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HomeMy WebLinkAboutSEPA E04-005 - CITY OF TUKWILA - STRANDER BOULEVARD PUMP STATION, STREET IMPROVEMENTS AND DRAINAGE IMPROVEMENTSCITY OF TUKWILA STRANDER BLVD PUMP STATION E04 -005 To: • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF DECISION Applicant Office of Archaeology State Department of Ecology, SEPA Division Other agencies PROJECT: Strander Boulevard pump station, street improvements and drainage improvements. FILE NUMBERS: E04 -005 ASSOCIATED FILES: Shoreline Substantial Development permit. File No. L04 -017 APPLICANT: City of Tukwila, Public Works Department REQUEST: The project replaces approximately 1,200 lineal feet of undersized stormwater main in Strander Blvd. from East Andover Parkway to the Green River outfall with 24 to 36 inch diameter pipe. The project includes a below -grade stormwater pump station in the Christensen Road right -of -way adjacent to Bicentennial Park and restoration of the roadway within the project limits. In the process, private stormwater drains will be reconnected, right of way catchbasins will be replaced and the existing outfall will be abandoned. LOCATION: The replacement stormwater main is located in the City of Tukwila, in the Strander Blvd. right -of -way from East Andover Parkway to the Green River, as well as a segment in Christensen Road both north and south of Strander Blvd. The below -grade stormwater pump station is in the Christensen Road right -of -way adjacent to Bicentennial Park and the Green River. 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 Minnie Dhaliwal, who may be contacted at (206) 431 -3685 for further information. Last saved 05/17/04 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E04 -O05 Applied: 03/26/2004 Issue Date: 05/17/2004 Status: ISSUED Proponent: City of Tukwila Lead Agency: City of Tukwila Description of Proposal: STRANDER BLVD PUMP STATION, STREET IMPROVEMENTS, AND DRAINAGE IMPROVEMENTS. Location of Proposal: Address: . Parcel Number: Section/Township /Range: NW 1/4 SECTION 25 TOWNSHIP 23N RANGE 4E The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by 3) i 2v oli The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 A-( /0° Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21 C.075) doc: Miscperm E04 -005 Printed: 05-14 -2004 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, 4VVV.A-'` HEREBY DECLARE THAT: Notice of Public Hearing k ✓ 1 Determination of Non - Significance Notice of Public Meeting. Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Project Number: C, (4-00 Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Mailer's Signature: (AI Planning Commission Agenda Pkt '` Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this (1 day of -i -n the year 20 L( P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: fir6 d-e-L-. 5`-r ( rV�� Project Number: C, (4-00 i Mailer's Signature: (AI Person requesting mailing: 0wn -A6_ '` -LZ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CHECKLIST: ENVIRONMENTAL REVIEW /SHORELINE PET MAILINGS FEDERAL AGENCIES U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ('DEPT OF FISH & WILDLIFE .,($(\1 U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES ,4OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES ( OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. ADEPT OF FISHERIES & WILDLIFE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV 14 DEPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL ' SEND CHKLIST W/ DETERMINATIONS ' SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC. ( ) K.C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) ()WEST ( ) SEATTLE CITY LIGHT ( ) PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () FIRE ( ) FINANCE () BUILDING ( ) MAYOR () PUBLIC WORKS () POLICE ( ) PLANNING ( ) PARKS & REC. ( ) CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES ( ) HEALTH DEPT () PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL X'K.C. LAND & WATER RESOURCES () FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR - LAKERIDGE SEWERNVATER DISTRICT ( ) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* ' NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE (SCS CULTURAL RESOURCES PROGRAM FISHERIES PROGRAM ILDLIFE PROGRAM MEDIA ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMINISTRATIV E\FORMS \CHKLIST.DOC DUWAMISH INDIAN TRIBE ( P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW • P IC 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 Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:\ADMINISTRATIVE \FORMS \CHKLIST. DOC I. II. • City of R&M' ,i Steven M. Mullet, Mayor Department of Community evelopment Steve Lancaster, Director FINAL STAFF EVALUATION FOR STRANDER BLVD. STORMWATER PUMP STATION, ROAD AND DRAINAGE IMPROVEMENTS File No: E04 -005 SUMMARY OF PROPOSED ACTION The project replaces approximately 1,200 lineal feet of undersized stormwater main in Strander Blvd. from East Andover Parkway to the Green River outfall with 24 to 36 inch diameter pipe. The project includes a below -grade stormwater pump station in the Christensen Road right -of -way adjacent to Bicentennial Park and restoration of the roadway within the project limits. In the process, private stormwater drains will be reconnected, right of way catchbasins will be replaced and the existing outfall will be abandoned. GENERAL INFORMATION Project Name: Strander Boulevard stormwater pump station, - road and drainage improvements. Applicant: Location: Zoning: Comprehensive Plan Designation: City of Tukwila Public Works Department, Ryan Larson 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -0179 The replacement stormwater main is located in the City of Tukwila, in the Strander Blvd. right -of -way from East Andover Parkway to the Green River, as well as a segment in Christensen Road both north and south of Strander Blvd. The below -grade stormwater pump station is in the Christensen Road right -of -way adjacent to Bicentennial Park and the Green River. The current zoning for the adjacent properties in the vicinity of the project area is Tukwila Urban Center (TUC). The current Comprehensive Plan depicts the areas adjacent to the project site as Tukwila Urban Center (TUC). 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review as it does not meet the exemptions listed under WAC 197 -11 -800. IV. BACKGROUND /PROPOSAL The project replaces approximately 1,200 lineal feet of undersized stormwater main in Strander Blvd. from East Andover Parkway to the Green River outfall with 24 to 36 inch diameter pipe. The project includes a below -grade stormwater pump station in the Christensen Road right -of -way adjacent to Bicentennial Park and restoration of the roadway within the project limits. In the process, private stormwater drains will be reconnected, right of way catchbasins will be replaced and the existing outfall will be abandoned. The normal mode of the proposed stormwater system will be gravity flow to the river via the relocated outfall. When flows exceed pipe capacity due to high inflows and/or backwater effects of the high stage at the river outfall, the pumps will be utilized to maintain flows and avoid upstream flooding. The project includes construction of the outfall pipe through the flood control levee and restoration of the levee. 