 81.88' STA 0+55.52, 63.9 ' RT v PP - SIR A S .... ( L GRAS - I /T� / I GAS 7 sj°�.1;' ��i .�'"� _ A�-� CULL/ 2240 - - DT24 \� 1 �'}5'S, \\ i / \ 11 DTI -- COLV7241 64 U,15 I R146 36° RIP GRAS - A I • G_10- 77.7 IG COHC GFAS ERAS CU!LV 2265 .7 772.6 36. EMP PLAN SCALE: 1" = 40' 0 10 • 20 40 SCALE IN FEET 60 CC0NNEET_T.l EXISTiNC CB TYPE 2-.2 STA 1+68.87, 14.677' LT RIM 75.80 IE IN 70.20 (36'•SE) /7. CB TYPE 2-48" \Li STA 2+32.41, 12.80' LT RIM 79.36 E IN 70.20 (18"NE) 1E QUT 70.20 (36' +) E IN 73.19 (18"E) 90 ......... IE IN 76.36 (12"NE) IE IN 72.55 (18'N)• 1.._... IE OUT 73.19 (firs)EXISTING GROUND.ALONG 80 70 60 50 40 Z 5 CONSTRUCTION CL REHABIUTATE APPROX. 34. LF OF ................. EXISTING CMP SD PIPE FURNISH AND INSTALL 36" PIPE UNER 0+25 REHABILITATE APPROX. 63 LF OF EXISTING CMP SO PIPE FURNISH AND INSTALL 36' PIPE. LINER 64 LF 18" SD S 1.00% _--------- --- 12 LF 12"..SD.S=7.007 1+00 PROFILE HOR: 1 "=40' VER: 1"=20' 2+00 Cuc IE 1 110 100 80 ----__ I 6' IVEIDD S 5° CM?a GRAS CONSTRUCTION CL DITCH FL Pnrr T PA w 3+00 EDGE OE PAVEMENT DITCH r Ow;24E W u4, PK 104 N: 187927.16 E: 1284126.80 ELEV: 86.41' STA 3+92.37, 0.00' RT I APPROXIMATE RIGHT-OF-WAY (TYP) CB TYPE 2-48" STA 2+32.41, 12.80' LT RIM 79.36 90 _._....._._.IE IN 73.19 (18"E) IE IN 76.36 (12"NE) 80 70 ... 70 60 60_. 5a......... 50.... 40 IE OUT 73.19 (18"S) 3+92 PROFILE HOR: 1"=40' VER: 1"=20` 47TH AVE S 80 40 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. 1HE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UT1ES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY 1HE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND U11U11ES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES O REHABIUTATE 34 LF OF EXISTING 36' CMP STORM DRAIN PIPE. FURNISH AND INSTALL 36" PIPE LINER. O REHABIUTATE 63 LF OF EXISTING 36" CMP STORM DRAIN PIPE. FURNISH AND INSTALL 36" PIPE LINER. ® FILL EXISTING DITCH PER DETAIL, SHEET 3. ® CONSTRUCT ROCK INLET PROTECTION PER DETAIL, SHEET 4. O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. ® REMOVE AND RELOCATE EXISTING MAILBOX. SEE DETAIL, SHEET 3. ® ABANDON EXISTING STORM DRAIN PIPE. ® PRESERVE AND PROTECT P UI- 11 iC w4Co i S *ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir Feld bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 MPG. 7539(1. Ave A Seattle, WA 98109 (206) 286-1540 www.0pg.can 2502 Jefferson Ave Tacoma, 4A 98402 ;253) 627-0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM 47TH AVE S 6 16 file ne 1:166PPR-47TH,DWG scale 1'=as no date revisions date 5 2012 \PROJECTS\T KWILA\11166 — 2012 Smo1 APPROXIMATE / RIGHT-OF-WAY (TYP) CONSTRUCT100'N\C PK 20 N: 188011.93 E; 1284721.05 ELEV: 194.03 STA 2+18.42, 0.00' RT CULV 1168 rE 184.5' 20. COt0C OT 24' 24" 18- 18'._- T3 ,24 4PP00ximA1L LOCATION OF UNDERGROUND RETAINING' WALL CREEK FLONLINE DT 12', 14', 18 PK 102 N: 187852.26 E: 1284712.89 ELEV: 203.00' STA 0+58.55, 0.00' RT 0 PLAN SCALE: 1" = 40' /-CUY 1167 IE 187.3' 20' CONC — CREEK "AY11140 b t I / V '',7,3-' t ":vi 0 10 20 40 60 SCALE IN FEET �.. POSSIBLE LOCATION OF UNDERGROUND UPLI12 UNE CONC RE':Ar510 WALL 5' "ALL P LIF LIC W®R.K,S 113 * ENGINEERING *STREETS *WATER* SEWER*BUILDING* ;CESS 220 S 104 PL SITE LOCATION SITE LOCATION MAP - 49TH AVE S NTS 200 190 180 170 160 SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. PRESERVE AND PROTECT ALL EXISTING SURFACE FEATURES. CONSTRUCTION NOTES Oi REHABIUTATE APPROXIMATELY 68 LF OF EXISTING 20" CONCRETE STORM DRAIN PIPE. FURNISH AND INSTALL 20" PIPE LINER. 220 1 210 EXISTING GROUND .ALONG.PIPE..CENTERLINE — REHABIUTATE APPROX..68. IF OF EXISTING 20" CONC. STORM DRAIN PIPE. FURNISH AND INSTALL 20" PIPE LINER '200 190 180 170 :................. 160 150 ......... 1150 designed drawn checked prof cng proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 KlPG 7539t1 Ave N Seattle, N'A98109 (206) 2861640 1Wrr.kpg.com 2502 Jererson Ave Tacoma, RA 98402 (253) 627.0720 SEPA REVIEW SUBMITTAL PROFILE HOR: 1"=40' VER: 1"=20' 2012 SMALL DRAINAGE PROGRAM 49TH AVE S RECEIVED MAY 10 20121 COMMUNITY / DEVCLOPMENT 7 16 file no 11166PPR.49TH.DWG scale 1" = 40' no date revisions date 5/2012 PK 405 N: 2091.55 E: 1255.92 ELEV: 126.26'. STA 0+62.42,I0.00' RT -1- 0+00 S 128TH ST 150 140 120 110 - 100 - IE 115.724 \5St4H 1623 RIM 126.36' I.E. 115.9' E, iv, N S CL EDGE OF1 DAVEME 5 I / 1 l GRAS 15 PK 406 N: 2098.96 E: 1378.26 ELEV: 118.65' STA 1+85.01, 0.00' RT CONSTRUCTION CL 1+00 DAV 15Ci � l - A . / 1-,l )1 . 42is-0114/71• .� . -. . 6 \ I \ '1- WOOD REF SSMH 1406 RIM 113.53' I.E. 107.6. SW COBKE STONE-. 16, 146,2' hi RETAINING 515.1 \ SCAM 1432 \ RIM 113.32 I.E. 105.8' 5W, 24° CMP I.E. 105.5' E, 224" CMP /�(7 DIN EDGE2+^RYM"NT / / /` / (i 1 = O14 RN 6 WALL SDAW 1`37 HIM 117.11' LE. 111.0' W, 24" C6'P I.E, 110.7' NE, 24" CMP I.E. 114.3' E, 12" TAFTD rsl_-GM=. - C. I / CUIv 739444 i IC 114.7' / / SW111485 RIM 116.44' I.C. 111.3 V{ SE 10CL SSMH 1492 ; RIM 116.13 I.E. 108,0 S, NE +i C_ I.E. 109.0 NW PLAN SCALE: 1' = 40' 0 10 20 I 40 60 SCALE IN FEET EXISTING... GROUND ALONG PIPE CL REMOVE EXISTING CB AND INSTALL NEW CB TYPE 2-48" O STA 2+06.05, 35.42' RT RIM 117.11 REMOVE EXISTING CB IE OUT 109.70 (24"NE) IE IN 111 24"W) IE OUT 1.4. 30(12"E.) REHABILITATE APPROX. 116 LF 90 OF 24" CONC SD PIPE. _ .____ FURNISH AND INSTALL 24"..PIPE .LINER AND INSTALL NpW CB TYPE 2-48 STA 2+70.80, 3.07' LT 2 RIM 113.32 IE IN 105.80 (24"SW) IE IN 110.01 (12"5) IE OUT 105.80 (24'E) �......._.__... REHABILITATE-APPROX. 45 IF OF 24' CONC SD PIPE FURNISH AND.INSTALL 24' PIPE LINER' I t TSLIG * ENGINEERING *STREETS *WATER* SEWER*BUILDING* 80 PROFILE HOR: 1"=40' VER: 1"=20` designed drawn checked proj OUR proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 AC PP CLAN 1682 1, i 1E 104.6' 24' CONC � "'0T24 .I 1 PK 404 N: 2051.38 < E: 1467.27 ELEV: 117.08' 71�2+10.96,.52.86- RT FL41iEP,J CONC WALL =" TOP EL: 115.25 CB TYPE 2-48' STA 2+70.80, 3.07' LT RIM 113.32 WATER FLOW AREA FL 114.571 IE IN 105.80 (24"SW). IE IN 110.01 (12'S) E OUT 105.80 (24"E) STA 2+62.77, 31.51' RT RIM 115.68 IE IN 112.80 (12"SW) IE OUT 112.80 (12"N) IKPC 753 9th Ave R Seattle, WA98109 (206) 286-1540 vslsOpg.o3m 2502 Jefersan Ave Tacoma, WA 98402 2531627.0720 4+bo -CULV 1345 IE 107.1' 2 4° CMP APPROXIMATE RIGHT-OF-WAY (TYP) OF PAVEMENT S 128TH ST / GARDEN i-'"/ POND .... EDGE OF PAVEMENT li7Q I FiOWUNE CI1LV 1042 E 109.4' 24' CMP 140 140 130 130 EXISTINGGROUND ` ALONG PIPE CL 10 LF..12..S0;S=19.85% SEPA REVIEW SUBMITTAL 120 120 110 110 100 100 90 90 4ir 83 1 . R114 113.5E I.C. 104.4' E, SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND U11UTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 UTIUTIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES 0 REHABILITATE APPROXIMATELY 116 IF OF EXISTING 24' CONC. STORM DRAIN PIPE. FURNISH AND INSTALL 24" PIPE LINER. 02 REHABILITATE APPROXIMATELY 45 LF OF EXISTING 24' CONC. STORM DRAIN PIPE. FURNISH AND INSTALL 24" PIPE LINER. O REHABILITATE APPROXIMATELY 61 LF OF EXISTING 24" CONC. STORM DRAIN PIPE. FURNISH AND INSTALL 24" PIPE LINER. ® FILL EXISTING DITCH PER DETAIL SHEET 3. 0 CONSTRUCT INLET PROTECTION PER DETAIL, SHEET 4. © SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 0 ABANDON EXISTING STORM DRAIN PIPE. () PRESERVE AND PROTECT. EXISTING. GROUND.. ALONG PIPE. CL REHABILITATE"APPROX 61 LF OF 24" CONC SD PIPE FURNISH. AND INSTALL '24" PIPE. UNER 140 130 120 110 100 90 2012 SMALL DRAINAGE PROGRAM S 128TH ST no date revisions 8 16 file no 11I66PPR. 28TH.13WG scale 1" = 4v date 5'2012 D110X3/ EXPOSED PVC PIPE EXPOSED WATER PIPE Dr48. EXPOSE() NA'ER PPE DT12x2^t; PK 103 N:171497.68 E:1286900.75 ELEV: 35.11' STA 0+20.00, 0.00' RT 0 PLAN co PK9 N: 171606.80 E: 1286962.31 ELEV: 33.83' STA 1+45.29, 0.00' RT SOMN 1699 3; 54' _/� I.E. 27.9' SE. 12" CMP I.E. 27.8' NW. 12' CMP I.E. 27.7' SW. 18- CPP t.4r \-ur!L.1Y POLE Q� Q" �v 34.97' I.E. 32.5 W. 12° 1ONC P WA =R \ CB 1723 CB 1772 ADM 33.65' / I.E. 2.3.9' Ni9, 12" DAP PK 7 N: 171530.85 E:1286994.75 ELEV: 34.33' STA 0+95.08, 65.57' RT 60 50 40 30 20 SCALE: 1" = 40' EXIST CB TYPE 2-54" RIM 33.53 0 10 20 40 SCALE IN FEET 60 50 IE IN 27.70 (18"S) IE IN 27.90 (12"SE) IE OUT 27.40 (18"NW) Z" Z" Z w w w CB TYPE 2-48" STA 1+10 31, 14 41 LT: RIM 33.89 t.......0 IE IN 27.24 (18 SE) IE OUT 27.25 (18"N) EXISTING GROUND ALONG - 60 PIPE:,CL 30 22 LF 18' SD S=1.00% 2St 16 LF 18" SD S=1.00% 101 PROFILE HOR: 1"=40' VER: 1"=20` 20 I10 .1E' LLIE D ER_ AS 1 ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked projen0 prof dir field bk no by JLF JLF NJO JLF date 5/2012 5/2012 5/2012 5/2012 S 152ND ST S 152ND PL SITE LOCATION SOUTHCENTER SHOPPING CENTER SITE LOCATION MAP - TUKWILA PARKWAY NTS KING 753 91h Ave 5 Seattle, WA 98109 (266) 286.1640 wrm.Ppg.can 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 SEPA REVIEW SUBMITTAL 62ND AVE S 0 0 v a S 153RD ST SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UT1UTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 UTIUTIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES 0 REMOVE AND REPLACE APPROXIMATELY 15LF OF 6' CHAINUNK FENCE AS NECESSARY TO CONSTRUCT STORM DRAIN SYSTEM. TUKWILA PARKWAY 0 CONSTRUCT ROCK OUTFALL CHANNEL APPROXIMATELY 10 FT FROM END OF PIPE TO CENTER OF EXISTING STREAM, SEE DETAIL, SHT 4. 0 ABANDON EXISTING STORM DRAIN PIPE. ® PRESERVE AND PROTECT. O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 4" MIN 0R MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL SECTION DETAIL, SHEET 3. BAKER BLVD STRANDER BLVD REVEGETATION NOTES 1. INSTALL 10-2 FT WILLOW CUTTINGS AT 2 FT ON CENTER ALONG DISTURBED BANK AREA. 2. INSTALL 10-ELDERBERRY AND 10-ALDER UVE STAKES IN DISTURBED AREAS ABOVE THE STREAM BASIN. 2012 SMALL DRAINAGE PROGRAM TUKWILA PARKWAY RECEIVED MAY 10 20121 COMMUNITY DEVELOPMENT 9 16 file n0 111SOPPRSSPKWYAWG no date revisions scale 1"= 42 date 5.2012 E TWEE TRUNK -., CULY IE 8.5'. 18` CMP Or 15'(3) 12' 14" PLAN SCALE 1 40' 0 10 20 40 60 SCALE IN FEET 50 40 co PK 101 An N:174910.32 E: 1289677.10 ELEV: 25.32' STA 0+90.65, 0.00' RTC-- 5 ExO - PK 12 N: 174820.30 E 1289687.74 ELEV: 25.97' = STA 0+00.00, 0.00' RT LAWN S 147TH 152ND P\ S 149TH ST 1 z TUKWILA PARKWAY r�- SOUTHCENTER SHOPPING CENTER SITE ACCESS MAP, SEE THIS SHEEP STARFI6E SPORT COMPLEX D c v X rn SITE LOCATION MAP - DUWAMISH RIVER OUTFALL NTS CB TYPE 2-60" STA 0+98.12, 0.00' RIM 25.19 IE IN 8.72 (18"W) IE OUT 8.72 (18"E) 30 1 20 EXISTING GROUND ALONG PIPE CL 10 18"/CMP SCE-j-•-18" CONC. SD 18" CONC SD REHABILITATE APPROX. ..18..LF.OE..18'..CONC/18"..CMP .. STORM.. DRAIN.... F.URNIS d ..AND ...INSTALL ...18'...PIPE... LINER. 1='VVORK,S D I PT_ *ENGINEERING *STREETS *WATER*SEWER*BUILDING* 60 . 40 30 20 10 ................ PROFILE HOR: 1 °=40' VER: 1"=20` by date designed JLF 5/2012 drawn JLF 5/2012 checked NJD 5/2012 prof eng JLF 5/2012 pro' air field bk no KPG- 75398Ave R Seattle, WA 98109 (206) 286.1643 WIYW.og.com 2502 Jefferson Ave Tacoma, WA02 (253) 627-0720 SITE ACCESS THROUGH PATH ON NORTH END OF SOCCER FIELD SEPA REVIEW SUBMITTAL SITE LOCATION Co N STARFIRE SPORTS COMPLEX SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UT1UT1ES BEFORE COMMENCING WORK, AND SHALL 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. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES Ot SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6° MIN OR MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL TRENCH SECTION DETAIL, SHEET 3. 0 PRESERVE AND PROTECT STORM DRAIN MARKER POST. 0 PRESERVE AND PROTECT SOCCER FIELD. ACCESS TO THIS SITE SHALL BE FROM DESIGNATED AREA ONLY. O INSTALL TIDEFLEX CHECKMATE INUNE CHECK VALVE IN EXISTING 18° CONC. PIPE. O REHABIUTATE APPROX. 