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 -2 -- Concur with checklist. 3 -- Applicant is City of Tukwila, Public Works Department 6300 Southcenter Boulevard, Tukwila WA 98188 Contact person is Ryan Larson, Senior Engineer, Phone 206 - 431 -2456. 4 -12 -- Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: 2 • a -h -- Concur with checklist. 2. Air: a -c -- Concur with checklist. • 3. Water: a (1) -a(6) -- Concur with checklist. b (1) and (2) -- Concur with checklist. c (1) and (2) -- Concur with checklist. d -- Concur with checklist. 4. Plants: a -d -- Concur with checklist. 5. Animals: a -d -- Concur with checklist. 6. Energy and Natural Resources: a -c -- Concur with checklist. 7. Environmental Health: a -- Concur with checklist. a (1) and (2) -- Concur with checklist. b (1) -b(3) -- Concur with checklist. 8. Land and Shoreline Use: a-1 -- Concur with checklist. 9. Housing: a -c -- Concur with checklist. 10. Aesthetics: 3 a -c -- Concur with checklist. 11. Light and Glare: a -d -- Concur with checklist. 12. Recreation: a -c -- Concur with checklist. 13. Historic and Cultural Preservation: a- b - -Per the comment letter received from the Office of Archaeology and Historic Preservation, there is a recorded archaeological site within 3/4 miles of the project area, and there are several ethnographic places names and one indicating a possible village location, near the project areas, especially that near Bicenntennial Park. c — All proposed improvements are to be conducted within areas that have been previously developed. There is a possibility that archaeological resources may be encountered at some of the deep excavations. Due to the anticipated excavation depths at these locations and because they are within open roadways, it is not practical to conduct an exploratory excavation or other method to determine if any resources exist prior to construction. However an archaeologist will be on site during deep excavations to monitor excavations until glacial deposits or glacial clay is reached. Also, a specification will be added letting the contractor know that archaeological resources may be encountered with the deep excavations associated with this project. If any artifacts are encountered during any of the excavation activities, all work will be stopped and the State Office of Archaeology and Historic Preservation and concerned tribes cultural committees and staff will be notified. 14. Transportation: a -g -- Concur with checklist. 15. Public Services: a -b -- Concur with checklist. 16. Utilities: a -b -- Concur with checklist. 4 V. COMMENTS A letter was received from the Office of Archaeology and Historic Preservation requesting an archaeological survey since there is a recorded archaeological site within 3/4 miles of the project area and several ethnographic places names and one indicating a possible village location. The State Office of Archaeology and Historic Preservation was informed that due to the anticipated excavation depths at these locations and because they are within open roadways, it is not practical to conduct an exploratory excavation or other method to determine if any resources exist prior to construction. Then upon the State Archaeologists recommendations it was decided that an archaeologist will be on site during deep excavations to monitor excavations until glacial deposits or glacial clay is reached. Also, a specification will be added letting the contractor know that archaeological resources may be encountered with the deep excavations associated with this project. Further if any artifacts are encountered during any of the excavation activities, all work will be stopped and the State Office of Archaeology and Historic Preservation and concerned tribes cultural committees and staff will be notified. See attached correspondence. 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 Application No. E04- 005 ", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Minnie Dhaliwal Date: May14, 2004 5 STATE OF WASHINGTON Office of Archaeology and Historic Preservation 1063 S. Capitol Way, Suite 106 • Olympia, Washington 98501 (Mailing Address) PO Box 48343 •Olympia, Washington 98504 -8343 (360) 586 -3065 Fax Number (360) 586 -3067 May 4, 2004 Ms. Minnie Dhaliwal Community Development City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 In future correspondence please refer to: Log: 050404 -05 -KI Property: E04 -005 & L04 -014 Strander Blvd. Stormwater pump station Dear Ms. Dhaliwal: leo c 4M weivr We have reviewed the materials forwarded to our office for the proposed project referenced above. There is a recorded archaeological site within 3/4 miles of the project area, 'and there are several ethnographic places names, and one indicating a possible village location, near the project areas, especially that near Bicenntennial Park. We recommend you conduct a professional archaeological survey of those areas proposed for any excavation associated with the proposed project. We also recommend consultation with the concerned tribes cultural committees and staff regarding cultural resource issues. If federal funds or permits are involved Section 106 of the National Historic Preservation Act, as amended, and its implementing regulations, 36CFR800, must be followed to determine whether historic properties, including archaeological resources, would be affected by the proposed project. We would appreciate receiving any correspondence or comments from concerned tribes or other parties concerning cultural resource issues that you receive as you consult under the requirements of 36CFR800.4(a)(4). These comments are based on the information available at the time of this review and on behalf of the State Historic Preservation Officer. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment on this project and we look forward to receiving the survey report. Si i er-ly, tephen e Kramer Assistant State Archaeologist (360) 586 -3083 StephenieK(a�cted.wa. gov cc: Richard Brooks Cecil Hansen Donna Hogerhuis ADMINISTERED BY DEPARTMENT OF COMMUNITY, TRADE & ECONOMIC DEVELOPMENT • • TO: Minnie Dhaliwal FROM: Ryan Larson+ DATE: May 7, 2004 SUBJECT: Strander Blvd. Stormwater Pump Station — Archaeological Site Review MEMORANDUM This memorandum is in response to the letter received May 4, 2004 from the State Office of Archaeology and Historic Preservation. We do not plan on conducting an archaeological survey as part of the design effort for this project. All proposed improvements associated with this project are to be conducted within areas that have been previously developed. In addition, this project is being funded exclusively with City funds therefore we are not required to follow the National Historic Preservation Act. I have checked with the Parks Department and was told that they are not aware of any investigation conducted during the development of the Bicentennial Park site. There is the possibility that we may encounter archaeological resources at some of the deep excavations including the pump station location. Due to the anticipated excavation depths at these locations and because they are within open roadways, it is not practical to conduct an exploratory excavation or other method to determine if any resources exist prior to construction. We will write a specification letting the contractor know that archaeological resources may be encountered with the deep excavations associated with this project. If any are encountered during construction, we will follow all necessary state and federal regulations including suspending construction and notifying the State Office of Archaeology and Historic Preservation. Please let me know if you have any questions on this issue. Minnie Dhaliwal - RE: Log 050404 -05 -KI From: "Kramer, Stephenie (CTED)" <StephenieK @CTED.WA.GOV> To: 'Minnie Dhaliwal' <mdhaliwal @ci.tukwila.wa.us> Date: 5/11/04 11:40AM Subject: RE: Log 050404 -05 -KI Minnie, Thanks for the follow up. If the proposed excavations are very deep and a before - the -fact assessment is not feasible, one other option is to have an archaeological monitor watch excavations until glacial deposits or glacial clay is reached. That way if any archaeological material is encountered, someone with expertise will be present to recognize it. I'm not sure its fair to expect the backhoe operator to recognize archaeological sites or human remains, many times they are not very obvious to the untrained eye (or the trained eye sometimes, even!). Sometimes the Tribes have staff to do this, othertimes not. That would be my only other recommendation in a case where a survey cannot be conducted in advance. Thank you for keeping in touch! Stephenie Stephenie Kramer Assistant State Archaeologist Office of Archaeology & Historic Preservation PO Box 48343 1063 S. Capitol Way, Ste. 106 Olympia, WA 98504 -8343 voice (360) 586 -3083 fax (360) 596 -3067 www.oahp.wa.gov Original Message From: Minnie Dhaliwal [mailto:mdhaliwal @ci.tukwila.wa.us] Sent: Tuesday, May 11, 2004 10:37 AM To: Kramer, Stephenie (CTED) Subject: Log 050404 -05 -KI Hi Stephenie: Thank you for providing comments on Strander Boulevard pump station project, City of Tukwila file numbers E04 -005 & L04 -014 and your log number 050404- 05 -KI. All proposed improvements associated with this project are to be conducted within areas that have been previously developed. There is a possibility that archaeological resources may be encountered at some of the deep excavations including the pump station location. Due to the anticipated excavation depths at these locations and because they are within open roadways, it is not practical to conduct an exploratory excavation or other method to determine if any resources exist prior to construction. However, a specification letting the contractor know that archaeological resources may be encountered within the deep excavations associated with Minnie Dhaliwal - RE: Log 050404 -05 -KI this project will be added. If they are encountered during construction, the city will follow all necessary state and federal regulations including suspending construction and notifying your office. Please let us know if you have any concerns with this approach so that the we can issue a SEPA determination. Thanks you for your input. Sincerely, Minnie Dhaliwal Senior Planner City of Tukwila 206 - 431 -3685. MEMORANDUM TO: Minnie Dhaliwal FROM: Ryan Larson?— DATE: May 12, 2004 SUBJECT: Strander Blvd. Stormwater Pump Station — Archaeological Site Review This memorandum is a follow up to our conversation regarding Archaeological Site Monitoring. The City will take the following steps to ensure the preservation of cultural resources that may be encountered during construction of this project: 1. A contract provision will be added to the contract requiring that all contract excavation activities will be stopped and the State Office of Archaeology and Historic Preservation will be notified if any artifacts are encountered during any of the excavation activities. 2. An Archeologist will be required to be on site during the excavation for the pump station. Please let me know if you have any questions on this issue. • Cizy of f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED APRIL 20, 2004 The following applications have been submitted to the City of Tukwila Department of Community Development: PROPOSAL: Strander Boulevard Stormwater Pump Station, Road and Drainage Improvements. APPLICANT: City of Tukwila LOCATION: The replacement stormwater main is located in the City of Tukwila, in the Strander Blvd, right of way from East Andover Parkway to the Green River, as well as a segment in Christensen Road both north and south of Strander Blvd. The below grade stormwater pump station is in the Christensen Road right of way adjacent to Bicentennial Park and the Green River. FILE NUMBERS: E04 -005 and L04 -014 OTHER PERMITS:: Construction Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on SEPA and Shoreline applications. You must submit your comments in writing to the Department of Community Development. Comments on the SEPA application are due by 5:00 p.m. on May 4, 2004. The deadline to submit comments on the Shoreline permit is 5:OOp.m. on May 20;2004. If you have questions about this proposal contact Minnie Dhaliwal, the Planner in charge of this file, at (206) 431- 3685. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision on this project or obtain information on your appeal rights by contacting the Department of Community Development at 206 - 431 -3670. Decision related to the Shoreline is made by the Director of Community Development and may be appealed to the State Shorelines Hearing Board. The Department will provide you with information on appeals if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: March 26, 2004 April 15, 2004 April 20, 2004 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Dept. Of Community Development • City of Tukwila AFFIDAVIT OF DISTRIBUTION -..-, L IteOwL ci/s, HEREBY DECLARE THAT: Notice of Public Hearing Determinatio0'of Non-Significance Notice of Public Meeting • Mitigated Determination of Non- Significanc44- 0 / Li--1,0 .— A_- IA. I Board of Adjustment Agenda Pkt si 1,14. (Je—kre—i Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt II L., Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda ' Notice of Application 4\ Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit ..., __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this 14?-777day of year 2004 in the P:GINAWYNETTA/FORMS/AFFIDAVIT-MA1L 08/29/003:31 PM Project Name: 3t-rxt,1,a,t4___ 0 1 4 —I 0 / Li--1,0 .— A_- IA. I Project Number: .()Li —04C)c--) I 1:4-1.----C)/li si 1,14. (Je—kre—i _, 1 Mailer's Signature: igit,ock, Person requesting mailing: A II L., 4. I P:GINAWYNETTA/FORMS/AFFIDAVIT-MA1L 08/29/003:31 PM CHECKLIST: ENVIRONMENTAL REVIEW /SHORELINE PERILINGS FEDERAL AGENCIES ,XU.