18 LF OF 18' CONC/18° CMP STORM DRAIN. FURNISH AND INSTALL 18° PIPE LINER. SITE ACCESS MAP - DUWAMISH RIVER OUTFALL NTS 2012 SMALL DRAINAGE PROGRAM DUWAMISH RIVER OUTFALL 10 16 file no 1165PPR-DRO.DWG scale 1" = 40' no date recisions date 5'2012 5 a U PK 322 N: 188297.64 E: 1284725.23 ELEV: 197.44' STA 1+13.28, 6.30' LT >3 LE. 183.E E. 12 METAL ��\\ 0+00 S 8719'51" E 650.00' CONSTRUCTION CL PLAN SCALE: 1" = 40' WATER V,.1 \1+0(' S 107TH ST \I 491H AVE S STA 12+00.00= S 107TH ST STA 1+16.29 / C118t/, j `yy i kf J / 11 0 ! ' Iyy 01 0 10 20 40 60 SCALE IN FEET OECORA P:E - c.sscrTE WALL APPROXIMATE RIGHT-OF-WAY (TYP) 220 REMOVE EXISTING CB AND C8 TYPE 1 _ w STA 1+44.69, 13.40' LT 3 z w RIM 200.95 , ip11%"` .__. 210 IE IN 199.10 (12"E) `' 3s mow.. �12 SD-D1S' IE OUT 199.00 (12"S) 6 w _-181 IE CUT 199.10 (12'"J) y . - 49TH AVE S 0 N POWER Ca,1INET DULY v9 I 62 EXISTING GROUND ALONG PIPE CENTERLINE ,/ I.E. 199.1' W. RAILROAD CULV 5059 -11 IE 205.3' 12" 0VN0 CONC STAIRS -1 PK 19 1 N:188220.16 E: 1284728.50 ELEV: 197.85 STA,51W8.95, .13' RT ,E 165.2'. 12" CONC. i 200 .- C r-7.17T. 1,.. 0D-DI = 190'- F�- d m w 0 r7 PROFILE HOR: 1"=40' VER: 1"=20' �!--31I I C7 W II I -I AS Jr,! - p j--'_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* AD TIE -T PK 323 N: 188297.83 E:1284870.25 ELEV: 213.01 STA 2+58.13, 13.24' LT CONE 91AIR4 - '-r,ULV 50E0,.UCv77 CC r IE 205.9'SGo% 211.5', 12" CONC \- 7000 FEN, -POST. 0.2 TAL WOOD FENCE POST, G TOLL CUL IE 2 N LO LAJ 5- d 230 CB TYPE 1 A_ 230 STA 1+39.73, 14.66' RT RIM 199.83 220 IE IN 196.31 (12"E) IE IN 197.00 (12"N) IE OUT 196.21 (12"S) C8 TYPE 1 STA 1+44.69, 13.40' LT 3 Z RIM 200.95 210 �._...._.......__............IE IN 199.10 (12"E) IE OUT 199.00 (12"S) IF CUT 199.10 (12"W) • 220 200 EASING GROUND ALONG PIPE CENTERUNE 28 LF 12.. SD -DI S=7.02% 190' 230 220 PROFILE HOR: 1 "=40' VER: 1'=20' 1210 200 190 SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UPUTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTIUTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DEIERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O PRESERVE AND PROTECT. O REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. O FILL EXISTING DITCH PER DETAIL, SHEET 4.. O SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. O7 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE WALKWAY SECTION, SHT 3. 0 REMOVE RAILROAD 11E CB TYPE 1 OCB TYPE 1 STA 11+66.06, 17.31' RT RIM 198.29 IE IN 196.02 (12"N) IE OUT 196.02 (12"S) 210 1 CB TYPE I -STA 10+83.91, 15.02' RT RIM 197.03 IE IN 195.20 (12"N) 1E OUT 195.20 (I2"5) 200 I 190 designed drawn checked prof eng prof dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 11.IST 12 STA 2+07.19, 12.40' RT RIM 207.23 IE IN 203.50 (12'E) IE OUT 203.50 (12"1Y) CB TYPE 1 5 STA 1+39.73, 14.66' RT O RIM 199.83 IE IN 196.31 (12"E) IE IN 197.00 (12"N) IE OUT 196.21 (12"S) OCB TYPE 1 3. STA 2+83.60, 11.12' RT RIM 215.54 IE OUT 212.00 (12"W) ........... EXISTING. GROUND. ALONG: PIPE CENTERLINE 82 LF 12" SD -DI S=1.00% KPG. 753915Ave N Sea0k, WA 96'09 (236) 286-1643 mvnkpgaxn 2502 Jefferson Ave Tacare, WA 90402 (253) 627-0723 SEPA REVIEW SUBMITTAL p1 S=10 65% 12 SD 19 IF 12" SD -DI S=1.00% PROFILE HOR: 1"=40' VER: 1"=20` a 07 Q w 07 76 LF 12" SD -DI S=11.12% 2012 SMALL DRAINAGE PROGRAM II -MG S 107TH ST 230 220 210 200 JZECEIVED MAY 10 20121 DEVELo MENT 11 16 file no :' 66PP4S 101TH 511.OIvG no date revisions scale 1•=45 date 5,2012 SITE SPECIFIC GENERAL NOTES gs\Contract\S 1071h St\11166PPR—S 107TH S 6 E 20 1— V) LINE STA 3+ 3.3', '2" CONG. rq 4 219.75 ! I.E.17 V E, 12 j I.E. 21 4' V, , 12' G2P 5139 IE 2 :'.5', 12' C?F P71417ING 'HELL PK 324 N: 188270.00 E: 1285036.7 ELEV: 230.37 STA 4+25.79, (6.81' RT REMOVE EXISTING CB AND CB TYPE 1 STA 3+25.76, 14.16' LT 10 RIM 219.75 1 E IN 217.70 (12"E) IE OUT 217.40 (12"W) 2 0440 11 CC w a I GRASS PLAN SCALE: 1 = 40' CB 5<63 t '2421Y LE. 23A.c11 12' CONC. o c • l• j / •cl. a�GPA 44 0 10 20 40 SCALE IN FEET EXISTING GROUND AT PIPE CENTERUNE Z p w w 60 —>! �`.i' G WOOD yur 0 Z. S102 270 .................... CB TYPE 1 STA 5+79.35, 17.97' RT RIM 245.70 IE OUT 242.92 (12"NW) Q9 CB TYPE 1 STA 5+56.33, 11.96' LT RIM 242.13............_..........._....... • IE IN 239.90 (12°SE) IE OUT 239.80 (12"W) 38 LF 12" SD —DI S=8.00% PROFILE HOR: 1'=40' VER: 1'=20' 260 250 240 230 220 210 APPROXIMATE RIGHT—OF—WAY (TYP) "25 1d�H GRASS S 107TH ST 6+50 CONSTRUCTION CL PK 325 N: 188251.43 E: 1285222.37 ELEV: 246.64 STA 6+12.04, 16.71' RT 1. THE LOCATION OF EXISTING UNDERGROUND UTIUTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTIUTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND SHALL 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 UTIUIIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES Oj SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. ® FILL EXISTING DITCH PER DETAIL, SHEET 4. 05 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. Tfcwz_ir D HPT_ *ENGINEERING STREETS*WATER*SEWER*BUILDING* designed drawn checked prof en2 prof dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 753 91G Ave N Seatk, WA96'.09 (266) 2661613 YIYIN.Kpg.00m 2502 Jefferson Ave Tacoma, WA 96102 (253)627-0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM S 107TH ST 12 16 file no TERM 101TH 50,3W0 scale 1° = 40 n0 date revisions date 5/2012 47 s\Contact\S 1 4th St\11166PPR—S 114TH ST.dwg 5/9/2012 K:\PRO,ECTS\TUKWILA\11166 — 2012 Small Drainage\DESIGN\D CONSTRUCTION CL S 69'57'37" E \ 1+00 650.00' 1 1 3 IS � ,, 2/0..... _ '2/2,-. - — CRASS' +� ' . - --T-' —="C SAPER1 MP, - <P 1k Ae 1, S 114TH ST PK 315 N: 186046.52 E: 1284532.48 ELEV: 211.06 STA 1+46.87, 6.94' LT 250 240 APPROXIMATE RIGHT —OF —LINE (TYP) PLAN SCALE: 1' = 40' 0 10 20 40 60 SCALE IN FEET CONNECT TO EXIST CB TYPE 1 STA 3+01.23, 13.54 L RIM 229.30 STA 3+10.85, 14.14' RT RIM 230.20 230 I IE OUT 227.79 (8"N) 220 ; 28 LF 8" SD-01 S=1.03% \ GP?SS \ -1-22r IE IN 227.40 (i 2" W) 1.4_1c a w .. If: OUT 2 �.7.30 (12"E) N N IE IN 227.50 (8"S) PROFILE HOR: 1"=40' VER: 1"=20' EXISTING GROUND AT PIPE CENTERLINE . 250 240 230 220 6 z cRass PK 314 N: 185948.16 E:1284762.82 ELEV: 237.12 STA 3+96.97, 6.52' RT ti A 4+00 SHEET 14 w SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTIUTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTIUTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF AU_ EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 UTIUTIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. 3. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. THE CONTRACTOR SHALL LOCATE SERVICES AND COORDINATE WITH UTILITY OWNER TO RELOCATE SERVICES THAT CONFUCT 15111-1 NEVI STORM DRAIN AS NECESSARY. 4. HAND DIG WITHIN2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT AU_ UTIUTY CROSSINGS WITH LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 5. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED CENTER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PIPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS. 6. REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN AUGNMENT CONFLICTS WITH THE EXISTING STORM DRAIN AUGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. 7. CLEAR AND GRUB EXISTING VEGETATION AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4" DIAMETER UNLESS OTHERWISE NOTED ON THE PLANS. 8. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATUM IS ASSUMED ELEVATIONS. 9. INSTALL STORM DRAIN MARKERS AT EACH NEW STORM DRAIN STRUCTURE PER DETAILS, SHEET 4. CONSTRUCTION NOTES 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. O6 INSTALL ASPHALT APRON PER ASPHALT APRON DETAIL SHT 4. .F- LT I-3 LW® I V:P *ENGINEERING *STREETS *WATER* SEWER*B U [LDING* designed drawn checked proj eng proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 KPG 7539t1Ave N Scott, WA 98109 (206) 286-1640 mrn.kpg.ocm 2502Jeff croon Ave Tacoma, WA 98402 253) 627-0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM S 114TH ST 13 16 file no 1`166PPd5111TH ST,DWG scale 1" = 40' no date revisions date 5,2012 / ge\DESIGN\Drawings\Contract\S 114th St\11166PPR—S 114TH ST.dwg 5/9/2012 8:18 AlI K:\PROJECTS\TUKWILA\I1166 — 2012 Small Dr 1— w N MATCH LINE STA 4+00 260 250 240 230 220 ( E:RK ——244--- .......__`_.—...._ `"-- Y S 114TH ST CO TYPE 1 STA 4+37.05, 9.02' RT RIM 239.38 .. IE OUT 237.44 (8"N) 24 LF 8" SD —DI S=1.60% PK 317 N: 185891.83 E: 1284924.89 ELEV: 245.02 STA 5+68.53, 3.91' RT BARK I —23u- GRASS CONNECT TO _0152 0B TYPE 1 ' , STA 4-29.97, 14.06LT. RIM 238.79 IN 237.00 12"W) • IE OUT 23710 (12"E) IE OUT 237.50 (4"N) IE IN 237.20 (8"S) EXISTING GROUND AT PIPE CENTERLINE .260 PROFILE HOR: 1"=40' VER: 1°=20' 250 240 230 220 ,— C'iCV 5023 / I5 246.1' 12' CMP / 1 6+50 CONSTRUCTION CL APPROXIMATE RIGHT—OF—WAY (TYP) PLAN SCALE: 1" = 40' 0 10 20 40 SCALE IN FEET 270 260 250 240 230 60 C1 LLI STA 6+00.02, 7.99' RT RIM 246.38 IE OUT 244.77 (8°N) CONNECT TO C13 TYPE ' STA 5+84.42, 14.44' LT-\. SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTIUTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 0 PRESERVE AND PROTECT. © INSTALL ASPHALT APRON PER ASPHALT APRON DETAIL, SHT 4. 270 260 IE iN 24-.40(i2"W) IE OUT 244.30 (12"E)- IE IN 244.50 (8"S) 250_ EXISTING GROUND AT PIPE CENTERLINE 240 27 LF..8° SD—DI..S=1.00% PROFILE HOR: 1"=40' VER: 1"=20' 230 PUBLIC' WORKS D PT_ *ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked proj eng proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 KPG 753 93h Ave A Seattle, WA98'09 (206)286.1643 vm7/199.o3m 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0723 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM S 114TH ST 14 16 file no " 66PFR511411751.3WG scale in = 40' 110 date revisions date 5/2012 q, SITE SPECIFIC GENERAL NOTES 39.+00 5/9/2012 8:18'AM1 K:\PROJECTS\Tl1KVNLA\11166 — 2012 Small Drainage\DESIGN\Drawings\Contract\S 142nd Sl\11166PPR—S 142ND ST.d PK 11 N: 176827.61 E: 1285293.05 ELEV: 160.12 STA 31+05.48, 13.35' LT t ' . \ 2 '11_ 52ND AVE S CONSTRUCTION CL 31+On r .52ND AVE S A �' _1 �� '� L_ f- I ' ' -- . _ _ S 1 4' °ILK .i ' <:I *-eITr j \ 4 ) S 142ND ST CONSTRUCTION CL 0 PP APPROXIMATE RIGHT-OF-WAY (TYP) 180 170 GRASS GRASS 52ND AVE S STA 30+00.00= S 142ND ST STA 11+26.73 PLAN 0 10 20 40 SCALE IN FEET CB TYPE 1 STA 31+70.81, 29.75' LT RIM 158.55 IE OUT 156.45 (12"NE) EXISTING GROUND ALONG PIPE CENTERLINE 160 150 140 130 31 LF 12" SD -DI S=0.50% CB TYPE 1 STA 11+22.14, 12.84' LT O RIM 158.49 IE IN 155.68 (12"S) IE OUT 155.68 (12"E) z 107 LF 1-==4.00% 5- C,, L.L7LV57 -__«' n —. 33+50 PK 310 N: 177034.19 E: 1285326.77 ELEV: 158.52 52ND AVE S STA 33+12.93, 14.46' RT S 142ND ST STA 11+41.28, 12.83' LT MATCH LINE STA 12+00 SHEET 16 60 CB TYPE 1 2 STA 31+89.53, 5.35' LT ® RIM 158.68 IE IN 156.30 (12"SW) IE OUT 156.30 (12"N) -123 LF 12" SD -DI S=0.50% C W Y .V, w PROFILE HOR: 1"=40' VER: 1 "=20' P U13 LTC' Wo_ RI _ ENGINEERING *STREETS *WATER* S EWER*B UILDING* designed drawn checked proj cng proj dir field bk no by JLF JLF NJD JLF date 5/2012 5/2012 5/2012 5/2012 KPG 753 91n Ave N Sea*, (206) 286-1640 vandpg.com 2502 Jefferson Ave Tacoma, WA 98&02 (253) 6270720 cn SEPA REVIEW SUBMITTAL 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL 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 UTIUTIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 0 PRESERVE AND PROTECT. 0 REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL SHT 4.. 04 FlLL EXISTING DITCH PER DETAIL SHEET 4.. 0 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE PAVEMENT SECTION, SHT 3. 2012 SMALL DRAINAGE PROGRAM S 142ND ST RECEIVED MAY 10 2012 ► COMM INETY / file no SIi6PPRS II2S031,G1G scale 1" = 40' no date revisions date 5/2012 -FI I-(tiCyCo CO CO i 5 2 2 '4 5 E, 12' CONC. 111 I.E. 5 N. = CGNC 1 I.E. 152. 