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION <bEPT OF FISH & WILDLIFE () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF. H.U.D. NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ODEPT OF COMM. TRADE & ECONOMIC DEV. DEPT OF FISHERIES & WILDLIFE ( ) DEPT OF SOCIAL & HEALTH SERV. DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL SEND CHKLIST W/'DETERMINATIONS SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC. ( ) K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () INVEST () SEATTLE CITY LIGHT ()PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT () TUKWILA CITY DEPARTMENTS: ( ) FIRE ( ) FINANCE () BUILDING ( ) MAYOR () PUBLIC WORKS ( ) POLICE ( ) PLANNING ( ) PARKS & REC. ( ) CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES () HEALTH DEPT () PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL 'K.C. LAND & WATER RESOURCES () FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR - LAKERIDGE SEWERNVATER DISTRICT RENTON PLANNING DEPT `( )'CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE' • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES () PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE 17j IUCKLESHOOT INDIAN TRIBE CULTURAL RESOURCES PROGRAM FISHERIES PROGRAM (WILDLIFE PROGRAM MEDIA ( ) SEATTLE TIMES ()SOUTH COUNTY JOURNAL P:\ADMINISTRATI V E\FORMS \CHKLIST.DOC DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT XDUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL. APPLICATIONS ON DUN/AMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW • P ft, IC 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 Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) • SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:\ADMINISTRATI VE\FORMS \CHKLIST.DOC Circuit City Store ATTN: MANAGER 223 ANDOVER PARK E TUKWILA WA 98188 -2904 Oregon Instit. of Technology ATTN: MANAGER 320. ANDOVER PARK E #111 TUKWILA WA 98188 -7623 Law Office of John J. Chu ATTN: MANAGER 320 ANDOVER PARK E #130 TUKWILA WA 98188 -7628 YearRound Tax & Accounting ATTN: MANAGER 320 ANDOVER PARK E #143 TUKWILA WA 98188 -7628 POS Resources ATTN: MANAGER 320 ANDOVER PARK E #170 TUKWILA WA 98188 -7698 Billy McHales Corp. ATTN: MANAGER 320 ANDOVER PARK E #225 TUKWILA WA 98188 -7626 Ygnition Networks, Inc. ATTN: MANAGER 320 ANDOVER PARK E #280 TUKWILA WA 98188 -7621 Armstrong Alcohol /Drug Recov ATTN: MANAGER 331 ANDOVER PARK E #251 TUKWILA WA 98188 -7639 r3 45 �Li -33'1 Cash & Carry /United Grocers ATTN: MANAGER 230 ANDOVER PARK E TUKWILA WA 98188 -2919 GN Mortgage ATTN: MANAGER 320 ANDOVER PARK E #115 TUKWILA WA 98188 -7623 Volano LLC ATTN: MANAGER 320 ANDOVER PARK E #135 TUKWILA WA 98188 -7636 E- Tickets Travel, LLC ATTN: MANAGER 320 ANDOVER PARK E #145 TUKWILA WA 98188-7600 Portent Interactive ATTN: MANAGER 320 ANDOVER PARK E #190 TUKWILA WA 98188 -7630 TRAC Associates Inc ATTN: MANAGER 320 ANDOVER PARK E #232 TUKWILA WA 98188 -7635 M. B. Foster Associates ATTN: MANAGER 331 ANDOVER PARK E #100 TUKWILA WA 98188 -7609 Commercial Agency ATTN: MANAGER 331 ANDOVER PARK E #260 TUKWILA WA 98188 -7601 rya ps S (2rt el Brother Band Inc ATTN: MANAGER 320 ANDOVER PARK E #100 TUKWILA WA 98188 -7600 AA All City Repair ATTN: MANAGER 320'.ANDOVER PARK E #127 TUKWILA WA 98188 -7635 Law Offices of Roy W Ken ATTN: MANAGER 320 ANDOVER PARK E #140" TUKWILA WA 98188 -7628 Net Tech Inc ATTN: MANAGER 320 ANDOVER PARK E #165'' TUKWILA WA 98188- 7635 Four J's America, Inc ATTN: MANAGER 320 ANDOVER PARK .E #210 TUKWILA WA.•98188- 7621'. Crohn's & Colitis Founda ATTN: MANAGER 320 ANDOVER SARK E. #270' TUKWILA WA 98188 -7600 NORESCO LLC ATTN: MANAGER 331 ANDOVER PARK E #130 TUKWILA WA 98188 - 7601." Suzan's Alterations & Ta .: ATTN: MANAGER 331 ANDOVER PARK E TUKWILA WA 98188 -7601. IdAQSS - y ° Lcrsvni. SRpA Burger .King ATTN: MANAGER 335 ANDOVER PARK 'E TUKWILA WA 98188 -3318 Skarbos Furniture Whse ATTN: MANAGER 345 ANDOVER PARK E TUKWILA WA 98188 -7601 Advantage Financial." Group • ATTN: :MANAGER' • '16300 CHRISTENSEN RD #104 • . TUKWILA WA.98188 -3418 •. Ale.ta Brunkel ATTN: MANAGER 16300'CHRISTENSEN•RD #108 TUKWILA,WA 98188 -3418 • Wilbur Ellis ATTN: MANAGER 16300 CHRISTENSEN RD #135 TUKWILA WA 98188 -3418 Intercontinental Tug & Barge ATTN: MANAGER 16300 CHRISTENSEN RD #203 TUKWILA WA 98188 -3403 Jore International, Inc. ATTN: MANAGER 16300 CHRISTENSEN RD #203 TUKWILA WA 98188 -3403 Advantage Home Mortgage Inca ATTN: MANAGER 16300 CHRISTENSEN RD #211 TUKWILA WA 98188 -3420 Boeing Travel Management Co. ATTN: MANAGER 340 ANDOVER PARK E. TUKWILA WA 98188 -7602 Yamada Teriyaki. ATTN: MANAGER 345 ANDOVER PARK E TUKWILA WA 98188 -7601 Anne M. Thureson, LICSW ATTN: MANAGER 16300 CHRISTENSEN RD #108 TUKWILA WA 98188 -3418 Philip Bohn, M.S.W.. ATTN: MANAGER. 16300 CHRISTENSEN .RD. #108' TUKWILA WA 98188 =3418 Harpac Equipment Leasing Inc I. ATTN: MANAGER 16300 CHRISTENSEN RD #203 TUKWILA WA. 98188 -3403 Global Marine Leasing, LLC ATTN: MANAGER 16300 CHRISTENSEN RD #203 TUKWILA WA 98188-3403 Strong American, Inc. ATTN: • MANAGER 16300 CHRISTENSEN RD #203 TUKWILA WA 98188 -3403 Vertis, Inc. ATTN: MANAGER 16300 CHRISTENSEN RD #217 TUKWILA WA 98188 - 3418 Wells Fargo: Bank ATTN: MANAGER 343 ANDOVER PARK E TUKWILA WA 98188 -4807 Michael Deli Mart ATTN: MANAGER 3451ANDOVER PARK E TUKWILA WA 98188 -7601 David Thomson,.Ph.D., P. ATTN: MANAGER 16300 CHRISTENSEN RD #10 TUKWILA WA 98188 -3418 Wackenhut Corp.: ATTN: MANAGER,.' 16300 CHRISTENSEN RD #13 TUKWILA WA'98188- 3420 America Cargo Transport, ATTN: MANAGER 16300 CHRISTENSEN RD #20 TUKWILA WA 98188-3403 Victory Towing, Inc. ATTN: MANAGER.: 16300 CHRISTENSEN RD #20 TUKWILA WA`9 8188 - 3403`. Northrop. Grumman Corp. '. ATTN: MANAGER. 16300 CHRISTENSEN RD #20. TUKWILA WA 98188 -3418 Minutemen Press Intl., I ATTN: MANAGER 16300 CHRISTENSEN RD #22` TUKWILA WA 98188 - 3418..: •- .Anderson Law Group PLLC •ATTN: MANAGER • 16300 'CHRISTENSEN. RD #230 TUKWILA.WA 98188 -3403 All Frght Sol. dba Exel Tran ATTN: MANAGER 16300 CHRISTENSEN RD #340 TUKWILA WA 98188 -3401 •William P. Meleney, MA,, PS ATTN: MANAGER . `16300 CHRISTENSEN RD'3 -108 -TUKWILA WA 98188 -3418 • Pacific Northwest Bank ATTN:. MANAGER 505. INDUSTRY DR TUKWILA WA 98188 -3404 Sign Here Inc ATTN: MANAGER 540 INDUSTRY DR TUKWILA WA 98188 -3404 Precision. Steel Rule Die Co. ATTN: MANAGER. 544 INDUSTRY DR #4 s. TUKWILA WA 98188 -3404 Arcadi Home Industries, Inc.. ATTN:. MANAGER 550 INDUSTRY DR• TUKWILA WA 98188- 3404 Navigation Technologies ATTN: MANAGER. 555 INDUSTRY DR Bdg 3 TUKWILA WA 98188 -3405 AmeriGroup Mortgage Corp. ATTN: MANAGER 16300 CHRISTENSEN RD #301 TUKWILA WA 98188 -3421 Yates Logistics Solutions ATTN: MANAGER 16300 CHRISTENSEN RD #340 TUKWILA WA 98188 -3401 Shinho USA, Inc. ATTN: MANAGER 16300 CHRISTENSEN RD 3 -205 TUKWILA WA 98188 -2929" VantageMed'Corp ATTN: MANAGER 530 INDUSTRY DR #4 TUKWILA WA 98188 -3404 Radio Shack Service Center." ATTN: MANAGER 541 INDUSTRY DR TUKWILA - WA.98188 -3405 Access Computer Network, Inc. ATTN: MANAGER 545 INDUSTRY DR . TUKWILA WA 98188-3405 JMJ Corporation ATTN: MANAGER 552 INDUSTRY DR TUKWILA WA 98188 -3404 ADX Medical Staffing, Inc ATTN: MANAGER 556 INDUSTRY DR Bld 4 TUKWILA WA 98188 -3404 Schneider & Kobata:PS: ATTN: MANAGER 16300 CHRISTENSEN RD #32 TUKWILA WA 98188 -3421 Northwest Hydraulics Con ATTN: MANAGER 16300 CHRISTENSEN RD #35 TUKWILA WA 98188- 3418•. Fuji Industrial USA, Inc ATTN: MANAGER. 