8, 6' C11P 1, I.E. 15-.0' Sn. 6' 1<81' GRASS 12+00 SHEET N J U ¢ --PLANTER/BARK `Mali) CONS GATE P07T 3725 CGNC GATE POST-, \ IE 143.3, 1:. CGNC CONS DRIVEN% -ss - j - i -00 7 l 1' S�$8'46'47" E -I 1. -T ,L-41 1 1.1 _ yr _ __-....._.. wr. { / �, I t .i ter' LF,ASS 1\ \t (I � CRASS 4 016 G3 NI 35171542i' I.E. \\ E. 155. NE, 3" METAL - COBBLESTONE RETAINIC WAIL 10T LF-1-2 DI 5 00Z-' YKA S 142ND ST CONSTRUCTION CL PLAN SCALE: 1" = 40' C3 4 RIM 142.17' ..E. 139.0' S, !o' CMP 1 1.E. 138.2' N. 12' CMP r±, 12' CGNC. GULV 3-77 -3 IELE. 14n.9'140.F', IL' CGNC '\ 7 6' COSO!OETAL 0 10 20 40 60 SCALE IN FEET 34 5 1 S1;1.14 3475 RIM 142.31 I.E. 120 811' N,S,E.W' CD 3457 f REMOVE EXISTING CB AND CB TYPE 1 STA 12+29.07, 16.00' LT ' RIM 153.58 10 CB TYPE 1 ..IE IN 151.40(12W)............_........................................_-STA 13+45.82, 18.49' LT.. IE OUT 151.30 (12'E) RIM 145.60 I 1S I`:1 152.00 (8'SW) IE IN 143.74 (12"W) IE IN 151.80 (4'N) IE OUT 142.39 (12"E) CL RIM 142.59' I.E. 1405 5. 12' CMP I.E. 140.4' N, 12 CMP AC 00 7' --1 55444 3592 RIM 142.57 I.E. 133.5' N. 1a' CGNC E .1335' SE. 18' METAL GAS 0' CJN ,METAL ER,1BAR7: APPROXIMATE RIGHT-OF-WAY (TYP) • 180 1170 REMOVE. EXISTING -CS AND CB TYPE 1 STA 13+91.12, 19.87' LT O 1160 RIM 142.17 .............. IE IN 139.67 (12"W) IE :N 138.80 (r2"Nl RECONNECT EXISTING-CMP I_ OUT 139.00 (12 S)-RECONNECT EXISTING CMP ' 150 10 0 (L w LLJ 45 L`S B 00% EXISTING GROUND ALONG PIPE CENTERUNE 1< Z PROFILE HOR: 1"=40' VER: 1"=20` 140 130 SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTIUTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM U11UTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND SHALL 8E 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. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES 0 SAWCUT, REMOVE .AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM GRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 0 PRESERVE AND PROTECT. O REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. 0 FRI EXISTING DITCH PER DETAIL, SHEET 4.. 0 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE WALKWAY SECTION, SHT 3. O REMOVE TREE(S). _1' UE3 1L, TcIi WORKS D I- P T'_ ENGINEERING *STREETS *WATER* SEWER*BUILDING * by date designed JLF 5/2012 drawn JLF 5/2012 checked NJD 5/2012 prof eng JLF 5/2012 proi dir field bk no KPG 75391t. Are R Seatik, WA 95109 (206) 2861641 wnx.kpg.com 2502 Jefferson Ave Tacoma. WA 98402 (253) 627-0720 SEPA REVIEW SUBMITTAL 2012 SMALL DRAINAGE PROGRAM S 142ND ST 16 16 file n0 ".16iPP6S'l2MDST.06IG scale 1" = 40' no date revisions dale 5;2012 / a is x 2010/2011 SMALL DRAINAGE PROGRAM PROJECT NO. 91041201 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, PE CITY ENGINEER ROBIN TISCHMAK, PE SCHEDULE OF DRAWINGS SHEET SITE NO. NO. 1 2-4 5 6 7 8-9 10 11 12 13 — 21 22 — 28 1 2 3 4 5 6 7 8 9 TITLE COVER SHEET DETAIL SHEETS WELLS TRUCKING TUKWILA INTERNATIONAL BLVD EAST MARGINAL WAY SOUTH 44TH AVE S EVERGREEN FOODS SOUTH 122ND STREET 40TH AVE SOUTH CONTROL STRUCTURE ACCESS GILUAM CREEK TRASH —RACK CITY COUNCIL ALLAN EKBERG, PRESIDENT JOE DUFFIE JOAN HERNANDEZ KATHY HOUGARDY DE'SEAN QUINN DENNIS ROBERTSON VERNA SEAL LEGEND EXISTING: 0 -0- 0 83 0 4- 09 GV FH TMH PP MON SMH WM CB JB GV GP GATE VALVE FIRE HYDRANT TELEPHONE MANHOLE POWER POLE MONUMENT SANITARY SEWER WATER METER CATCH BASIN JUNCTION BOX GAS VALVE GATE POST GUY WIRE FENCE SHRUBS SIGN MAILBOX GRAVEL STORM DRAIN STRUCTURE EXISTING CONTINUED: 0 —SD- - OHP— PROPOSED: • • • Illlllllllllllllllllll! ■ SD ONO SDMH W G SD OHP TREE STORM DRAIN MANHOLE WATER LINE GAS UNE STORM DRAIN UNE OVERHEAD POWER LINE THICKENED EDGE CEMENT CONCRETE HOT MIX ASPHALT CONTROLLED DENSITY FILL (CDF) CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN PIPE SAWCUT SLIPLINE OR PIPE UNER DRAINAGE FLOW DIRECTION HIGH VISIBIUTY FENCE IrlL` 4�g a. .•iPtdrawn 16 ,i z � +off 1908 Pi ZJBLI C WORKS DE.P 7-7. * ENGINEERING• STREETS •WATER •SEWER+BUILDING * by date ICE.0 75391h Avenue N Seattle, WA 98109(206) 286-1640 www.lyg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 1 designed JLF 6/1' BID DOCUMENTS 28 JLF 6/11 Checked No 6/11 COVER SHEET file no proj� RI 6/11 stele N/A aff no date revisions date 6/n field bk no MAX PAY LIMITS RESTORE ROADWAY PAVEMENT WITH 6' DEPTH HMA, 1/2", PG 64-22 UNLESS NOTED OTHERWISE FOR PAVED DRIVEWAYS AND ROADWAY SHOULDERS SEE TYPICAL DRIVEWAY AND ROADWAY SHOULDER SECTION DETAIL, THIS SHEET /\�\ SURFACE RESTORATION AS SHOWN ON PLANS & AS SPECIFIED, 4' CSTC ON ROAD SHOULDER, GRAVEL \ DRIVEWAYS AND PARKING AREAS. 4' TOPSOIL ELSEWHERE GRAVEL BORROW OR SUITABLE NATIVE COMPACTED TO 95% MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX WHEN DEPTH IS GREATER THAN 4' CSTC FOR PIPE BEDDING COMPACTED TO 95% MAXIMUM DENSITY UNPAVED AREAS SEE NOTE 2 1' SAWCUT EXISTING PAVEMENT APPLY SEALANT AR4000W TO TOP & TACK COAT TO SIDES. EXISTING PAVEMENT NEAT-UNE TRENCH WHEN DEPTH IS LESS THAN 4' CSTC COMPACTED TO 95% MAXIMUM DENSITY STORM DRAIN PIPE PAVED AREAS NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE *FOR PIPES 15 INCHES & UNDER, TRENCH WIDTH = 1.D.+30 INCHES *FOR PIPES 18 INCHES & OVER, TRENCH WIDTH = (1.5 x I.D.)+18 INCHES 2. MAXIMUM PAY LIMITS FOR TRENCH BACKFILL SHALL BE: *NEAT LINE (PER NOTE 1) FOR <= 4' DEPTH. *NEAT UNE PLUS 24" FOR >= 4' DEPTH. TYPICAL TRENCH SECTION NTS 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 ROADWAY CURB AND GUTTER SAWCUT IN NEAT, VERTICAL UNE APPLY SEALANT AR4000W TO TOP & TACK COAT TO SIDES. 1' EDGE RESTORATION TO MATCH EXISTING (HMA 1/2', PG 64-22, CSTC, OR TOPSOIL & HYDROSEED) SEE DETAIL, SHEET 4 NOTES: 1. FOR SITE 2, USE: 6' MIN OR MATCH EXISTING, WHICHEVER IS GREATER 2. FOR SITE 4, USE: 3" MIN HMA THICKENED EDGE DETAIL SITE 2,&4 NTS 4" DEPTH HMA, 1/2', PG 64-22, OR MATCH EXISTING, WHICHEVER IS GREATER 4" CSTC, APPLY SOIL RESIDUAL HERBICIDE PRIOR TO PAVING COMPACTED SUBGRADE TYPICAL HMA DRIVEWAY & ROADWAY SHOULDER SECTION NTS DRAINAGE STRUCTURE 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 HMA 1/2", PG 64-22 2' CLR TYP 3' CLR, TYP WHERE THICKENED EDGE IS IN FRONT OF DRIVEWAY SEE DRIVEWAY TRANSITION DETAIL, SHEET 4 CB 1 2, SEE SHEET 10 EXTRUDED CURB PIPE ANCHOR AND HDPE PIPE FLANGE, SEE DETAILS THIS SHEET NOTES: 12' BOTTOM OF TRENCH FENCE 3 BARS EQ SPACING EA FACE 8'-0' TOPSOIL EXISTING SURFACE COMPACTED TRENCH BACKFILL, CSTC (TYP) GEOTEXIILE FABRIC (TYP) OUTFALL PIPE 0 PER PLAN VENT/ACCESS BEND (ANGLE PER PLAN) JUTE MAT 4� t TOPSOIL 1. ALL FILL SHALL BE PLACED IN THIN LIFTS NOT EXCEEDING 10-INCHES IN LOOSE THICKNESS. EACH LAYER SHALL BE COMPACTED TO NO LESS THAN 95 PERCENT OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM-D 1557-78 (MODIFIED PROCTOR). 2. WITH THE EXCEPTION OF THE UPPER LAYER, GEOFABRIC REINFORCEMENT SHALL BE WRAPPED AROUND EXPOSED FILL FACE AND LAPPED BACK BENEATH OVERLYING FILL LAYER A DISTANCE, LW, OF AT LEAST 6-FEET. TRENCH BLUFF PILLOW DETAIL SITE 5 SEE SHEET 10 NTS PIPE ANCHOR NTS 24' • 7 DIA. PLAN 3 BARS 1'-0' EQ SPACING tEA FACE (TYP) u 8' #41'-6" MATCH VERT REINF 24' PIPE: HDPE PIPE FLANGE NTS FUSION WELDED OR FLANGED CONNECTION PIPE FLANGE / WALL ANCHOR MANUFACTURE FROM SINGLE PIPE INSERTION LOCATION PER PROFILE HDPE PIPE FLANGE WITH BACKING RINGS 1/2" 0 STAINLESS STEEL BOLTS & NUTS VENT PLAN VIEW 6' HDPE VENT/ACCESS FABRICATED HDPE VENT/ACCESS BEND, HDPE PIPE DIAMETER & SDR PER PROFILE. BEND ANGLE = 45' VENT/ACCESS BEND SITE 5 SEE SHEET 10 NTS P UBLIC WORKS DEFT_ * ENGINEERING• STREETS •WATER• SEWER •BUILDING * designed drain checked Proi ei Prot dir field bk no by JLF JLF NJD JLF date 6/11 6/11 6/11 6/11 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 (253) 627-0720 www.lpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM DETAIL SHEET Ett•a-CIS0 2 28 file no seale N/A date revisions date 6/11 CONSTRUCTION GEOTEXTILE FOR SEPARATION UNDER ALL QUARRY SPALLS (TYP) COMPACTED SUBGRADE (TYP) 12" DUCTILE IRON STORM DRAIN PIPE, SEE STORM DRAIN PROFILE CONSTRUCTION GEOTEXTILE FOR SEPARATION UNDER QUARRY SPACES (TYP) COMPACTED SUBGRADE (TYP) SEE TYPICAL TRENCH SECTION, SHEET 2 END QUARRY SPALLS AND CONSTRUCTION GEOTEXTILE AT EL = 81.00' MIN HAND PLACE 2 LAYERS MIN QUARRY SPALLS TO PROVIDE TIGHT HOMOGENOUS MASS OVER DISTURBED DITCH AREA TO ELEVATION 81.00' MIN 4 Sew `\/\,,> 3' STEPS rrn 48" CB TYPE 2 OVERFLOW DEBRIS CAGE SEE DETAIL THIS SHT. • So, 1.10:8,, • o�%/�• //ice//\\//ce;�%!%%i�//�� DITCH INLET STRUCTURE - SECTION A -A SITE 2 - CB 2 SEE SHEET 6 NTS 3' 1 ///, // MATCH FINISHED GRADE OF EARTH BERM OR MATCH EXISTING GRADE (TYP) (Tr) HAND PLACE 2 LAYERS MIN QUARRY SPALLS TO PROVIDE TIGHT HOMOGENOUS MASS OVER DISTURBED DITCH AREA 18" HDPE PIPE, SEE TUKWILA INTERNATIONAL BLVD. PLAN AND PROFILE, SHEET 6. OVERFLOW CHANNEL - SECTION C-C SITE 2 SEE SHEET 6 NTS 0 EXISTING GROUND 18" HDPE STORM DRAIN PIPE, SEE STORM DRAIN PROFILE HINGED, LOCKABLE ACCESS PANEL UPPER BAND TOP OF EARTH BERM, 7 FINISH GRADE IN ALL AREAS EXCEPT OVERFLOW CHANNEL EL = 81.00' 12' MIN (TYP) INSTALL OVERFLOW CHANNEL, SEE DETAIL, THIS SHEET PLAN 24±' IBC ,145. ELEVATION FOUR 9A6 HOLES, EQUALLY SPACED END QUARRY SPALLS AND CONSTRUCTION GEOTEXT1LE AT EL = 81.00' MIN CONSTRUCTION GEOTEXTILE FOR SEPARATION UNDER ALL QUARRY SPALLS (TYP) INSTALL GRAVEL BACKFILL TO CONSTRUCT EARTH BERM WITH TOP FINISHED GRADE EL = 81.00' & MAX SLOPE 2:1. INCLUDE OVERFLOW CHANNEL AS SHOWN IN DETAILS, THIS SHT V4'0 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: 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 48" TYPE 2 CB. OVERFLOW DEBRIS CAGE SITE 2 - CB 2 NTS EL - 78.50' SEE NOTE 4 LOWER BAND HAND PLACE 2 LAYERS MIN QUARRY SPALLS TO PROVIDE TIGHT HOMOGENOUS MASS OVER DISTURBED DITCH AREA TO ELEVATION 81.00' MIN OVERFLOW DEBRIS CAGE SEE DETAIL THIS SHT. 12" MIN (TYP) HAND 48" CB TYPE 2 END QUARRY SPALLS AND CONSTRUCTION GEOTEXTILE AT EL = 81.00' MIN AND MATCH UPSTREAM FLOWLINE OF EXISTING DITCH DITCH INLET STRUCTURE - SECTION B-B SITE 2 - CB 2 SEE SHEET 6 NTS PLACE 2 LAYERS MIN QUARRY SPALLS TO PROVIDE 41 TIGHT HOMOGENOUS MASS Ar,;'. OVER DISTURBED DITCH AREA lb '�11►r CONRUCTIONFOR SEPARATION UNDER ALL QUARRY SPACES (TYP) \/i\ COMPACTED SUBGRADE (TYP) HMA THICKENED EDGE SEE DETAIL SHEET 2 .b: / (TYP)\ \\/� COMPACTED SUBGRADE (TYP) HMA 1/2', PG 64-22 6" COMPACTED DEPTH TYPE 2 CATCH BASIN, 48" DIA OVERFLOW CHANNEL - CATCH BASIN CONNECTION DETAIL - SECTION D-D SITE 2 - GB 1 SEE SHEET 6 J 3 °`'nL' �� 4< a, ova - y �4o tom86-1640 ` P UBLIC WORKS DEFT. *ENGINEERING*STREETS*WATER*SEWER*BUILDING* °'date KPGr 7539th AwnueN Seattle, WA 98109s (206) www.kpg.com 1117Broadway Suite501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 3 n� JLF 6/11 BID DOCUMENTS 28 dralm JLF 6/11 NJD 6/11 DETAIL SHEET 41111.11b, ` ^! 064Ne file no prof ens JLF 6/11 sale N/A prof dir no date revisions date 6/11 field bk no 1 SIGNAL GENERAL NOTES (SITE 3) 1. THE CONTRACTOR SHALL CONTACT CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE SCOTT BATES AT (206) 433-1862 FOR ALL RELATED TRAFFIC SIGNAL COORDINATION. 2. THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST TWO WEEKS IN ADVANCE OF LOOP REMOVAL AND DISCONNECTION AND AT LEAST 3 WORKING DAYS NOTIFICATION PRIOR TO LOOP TESTING. ALL TWISTED PAIR LOOP WIRING SHALL BE DISCONNECTED AT THE JUNCTION BOX SPLICE POINT PRIOR TO GRINDING ROADWAY. ALL LEAD-IN CABLES IN JUNCTION BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION. 3. THE CONTRACTOR SHALL LAY OUT DETECTOR LOOPS AS SHOWN IN INDUCTION LOOP DETAIL CITY OF TUKWILA STD DRAWING, SHEET RS-28. LOOPS SHALL BE CENTERED IN THE TRAFFIC LANE BASED UPON THE CHANNELIZATION PLAN AND BE APPROVED BY THE ENGINEER PRIOR TO SAWCUTTING. 