16300 CHRISTENSEN RD 3-2 TUKWILA WA 98188 -3403 Holland Dutch of WA, Inc. ATTN: MANAGER 535 INDUSTRY DR TUKWILA WA 98188 - 3405.; Coverall of' Washington. ATTN:'MANAGER 543 INDUSTRY.DR TUKWILA WA 98188 - 3409'•. Dashco dba Minuteman Pre . ATTN: MANAGER 547 INDUSTRY DR Bldg3 TUKWILA WA 98188 -3405 Christian Science Practi ATTN: MANAGER 553 INDUSTRY DR TUKWILA WA98188 -3405 New Era Counseling &Coon... ATTN: MANAGER • ' 559 INDUSTRY DR #3' TUKWILA WA,98188 -3405. Corporate Recoveries Inc ATTN: MANAGER" 560 INDUSTRY DR Bdg 4 TUKWILA WA 98188 -3404 Gotta Golf, Inc. ATTN: MANAGER 572 INDUSTRY DR TUKWILA' WA 98188 -3404 Pacific Pulmonary Services ATTN: MANAGER 580 INDUSTRY DR Bdg 6 TUKWILA WA 98188 -3404 Diamond Chain Co ATTN: MANAGER 588 INDUSTRY DR TUKWILA WA • 98188 -3404 U.N.I. Seafood International ATTN: MANAGER 592 INDUSTRY DR Bdg 6 TUKWILA WA 98188 -3404 Sound Overhead Door. ATTN:. MANAGER 598 INDUSTRY DR #8' TUKWILA WA 98188-3404 Jackson Enterprises, Inc. ATTN: MANAGER 601 INDUSTRY DR TUKWILA WA 98188 -2599. Bread Board ATTN: MANAGER 607 INDUSTRY DR TUKWILA WA 98188 -3407 Verizon Wireless ATTN: MANAGER 566 INDUSTRY. DR Bdg.6 TUKWILA WA 98188 -3404 EZ Rent, Inc. ATTN: MANAGER 576 INDUSTRY DR #6 TUKWILA WA 98188 -3405 Primerica Financial. Services ATTN: MANAGER 584 INDUSTRY DR TUKWILA WA 98188 -3404. Gordon G.T. & Associates ATTN: MANAGER 590 INDUSTRY: DR TUKWILA WA 98188 =3404 Alpha International ATTN: MANAGER 593 INDUSTRY DR TUKWILA WA 98188 -3407 J &M Disposal, Inc. ATTN:. MANAGER 599 INDUSTRY DR #5 TUKWILA WA 98188-3405 Leo Perry Sr., Enterprise ATTN: MANAGER 604 INDUSTRY DR TUKWILA WA 98188 -3406 Helen Estoque Hopper,MSW/CSW ATTN: MANAGER 608 INDUSTRY DR TUKWILA WA 98188 -3406 Sound Filtration. Tech.,_ ATTN: MANAGER - 568 INDUSTRY DR TUKWILA WA 98188 -3404 Apperson Print Managemen ATTN: MANAGER 577(INDUSTRY.DR #5 TUKWILA WA' 98188 -3405 Getronics ATTN: MANAGER 585 INDUSTRY DR Bdg 5 TUKWILA WA 98188 -3405 International Services, ATTN: MANAGER 591 INDUSTRY' DR 5 -591 TUKWILA WA 98188 -3405 Renco, Inc'. ATTN: MANAGER 595 INDUSTRY DR TUKWILA WA..98188 -3405 State Mechanical Co., In ATTN: MANAGER. 600 INDUSTRY DR #8 TUKWILA WA 98188 -3406 Systematix Controls, Inc ATTN: MANAGER 606 INDUSTRY DR Bdg 8 TUKWILA WA 98188 -3407' Sabertooth Games,: Inc. ATTN: MANAGER 610 INDUSTRY DR TUKWILA WA 98188 -3406 . G & H Goldfish ATTN: MANAGER 611 INDUSTRY DR TUKWILA WA 98188 -3407 Home Art International ATTN: MANAGER 620 INDUSTRY DR TUKWILA WA 98188 -3406 Western Computer. Services. ATTN: MANAGER 623 INDUSTRY DR TUKWILA WA 98188 -3407 Thales - Avionics, cInc ATTN:.'MANAGER .641 INDUSTRY DR TUKWILA WA. 98188-3490 Entrance Controls, Inc. ATTN: MANAGER 664 INDUSTRY DR TUKWILA WA 98188-3406 Entertainments, Inc. ATTN: MANAGER 682 INDUSTRY R. TUKWILA WA 98188 -3406 Seattle Specialties, Inc. ATTN: MANAGER 708 INDUSTRY DR'Bdgl4 TUKWILA WA 98188 -3408 Precision Engraving ATTN: MANAGER 722 INDUSTRY DR TUKWILA WA 98188 -3408 I • i Direct Couriers, LLC ATTN:-MANAGER 614 INDUSTRY DR Bdg 8 TUKWILA WA 98188 -3406 Calhoun .& DeJong, Inc ATTN: MANAGER 622 INDUSTRY DR Blg 8 TUKWILA WA 98188 -3406 Gibson Enterpr. dba Stylistx ATTN: MANAGER 626 INDUSTRY DR #B TUKWILA WA 98188-3406 Breda Transportation,.Inc. ATTN:' MANAGER : 652.INDUSTRY DR Bdg10' TUKWILA,WA 98188. -3405 Future Stars ATTN: MANAGER 670. INDUSTRY. DR Bdg12 TUKWILA WA 98188 -3406 Telecom Labs, Inc. ATTN: MANAGER 700: INDUSTRY DR TUKWILA WA 98188 -3408 GM2 Systems ATTN: MANAGER 713. INDUSTRY DR TUKWILA WA 98188 -3409 Ace Heating, Inc. ATTN: MANAGER 725 INDUSTRY DR TUKWILA WA 98188 -3409 Hallwood Commercial Real ATTN: MANAGER 617 INDUSTRY DR TUKWILA WA 98188 -3407 Network Support, Inc. ATTN: MANAGER 623'INDUSTRY..DR TUKWILA WA 98188 -3407 RFI Enterprises, Inc: ATTN: MANAGER '636 INDUSTRY DR- TUKWILA WA 98188 -3406 Applied Telecom Systems, ATTN: MANAGER 660 INDUSTRY DR TUKWILA WA. 98188 -3406 Master Printer Northwest MANAGER 678 INDUSTRY DR #12 TUKWILA WA. ".98188 -3406 A.& D Ceramics ATTN: MANAGER 705 INDUSTRY DR` TUKWILA WA 98188 -3409 Dorado International Cor ATTN: MANAGER 716 INDUSTRY DR TUKWILA WA 98188 -3408 Operations Support Group ATTN: MANAGER 742 INDUSTRY DR TUKWILA WA 98188 -3408 Seattle:Data:Systems, Inc. • ATTN: MANAGER • 746'INDUSTRY DR . TUKWILA WA 98188 -3408 Carpenter Sales & Mktg. Inc. ATTN:. MANAGER 762. INDUSTRY DR TUKWILA WA 98188.3910 Sidetrak, Inc. ATTN: MANAGER 774 INDUSTRY DR TUKWILA WA. 98188 -3407 Weigh ,Tronix, Inc. .. ATTN: MANAGER. 808; INDUSTRY .DR TUKWILA :WA 98188 -3410 Diana. International LLC ATTN: MANAGER 818 INDUSTRY DR #18 TUKWILA WA 98188- 3410•. Integrated Software Sol.,Inc ATTN: MANAGER 832 :INDUSTRY DR TUKWILA WA 98188 -3411. Pegasus Airwave, Inc.. • ATTN:- MANAGER • 838 INDUSTRY DR Ut 20 . TUKWILA .WA.9.8188 -3410. Caffe Luca Coffee Roasters ATTN: MANAGER. 885 INDUSTRY DR #25/F TUKWILA WA 98188 -3411 Northwest Multiple - Listing ATTN:.MANAGER 748 INDUSTRY DR TUKWILA WA 98188 -3408 • Warner Telecom Group, LLC ATTN: MANAGER. 764 INDUSTRY DR TUKWILA WA 98188 -3408 North Star Design, Inc. ATTN: MANAGER 804 INDUSTRY DR #18 TUKWILA WA 98188 -3413 Lorillard. ATTN: • MANAGER 812 INDUSTRY DR #18 TUKWILA WA 98188-3411 Firstline,.Inc. ATTN: MANAGER 819 INDUSTRY DR Bdg19 TUKWILA WA 98188 -3411 J. Walling &:Assoc., Inca ATTN :' - MANAGER 833 INDUSTRY DR TUKWILA- WA'98188 -4801 Froula Alarm Systems ATTN: MANAGER 861 INDUSTRY DR. TUKWILA WA 98178 -3411 Centon Ind., Inc.. ATTN: MANAGER 887 INDUSTRY DR TUKWILA WA 98188-3411 Enterprise Information .S ATTN: MANAGER 756 INDUSTRY DR TUKWILA WA. 98188 -3408 Philippine Cargo dba U -H ATTN: MANAGER 770lINDUSTRY DR Bdg16 TUKWILA WA 98188-3408 Stephens Building & Remo. ATTN: MANAGER 805 INDUSTRY DR TUKWILA WA 98188 -3411 Environmental Resolution.• ATTN: MANAGER 815.INDUSTRY DR TUKWILA WA-98188-3413- E G & 0 Technical Svs., ATTN: MANAGER 830 INDUSTRY DR TUKWILA WA 98188 -3410 DoAll Industrial. Supply ATTN: MANAGER 834 INDUSTRY DR Bdg20 TUKWILA WA 98188- 3410.' Trend Target, Inc. ATTN: MANAGER 871 INDUSTRY DR TUKWILA WA 98188 -3412 Digital Vista LLC ATTN: MANAGER 891 INDUSTRY DR TUKWILA WA 98188 -3411 Sterling Laser ATTN: MANAGER 893 INDUSTRY DR TUKWILA WA 98188 -3411 K & L Reber, Inc. ATTN: MANAGER 904 INDUSTRY DR TUKWILA WA 98188 -3412 Fastenal Company ATTN: MANAGER 908 INDUSTRY DR Bdg22 TUKWILA WA 98188 -3412 Gaylord Industries, Inc. ATTN: MANAGER. 925 INDUSTRY DR TUKWILA WA 98188 -4803 Equally Yoked ATTN: MANAGER 932 INDUSTRY DR A -210 TUKWILA WA 98188 -3424 Seattle Fay. Gourmet Cookies ATTN: MANAGER 935 INDUSTRY DR TUKWILA WA 98188 -3413 IDS Audio Video Group. ATTN: MANAGER 940 INDUSTRY DR TUKWILA WA 98188 -3412 Dynamex, Inc ATTN: MANAGER 944 INDUSTRY DR TUKWILA WA 98188- 3412. T.E.O.S., Inc. ATTN: MANAGER 902 INDUSTRY DR• TUKWILA WA 98188 -3412 Vortex Industries, Inc. ATTN: MANAGER. 906 INDUSTRY DR #22 TUKWILA WA 98188 -3412 Kamiya Biomedical Company ATTN: MANAGER 910 INDUSTRY DR TUKWILA WA 98188 -3412 SB Software ATTN: MANAGER 930 INDUSTRY. DR TUKWILA WA 98188 -3412 Websource„ Inc. ATTN: MANAGER 932 INDUSTRY DR A -220. TUKWILA WA 98188 -3412 SVGames, LLC ATTN: MANAGER 936 INDUSTRY DR TUKWILA WA 98188 -3412 T- Design ATTN: MANAGER: 942 INDUSTRY DR #24 TUKWILA WA 98188 -3412 SDS Distributors ATTN: MANAGER 950 INDUSTRY DR TUKWILA WA 98188 -3412 Orkin Pest Control ATTN: MANAGER 903 INDUSTRY DR #27G. TUKWILA WA 98188 -3413 Northwest Cars & Trucks.. ATTN: MANAGER • 907'INDUSTRY DR' TUKWILA WA' 98188 -3413' A -1 Built. In Vacuums ATTN: MANAGER 916 INDUSTRY DR TUKWILA WA.98188- 3412'.:' Matthew Steven .Davis, In- ATTN: MANAGER 930 INDUSTRY DR TUKWILA WA 98188-3412 Norpac Consulting-Engine ATTN: MANAGER 932 INDUSTRY DR TUKWILA WA 98188 -3413 Impact Paper & Ink ATTN: MANAGER 939 INDUSTRY DR #29/B' TUKWILA WA-98188 -4801 Burhans- Sharpe Sales, In ATTN: MANAGER 943 INDUSTRY DR TUKWILA WA 9.8188- 3413.. MAR Corp.. ..:. ATTN: MANAGER 954 INDUSTRY.DR TUKWILA WA 98188 -3412 Heath Consultants, Inc. ATTN:. MANAGER 955 INDUSTRY DR 29G TUKWILA WA 98188 -3460 Microscan Systems ATTN: MANAGER 970• INDUSTRY DR Bdg28 TUKWILA WA 98188 -3412 Northwest Computer Support ATTN:. MANAGER 975 INDUSTRY DR #31EF TUKWILA WA 98188 -3413 Rotor - Rooter Services Co. ATTN::. MANAGER 979 INDUSTRY .DR' #31G TUKWILA WA 98188 -3413 DJ Sea/Handyman Connection ATTN: MANAGER 1002 INDUSTRY DR TUKWILA WA 98188 -4801 Water Engineering Technolog. ATTN: MANAGER 1012 INDUSTRY DR #30G TUKWILA WA 98188 -4801 Glacier Printing & Graphics ATTN: MANAGER 1022 INDUSTRY DR TUKWILA WA 98188 -4801 Redpoint Communications ATTN: MANAGER 1034 INDUSTRY DR TUKWILA WA 98188 -4801 Merlin. Graphics ATTN: MANAGER 956 INDUSTRY DR Bdg26 TUKWILA WA 98188 -3412 Old Saigon Pho Restaurant ATTN:. MANAGER 971 INDUSTRY DR TUKWILA WA 98188 -3413 Ken R. Humke ATTN: MANAGER 976 INDUSTRY DR #28 TUKWILA WA.98188- 3412`. Salon .,80 ATTN: MANAGER 981 INDUSTRY DR TUKWILA WA 98188-3413 Association Services, Inc. ATTN: MANAGER 1006 INDUSTRY DR TUKWILA WA 98188 -4801 Best Tel, LLC ATTN: MANAGER 1018 INDUSTRY DR TUKWILA WA 98188 -4801 Securitas Security Systems ATTN:. MANAGER 1028 INDUSTRY DR TUKWILA WA 98188 -4801 Speirs Holdings, Inc ATTN: MANAGER 1044 INDUSTRY DR TUKWILA WA 98188 -4801 MAC Systems, Inc. ATTN: MANAGER 962 INDUSTRY DR TUKWILA WA 98188-3412 Distribu Tech, Inc ATTN: MANAGER 974'INDUSTRY "DR TUKWILA WA 98188 -3412 Fineline Detailing. ATTN: MANAGER. 978 INDUSTRY DR #230 TUKWILA WA 98188 -3400 McGann & Associates, Inc ATTN: MANAGER .... 994 INDUSTRY DR TUKWILA WA 98188 -3412 Paws - Abilities ATTN: MANAGER 1007 INDUSTRY DR' TUKWILA WA 98188 -4802 • Coin Acceptors ATTN: MANAGER 1020 INDUSTRY DR #32 TUKWILA WA 98188 -4801 La Pointique_Int'l Ltd ATTN: MANAGER , 1030 INDUSTRY DR #32C TUKWILA WA 98188 -4801 Swoffer Instruments, Inc ATTN: MANAGER 1048 INDUSTRY DR..' TUKWILA WA 98188' -4881 Merlin Graphics ATTN: MANAGER 1052 INDUSTRY DR TUKWILA WA 98188 -4801 SciTech Solutions ATTN: MANAGER 1083 INDUSTRY DR TUKWILA WA 98188 -4802 Custom Control Concepts Inc ATTN: MANAGER 1112 INDUSTRY DR B1g36 10MMILA WA 98188-4803 Trio Northwest.. Solutions. ATTN: MANAGER. 1130 INDUSTRY DR TUKWILA .WA.98188 -3423 Unity. Electric. Cont., Inc. ATTN: MANAGER 1144 INDUSTRY DR' TUKWILA WA 98188 -4803 Scooter Store- Seattle, LLC" .ATTN: MANAGER . 1150 INDUSTRY DR :.._. TUKWILA. WA '98188 -4803 • CPSG - Seattle . ATTN: MANAGER. 1158 INDUSTRY DR. TUKWILA WA:98188 -4803: • Target One. Hour Photo ATTN: MANAGER.. 301 STRANDER BLVD TUKWILA WA 98188 -3906. Jeld -Wen Coatings ATTN: MANAGER 1061 INDUSTRY DR TUKWILA WA 98188 - .4802. F Rodgers Insulation.of.Wash ATTN: MANAGER 1083 INDUSTRY DR TUKWILA WA 98188 -4802 • Autobody Craftsman Assoc. ATTN: MANAGER 1124 INDUSTRY DR TUKWILA WA 98188 -4803 A &•M Industries, Inc. ATTN:, MANAGER •. 1132 DR TUKWILA •WA..98188 -4803 McQuay Service ATTN: MANAGER 1146 INDUSTRY DR #40/F TUKWILA WA 98188 -4803 Computer. Service Corp ATTN: MANAGER 1154 INDUSTRY DR TUKWILA WA '9818.8 -4803 Mobile Systems Wireless ATTN: MANAGER 1162 INDUSTRY DR: TUKWILA WA 98188 - 4803. Olive Garden Ital Restaurant. ATTN: MANAGER 310 STRANDER BLVD TUKWILA WA 98188 -2939 E -Z Rect Shelving. System ATTN: MANAGER 1067 INDUSTRY DR TUKWILA WA'.98188 -4802 Morris Hansen Enterprise ATTN: MANAGER 1106 INDUSTRY DR TUKWILA WA 98188 -4803 Lee Quigley Co. ATTN: MANAGER 1126 INDUSTRY DR TUKWILA WA.98188 -4803 VendingData Corporation' ATTN: MANAGER 1142 INDUSTRY DR' - TUKWILA WA 98188 -4803 Pacific Norwestrn Enterp ATTN: MANAGER 1148 INDUSTRY DR . TUKWILA WA 98188-4803 The 13th Regional Corp. ATTN: MANAGER 1156 INDUSTRY DR • TUKWILA WA!98188- 4803'. Target Store ATTN: MANAGER 301 STRANDER BLVD TUKWILA WA 98188-2916 International Jewelers ATTN: MANAGER 321 STRANDER BLVD TUKWILA WA 98188 -.2916 Starbucks Coffee ATTN: MANAGER 333 STRANDER BLVD TUKWILA WA 98188 -2916 Boater's.Wrld DiscMarine Ctr ATTN: MANAGER 351 STRANDER BLVD TUKWILA WA 98188 -2916 NW.RETAIL.dba MAYTAG STORE ATTN:, MANAGER •363 STRANDERBLVD . TUKWILA WA 98188 -2916 , Sleep.Country•USA: ATTN:: MANAGER'. 5 377 STRANDER BLVD TUKWILA.WA'98188 -2916 Quizno's Classic.Subs. ATTN: MANAGER 385'.STRANDER BLVD #J "TUKWILA'WA'98188 -2916 Bed, Bath & Beyond' ATTN: MANAGER 400. STRANDER .BLVD . TUKWILA WA 98188-2919 Albert Lee Appliance ATTN: MANAGER 404 STRANDER BLVD TUKWILA WA 98188-2919 Brian Povolny, DDS ATTN: MANAGER 411 STRANDER BLVD #104 TUKWILA WA 98188 -2924 High Perf dba Relax the Back ATTN: MANAGER 335 STRANDER BLVD TUKWILA WA 98188 -2916 Washington Mutual Bank ATTN: MANAGER 359 STRANDER BLVD TUKWILA WA 98188 -2916 FHI / Busy Body Home Fitness ATTN: MANAGER 365 STRANDER BLVD TUKWILA WA 98188- 2916:. Doug Fox. Travel •, ATTN: MANAGER 381 STRANDER BLVD TUKWILA WA 98188 -2916 Cingular Wireless ATTN: MANAGER 387 STRANDER BLVD #I TUKWILA WA 98188-2916 Puetz Golf ATTN: MANAGER 402 STRANDER BLVD #100 TUKWILA WA 98188-2919 Louis J. Landino, DMD ATTN: MANAGER 411 STRANDER BLVD #102 TUKWILA WA 98188 -2924 Peter W. Wylie, DDS ATTN: MANAGER 411 STRANDER BLVD #105 TUKWILA WA 98188 -2977 Mizu Japanese_Steakhse /S ATTN: MANAGER . 339 STRANDER.BLVD TUKWILA WA.'98188 -2916 Kublaz Mongolian Grill ATTN: MANAGER 361'STRANDER BLVD TUKWILA WA 98188 -2916 Simply Thai Restaurant ATTN: MANAGER 375 STRANDER BLVD TUKWILA WA 98188-2916 Supercuts ATTN: MANAGER 383 STRANDER BLVD .. TUKWILA WA :.98188 -2916. Zoopa Restaurant ATTN: MANAGER 393 STRANDER BLVD TUKWILA WA 98188-2916 Furniture Factory Direct ATTN: MANAGER 402 STRANDER BLVD.: TUKWILA WA 98188-2919 E. Buda, DDS. M.B ATTN: MANAGER 411 STRANDER BLVD #102 TUKWILA WA 98188-2979 Caring Women's Center /Ru ATTN: MANAGER 411 STRANDER BLVD #106 TUKWILA WA 98188 -2924 -. .Pt Interactive. Inc ATTN: MANAGER 411 STRANDER'BLVD #108 TUKWILA WA 98188 -2961 Robert D. Dean, DDS ATTN: MANAGER 411 STRANDER BLVD #204 TUKWILA WA 98188-2924 Southcenter Smile Center Inc' ATTN: MANAGER 411 STRANDER BLVD #207 TUKWILA WA 98188 -2924 Concentra NHR.- ATTNe'.MANAGER 411-STRANDER:BLVD 4304 TUKWILA WA 98188 - 2924•: Ronald R. Bechtold, DDS ATTN: MANAGER 411 STRANDER BLVD TUKWILA WA 98188 -2924 Thuy Nguyen, DDS, PS ATTN: MANAGER 505 STRANDER .BLVD TUKWILA WA 98188 -2920 Furniture City ATTN: MANAGER 512 STRANDER BLVD.` TUKWILA WA 98188 -2921 Northwest Safe Co..;'Inc•. ATTN: MANAGER • . 530 STRANDER BLVD.' • TUKWILA WA 98188 -2921 Lowell D. Neufeld, DDS. ATTN: MANAGER 411 STRANDER BLVD #201 TUKWILA WA. 98188 -2960 Patricia Bence, DDS ATTN: MANAGER 411 STRANDER BLVD #205 TUKWILA WA 98188 -2954 Pacific NW Periodontics ATTN: MANAGER 411 STRANDER BLVD #302 TUKWILA WA 98188 -2924 James:R.. Stephens,:DDS,•MSD ATTN: MANAGER' 411 STRANDER :BLVD #306 TUKWILA.WA 98188 - 2946..