4. IF SAWCUTS OR GRINDING ARE DONE IN A CLOSE VICINITY OF EXISTING LOOPS 'TO REMAIN', THE CONTRACTOR SHALL HAVE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE LOCATE AND MARK EXISTING LOOPS AND STUBOUTS 'TO REMAIN' PRIOR TO ANY PAVEMENT MODIFICATIONS. 5. ONLY JOURNEY LEVEL WORK, IN THE PRESENCE OF THE ENGINEER, IS ALLOWED IN CONTROLLER CABINETS. 6. NEW TWISTED PAIR VEHICLE LOOP DETECTION WIRING SHALL BE IMSA 51-7 #14 IN ASPHALT AND 04 USE-2 IN CONCRETE. 7. THE LOCATION OF ALL FEATURES SHOWN ON THESE PLANS IS APPROXIMATE AND IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SIGNAL RELATED EQUIPMENT LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH WSDOT/APWA STANDARD PLANS, CITY STANDARDS, KING COUNTY TRAFFIC STANDARDS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. WHEN IN CONFLICT, ENGINEER SHALL DETERMINE APPLICABLE APPROVED STANDARDS. HMA THICKENED EDGE SEE DETAIL SHEET 2 AUGN THICKENED EDGE FLOWIJNE WITH CENTER OF CATCH BASIN GRATE THICKENED EDGE SEE DETAIL SHEET 2 ///// I .,y ACP THICKENED EDGE CSTC OR TOPSOIL & HYDROSEED AS DIRECTED BY THE ENGINEER 8:1 ✓ // /i ii //// .///i// V EXISTING ROADWAY EXISTING ROADWAY EXISTING GROUND WITH THICKENED EDGE CSTC OR TOPSOIL & HYDROSEED AS DIRECTED BY THE ENGINEER EXISTING GROUND WITHOUT THICKENED EDGE EDGE RESTORATION DETAILS NTS MAINTAIN POSITIVE FLOW BACK TO ROADWAY ON DOWNSTREAM SIDE OF CATCH BASIN EXISTING GROUND HAND PLACE LIGHT LOOSE RIP RAP AND CHOKE VOIDS VATH QUARRY SPALLS TO AT LEAST THE CENTERLINE OF OUTFALL PIPE CONSTRUCTION GEOTEXIILE FOR SEPARATION ASPHALT APRON WITH THICKENED EDGE DETAIL NOTES: 1. AUGN FLOWLINE WITH THE CENTER OF THE CATCH BASIN GRATE TO MAXIMIZE CATCH BASIN EFFECTIVENESS 2. WHEN POSSIBLE PROVIDE POSITIVE DRAINAGE ON THE DOWNSTREAM SIDE OF THE APRON SUCH THAT ANY PORTION OF THE FLOW NOT COLLECTED CAN PROCEED TO THE NEXT DOWNSTREAM INLET. 3. ADJUST CATCH BASIN RIM SO THAT IT IS NO MORE THAN 3' BELOW EXISTING EDGE OF PAVEMENT TO AVOID CREATING A TRIPPING HAZARD. 4. IN INSTANCES WHERE THE CB IS COLLECTING ADDITIONAL RUNOFF FROM SOURCES OTHER THAN THE STREET SUCH AS A DRIVEWAY OR HILLSIDE, CUSTOMIZE THE APRON TO COLLECT FROM ALL POTENTIAL SOURCES. ASPHALT APRON WITH THICKENED EDGE DETAIL SITE 4 NTS CAREFULLY PLACE HMA TO PROVIDE SMOOTH TRANSITION TO DRIVEWAY THAT WILL ACCOMODATE LOW PROFILE VEHICLES WITHOUT SCRAPING, DEPTH VARIES. FEATHER INTO EXISTING PAVEMENT AND SEAL OR PROVIDE 3' MIN DEPTH IF TRANSITIONING TO GRAVEL DOWNHILL DRIVEWAY TRANSITION DETAIL SITE 4 NTS EXISTING GRAVEL OR ACP APRON *PLACE HMA 1/2', PG 64-22 6' MIN FROM EDGE OF ROADWAY TO RECONNECT DRIVEWAYS TO THE ROADWAY. EXTEND APRON TO 10' MAX IF ACP OR CONCRETE DRIVEWAY CAN BE CONNECTED TO THE ROADWAY. WIDTH VARIES TYPICAL DRIVEWAY DETAIL SITE 4 NTS EDGE OF ROADWAY HMA Jf, PG 64-22, SEE TYPICAL DRIVEWAY & ROADWAY SHOULDER SECTION, SHEET 2. SAWCUT AS REQUIRED EXISTING GRAVEL OR ACP APRON 24' HOPE STORM DRAIN PIPE 20'± I) ....ft, `7 PLACE AT LEAST 5 LARGER �� ,' TO CREATE OUTFALL PAD. ,, J ROCKS AT OUTFALL INVERT EXISTING PAVEMENT 4' HMA 1/2', PG 64-22 PLACE 3 ELEVATED ROWS OF LARGER ROCKS FOR ENERGY DISSIPATION (TYP) HAND PLACE 2 LAYERS MIN LIGHT LOOSE RIP RAP AND CHOKE VOIDS WITH QUARRY SPALLS OUTFALL DETAIL SITE 5 NTS EXISTING GROUND SLOPE EXISTING GROUND TO DRAIN 4' HMA 1/2', PG 64-22 FRAME & GRATE DRAINAGE STRUCTURE ASPHALT APRON DETAIL SITE 4 NTS } A.y' e s °� A y 4 1908 P UBLI C WORKS DEP T. *ENGINEERING*STREETS*WATER*SEWER*BUILDING*' by date ICPC4 7539th Avenue N Seattle, WA 98109 (206) 286-1640 www.t.44.com 1117Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 4 designed JLF 6/11 BID DOCUMENTSfile 28 drain' JLF 6/11 �� NJD 6/11 DETAI L SH EET ♦'. 1 . w _ A" o proj end JLF 6/11 scale N/A proj no date revisions date 6/11 field bk no PK NAIL N: 2000.00 E: 2000.00 ELEV: 100.00' STA 10H-00.00, 0.00' LT CB 425 RIM 98.71' I.E. 95.7' E. 12 PVC B 424 co / co / IM 99.01' E. 95.9' S, 12 ADS E. 95.6' N, 18" CMP 120 SDMH 423 RIM 99.44' LE. 94.9' CENTER SDMH 426 RIM 99.41• I.E. 95.7' W, 1PVC I.E. 92.7' 9, e" CONC. I.E. 95.6' 7 18" CMP LE. 92.6' .jW, 18" CMP . . . . - - ' . •..• • ••. • . • • - " " • -.7'. • " - •••••• •. • • -, ".•.. • . •. BUILDING LOADING DOCK as PK NAIL (DESTROYED) N: 2207.51 E 1953.38 ELEV: 100.51' STA 12+1268, 0.00' LT WELLS TRUCKING 12677 E MARGINAL WAY 0 10 20 40 SCALE IN FEET 60 CB 567 RIM 99.54. I.E. 97.4' E, 6 nix I.E 97.3. SE. 6° FLEX I.E. 97.3' NW, 8° PVC /13 • • • • . SDMH '5507 . . • -. •.7- .• •••••••':...-:. • -. • -• ..f.:C121 36" CMP- SD STCR. IN/OIL SEPARATOR RIM 99.55. I.E. 97.1' SE, 8" PVC I.E. 96.6' NW, SI.T:E & TYPE UNKNOWN .STA 101-33.9.6. .......... .RT CONNECT TO DOING CB STA 10+48.09, 52.52 LIT INSTALL TYPE 2 CB, 48' DIA VATH LOCKING Soup GRATE 100 99:41Th 80 101.19 STA 11+06,72 .20,12'. INSTALL TYPE 2 CB, 461- DIA WITH LOCKING VANED GpAit .STA .121-.63,36...2Z.Q5' LT STA. 12+61,55.. 25,0:3! . LT INSTALL TYPE 2 CB, 48' DIA CONNECT TO EXISTING CB WITH LOCKING VANED GRATE EXISTING GROUND ALONG 100.30 PROPOSED STORM CL 99.08 98:70 GENERAL NOTES (ALL SITES) 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREIN, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO 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 UT1L111ES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE DCPLORA110N. CALL 1-800-424-5555. 2. CONTRACTOR MUST PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. 3. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. THE CONTRACTOR SHALL LOCATE SERVICES AND COORDINATE WITH UTILITY OWNER TO RELOCATE SERVICES THAT CONFLICT WITH NEW STORM DRAIN AS NECESSARY. U11UTY COORDINATION FOR RELOCATION SHALL BE INCIDENTAL TO STORM DRAIN INSTALATION. 4. HAND DIG WITHIN 2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT ALL 1.111LITY CROSSINGS WITH LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 5. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED MITER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PIPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS. 6. REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN ALIGNMENT CONFLICTS WITH THE EXISTING STORM DRAIN ALIGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. LEAR AND GRUB DOSING VEGETATION AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4' DIAMETER UNLESS OTHERWISE NOTED ON THE PLANS. 8. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATIJM IS ASSUMED ELEVATIONS. 9. STORM DRAIN PROFILES ARE ALONG MAINLINE STORM DRAIN PIPE ALIGNMENTS. SITE SPECIFIC GENERAL NOTES 1. FOR NON -SITE SPECIFIC GENERAL NOTES, SEE GENERAL NOTES (ALL SITES) ABOVE 2. NOTIFY MISTIE BOUDREAU, GENERAL MANAGER OF WELLS TRUCKING AT LEAST 1 WED< PRIOR TO BEGINNING CONSTRUCTION AT THIS SITE AT (206) 762 5330. COORDINATE WITH WELLS TRUCKING REPRESENTATIVES ON A DAILY BASIS DURING CONSTRUCTION. 3. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 120 CONSTRUCTION NOTES 100 c 93. LE:18-• .PVC SD • PIPE C•4 CO cO cr, oP = o % 147. LP 11e PVC SD PIPE SLOPE.- .0.•50Z Fr, 0 0 f"-- 0 16 LF •18' PVC SD PIPE 60 SLOPE:m.1150Z 8 LF 18.* PVC SD PIPE: SM.= 0.50Z •. PROVIDE -DRY PACK •CDF• BACKFILL THIS 'SITE CONTAINS CEMENT KILN DUST IMPACTED SOILS, SEE SPECIFICATIONS FOR DISPOSAL REQUIREMENTS SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MINIMUM OR MATCH EXISTING PAVEMENT DEPTH. SEE TYPICAL TRENCH SECTION DETAIL SHEET 2. 0 REMOVE AND REPLACE APPROXIMATELY 10 LF OF CHAIN UNK FENCE TO MINIMUM EXTENTS NECESSARY FOR INSTALLATION OF STORM DRAIN PIPE. SECURE FENCE AT THE END OF EACH WORK DAY TO MAINTAIN THE EXISTING LEVEL OF SECURITY AT WELLS TRUCKING. REMOVE TREE. EXCAVATE AND REMOVE STUMP AS NECESSARY TO INSTALL STORM DRAIN PIPE. 0 ABANDON EXISTING STORM DRAIN PIPE IN PLACE. SEE SPECIFICATIONS. PROVIDE DRY PACK CDF BACKF11.1 & PIPE ZONE BEDDING BETWEEN CONNECTION TO CATCH BASIN 4 AND 5 TO PREVENT MIGRATION CONTAMINANTS INTO EXISTING SYSTEM. 80 L.) REMOVE AND DISPOSE OF EXISTING DRAINAGE SYSTEM TO MINIMUM EXTENTS NECESSARY FOR INSTALLATION OF NEW DRAINAGE SYSTEM. 0 RESTORE DISTURBED GRAVEL PARKING AREA VAN GRADED AND COMPACTED TC 0 RESTORE DISTURBED SURFACE HUH TOPSOIL AND HYDROSEED. 60 PROFILE HOR: 1"=40' VER: 1"=20' CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 i if/ Li -Biel Cy wORKS _DEP' 2" . *ENGINEERING*STREETS*WATER*SEWER*BUILDING* by date IC.3E, 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 5 designed JLF 6/11 BID DOCUMENTS 28 drann JLF 6/11 checked NM 6/11 SITE 1 - WELLS TRUCKING 411166. i I /V Alk rse file no prof en/ JLF 6/11 scale r = 4CY NO thr no dote revisions date Mt field bk no %SITE SPECIFIC GENERAL NOTES 1. FOR NON -SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 3. SEE DETAIL SHEET 3 FOR SECTIONS A -A, B-B, C-C & D-D. 4. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETED BY SEPTEMBER 15, 2011. CONSTRUCTION NOTES 0 PLACE MINIMUM TWO LAYERS OF LIGHT LOOSE RIP RAP AND CHOKE VOIDS WITH QUARRY SPALLS TO PROVIDE TIGHT HOMOGENOUS MASS ALONG DITCH BELOW THE 81 FT FINISHED GRADE CONTOUR LINE HAND WORK WILL BE REQUIRED. SEE DETAIL SHEET 3. O CONSTRUCT EARTH BERM PER FINISHED GROUND CONTOUR LINES AND DETAIL SEE DETAIL SHEET 3. 0 REMOVE EXISTING TREES (10 TOTAL) AND OTHER VEGETATION AS REQUIRED TO INSTALL NEW DRAINAGE SYSTEM. ® REMOVE AND DISPOSE OF EXISTING DRAINAGE SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. O REMOVE EXISTING SLOPE PROTECTION ROCKS AS NECESSARY FOR TRENCHING. REINSTALL EXISTING ROCKS ON SLOPE AFTER PIPE INSTALLATION. 0 REMOVE SHRUBS, BUSHES AND OTHER VEGETATION AS NECESSARY FOR TRENCHING. 0 INSTALL ASPHALT THICKENED EDGE PER DETAIL SHEET 2. ® SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MINIMUM OR MATCH EXISTING PAVEMENT DEPTH. SEE TYPICAL TRENCH SECTION DETAIL SHEET 2. 0 USE EXISTING ROCK ON SITE TO FILL WASHOUT HOLE 0 REVEGETATION AREA APPROX. 1550 SF, SEE REVEGETARON NOTES THIS SHEET. 0 INSTALL OVERFLOW CHANNEL SEE DETAIL, SHEET 3 120 STA .10+00.00,. 0.00'• LT EXISTING. CEI STA• 40+07:97; • 6:93 • LT. 0 EXISTING .CB STA• 10+5213, 13.05'. LT • I1NSTALL:CB E' 2,3'TYP' 48''DIA® WWIH'SOLID'LOCKING'COVER CONNECT TO'EX' 12"' ADS EXISTING GROUND CONTOUR LINES (TYP) PROJECT LOCATION MAP - SITE 2 - TUKWILA INTERNATIONAL BLVD. NTS PROFILE HOR: 1"=40' VER: 1"=20' 100 80 6 EXIS11NG GROUND' • • • • • • • • • • • • • ' STA ••10+70.08;••18.54••LT INSTALL CB TYPE -2; •48 DIAL : W/ •OVERFLOW DEBRIS. CAGE. .EARTH .BERM .FINISHED. GRADE .SEE. DETAIL .SHEET 3 OVERFLOW CHANNEL •FINISHED• GRADE SEE• DETAIL •SHEET 3 XISTING 1z„ ADS SD. PIPE 40 86.95 83.7D (EX)' N N co "o 0- 0- I SEE DETAIL SHEET 3 AD U) 78:50. 120 100 • SLOPE=:50.00% 7.' RADIUS SD•LF •48'••HOPE ..SD.PIP SLOPE•= •30;35% 20. LE .12" DI SD. PIPE SLOPE ._. 40.20%. STA. 11+05:59;•29:64-LT /;`� REMOVE EXISTING CB . �J INSTALL' CB 'TYPE •Z 48''DIA WITH' VANED GRATE CONNECT TO' EXISTING' STDPIPES 64:08 EXISTING 18''•ONC' SD •PIPE • • • • • 80 60 40 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 • s4N 's CENTER OF EX STORM DRAIN STR N: 184084.66 E: 1279099.12 ELEV: 91.2' STA 10+00.00, 0.00' LT PK NAIL N: 184212.59 E: 1279162.03 ELEV: 62.66' STA 11+42.55, 0.00' LT c0 N v ZXI s y 9 `,`fir:\,,, 2. O 11 \ 3 \ REVEGETATION NOTES 1. INSTALL' FINE COMPOST EVENLY TO ENTIRE DISTURBED AREA. 2. INSTALL T PORARY EROSION CONTROL MATTING/JUTE MATTING OVER ENTIRE COMPOSTED AREA AND FASTENED IN PLACE PER J WSDOT STANDARD PLAN I-60.10-00. g 3. CUT SMALL OPENINGS IN EROSION CONTROL MATTING AS NECESSARY \ TO ALLOW PIT PLANTING OF SPECIFIED PLANT MATERIAL 4. PIT PLACE THE FOLLOWING PLANT MATERIAL IN MIXED GROUPS OF 8-10 PLANTS 0 36' O.C. TRIANGULAR SPACING, EVENLY OVER DISTURBED AREA: 5 45 , )-,L (S ( S 1 WI'l ✓`Pa (50) ACER CIRCINATUM/VINE MAPLE, 1 GAL CONT. (50) MAHONIA AQUIFODUM/ OREGON GRAPE, 1 GAL CONT. (50) RUBUS PARVIFOUA/ THIMBLEBERRY, 1 GAL CONT. (50) SYMPHORICARPUS ALBUS/ SNOWBERRY, 1 GAL CONT. 5. PLANT MATERIAL SHALL BE WATERED THOROUGHLY AT TIME OF PLANTING AND AS REQUIRED TO MAINTAIN PLANT HEALTH UN11L FINAL ACCEPTANCE. qGtQ GSQC j 0C TO GRAVEL ACCESS RD FROM SABEY CORPORATION PARKING AREA 0 5 10 20 30 SCALE IN FEET IL 1 a x y by date ,KpG AvenueN Seattle, WA 98109(206) 286-1640 wwa.lpg.com Suite501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 1908 P UBLIC WORKS DEP T. demoted 6/11 BID DOCUMENTS JLF (28 , *ENGINEERING*STREETS*WATER*SEWER*BUILDING* checked NJD 6/11 SITE 2-TUKWILA INTERNATIONAL BLVD _ — proj eng JLf 6/11 file no paldir scale 1'=20' field bk no no date revisions date 6/11 - PK 1 N. 192616.47 E 127849208 ELEV. 18.49' SSMH 159 RIM 18.46' I.E. 8.6' SW -NW 6 CL CB 101 (CURB INLET) RIM 18,28' I.E. N/A: NO PIPES FOUND ELEV 14.s 6 BOTTIk.1 STCR FULL 0= WATER ELEV 14.8' AT TOP 00 PIPE IN CONC VAULT -1 E. MARGINAL WAY S. 60 SSMH 153 RIM 17.98' • dA; I.E. 8.1' SE,NE-SW Cl STCR FULL OF WATER ,3' DIA BRICK. STCR Wi VALVE AND OLD WATER LINE (CONNEC)ONS UNCERTAIN) -PORTION OF ELEVATED PEDESTRIAN BRIDGE BRICK WATER STCR YU' CB 142 .ABANDONED PIPE TO WEST ,-RIM CB 143 / I.E. 16.3 S, 6" METAL . I.E. 16.1' NW, 8" PLASTIC RIM 1' 72' I.E. 16.6' N, 6" METAL p • \ 4 SD BUG d I 4 FO CB 190 CR 127 /RIM 17.99' /RIM 17.92' I.E. 15.9' SE, 8" PLASTIC / I.E. 15.8' SE. 8" PLASTIC I.E. 15.9' NW, 8' PLASTIC I.E. 15.8' NE. 8` PLASTIC SD SDMH 128 13 N 24" 16' 50" W I.E. 15.3 SW, 8" PLASTIC I.E. 13.7' NE, 8" PLASTIC I.E.12.0' NW, 12" PLASTIC CB 241 RIM 17.94' I.E. 15.8' NW., 8" PLASTIC E. MARGINAL WAY S. 3' DUCT (SEE NOTE 61 - FO FO \-4' DUCT (SEE NOTE 6) 1 0 10 20 40 SCALE IN FEET 60 SITE SPECIFIC GENERAL NOTES 1. FOR NON -SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. FOR SIGNAL GENERAL NOTES SEE DETAIL SHEET 4. CONSTRUCTION NOTES PK 2 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL N. 192925.84 STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 8' MINIMUM OR MATCH E. 127835Z52 EXISTING PAVEMENT DEPTH, SEE TYPICAL TRENCH SECTION DETAIL, SHEET 2. ELEV. 17.96' 60 40 20 STA• 10+55.66, • 11:15'. L • 'INSTALL .88 •TYPE 1 WITH • LOCKING ' VANED. ORATE 4.0_.LF..12"..DIA . DL.SD..PIPE 40 S ._. 0.50% 3. . STA .12f06.68, .3t 48'. RT . CONNECT . TO. EXISTING .CB 0 1760 STA t0+54.33, 28.08'• RT' ' INSTALL CB'TYPE '1 WITH' SOLID 'VANED: GRATE ,- EXISTING GROUND ' LB.43: .18.40 tri -20 :152 LF 12" •DIA 'DI'SDPIPE S •_• 0.50% U) EXISTING. TELE fE. .UNK • EXISTING 'POWER 1E IJNK a9 'EXISTING 12" PLAS11C SD PIPE 20 0 2XISTING KKR 1E. UNK.: EXISTING •WATE1R IE•UNK• EXISTING • SIGNAL .LOOPS EXISTING . POWER STA -1-.37-.7- TO •STA 4+58.8 IE .UNK • EXISTING SIGNAL LOOPS EXiI'sriNc 'POWER •• STA 2+09.8 TO STA 2+16.7 1E' UNK PROFILE HOR: 1 "=40' VER: 1"=20` -20 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS SHOWN. GRADE NEW PAVEMENT TO DRAIN TOWARD STORM DRAIN STRUCTURE NO. 1. HMA PATCH DEPTH TO BE 8" MINIMUM OR MATCH EXISTING PAVEMENT DEPTH. SEE TYPICAL TRENCH SECTION DETAIL, SHEET 2. 0 REMOVE AND REPLACE CHANNELIZATION AS NECESSARY FOR STORM DRAIN INSTALLATION. MATCH EXISTING MATERIAL AND LOCATION. O POTHOLE EXISTING UTILITY AND PROVIDE SIZE AND DEPTH OF COVER TO ENGINEER AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING STORM DRAIN INSTALLATION ON THIS SITE. SIGNAL CONSTRUCTION NOTES O LOCATION OF EXISTING TRAFFIC CONTROLLER CABINET. ONLY JOURNEY LEVEL WORK, IN THE PRESENCE OF 1HE ENGINEER, IS ALLOWED IN THE CABINETS. ABANDON EXISTING VEHICLE INDUCTION LOOP AND REMOVE SECTION OF EXISTING TWISTED PAIR LOOP WIRING FROM JUNCTION BOX TO PAVEMENT. INSTALL 6' DIA VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-8c AND J-8d EXCEPT LOOP SPACING SHALL BE PER CITY OF TUKWILA STANDARD DETAIL RS-28. LOOP LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO SAWCUTTING. O LOCATE AND RE -USE EXISTING STUBOUT. PROTECT STUBOUT DURING CONSTRUCTION. ® LOCATION OF EXISTING TRAFFIC JUNCTION BOX. SPLICE TWISTED PAIR VEHICLE DETECTION LOOP WIRING TO EXISTING LEAD-IN CABLES IN 1HE PRESENCE OF ENGINEER. O MAINTAIN MIN 3' CLEARANCE BETWEEN VEHICLE DETECTION LOOP AND METAL UTILITY LID. © EXISTING VEHICLE DETECTION LOOPS TO REMAIN. LOCATE AND PROTECT EXISTING LOOP WIRING AND STUBOUT PRIOR TO CONSTRUCTION AND SAWCUTTING. SIGNAL LEGEND EXISTING LIEN LEJ ®mm ( '1 DESCRIPTION TRAFFIC CONTROLLER CABINET SIGNAL POLE WITH MAST ARM JUNCTION BOX TYPE 1, 2, 8 CONDUIT 0 VEHICLE DETECTION LOOP CONSTRUCTION NOTE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 4.g`" q � z y ��,� � 1908 P UBLIC WORKS DEPT. *ENGINEERING*STREETS*WATER*SEWER*BUILDING* - b' 11 KpG 7539th AvenueN Seattle, WA 98109 (206) 286-1640 www.Kpg•com 1117Broadway Su0e501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 7 , BID DOCUMENTS 28 drawn JLF 6/11 checked NJD 6/11 SITE 3 - EAST MARGINAL WAY SOUTH file ne 11026PPR06.D' pro] end NJD 6/11 Beale 1" = 40' pro] dk no date revisions date sin ' field bk no F .ffto -- PK 19 <^ N: 99268.214 v E 99956.401 > , K ELEV: 506.13 STA 9+69.69, 18.53' 1-1r _ 560 0 V 4318 0 v ■y O rrt NO2'02'42'E 44TH AVE S A1f3 -.=—K 3 12253 0 12249 8 GRASS T o n A n 2 rc..M _ a..4111®rim t .. .c • 0 o 1111114 GRASS s 6' WOOD --505�� s >_ GRA.. O o � o _ ' o _ GRASS o 0 APPROXIMATE RIGHT OF WAY 4402 o 0 aooig 12254 0 10 20 40 60 SCALE IN FEET 12245 APPROXIMATE RIGHT OF WAY 5,, WOOD 5 CONC/M 0 o 0 o Tr PK 17 12246 12242 N: 99521.968 12236 E. 99995.544 ELEV: 502.82 STA 12+24.67, 11.53' RT CP PK 16 N: 99641.589 E 99977.942 ELEV: 501.50 STA 13+43.59, 10.33' LT 12235 502 ARK © 560 540 STA' 10+24:92, 15:50' LT "NSTALL.TYPE :1'CB' WI1}1 LOCKING 'VANED. GRATE STA 11+29.58, 14.60` LT INSTALL. TYPE .1. CR • .WITH. LOCKING. VANED GRATE STA •11+29.58, 13.50'• RT INSTAth TYPE 1 CB WITH t0CKINt3 VANED •GRATE STA 12+24.89,13:5'RT INSTALL 'TYPE i C$ .. . . *VW LOGRMG' VANED GRATE STA 13+16.88, 14.85 LT 44113 AVE.S. INSTALL. TYPE .1. CB : CL STA 13+16.97, 13.50RT INSTALL .TYPE .1..CB WITH. LOCKING..YANED..GRATE. 520 STA •40+24.92;-13:60••RT 441H • AVE...S • • INSTALL TYPE • T. CB • OL WITH. LOCKING. VANED GRATE 4413 .AVE..S GL EX: GAS 505:02 . 1 500 EX.. GAS 0 40. xlv tE •UNK EX: WATER • IE UNK 505.10 . STA .2+21.41; • 14:60' • LT- • 441H 'AVE' S " INSTALL -Mel -CB N71H'LOCKING 'VANED. GRATE WITH. LOCKING. PANED. GRATE. 61 IE UNK IE UNK 28. LF.12' DIA .DI .SD. PIPE S-0.50%: LJ N 480 : 1U51F12' DIA DI $0„PIPE S = 1.46% 502.2 EX: •GA IE UNK EX. WATER IE UNK 28.1F.12' DIA DI SD PIPE S.:.0.5D% : EX. GAS IE •UNN FX SEWER .66 �S03:57 {E• 491.29502 ' • 29. LF.12'. DIA .DI• .SD. PIPE S-0.52%. • Et. WATER 'SERVICE' • IE UNK 95-Lf +2° DIA•el• SD 'PIPE . S•=-0:81% • EX: POWER/TELE. IE UNK EX. GAS SVC... IE . UNK • 501:67 � • €X. • WATER 540 F'ONK EX. SEWER IE .491.29 : 9 LF 2'..DIA.DI.S0. PIPE 28 LF..12'.DIA. DI S n.0.50% 2-501:82 SD..PIPE EXISTING .GROUND. ALONG PROP.OSED. STORM .CL 5=123% E•X.• GAS- SYC. IE UNK EX: WATER 'SERVICE • IE UNK .EX WATER . SERVICE IE. UNK EX. GAS rE UNK WI0 vv 150' LF 1 t DIA Df SD PIPE S = 1.06% EX.. GAS IE UNK Svc EX.. WATER IE UNK SERVICE 520 CONSTRUCTION NOTES 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MINIMUM OR MATCH EXISTING PAVEMENT DEPTH. SEE TYPICAL TRENCH SECTION DETAIL, SHEET 2. 0 REMOVE MAILBOX AND MAILBOX SUPPORT AND MAINTAIN IN TEMPORARY LOCATION DURING CONSTRUCTION. REPLACE IN PERMANENT LOCATION AFTER INSTALLATION OF STORM DRAIN. rn SEE SITE SPECIFIC GENERAL NOTE 3, THIS SHEET. w 0 PRESERVE AND PROTECT EXISTING MAILBOX O SAWCUT AND REMOVE HMA PAVEMENT TO PROVIDE CLEAN PAVING JOINT. INSTALL HMA ROADWAY SHOULDER SWALE PER DETAILS ON SHEET 2. PAVEMENT DEPTH SHALL BE 6' MIN WITHIN TRAVELED WAY AND 3' MIN ALONG ROADWAY SHOULDER. N GRADE HMA SWALE TO DRAIN TO NEW CATCH BASINS. O5 REMOVE EXISTING DRIVEWAY AND INSTALL HMA DRIVEWAY PER DETAILS, SHEET 2. © CONSTRUCT HMA APRON AROUND CATCH BASIN, SEE ASPHALT APRON DETAIL SHEET 4. 0 PRESERVE, PROTECT AND MAINTAIN USE OF EXISTING WATER METER. ® REMOVE WATER METER BOX AND MAINTAIN CONTINUOUS OPERATION OF WATER SERVICE REPLACE IN PERMANENT LOCATION AFTER INSTALLATION OF STORM DRAIN. 0 PRESERVE AND PROTECT EXISTING SIGN. 0 PRESERVE AND PROTECT EXISTING FENCE. 0 REMOVE AND REPLACE DOSING RAILROAD TIES 0 PRESERVE AND PROTECT EXISTING RAILROAD TIES. 0 TRIM EXISTING TREE BRANCHES AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. 0 INSTALL ASPHALT THICKENED EDGE PER DETAIL, SHEET 2. 0 INSTALL, GRADE, AND COMPACT CSTC TO ELIMINATE LOW POINT. 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL ASPHALT THICKENED EDGE. SEE ASPHALT THICKENED EDGE DETAIL, SHEET 2. 0 CONSTRUCT HMA APRON WITH THICKENED EDGE AROUND CATCH BASIN, SEE ASPHALT APRON WITH THICKENED EDGE DETAIL, SHEET 4. 0 POTHOLE EXISTING UTILITY AND PROVIDE SIZE AND DEPTH OF COVER TO ENGINEER AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING STORM DRAIN INSTALLATION ON THIS SITE. SITE SPECIFIC GENERAL NOTES 1. FOR NON -SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. PERFORM EDGE RESTORATION AT DISTURBED AREAS UPON COMPLETION OF STORM DRAIN SYSTEM INSTALLATION AND PAVING. SEE DETAIL SHEET 4. 500 3. COORDINATE MAILBOX REMOVAL, REPLACEMENT AND TEMPORARY MAIL DROP WITH PROPERTY OWNER AND POST OFFICE AT LEAST 5 DAYS PRIOR TO REMOVAL 480 PROFILE HOR: 1'=40' VER: 1'=20' CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 F UBLIC WORKS DEFT. * ENGINEERING* STREETS •WATER * SEWER •BUILDING * deigned dram checked Pro] 1�G Pro] (Cr by JLF JLF NJD JLF date 6/11 6/11 6/11 6/11 field bk no KPQ 753 9th Avenue N Seattle, WA 98109(206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 4 - 44TH AVE. S E(Lr,cco date revisions 8 28 me ne 10013PPRO9.DWG scale r = 40' date 6/11 0- CONSTRUCTION NOTES 560 CO H w N O d- N W 12227 GRASS GRASS 0 12228 a 0 GRASS CHLk 0 0. 12221 52 o !'GRASS OOD 12215 S �I . GRASS 12222 12218 12207 6' TALL s 0 m ��c 12205 APPROXIMATE RIGHT OF WAY 5 GRASS NO2'02'42'E 44TH AVE S B 4' CHL: Tr - GRASS APPROXIMATE RIGHT OF WAY 12208 12202 0 10 20 40 SCALE IN FEET 60 o 4' CHL o -T o 0 0 FOUND RR SPIKE N: 100000.00 E 100000.00 ELEV: 500.00 STA 17+2.56, 1.07' LT 560 540 520 500 STA'14+67.19; 13.48'LT .10 • INSTALL 'TYPE 'i'CB 11111111'E-0CKING'VANED' GRATE EX..GAS IE UNK 500.08 ••150•LF•12"•DIA .. DI .SD PIPE • S• _ • 1:06% 441Ii.AVE' S SZA.14:07.19,..14,Q4'.R • CL INSTALL .TYPE.1. C8 WITH. LOOKING..VANED .GRATE EX: WATER STA •16+63.93; •15.60' RT INSTALL TYPE 1 CB WITH LOCKING VANED GRATE STA 16+63.93; 15.50'. LT CONNECT -TO• EXISTING CB • 28 .LF.12'. DIA. DI. SD PIPE S v. 0.50% IE' UNK EX SEWER IE . 49P 9' (50'35 540 44T11. AVE..S CL 32 LF .12' .DIA. DI . SD. PIPE EXISTING - GROUND •ALONG S — 0.50% PROPOSED "STORM' CL 499.1 480: EX. WATER SERVICE It UNK • • • EX: WATER •S€RRVICE ... EX, .GAS 00,, 0, S 0 50% EX. WATERSERVICE I Ex. WATER'S'ERWE 197 LF 12" DIA•DI SD •PIPE os cn IE UNK IE,.LJI'f< EX: 'WA 4s8.78 IE UNK EX..SEWER 489:96' EX. POWER TELE. IE . JE..UNK PROFILE HOR: 1"=40' VER: 1'=20` Oj SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MINIMUM OR MATCH EXISTING PAVEMENT DEPTH. SEE TYPICAL TRENCH SECTION DETAIL, SHEET 2. O REMOVE MAILBOX AND MAILBOX SUPPORT AND MAINTAIN IN TEMPORARY LOCATION DURING CONSTRUCTION. REPLACE IN PERMANENT LOCATION AFTER INSTALLATION OF STORM DRAIN. SEE SITE SPECIFIC GENERAL NOTE 3, THIS SHEET. O REMOVE EXISTING DRIVEWAY AND INSTALL HMA DRIVEWAY PER DETAILS, SHEET 2. © CONSTRUCT HMA APRON AROUND CATCH BASIN, SEE ASPHALT APRON DETAIL, SHEET 4. 0 PRESERVE, PROTECT AND MAINTAIN USE OF EXISTING WATER METER. ® REMOVE WATER METER BOX AND MAINTAIN CONTINUOUS USE OF WATER SERVICE. REPLACE IN PERMANENT LOCATION AFTER INSTALLATION OF STORM DRAIN. 0 PRESERVE AND PROTECT DOTING FENCE. 0 PRESERVE AND PROTECT EXISTING RAILROAD 11ES. 14 INSTALL ASPHALT THICKENED EDGE PER DETAIL SHEET 2. 