• Video. Only, Inc. ATTN: MANAGER 500 STRANDER BLVD TUKWILA WA 98188-2921 Roseto,& Nguyen, PLLC ATTN: MANAGER 505 STRANDER BLVD TUKWILA WA 98188 =2920 De /Mar Company ATTN: MANAGER 515 STRANDER BLVD TUKWILA WA 98188 -2976 Bon Marche ATTN: MANAGER- 551 STRANDER BLVD TUKWILA WA 98188 -2920 Eye 5 Optical ATTN: MANAGER 411 STRANDER BLVD #202 TUKWILA WA 98188 -2959 Anthony G. Di Re, DDS. ATTN: MANAGER 411'STRANDER BLVD #206 TUKWILA WA 98188 -2951 Breast Diagnostic Center ATTN: MANAGER 411 STRANDER BLVD #303 TUKWILA WA 98188 -2924 Southcenter Dental ATTN: MANAGER 411 STRANDER BLVD #308 TUKWILA WA 98188 -2942 Doreen Reseto, DDS,.PS ATTN: MANAGER ' 505 STRANDER BLVD. TUKWILA WA 98188 = 2920• General.Builders Supply: ATTN.: MANAGER 510 STRANDER BLVD TUKWILA WA-9818872921 State Farm. Insurance. ATTN: MANAGER 525 STRANDER BLVD •' TUKWILA WA 98188-2920 PPG Auto Glass, LLC ATTN: MANAGER . 555 STRANDER BLVD` TUKWILA WA 98188 -2920. Northwest Pacific, Inc. ATTN: MANAGER 575 STRANDER BLVD TUKWILA WA 98188 -2920 T & R- Sportswear ATTN: MANAGER 609 STRANDER BLVD TUKWILA WA 98188-2922 623._Hair Strand' -. ATTN.: MANAGER 623`STRANDERBLVD #D TUKWILA_WA 98188 -2922 Brenda's-Styling Salon ATTN: MANAGER 623 STRANDER BLVD Bdg D TUKWILA WA 98188 -2922 Nails by Jason ATTN: MANAGER 623 STRANDER BLVD TUKWILA WA 98188-2922 Fritz Maritime Agencies ATTN: MANAGER 625 STRANDER BLVD #D TUKWILA WA 98188 -2900 Berkley Risk Administrators ATTN: MANAGER 631 STRANDER BLVD TUKWILA WA 98188 -2940 Creative Dental Studio ATTN: MANAGER 639 STRANDER BLVD Bdg E TUKWILA WA 98188 -2922 Little Nickel Classifieds ATTN: MANAGER 601 STRANDER BLVD TUKWILA WA 98188 -2922 Sea -Tac Lighting Sales, Inc. ATTN: MANAGER 615 STRANDER BLVD TUKWILA WA 98188 -2922 Jenny's Hair ATTN: MANAGER 623 STRANDER BLVD #D TUKWILA WA 98188-2922 Mistie Evans ATTN: MANAGER 623 STRANDER BLVD BldgD TUKWILA WA 98188 -2922 Ballard & Co. ATTN: MANAGER 625 STRANDER BLVD #A TUKWILA WA 98188-2900 Olympic Security ATTN: MANAGER 631 STRANDER BLVD #A TUKWILA WA 98188 -2922 Dimensional Control Corp. ATTN: MANAGER 633 STRANDER BLVD #E TUKWILA WA 98188 -3922 Curves ATTN: MANAGER 640 STRANDER BLVD TUKWILA WA 98188 -2923 New River Kinematics ATTN: MANAGER 603 STRANDER BLVD TUKWILA WA 98188 -2922 Ipeco, Inc. ATTN: MANAGER 619ISTRANDER BLVD Bdg D TUKWILA WA 98188 -2922 Diva Hair.by Dorissa.San ATTN: MANAGER 623 STRANDER BLVD #D TUKWILA WA•98188 -2922 Susii Higa /Naomi S. Higa ATTN:. MANAGER 623 STRANDER BLVD TUKWILA WA-98188 -2822 Fish Window Cleaning.' ATTN: MANAGER 625 STRANDER BLVD #C TUKWILA WA :98188. -2900 Adecco USA, Inc. ATTN: MANAGER 631 STRANDER BLVD #A -D TUKWILA WA 98188 -2923 Quality Express Mortgage ATTN: MANAGER 635 STRANDER BLVD TUKWILA WA 98188-2900 Computer Surplus ATTN: MANAGER 640 STRANDER BLVD TUKWILA WA 98188 -2923 Pier Pressure Marine ATTN: MANAGER 644 STRANDER BLVD #145 TUKWILA WA 98188 -2923 Southcenter Nails ATTN: MANAGER 648 STRANDER BLVD TUKWILA WA 98188 -2923 Eagle Systems, Inc. ATTN: MANAGER 649 STRANDER BLVD #E TUKWILA WA 98188 -2932 Firstline Business Systems ATTN: MANAGER 651 STRANDER BLVD #115 TUKWILA WA 98188 -2914 Seaquist Insurance Agency ATTN: MANAGER 651 STRANDER BLVD #209 TUKWILA WA 98188 -2953 Guaranty Mortgage ATTN: MANAGER 651 STRANDER BLVD #215 TUKWILA WA 98188 -2953 Teriyaki Wok ATTN: MANAGER 654 STRANDER BLVD TUKWILA WA 98188 -2923 Southcenter Chiropractic ATTN:. MANAGER 662.STRANDER BLVD TUKWILA WA 98188 -2923 Eagle Security Services ATTN: MANAGER 644 STRANDER BLVD #158 TUKWILA WA 98188 -2968 Larson Enterprises. ATTN: MANAGER 649 STRANDER BLVD #B TUKWILA WA 98188 -2932 Milmanco Corp.. ATTN: MANAGER 651 STRANDER BLVD #100 TUKWILA WA 98188 -2922 Anger Control Trmt /Therapies ATTN: MANAGER 651 STRANDER ':BLVD . #120 TUKWILA WA 98188- 2914. Buckeye Cleaning Center -Sea ATTN: MANAGER 651 STRANDER BLVD #211 TUKWILA WA 98188 -2937 Loan Mart ATTN: MANAGER 652. STRANDER BLVD #A TUKWILA WA 98188 -2923• Southwest Aero,.: Inc. ATTN: MANAGER 659 STRANDER BLVD #F TUKWILA WA 9818.8 -2922 Suncom, Inc. ATTN: MANAGER 663 STRANDER BLVD TUKWILA WA 98188 -2922 Seattle Pack & Ship ATTN: MANAGER 644 STRANDER BLVD TUKWILA WA 98188 -2968. MWI Productions ATTN: MANAGER 649ISTRANDER BLVD #C TUKWILA WA 98188 -2932 Condon- Johnson & Assoc., ATTN: MANAGER 651 STRANDER BLVD #110` TUKWILA WA 98188-3411 Ultimate Journeys, LLC.. ATTN: MANAGER 651 STRANDER BLVD #208 TUKWILA WA 98188 -2937 Computer Human Interacti ATTN: MANAGER 651 STRANDER BLVD #212'.' TUKWILA WA-98188-2953: Signs Now of. Oregon, Inc ATTN: MANAGER 652 STRANDER BLVD TUKWILA WA 98188 -2923 Compudar, LLC ATTN: MANAGER 661 STRANDER BLVD TUKWILA WA 98188 -2922 Samuel S. Minagawa, DDS ATTN: MANAGER 664 STRANDER BLVD TUKWILA WA 98188-2923 • Corbel Solutions, -ATTN: MANAGER MANAGER 665 STRANDER BLVD" TUKWILA WA 98188 -2922 Hahn Lao Thai Restaurant ATTN: MANAGER 668 STRANDER BLVD TUKWILA WA 98188 -2923 Insurance Express, Inc. ATTN: MANAGER 674 STRANDER BLVD TUKWILA WA 98188 -2923 •Ensyst,'Inc.' ATTN: MANAGER 677 STRANDER BLVD #C TUKWILA- WA.98188 -2933' Dixon Insurance Agency ATTN:' MANAGER 683 ". STRANDER BLVD Bdg':C TUKWILA WA 98188 -2922 Group Health Credit Union ATTN: MANAGER 690 STRANDER BLVD TUKWILA WA 98188 - 2923 Nicholas Valter ATTN MANAGER ,697'STRANDER BLVD C TUKWILA WA 98188 -2922 Taco Bell ATTN: MANAGER 16350 W VALLEY HWY TUKWILA WA 98188 -5580 US Naval Reserve Recruiting ATTN: MANAGER 666 STRANDER BLVD Ste L TUKWILA WA 98188 -2923 Washington National Mortgage ATTN: MANAGER 671 STRANDER BLVD TUKWILA WA 98188 -2922 Geneva Group ATTN: MANAGER 677 STRANDER 'BLVD ` #A TUKWILA WA 98188 -2933 Dowd & Guild, Inc. ATTN: MANAGER 677 STRANDER BLVD #E TUKWILA WA 98188 -2933 Aviation' Technology ATTN: MANAGER 683 STRANDER BLVD TUKWILA WA 98188 -2922 Direct Telecommuncations ATTN: MANAGER 691 STRANDER BLVD TUKWILA WA 98188 -2922 Pragmatyxs, Inc.' ATTN: MANAGER 699 STRANDER BLVD #D TUKWILA WA 98188 -2922 Jack In The Box ATTN: MANAGER 16400 W VALLEY HWY TUKWILA WA 98188 -5526 Estrada Enterprises /PWCN ATTN: MANAGER 667 STRANDER BLVD TUKWILA WA 98188 -2922 Southcenter.1 Hour Clean ATTN: MANAGER 672''STRANDER BLVD. TUKWILA WA 98188- 2923' Carmichael Consulting LL. ATTN: MANAGER 677 STRANDER BLVD #B TUKWILA WA 98188 -2933 7- Eleven ATTN: MANAGER 680 STRANDER BLVD TUKWILA WA 98188-2921 AKA Logistics, Inc. ATTN: MANAGER 689 STRANDER BLVD .