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL ASPHALT THICKENED EDGE SEE ASPHALT THICKENED EDGE DETAIL SHEET 2. 0 CONSTRUCT HMA APRON WITH THICKENED EDGE AROUND CATCH BASIN, SEE ASPHALT APRON WITH THICKENED EDGE DETAIL, SHEET 4. 0 TRIM EXISTING SHRUBS AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. 0 POTHOLE EASING U1ILITY AND PROVIDE SIZE AND DEPTH OF COVER TO ENGINEER AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING STORM DRAIN INSTALLATION ON THIS SITE. SITE SPECIFIC GENERAL NOTES 1. FOR NON —SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. PERFORM EDGE RESTORATION AT DISTURBED AREAS UPON COMPLETION OF STORM DRAIN SYSTEM INSTALLATION AND PAVING. SEE DETAIL SHEET 4. 3. COORDINATE MAILBOX REMOVAL REPLACEMENT AND TEMPORARY MAIL DROP WITH PROPERTY OWNER AND POST OFFICE AT LEAST 5 DAYS PRIOR TO REMOVAL CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 520 500 480 JLF 6/11 7Kp AvenueN Seattle, WA 98109 (206) 286-1640 www.kpg.com B Suite501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM C 2 checked NJD 6/11 SITE 4 - 44TH AVE, S proj end JLF 6/11DOCUMENTS file no 10013PPRO9.D prof dQ scale 1' -40 1908'`l field by no no date revisions date 6/11 1 I-(`�IICo SOMFI 656 RIM 103.18' I.E. 96.0' N, 24" CMP 10 SOMH 608 RIM 104.05' I.E. 95.5' VI, 30' CONC. LE. 95. i ' S, 30" CMP LE. 95.1' N, 30' GIP EVERGREEN FOODS 13800 TUKWILA INTERNATIONAL BLVD. 30 N 06' 52' 33" W 11 1---------ilIl--ir*io-l==IW, 'M-MI-M-M-Illii Mill -1=-M-M1M-111111- 1111M-M-M11-M-Inl- SD SD PK NAIL N: 4000.00 E. 4000.00 ELEV: 100.00' STA 12+15.72. 16.92LT BUILDING 12 PK NAIL N: 3927.45 E: 4041.89 ELEV: 101.11' STA 11+38.68, 15.98' RT SOMH 609 RIM 98.04' I.E. 94.2' VI, 12" CMP I.E. 94.0' N, 12" COP .5. 94.0' S, 24" CMP I.E. 94.0' E, 24' CMP CONTROL MH 610 RIM 100.81' I.E. 94.0' 151, 12" CMP I.E. 94.0' S. 12' OWP TOP OF STANDPIPE W. 97.5' SOMH 611 W/DEFLECTOR / RIM 99.02' I.E. 94.3' E, cCMP / I.E. 87.7' 5, 30" CMP / I.E. 87.6' NE, 24' alP 0 10 20 40 60 SCALE IN FEET 13 CULVERT EXITS GROUND SHOT ON TOP OF IPIPE CULV 24" CMP I E. 55.1 120 STA'10+20.09; 5�O RT EXISTING STORM • DRAIN 'STRUCTURE-' STA' 12+57.61; 5:00'RT ExIMIND Sb iP APPROX IE 94.96 REMOVE COSTING CATCH BASIN AND INSTALL 54" BR 'TYPE '2 'CEF WITH. LOCKING. VANED' 'GRATE 99.02 238' tF' TiXISTING STORM. DRAW . PIPE o o Lri Lri COSTING-SEF-PIPE IE- UNK • o • r--1. do LLLL LLLL LLL. L LLLLLLL • .LLLI., MA 'MOM t4) EXISTING GROUND •INSTAII 1RENCH BLUFF PltiOW•PER•DETAILS, 92. INSTALL .LANGE AND PIPE ANCHCR • OATH 2 .ET. CLEAR. FROM. EDGE. QF CB SEE .DETNLS, .SHEET .2 INSTALL 30 LF. 24" SHEET V.-HISTORIC 'DUMPSITE • MAY BE ENCOUNTERED 'DURING 'EXCAVATION WHERE 'SD' PIPE DAYUGHTS; INSTAEL ' 24." 'HDPE '45' BEND 'WITH' VENT 41444-.....74SEE'DETAIL'SFIEET'2 • HDPE SD. PIPE • REHABILITATE. 238 .LF .EXISTING. 30' CMP :INSTALL. 24'. HDPE .SLJPLINE OR. 30-- -PIPE .LJNER SLOPE.=.3.12% REMOVE EXISTING'SD PIPE INSTALL 9515 24" •HDPE SD PIPE ON .TOP. OF . COSTING. GRADE.. SLOPE. VARIES • • ..INSTALL OUTFALL PER DETAIL,.SHEET 4 PROFILE HOR: 1'=40' VER: 1"=20, 100 80 60 40 SITE SPECIFIC GENERAL NOTES 1. 2. FOR NON -SITE SPECIFIC GENERAL NOTES, SEE DETAIL SHEET 2. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 3. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 15, 2011. 4. NOTIFY EVERGREEN FOODS AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION AT THIS SITE AT (206) 242 5700. COORDINATE WITH EVERGREEN FOODS REPRESENTATIVES ON A DAILY BASIS DURING CONSTRUCTION CONSTRUCTION NOTES UTTUZE DOSING ROCK AND RUBBLE AT THE OUTFALL TO PROVIDE SCOUR PROTECTION AND ENERGY DISSIPATION. SUPPLEMENT EXISTING MATERIAL VATH MINIMUM TWO LAYERS OF UGHT LOOSE RIP RAP. CHOKE VOIDS WITH QUARRY SPALLS TO PROVIDE TIGHT HOMOGENOUS MASS AT OUTFALL USE LARGER ROCKS TO FORM 3 ELEVATED ROWS FOR ENERGY DISIPATION. HAND WORK WILL BE REQUIRED. SEE OUTFALL DETAIL SHEET 4. 0 REMOVE AND DISPOSE OF EXISTING DRAINAGE SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 0 REMOVE Alt DOSING SLOPE MATERIAL AS NECESSARY FOR TRENCHING AND PIPE INSTALLATION. GRADE FINAL SLOPE TO MATCH EXISTING. INSTALL TEMPORARY EROSION CONTROL BLANKET/ JUTE MATTING. SEE REVEGETA11ON, THIS SHEET. 0 REHABILITATE 238 LF EXISTING 30" CMP. INSTALL 24' HDPE SUPUNE OR 30' PIPE UNER. 0 PRESERVE AND PROTECT COSTING BUILDING STRUCTURE 0 SAWCUT AND REMOVE EXISTING HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN PIPE. REPLACE WITH HMA CL 1/2" PG 64-22, 4" MINIMUM DEPTH OR MATCH EXISTING. SEE DRIVEWAY & ROADWAY SHOULDER SECTION DETAIL SHEET 2. 0 REMOVE AND REPLACE APPROXIMATELY 15 IF OF EXISTING CHAINUNK FENCE AS NECESSARY FOR INSTALLATION STORM DRAIN PIPE. REMOVE AND REPLACE COSTING EXTRUDED CURB AS NECESSARY TO INSTALL STORM DRAIN PIPE. ® NO EXCAVATION IS PERMITTED FOR SUPUNE INSTALLATION SOUTH OF STATION 12+25.00. REVEGETATION AREA APPROX. 1850 SF, SEE REVEGETATION NOTES THIS SHEET. REVEGETATION NOTES 1. INSTALL 2' flNE COMPOST EVENLY TO ENTIRE DISTURBED AREA., it` --95seciv deilCe tt"-e 2. INSTALL TEMPORARY EROSION CONTROL mAniNGAME MATTING OVER ENTIRE COMPOSTED AREA AND FASTENED IN PLACE PER WSDOT STANDARD PLAN 1-60.10-00. 3. CUT SMALL OPENINGS IN EROSION CONTROL MATTING AS NECESSARY TO ALLOW PIT PLANTING OF SPECIFIED PLANT MATERIAL 4. PIT PLACE THE FOLLOWING PLANT MATERIAL IN MIXED GROUPS OF 8-10 PLANTS 0 36. O.C. TRIANGULAR SPACING, EVENLY OVER DISTURBED AREA: 30 .5nf, 400) ACER CIRCINAIUM/VINE MAPLE, 1 GAL CONT./ elat (60) MAHONIA AGuirouUm/ OREGON GRAPE, 1 GAL CONT.!, (60) RUBUS PARVIFOUA/ THIMBLEBERRY, 1 GAL CONT. (60) SYMPHORICARPUS ALBUS/ SNOWBERRY, 1 GAL CONT. 5. PLANT MATERIAL SHALL BE WATERED THOROUGHLY AT TIME OF PLANTING AND AS REQUIRED TO MAINTAIN PLANT HEALTH UNTIL FINAL ACCEPTANCE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 LIB LTC WORKS 13 .E1 T. *ENGINEERING* STREETS *WATER* SEWER *BUILDING * 1908 designed drain decked Proj en Prof dir by JLF JLF NJD JLF date 6/11 6/11 6/11 6/11 field bk no 753 9th Avenue N Seattle, WA 98109 (206) 286 1640 wwvapg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 5- EVERGREEN FOODS 10 28 file no seale 1.= 40' revisions date 6/11 Fl --- Pan 'd 1 C_— \\-OHWM -OUTFALL OUTFACE WITH FLAP GATE 3 N 73 ) L 73 sl 1 `1 4202 4206 SOUTH 122ND ST. TYPE 2 CATCH BASIN WITH MANUAL SLIDE GATE ON DOWN STREAM SIDE OF STRUCTURE grai'el C. O DW seve! 0 T- TYPE 2 CATCH BASIN WITH 12202 REHABIUTATE APPROX. 172 LF EXISTING 36" SD PIPE INSTALL 30' HDPE SUPUNE OR 36' PIPE LINER FLAP GATE 4214 4220 Ale PUMP STATION 4240 4260 C A c pc aro el REHABILITATE APPROX. 148 LF EXISTING 36" SD PIPE INSTALL 30' HDPE SUPUNE OR 36' PIPE LINER 0 10 20 40 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 60 \\ 0 TYPE 2 CATCH BASIN 4302 0 dwy 4310 MAINTAIN FULL CAPACITY OF EXISTING TEE CONNECTION 12204 REHABILITATE APPROX. 185 LF EXISTING 36' SD PIPE INSTALL 30' HDPE SUPUNE OR 36' PIPE LINER SITE SPECIFIC GENERAL NOTES 1. FOR NON —SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 15, 2011. 3. OUTFACE IS BELOW HIGH 11DE WORK ON THIS SITE SHALL BE COMPLETED DURING PERIODS OF LOW TIDE SEE SPECIFICATIONS APPENDIX FOR 11DE TABLES. 4. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 5. COORDINATE WITH JOHN HOWAT AT THE CITY OF TUKWILA AT LEAST 3 DAYS PRIOR TO CONSTRUCTION ON THIS SITE FOR SHUTDOWN OF PUMP STATION. 6. IF THE CONTRACTOR ELECTS TO USE THE SUPUNE METHOD OF PIPE REHABIUTAIION, THE CONTRACTOR SHALL COMPLETELY FILL ANNULAR SPACE AND PREVENT 'FLOATING' OF THE SUPUNE PIPE. 7. NO EQUIPMENT SHALL BE ALLOWED WATERWARD OF OHWM (ORDINARY HIGH WATER MARK). S '3AV H144 r' MON 0 TYRE 2 CATCH BASIN P ��® gr: IA 6�L4 �e A. o °� A r\ , x ' 1908 PUBLIC WORKS DEPT. s ENGINEERING• STREETS •WATER • SEWER •BUILDING • b' date KP� 7539tlh Avenue N Seattle, WA 98109(206) 286-1640 www.kpg.com 1117Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM 11 ed d JLF 6/11 BID DOCUMENTS 28 JLF 6/11 ebeet NJD 6/11 SITE 6 — SOUTH 122ND STREET ��I 1 AA.. .. me no 11026PPPR08.DWG prof end JLF 6/11 111� scale O prof dV no date rations date 6/11 field bt< no 0 10 20 40 SCALE IN FEET D:TCH- 60 SOSTINQ'STORVA DRAIN STRUCTURE 401H.AvE -gou .RoADWAY EXISTING : .FOR .SQ REHADILFTATE• APPROX.. 165 •LF. EXISTING 36 SD• PIPE INSTALL 36PIPE •LINEli F-HARUTATE. APPROX.. 20. EXISTING .35.. 51:) PIPE INSTALL. 36". . LINER • PROFILE NTS CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SITE SPECIFIC GENERAL NOTES 1. FOR NON —SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW DRAINAGE SYSTEM. 3. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 15, 2011. 4. STORM DRAIN PROFILE IS SHOWN IN AN APPROXIMATE WAY ONLY. 5. REHABILITATION SHALL BE BY PIPE LINER INSTALLATION ON THIS SITE. NO SUPLINE VAIL BE PERMITIED. 6. REMOVE EXISTING INLET GRATES AND DEBRIS CAGES AS NECESSARY FOR STORM DRAIN PIPE REHABILITATION AND REINSTALL ALL REMOVED ITEMS ONCE CONSTRUCTION IS COMPLETE. P [Laid/ CI WORKS E).E711)T. *ENGINEERING*STREETS*WATER*SEWER*BUILDING* designed drawn checked PIA en Prvi k by JLF JLF NJD JLF date 6/11 6/11 6/11 6/11 field bk no XPQ 753 9th 1117 Broadway Avenue N Suite 501 Seattle, WA Tacoma, WA 98109 (206) 98402 286-1640 (253) 627-0720 wvAtkpg.com BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 7 - 40TH AVE SOUTH I -USD date revisions [ 12 28 file ko 11026PPR09.DWG scale 1" = 40' date 6/11 S 150TH ST 518 EB ON —RAMP INSTALL HIGH VISIBILITY FENCING (TYP) INSTALL CONTROL STRUCTURE ACCESS. SEE SHEETS 14-21/28. CONTRACTOR SHALL EXCAVATE AS NECESSARY TO INSTALL CONTROL STRUCTURE ACCESS SITE 8 ACCESS THROUGH APARTMENT PARKING AREA SOUTHCENTER BL S 158TH ST S 156TH ST N PROJECT LOCATION PROJECT LOCATION MAP - SITE 8 - CONTROL STRUCTURE ACCESS NTS W 0 -�r 0 10 20 40 60 SCALE IN FEET W CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 FAc'?c' FREA THE BOULEVARD AT SOUTH STATION 4708 SOUTHCENTER BOULEVARD ACCESS PARKING AREA AND CONTROL STRUCTURE SITE THROUGH "THE BOULEVARD AT SOUTH STATION" DRIVEWAY ENTRANCE ON THE NORTH SIDE OF SOUTHCENTER BLVD. SITE SPECIFIC GENERAL NOTES 1. FOR NON —SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 15, 2011. 3. INSTALL TEMPORARY STORM DRAIN BYPASS SYSTEM AS NECESSARY TO INSTALL NEW ACCESS IMPROVEMENTS. 4. PRESERVE AND PROTECT ALL EXISTING MITIGATION IMPROVEMENTS WITHIN THE PROJECT AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MITIGATION IMPROVEMENTS. CONTRACTOR SHALL INSTALL HIGH VISIBILITY FENCING AS SHOWN AND AVOID ACCESSING PLANTED AREAS BEHIND THE FENCE. 5. BUILDING PERMIT REQUIRED. SEE SPECIAL PROVISIONS. ��"�•� PUBLIC WORKS DEFT _ lee 11170 p * ENGINEERING* STREETS*WATER*SEWER*BUILDING• onprej • 1908 bOD 6/" Kph 753 9th AvenueN Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite501 Tacoma, WA 98402 (253)627-0720 2010/2011 SMALL DRAINAGE PROGRAM 13 B BID DOCUMENTS 28 drain SOD 6/11 checked NJD 6/11 SITE 8 - CONTROL STRUCTURE ACCESS _ file Re 100' COFIAWI enL JLF 6/11 wale 1.=c pro dir no date revisions date 6/11 field bk no NOTES - GUARDRAIL SYSTEM: 1. DESIGN LOAD = 200 LB AT TOP RAIL. 2. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL REGULATORY ANSI AND OSHA REQUIREMENTS. 3. THIS GUARDRAIL SYSTEM SHALL NOT BE USED TO HOIST MATERIALS OR EQUIPMENT. NOTES - FABRICATION: 1. PLATE. SOLID ROD, AND CHANNEL MATERIAL SHALL BE ASTM GRADE A36 OR STRONGER. 2_ ALL H55 COMPONENTS SHALL 8E ASTM A500 GRADE B OR STRONGER. 3. ALL WELDS SHALL BE IN ACCORDANCE WITH AWS D11 STANDARD. 4. ALL WELDERS SHALL BE QUALIFIED UNDER AWS D1.1 STANDARD_ S. ALL METAL EDGES AND CORNERS SHALL BE FINISHED TO PREVENT SNAGGING OF EQUIPMENT AND CLOTHING. 6. NO SUBSTITUTES ARE PERMITTED. 7. ALL HOLES SHALL BE OVERSIZE DIAMETER. 8. TOLERANCES UNLESS OTHERWISE SPECIFIED: • LINEAR.± 1/16- • ANGLES L. 0.50• NOTES - FINISH GALVANIZED SPECIFICATION: 1. ALI. FABRICATED STRUCTURAL SHAPES SHALL BE HOT DIP GALVANIZED PER ASTM A123. 2. ALL EXPOSED THREADS SHALL BE BRUSHED AFTER GALVANIZING TO REMOVE EXCESS MATERIAL. 3. FIELD TOUCH UP AS NECESSARY USING COLD GALVANIZING SPRAY. NOTES -INSTALLATION: 1 ALL FIELD CONNECTIONS SHALL BE BOLTED TYPICAL, UNLESS NOTED OTHERWISE 2. ALL BOLTS MUST BE GRADE A325 OR STRONGER, UNLESS NOTED OTHERWISE. 3. NO SUBSTITUTES TO MATERIALS IS PERMITTED. 4. ALL CONCRETE ANCHORS MUST BE HILTI ANCHORS. 5. ALL HILTI ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. ALL BOLTED CONNECTIONS SHALL HAVE LOCTITE APPLIED PRIOR TO FINAL ASSEMBLY. 7. ALL FASTENERS, COMPONENTS, ANO SUPPLIED PARTS SHALL BE HOT DIP GALVANIZED OR BETTER. 8. ALL MEASUREMENTS TO 8E SITE VERIFIED. DRAWING SHEETS: G1.0 GENERAL NOTES G2.0 TOWER ELEVATIONS G3.0 LOWER PLATFORM ASSEMBLY G3.1 DEBRIS RACK ASSEMBLY G3.2 DEBRIS RACK ASSEMBLY, UPPER PLATFORM GUARDRAILS ASSEMBLY, AND PLATFORM FRAMING ASSEMBLY G3.3 UPPER PLATFORM ASSEMBLY G4.0 LADDER ASSEMBLY AND TOWER GUARDRAILS ASSEMBLY G4.1 TOWER GUARDRAILS ASSEMBLY P UBLI C WORKS DEP T. * ENGINEERING • STREETS •WATER* SEWER+BUILDING • 'UPC* 753 9th Avenue N Seattle. WA 98109(206) 286-1640 www kpg cam 1117 Broadway Suite 501 Tacoma WA 98402 (253) 627-0720 L HILTI HIT-TZ 1: HIT-RTZ ADHESIVE ANCHOR SYSTEMS, 1. DRILL HOLES WITH ANSI 8212.15 MATCHED TOLERANCE CARBIDE TIPPED DRILL BITS WITH DRILL IN ROTO-HAMMER MODE OR USE A MATCHED TOLERANCE DIAMOND CORE DRILL BIT OF DIAMETER SPECIFIED BY HILTL 2. DRILLED HOLE SPECIFICATIONS (DIAMETER & DEPTH) SHALL COMPLY WITH HILTI SPECIFICATION OR ICC ESR 1562 AND ICC ESR-1967. 3. ALLOWABLE LOADS MAY BE INCREASED BY 33-1/3% FOR SHORT-TERM WIND OR SEISMIC LOAD RESISTANCE IAW ICC ESR 1562 OR ICC ESR-1967 UNLESS NOT PERMITTED BY THE APPLICABLE BUILDING CODE. 4. WHEN CONDUCTED, PROOF TEST ANCHORS IN THE FIELD TO 150-200% OF HILTI PUBLISHED ALLOWABLE TENSION LOAD UNLESS NOTED OTHERWISE IN A PROOF TEST LOAD TABLE. TORQUE TESTING IS NOT PERMITTED. S. ANCHORS SHALL BE TIGHTENED WITH A CALIBRATED TORQUE WRENCH. USE OF AN IMPACT WRENCH IS NOT PERMITTED. 6. CONTACT HILTI TECHNICAL SUPPORT AT 1-800-879-8000 FOR ADDITIONAL ASSISTANCE WITH HIT-TZ/RTZ ANCHOR INSTALLATIONS. INSTALLATION INSTRUCTIONS FOR HIT HY 150/HY 150 MAX ADHESIVE WITH HIT-TZ/RTZ R00: 1. DRILL ANCHOR HOLE WITH A MATCHED TOLERANCE CARBIDE TIPPED DRILL BIT OR MATCHED TOLERANCE DIAMOND CORE BIT. (SEE NOTE 1 ABOVE), TO SPECIFIED EMBEDMENT DEPTH. 2. PUT ADHESIVE REFILL PACK INTO DISPENSER HOLDER REMOVE CAP COVERING THREADED PROJECTION. 3. SCREW ON STATIC MIXER NOZZLE 4. PUT HOLDER/CARTRIDGE INTO APPROPRIATE DISPENSER AND DISCARD THE FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK/CARTRIDGE. 5. INJECT ADHESIVE INTO HOLE STARTING FROM THE BOTTOM OF THE HOLE UNTIL 1/2 TO 2/3 FULL. USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE BOTTOM OF THE HOLE. IF HOLE IS FULL OF WATER, FILL ENTIRELY WITH ADHESIVE. 6. UNLOCK DISPENSER. 7. INSERT HIT-TZ/RTZ ROD. DO NOT TWIST DURING INSERTION. 8. ANCHOR MAY BE ADJUSTED DURING SPECIFIED GEL TIME. DO NOT DISTURB ANCHOR BETWEEN SPECIFIED GEL AND CURE TIMES. 9. AFTER FULL CURE TIME, APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE FASTENED ITEM. DO NOT EXCEED SPECIFIED MAXIMUM TORQUE. 10 REFERENCE TABLES BELOW FOR ACCEPTABLE SPECIFICATIONS. HIT HY 150 MAX/HY 150 INSTALLATION SPECIFICATION TABLE FOR HIT-TZ/RTZ R005: HIT - DETAILS IN 5/8 1/2 d• BIT DIAMETER IN 1U16 9/6 = STANDARDEMBEDMENT IN 4 3-V2 I:IKLgEUREA IDIGM IN 7-I/6 5-11M6 MAIL DENITEN06 1AT-T2 FT LB 75 30 MOUE T HIT-RTZ FT LB 50 20 h:MNBASE MATERIAL THICKNESS IN 6 5-1/4 h•• : MAX THICKNESS FASTENED IN 2-1/4 1-1/2 HILTI HIT-TZ/HIT-RTZ INJECTION ADHESIVE ANCHOR: BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS DAVITEC SYSTEMS INC' 3 61.0 l 14/28 I DAVIT ARM AND CONNECTION INTO TOWER SUPPLIED BY CITY OF TUKWILA. INSTALLED BY CONTRACTOR. TOWER GUARDRAILS ASSEMBLY PER 4/G4.0 DAVIT EXTENSION AS REQUIRED SUPPLIED BY CITY OF TUKWILA. INSTALLED BY CONTRACTOR. DAVIT BASE SUPPLIED BY CITY OF TUKWILA. INSTALLED BY CONTRACTOR LADDER ASSEMBLY PER 1/64.0 (El TOWER UPPER PLATFORM GUARDRAILS PER 7/G3.2 UPPER PLATFORM ASSEMBLY PER 1/G3.3 NOTE DEBRIS RACK NOT SHOWN FOR CLARITY. PLATFORM FRAMING ASSEMBLY PER 1/G3.2 LOWER PLATFORM ASSEMBLY PER 1/63.0 P LIB IC WORKS 131 E P T • ENGINEERING* STREETS *WATER *SErvER•BUILDING * designed dram checked Rol et pr01d¢ field bk no TOWER S. ELEVATION 1/4' = 1'-0" date 6/11 6/11 6/11 6/11 KIP 753 9th Avenue N Seattle. WA 98109 (206) 286-1640 www kpg com 1117 Broadway Suite 501 Tacoma. WA 98402 1253) 627-0720 TOWER GUARDRAILS ASSEMBLY LADDER ASSEMBLY EXISTING TOWER UPPER PLATFORM GUARDRAILS UPPER PLATFORM ASSEMBLY PLATFORM FRAMING ASSEMBLY LOWER PLATFORM ASSEMBLY BID DOCUMENTS NOTE: DEBRIS RACK NOT SHOWN FOR CLARITY. TOWER W. ELEVATION 1/4' = 1 4 • e4 4 e 4 12" ./- I1FAAVII[C SYSTEMS INC' 4 d 4 ..� d 4 e 4 d a 4 • 4 n e • 4 4 4ae < d a E e a .4.,- ad d d• da d E 4 • .4 ° a d A. • •4 • e e e d 4e at. a • 4 a4 a e • 4 • o d • ` `d d 4 e e 4 a a a • 0 4 e ae a. = 4 o — o � d e • e • a • a4. e a .6"-8" d a 'aa d • a• a ad 4 a d • 4•d e • d �dA e � 3 aye • 4 e ��e 3° 4 e e d 3 a 12' ./- 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS G2.0 15/28 file no scale 1/4' = date 6/11 % 8 4 2/G3.0 (0P HAND) 44/63.1(OP HAND) 4' 111/2" (TYP) 1'-0" (TYP) 3/63310P HAND) 3/G3.311111, 4/G3.1, 2/G3.0 3/G3.0 2/G3.0 — 4 3/8" --�— —1—" RIM JOIST TYP) - C6X8.2 LATERAL SUPPORT (TYP) - L4X4X1/4 13' 2 1/2" 2/63.0 (OP HAND) 4 PER 4/63.0 (TYP) 45' LOWER PLATFORM° ASSEMBLY 1/2' = liGHAVITEC SYSTEMS INC LATERAL SUPPORT PER 1/G3.0 FRAMING JOIST TAB - PLT 1/2X6 01/2" HEAVY HEX A325 BOLT ASSEMBLY RIM JOIST PER 1/63.0 LATERAL SUPPORT CONNECTION° DETAIL 1 1/2' 05/8" GALVANIZED HILTI HIT TZ WITH HIT HY 150 MAX RIM JOIST PER 1/G3.0 RIM JOIST CONNECTION 3 DETAIL O 1 1/2' = 1'-0' (GRIND BACKER OFF AFTER WELD) RIM JOIST PER 143.0 RIM JOIST CONNECTION ° DETAIL 3" = 4 P UBLIC WORKS DT. EPT *ENGINEERING•STREETS*RATER*SEWER*BUILDING* •a'. 1908 designed drum checked Prol eat Prof dQ field bk n0 bq j3M 551 eje date 6/11 6/11 6/11 6/11 KPC 753 9111 Avenue N Seattle, WA 98109(206) 286-1640 www Icpg cam 1117 Broadway Sone 501 Tacoma. WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS G3.0 16/28 Mena dale revisions sale varies dais 6/11 3 1/2" (TYP) p 2- (TYP) — 7 5/8" (TYP) -- 311/16- (TYP) 2/G3.1 -- 2'-0" (TYP) -'i 1'-8` ITYP) 1-- 2'-0" (TYP) —1 1'-I" • 3' 15/16" (TYP)'- ' • 8' ITYP) — 2" (TYPI -1 —4in" 61/4" • KEE WALL FLANGE BOLTS THROUGH BOTH RM JOIST AND TOP PLATE (TYP) EFT03 — 2'-4 V4" L ITYP 1/4 V nTi • UPPER PLATFORM PER VG3.3 TOP PLATE - PLT 1/2X6 RACK BAR (TYP) - PLT 1/4X3 FRAME (TYP) - CX8.2 SECURING BACK PLATE (TYPI - PLT 1/2X4 SECURING BACK BRACE (TYPI - L4X4X1/4 BACK BRACE (TYP) - L4X5X1/4 BOTTOM PLATE - PLT V2X21/2 LOWER PLATFORM ASSEMBLY i PER 1/G3.0 31/2" (TYP) —1 — 2'-0" ITYP) 1'--6` (TYP) — 2'-0" (TYP) DEBRIS RACK() ASSEMBLY 3/8" = 1'-0" GDAVITEC SYSTEMS INC' PER 4/G3.1 6,4.0 DEBRIS RACK ASSEMBLY 3/8' = 1'—O' UPPER PLATFORM ASSEMBLY PER 1/G3.3 TOP PLATE PER 1/G3.1 RACK BAR PER 1/G3.1 01/2` HEAVY HEX A325 BOLT ASSEMBLY 1/4 ITYP) DEBRIS RACK CONNECTION AO DETAIL 1 1/2' = ITYP) 1/4 LOWER PLATFORM ASSEMBLY PER 1/G3.0 COPE TO FIT 01/2" HEAVY HEX A325 BOLT ASSEMBLY BACK BRACE PER 1/G3.1 LOWER BRACE TAB - PLT 1/2X6 DEBRIS RACK CONNECTION BC) DETAIL 1 1/2' = 1'—O" J F UBLIC WORKS DEFT_ • ENGINEERINGs STREETS •WATER •SEWER }BUILDING * designed drum checked Prole Wel d by iPrn 051 e1e date 6/11 6/11 6/11 6/1I field bk no 753918 Avenue N Seattle, WA 98109 (206) 286-1640 www kog rum 1117 Broadway Sum 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 — CONTROL STRUCTURE ACCESS G3.1 17/28 file no sale wiles 110 date revisions date 6/11 RACK BAR PER 1/63.1 BACK BRACE PER 1/G3.1 01/2" HEAVY HEX A325 BOLT ASSEMBLY UPPER BRACE TAB - PLT 1/2X4 3/4X4 3/4 (TYP) 10' 10 1/2" (TYP) — UPPER PLATFORM PER 1/G3.3 RACK BAR (TYPI - PLT 1/4X2 SUPPORT (TYP)- C6X8.2 2'-0" (TYP) 1'-0" (TYP) LOWER PLATFORM —"A- PER 1/G3.0 4 3/4" 1'-3' ITYP) PER 3/G3 2 — 8" (TYP) 3' 0' 1 1/8" RACK BAR PER 1/G3.1 ITYP) 11'-2 13/16" — 4 3/4" -PER 2/G3.2 811/16" 1-- 2'-0" PUBLIC WORKS DEFT_ *ENGINEERING* STREETS *WATER* SEWER*BUILDING * 01/2" HEAVY HEX A325 BOLT ASSEMBLY BOTTOM PLATE PER 1/G3.0 LOWER PLATFORM ASSEMBLY PER 1/63.0 PLATFORM FRAMING ASSEMBLY 3/8' = 1'-0' desiped drum chucked P1 end Prol dir Geld bk no by ssl eje dale 6/11 6/11 6/11 6/11 KPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 WW1 kpg.com 1117 Broadway Suite 501 Tacoma. WA 98402 (253) 627-0720 KEE SAFETY'S-8 90 DEGREE ELBOW ITYP) KEE SAFETY 45-8 CROSSOVER ITYP) PIPE 11/2 STANDARD (TYP) KEE SAFETY 115-8 WALL FLANGE (TYP) 01/2" HEAVY HEX A325 BOLT ASSEMBLY [1 .. 1F1©it>o19i 1�1 1101 7. 11 3' 1" SECTION , 40 91/2" 9 1/2" — 4' 0" 3'-5" 4'-0" SUPPORT PER 1/G3.2 SUPPORT TAB - PLT 1/2X21/2 01/2' HEAVY HEX A325 BOLT ASSEM I d o I L___J LOWER PLATFORM ASSEMBLY PER 1/G3.0 BID DOCUMENTS SUPPORT ITYP) PER ASSEMBLY 1/G3.2 FRAMING CONNECTION DETAIL 1 1/2' = UPPER PLATFORM GUARDRAILS O ASSEMBLY 3/8' = RACK BAR PER 1/63.2 UPPER PLATFORM ASSEMBLY PER ASSEMBLY 1/G3.3 SUPPORT TAB PER 2/G3.2 01/2" HEAVY HEX A325 BOLT ASSEMBLY (TYP) 21' FRAMING CONNECTION DETAIL 1 /2" = 1'-O" 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 -CONTROL STRUCTURE ACCES`. 8 - CONTROL STRUCTURE ACCESS G3.2 18/28 Me no no date revisions Mk varies date 6/11 _I I --eiC)Co 4' 4'-5" (TYP) 43IG3.3 (OP HAND) 343.3 ` Y 1' 1'-5" <4 ACCESS DOOR SUPPORT ITYP) - L3X3X1/ 4 ACCESS DOOR ASSEMBLY PER 4/63.3 GRATING STRONG AXIS FULL WIDTH (TVA NOTE: GRATING NOT SHOWN FOR CLARITY. a 4 < 1' 1' RIM JOIST (TYP) - C6X8.2 LATERAL SUPPORT (TYP) - L4X4X1/4 1" 1'-13/16" 2' 6" l65/16" .43/63.3 3/63.3 (OP HAND), 2'-10 1/16" 44 2/G3.3 10P HAND) 13' 1' 615/16 2/G3.0 2/G33 3'-1 15/16" 2/G3.0 (0P HAND)' PER 4/G3.0 (TYPI 2'-2" 45' / i L. 6/633 V NOTE: GRATING NOT SHOWN FOR CLARITY CTYP) 2'-5 1/2" 5/G3.3 P UBLIC WORKS DEP T. • ENGINEERING STREETS• WATERS SEWER+BUILDING • UPPER PLATFORM ASSEMBLY 1/2- = ACCESS DOOR® ASSEMBLY 1 1/2- = 1'-(r desigied drawn checked Prot m! Pam) dB' field bk no b] )orn set e)e date 6/11 6/11 6/11 6/11 GRATE FRAME PER 5/G3.3 MCNICHOLS GW-100A GRATE RIM JOIST (TYP) PER 1/G3.3 LATERAL SUPPORT TAB (TYP) - PLT 1/2X6 COPE TO FIT LATERAL SUPPORT (MI PER 1/G3.3 /2" HEAVY HEX A325 BOLT ASSEMBLY ITYP) I PG 753 9th 1117 Broadway AvenueN Suite501 Seattle, WA Tacoma. WA 98109 (206) 98402 286-1640 (253) 627-0720 www I0g.cos SECTION 11/2" 1/2' 17/16' 2 3/4" 11/2" ITV?) 7/16" 2 7/16" PLATFORM BRACE CONNECTION® DETAIL 1/2- = 7/8'7 ---1/4" ITYP) 7/8' --I MCNICHOLS GW-100A GRATE GRATE FRAME (TYP) - PLT 1/4X1 ACCESS DOOR FRAME (TYP) - L11/4X11/4X1/4 ITYP) 01/2" HEAVY HEX A325 BOLT ASSEMBLY (MI HINGE TAB (TYP) - PLT 1/4X1 3/ 4X1 3/4 ACCESS DOOR SUPPORT PER 1/63.3 BID DOCUMENTS (TYP) 6NAVIiEC SYSTEMS INC' 4.3.11 MCNICHOLS GW-100A GRATE RIM JOIST PER 1/G3.3 ACCESS DOOR SUPPORT TAB - PLT V2X5 COPE TO FIT ACCESS DOOR SUPPORT PER 1/63.3 05/8" GALVANIZED HILT' HIT TZ WITH HIT HY 150 MAX ACCESS DOOR SUPPORT CONNECTION O DETAIL 1 1/2' = MCNICHOLS GRATE CLIP SPACED 12" 0.C. GRATE FRAME PER 5/633 ACCESS DOOR FRAME PER 5/633 GRATE PER 5/633 2 1/2" (TYP) ACCESS DOOR STOP (TYPI - PLT 1/4X1X2 ACCESS DOOR SUPPORT PER 1/G3.3 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS Eu cnco FLOOR ACCESS DOOR DETAIL 1 1/2' = 1'-0' date revisions G3.3 19/28 file) o ale vanes dale 6/n J 3 F u o- F Li ITYP AT HSS) r-r 1 7 7/16" 23'-10" 4' TYP 1' TYP j T-6" 3'-6" SIDE PLATE TO BE WELDED TO SIDE OF WALKTHROUGH WALKTHROUGH - HSS 21/2X11/2X1/4 (TYP) TOP RUNG FLUSH WITH TOP OF TOWER RUNG - 03/4" SOLID ROD (TYPI SIDE PLATE - PLT 3/8X2 1/2 (TYP) — T-4 3/4" 1-4" 12'-4" 11/4" ITYP) (TYP) PER 2/G4.0 (TYP) 1/4 PER 3/G4.0 7- LADDER1 ASSEMBLY 1/4" = 1'-0' 2•-7" 11" 5 5/8" ' ELEVATION 0 r 1" ITYP) O f o r (TYP) 0 0 01/2" A325 HEAVY HEX BOLT ASSEMBLY SPLICE - PLT 1/4X2 1/2X8 (TYP) 0 LADDER SPLICE CONNECTION° DETAIL 1 1/2" = P-0" SECTION RAVIiEC SYSTEMS INC' FOIST) G `v,1ONALs FOOTING - PLT 3/8X3X3 3/4 SIDE PLATE PER 1/G4.0 01/2" GALVANIZED HILTI HIT TZ WITH HIT HY 150 MAX } LADDER CONNECTION DETAIL 3" = 1'-0" NOTE: LOCATE LADDER CENTERED BETWEEN VERTICAL PIPES. LADDER ASSEMBLY PER 1/G4.0 Q dEZ) TOP RUNG MUST BE FLUSH WITH WALKING SURFACE 13/16 NOTE CUSTOM KEE SAFETY 115-8 WALL FLANGE TO BE SUPPLIED BY MANUFACTURER. CUSTOM WALL FLANGE SHALL HAVE BOTTOM REMOVED AND PIPE WILL PASS THROUGH. WELDED GATE CONN A PER 2/64.1 WELDED GATE CONN B PER 3/64.1 GATE LATCH 7'-11" PER 1/G4.1 4 10 3/4" 2'-11" B'-31/2" 10 3/4" KEE SAFETY 78-8 EYE FITTING (TYP) KEE SAFETY 83-8 PIN FITTING (TYP) CUSTOM KEE SAFETY 115-8 WALL FLANGE (TYP) 01/2" UBOLT ASSEMBLY AROUND PPE 31/2 STANDARD (TYP) KEE SAFETY 25-8 THREE SOCKET TEE ITYP) KEE SAFETY 15-8 90 DEGREE ELBOW ITYP) KEE SAFETY 45-8 CROSSOVER (TYP) PIPE 11/2 STANDARD (TYP) KEE SAFETY 115-8 WALL FLANGE ITYP) 01/r HILTI HIT TZ WITH HIT HY 150 MAX • 1'- 1'-9" 3'-91/4" 4 3/4" • 3'-9 1/4" • TOWER GUARDRAILS ASSEMBLY 3/8" = 1'-0" 3 P UBLIC WORKS DEFT. *ENGINEERING•STREETS*WATER*SEWER*BUILDING* 1908 deakned droon checked Prot eat PID) dir field bk no by 1� sst eje date 6/11 6/11 6/11 6/11 KPQ 753 90) Avenue N Seattle. WA 98109(206) 286-1640 www kpg com 11178roadway Suite 501 Tacoma. WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 - CONTROL STRUCTURE ACCESS I .4'effi raisins G4.0 20/28 file 110 Scale varies dale 6/11 BIIAVITFC SYSTEMS INC' I� II V 1 rk CHAIN TAB- PLT 1/4X2X/2 PADLOCK 01/4" CHAIN PIPE PER 4/63.1 GATE STOP - 1/4X3 1/2X4 GATE LATCH O DETAIL 3" = 1'-0" PER 1/G4.1 (TYP) WELDED GATE CONNECTION AO DETAIL 3" = 1'-0" WELDED GATE CONNECTION BCD DETAIL 3" = 1'-0" Co el~'' 1 UBLIC WORKS 1E'PT_ # ENGINEERING* STREETS •WATER+SEWER+BUILDING • dewed dralm checked Pr Drol field bk no by ian sst eje data 6/11 6/11 6/11 6/11 753 9111 Avenue N Seattle WA 98109(206) 286-1640 win; keg com 1117 6ioadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM SITE 8 — CONTROL STRUCTURE ACCESS -CtTo n0 date minions G4.1 21/28 Me no scale 3" = 1'-0 date 6/11 APPROXIMATE LOCATION OF INLET AND GIWAM CREEK TRASH RACK INSTALLATION ACCESS TO GIWAM CREEK TRASH —RACK SITE BETWEEN ROADSIDE GUARDRAILS. SEE GIWAM CREEK TRASH —RACK PLANS, SHTS 23-28. x 0 GG- TUKWILA PARKWAY 1.� 0 20 40 80 SCALE IN FEET 120 Q L S 152ND ST S 152ND PL CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 S 151ST ST 62ND AVE S SOUTHCENTER SHOPPING CENTER S 153RD ST TUKWILA PARK TUKWILA PARKWAY BAKER BLVD PROJECT LOCATION DUWAMISH RIVER PROJECT LOCATION MAP - SITE 9 - GILLIAM CREEK TRASH -RACK NTS SITE SPECIFIC GENERAL NOTES 1. FOR NON —SITE SPECIFIC GENERAL NOTES, SEE SHEET 5. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 15, 2011. 3 1- IL 0 } RILa P UBLI CI WORKS DEP T. p,� � ` *ENGINEERING*STREETS*WATER*SEWER*BUILDING* ,0 v 0 * 1908 � by date K'p� 753 9th AvenueN Seattle, WA 98109(206) 286-1640 www.l�g.com 1117 Broadway Suite501 Tacoma, WA 98402 (253) 627-0720 2010/2011 SMALL DRAINAGE PROGRAM v 22 designed SOD 6/1 BID DOCUMENTS 28 than SOD 6/11 decked NJD 6/11 SITE 9 - GILLIAM CREEK TRASH -RACK a A A �! Aft go Do 10013PPR-10.[ pie] en` JLF 6/11 scale '°=so' Wio] da no date revisions date 6/11 �b field bk no GENERAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) TRASH RACK SYSTEM: t. DESIGN LOADING CRITERIA: DENSITY OF WATER = 62.4 LBS/Ff 3 2. NO SUBSTITUTES ARE PERMITTED. 3. ALL FIELD CONNECTIONS SHALL BE BOLTED TYPICAL, UNLESS NOTED OTHERWISE. 4.ALL BOLTS MUST BE GRADE A325 OR STRONGER, UNLESS NOTED OTHERWISE. 5. NO SUBSTITUTES TO MATERIALS IS PERMITTED. 6. ALL NUTS, BOLTS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED. 7. ALL MATERIALS, WORKMANSHIP. DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS. SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 8. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT. OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE 10_ CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PROJECT MANAGER AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 11. ENVIRONMENTAL IMPACT STUDY, ANIMAL MIGRATION ANALYSIS, AND FLORA ANALYSIS BY OTHER SHOP DRAWINGS: 12_ SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE PROJECT MANAGER AND ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. A. TRASH RACK COMPONENTS SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION. AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. FINISH: 13 ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED PER ASTM A123. ONLY ARCHITECT APPROVED CHANGES TO FINISH SHALL BE PERMITTED. 14. ALL GALVANIZED PARTS WITH EXPOSED THREADS SHALL BE BRUSHED AFTER GALVANIZING TO REMOVE EXCESS MATERIAL, ALL GALVANIZED PARTS WITH WEEP HOLES SHALL BE PROTECTED FROM PLUGGING DUE TO EXCESS MATERIAL STEEL: 15_ STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. OTHER SHAPES, PLATES, AND RODS B. PIPE COLUMNS C. SQUARE AND RECTANGULAR HSS GRADE B D. CONNECTION BOLTS ASTM SPECIFICATION Ey A36 A53 (E OR S, GR.BI A500 A325-N 36 KSI 35 KSI 46 K51 16. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION. DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH_ 17. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT-LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. TABLE-1 NUT ROTATION FROM SNUG -TIGHT CONDITION FOR TURN -OF -NUT PRE TENSIONING BOLT LENGTH(c) DISPOSITION OF OUTER FACE OF BOLTED PARTS BOTH FACES NORMAL TO BOLT AXIS ONE FACE NORMAL TO BOLT AXIS, OTHER SLOPED NOT MORE THAN k20(d) BOTH FACES SLOPED NOT MORE THAN k20 FROM NORMAL TO BOLT AXIS►al NOT MORE THAN Ad(6) 1/3 TURN 1/2 TURN 2/3 TURN MORE THAN 4d0bl BUT NOT MORE THAN 801 1/2 TURN 2/3 TURN 5/6 TURN MORE THAN 8d(b) BUT NOT MORE THAN 12d(b) 2/3 TURN 5/6 TURN 1 TURN (a) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE TOLERANCE IS PLUS OR MINUS 30'; FOR REQUIRED NUT ROTATIONS OF 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 450_ (6) APPUCABLE ONLY TO JOINTS IN WHICH AU. MATERIAL WITH IN THE GRIP IS STEEL Id when THE BOLT LENGTH EXCEEDS 12d THE REQUIRED NUT ROTATION SHALL BE DETERMINED BY ACTUALLY TESTING IN A SUITABLE TENSION CALIBRATOR THAT SIMULATES THE CONDITIONS OF SOLIDLY FITTING THE STEEL Id) BEVELED WASHERS NOT USED. DRAWING INDEX G1.0 GENERAL NOTES G2.0 TRASH RACK ELEVATION G3.0 DETAILS 63.1 DETAILS 632 DETAILS P LIB C' WORKS DEPT_ * ENGINEERING* STREETS *PATER *SEWER *BUILDING * IKPQ 753 9th Avenue N Seattle. WA 98109 (208) 286-1640 WWI Icpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH -RACK Ett-Can CRAVIIEC SYSTEMS INC' 411.- 61.0 23/28 TOP SCREEN STANCHION (TYPI (E) CULVERT TOP STRONG BACK SCREEN/ STRONG BACK TOP CONNECTION (TYP) O 0 SCREEN/ STRONG BACK BOTTOM CONNECTION (TYPI BOTTOM SCREEN STANCHION ITYP) BOTTOM STRONG BACK O 0 O 0 O 0 O 0 O 0 O 0 DEBRIS RACK° WEST ELEVATION 1/2' = (E) CULVERT TOP SCREEN STANCHION PER 2/3.2 TOP STRONG BACK—W4x13 FAB PER 3/3.1 SCREEN STRINGER PER 1/3.0 SCREEN/ STRONG BACK TOP CONNECTION PER 1/3.1 SIDE SCREEN PER 2/3.3 SIDE SCREEN CONNECTION PER 1/3.3 SCREEN/ STRONG BACK BOTTOM CONNECTION PER 2/3.1 BOTTOM STRONG BACK—WBx13 FAB PER 4/3.1 BOTTOM SCREEN STANCHION PER 2/3.2 RELOCATE SCOUR PROTECTION AS REQUIRED O 00 O 0 0 �6NAVIIEC SYSTEMS INC' DEBRIS RACK SOUTH ELEVATION 1/2' = G 4°) P UBLI C WORKS DEP T. *ENGINEERING*STREETS*WATER*SEWJ R*BUILDING* 1908 designed dram decked Orel en pro] dir field bk no by bpg bP9 Psi eje date 6/11 6/11 6/11 6/11 753 91h Avenue N Seattle. WA 98109(206) 286-1640 wwwkpg cam 1117 Broadway Suite 501 Tacoma. WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH -RACK ei (4TTh file G2.0 24/28 Beale Me revisions date 6/11 STRINGER GUARD-PLix21 SCREEN STRINGER-P(}x21 (TYP) SCREEN FRAME-L22x22xx(TYP) SCREEN OUTSIDE STRINGER (2x) HSS *2}x} 8'-5 7/' — \ 3/16> ITTYP ) 6 3/4"L8"(TYP) 6 3/4" 9'-6 3/4" _Pb UBLIC WORKS DEPT. #ENGINEERING+STREETS •WATER+SEWER•BUILDING • designed dram checked PTO et Diet dQ field bk no by es( eje date 6/11 6/11 6/11 6/11 KPG. 753 9111 Avenue N Seattle, WA 98109(206) 2B6-1640 YAM kpg com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 6' 1" 3'- 1" 1/4" 09/16" r 5'-7 5/8" 2'-3 3/16" r 3"(TYP) 2 3/4" 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH -RACK 'Er t-cxIo no date SCREEN ASSEMBLY° FRONT & SIDE ELEVATIONS 3/4" = 1'-0" revisions G3.0 25/28 SCREEN STRINGERITYP) STRONG BACK PAD -EYE STRINGER LATERAL STOP STRINGER CLAMP PLATE- PLix4x16 CLAMP BOLTS -A325 0j- LG=4-DRILL i" HOLES ITYP) TOP STRONG BACK 31/8" { 7/8" 4 1/16" 4' SCREEN FRAME 11 I 1 ri 10 9/16" 1'-6 3/4" SCREEN / STRONG BACK TOP CONNECTION SIDE & FRONT DETAIL i 1 1/2" = 1'-0" SCREEN STRINGER ITYP) STRINGER LATERAL STOP STRINGER CLAMP PLATE CLAMP BOLTS BOTTOM STRONG BACK — iGRAVITEMS C STRONG BACK PAD -EYE In l I 0 10 it 1 0 SCREEN 1 STONG BACK BOTTOM CONNECTION O SIDE & FRONT DETAIL 2 1 1/2' = 1'-1 1/2" 91/B' r_ 1/2" ITYP) 7' TOP & BOTTOM STRONG BACK -SIZE I -BEAM SECTION PER 2/2.0 8'-41/16" B' 9 1/8" 3 1/2" t 9' 6 3/4" STRONG BACK PAD-EYE-Plix2}x21 LOCATE CL 011/16" R11/4" LLx22xx 14x) - 0- - 0- 4 1/16" 10 9/16" (TYPI I--- 4'-4 1/16" P UBLI C WORDS' DEEP T. *ENGINEERING+STREETS•WATER*SE V1 R*BUILDING dale designed dram checked W'01end Arai dir field Mr no ss1 eje 6/11 6/11 6/11 6/11 -$ KPG 753 9th Avenue N Seattle. WA 98109 (206) 286-1640 www kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH -RACK El (—(`pin —0- STRONG BACK DETAIL BOTTOM — TOP & SIDE DETAIL 1 /2' = 3 un- I no dale maidens G3.1 26/28 file no sale date 6/11 6 1/8" 4 7/8" STANCHION PAD-EYE -PL2x22x4. (TYP) PAD -EYE BASE-PL}x2}x2 ITYP) END CAP-PL/x22x2I(TYP) STANCHION SWIVEL BOLT-A3254 LG-11 TOP STANCHION POST-HSS 21x22xa ITYP) CLAMP BOLTS-A325 0I LG 4 DRILL 0a HOLES (TYP) STANCHION BASE PLATE-PLIx12x7. (TYP) I' 1 1/8" I 1 PAD -EYE BOLT-A325 411" LG=5" DRILL 0111 " HOLE WASHER SPACER -I " WASHER (TYP) PIPE SPACER- x STRONG LG= 2} - 1 1/8" ROUNDS -02" SOLID ROUND 16=72" (TYPI a 2 15/16" (TYP) 117/6" STANCHION CLAMP PLATE PL2xBj x7/ (TYP) 8 1/8" n �y 41/4' 2 1/2"(TYP) R11/4" TOP SCREEN STANCHION CONNECTION SIDE & TOP NEW 3" = 1'—O" STANCHION PAD -EYE ITYP) PAD -EYE BASE (TYP) END CAP ITYP) STANCHION SWIVEL BOLT TOP STANCHION POST (TYP) CLAMP BOLTS (TYP) STANCHION BASE PLATE (TYP) 1------1 r 9 j" STANCHION CLAMP PLATE SHEAR ROUNDS FOR ALL ROUNDS GRAVITEC SYSTEMS INC". 3/16 3/16 PIPE SPACER WASHER SPACER (TYP) PAD -EYE BOLT ITYP) (TYP) 7 (TYP) (TYP) BOTTOM SCREEN STANCHION CONNECTION SIDE & TOP VIEW F UBLIC WORKS DEFT_ *ENGINEERING*STREETS*WATER*SEWER*BUILDING* designed drawn checked Drol Prol dir field bk no by bpo bpq SSl eje date 6/11 6/11 6/11 KPG 753 9th Avenue N Seattle. WA 98109 (206) 286-1640 Www kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BID DOCUMENTS 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH —RACK G3.2 27/28 fib: no scale date revisions date 6/11 SIDE SCREEN SCREEN OUTSIDE STRINGER SIDE SCREEN BOLT-A307 4 " L6z31" P UBLIC WORKS DEFT. «ENGINEERING«STREETS «WATER«SEWER* BUILDING « designed dram decked lml eni pro] du field bk no 11I bp9 bP9 sat eje 6/11 6/11 6/11 6/11 753 9th Avenue N Seattle. WA 98109 (206) 286-1640 my hpo com 1117 Broatxay Suite 501 Tacoma. WA 98402 (253) 627-0720 BID DOCUMENTS 6 1/16" IRAVITEC SYSTEMS INC: SIDE SCREEN STINGER PLT }x2} (TYP) SIDE SCREEN VERTICAL STIFFENER PLT }x2} SIDE SCREEN CONNECTION PLT PLT }x2} 2010/2011 SMALL DRAINAGE PROGRAM GILLIAM CREEK TRASH -RACK SIDE SCREEN DETAIL SIDE VIEW 3/4' = file no wale date 6/11