`." TUKWILA WA 98188 - 2922. Best Interlock ... ATTN: MANAGER 695 STRANDER 'BLVD `Bdg C TUKWILA WA '98188- 2922` Wendy's . . . ATTN: MANAGER 16300 W VALLEY HWY.. TUKWILA WA'98188 -5580 Barnaby's.Restaurant ATTN: MANAGER " - 16401 W VALLEY HWY...' TUKWILA WA 98188 -5527 TUKWILA COMMUNITY; MEMBER. .16435.W VALLEY HWY .TUKWILA WA 98188 -5527 State of Washington County of King City of Tukwila • • CITY OF TUKWILA Department ojCommunity Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplannci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I RYA/ 2-4,66w (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on ght2/67y the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 72-Co 57%f/FI,0 /7. VD so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number /05/-0 /7f5/ —ca5 I herewith authorize the City of Tukwila or its representative to remove and immediate dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) d. ys o a Notice - tter. Applic or Project Manager s Signature On this day personally appeared before me Q\Ic,.vv to me known to be the individual who executed the foregoing instrument anti acknowledged that he /slie signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this ott; day of V' l C.,- , Jeo c1 • NOT PUBLIC in and for the State of NVashington residing at I It (NI -)2v\ My commission expires on S / ( 9 -C)Lo CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us • SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: STRANDER BOULEVARD STORMWATER PUMP STATION , ROAD AND DRAINAGE IMPROVEMENTS LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. Strander Blvd Right of way from Andover Park East to the Green River, as well as a segment of Christensen Road both north and south of Strander Blvd. Quarter: NW1 /4 Section: 25 Township: 23 Range: 4E (This information may be found on your tax statement) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Ryan D. Larson Address: 6300 Southcenter Blvd. Suite 100, Tukwila WA 98188 Phone: (206) 431 -2456 E -mail: rlarson@ci: i wila,wa.us Signature: ' G %/ l',`i /i FAX: (206) 431 -3665 C: \Documents and Settings\ Ryan-L \ Desktop\ SEPAAPP.DOC, 03/24/04 Date: �3 /mss /ay FOR STAFF USE ONLY SIERRA TYPE P-SEPA Planner: File Number: 6014 ---- C° Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: STRANDER BOULEVARD STORMWATER PUMP STATION , ROAD AND DRAINAGE IMPROVEMENTS LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. Strander Blvd Right of way from Andover Park East to the Green River, as well as a segment of Christensen Road both north and south of Strander Blvd. Quarter: NW1 /4 Section: 25 Township: 23 Range: 4E (This information may be found on your tax statement) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Ryan D. Larson Address: 6300 Southcenter Blvd. Suite 100, Tukwila WA 98188 Phone: (206) 431 -2456 E -mail: rlarson@ci: i wila,wa.us Signature: ' G %/ l',`i /i FAX: (206) 431 -3665 C: \Documents and Settings\ Ryan-L \ Desktop\ SEPAAPP.DOC, 03/24/04 Date: �3 /mss /ay 0 J 0 01 O Engineering Planning Surveying 9 CO N Penhallegon Associates Consulting Engineers, Inc. co 770 Sixth Wok South larkland. .• aaa33 mr..pocimmars.con• O \ PH 023) e27 -7014 I- eoa- We -BWe rm: (475) e27 -5043 °- Kr*tsd • &rata. • adwr May • Chi Burn • Portland STRANDER PROJECT KEY PLAN SHT.... OF.I 5133ST FOSTER COIF COURSE S 137 ST 51405T $ 142 ST S 144 ST N S 144 ST 51148 ST 14 ST S150ST 5 149 ST S 150 ST 51 51495 FORT DENT PARK PARK Si IS S 152 5T PROJECT LOCATION CORPORATE DRIVE N CORPORATE ORRE S 518051 SECA(i PK CR rn U d' 07 0 co in oD \ o- a,n JOB No. 03889 STRANDER STRANDER Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 730 S. 4+ Si..l Seine Pw: (423) 427 -2014 WA 94033 -900 -945 -8408 ww.anea.ngn :an x475 (425) 827 -5043 larido d • SaaJW • F.dVal Way Cie 4w • Porerd VICINITY MAP SHT.1 OF.L PART ELEVEN - FORMS WAC 197 -11 -960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there May be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Strander Boulevard Stormwater Pump Station, Road and Drainage Improvements 2. Name of applicant: City of Tukwila Agent: Penhallegon Associates Consulting Engineers (PACE) 3. Address and phone number of applicant and contact person: Applicant: Agent: City of Tukwila Penhallegon Associates Consulting Engineers 6200 Southcenter Blvd (PACE) • Tukwila, WA 98188 4. Date checklist prepared: March 2004 5. Agency requesting checklist: City of Tukwila TO BE COMPLETED BY APPLICANT 6. Proposed timing or schedule (including phasing, if applicable): EVALUATION FOR AGENCY USE ONLY The proposed project is anticipated to be constructed in late summer /fall 2004. Construction of a replacement outfall to the Green River will be done in late August/early September; other project components will be constructed during approximately from August to November 2004. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no present plans for additions or expansions to the project. Maintenance is the only planned further activity. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. a. Geotechnical Engineering Study and Report by LandauAssociates, Inc. dated March 2004. b. Stormwater Plans, Profiles and Details, Pump Station Plans, Roadway Improvements by Penhallegon Associates Consulting Engineers, Inc. dated March 2004. 9. 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 government approvals are currently pending for this site. 10. List any govemment approvals or permits that will be needed for your proposal, if known. a. City of Tukwila Plan Review, Building Department review and permit, and any permits necessary to develop the site as described herein b. Shorelines Permit c. Joint Aquatic Resource Permit (JARPA) d. Army Corps of Engineers: Nationwide Permit #7 review. e. Approval from National Marine Fisheries Service (NMFS) f. King County Flood Control District Approval 11. 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. (Lead agencies may modify this form to include additional specific information on project description.) The project replaces approximately 1,200 lineal feet of undersized stormwater main in Strander Blvd. from East Andover Parkway to the Green River outfall with 24- to 36 -inch diameter pipe. The project includes a below -grade stormwater pump station in the Christensen Road right of way adjacent to Bicentennial Park and restoration (grinding and ACP overlay) of the roadway within the project limits. In the process, private storm drains will be reconnected, right of way catchbasins will be replaced, and the existing outfall will be abandoned. The normal mode of the proposed stormwater system will be gravity flow to the river via the relocated outfall. When flows exceed pipe capacity due to high inflows and /or backwater effects of the high stage at the river outfall, the pumps will be utilized to maintain flows and avoid upstream flooding. The project includes construction of the outfall pipe through the flood control levee and restoration of the levee. 2 TO BE COMPLETED BY APPLICANT • EVALUATION FOR AGENCY USE ONLY 12. 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, and section, township, and range, if known. 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. NW '4 Sec 25, T. 23 N., R. 4E., W.M. The replacement stormwater main is located in the City of Tukwila, in the Strander Blvd. right of way from East Andover Parkway to the Green River, as well as a segment in Christensen Road both north and south of Strander Blvd. The below -grade stormwater pump station is in the Christensen Road right of way adjacent to Bicentennial Park and the Green River. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slope to river, mountainous, Other b. What is the steepest slope on the site (approximate percent slope)? Approximately 43% maximum at the levee slope. 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. Soils within the project limits are mapped as Urban Land (Ur) by the 1973 Soil Survey of King County, Washington. Soil types in the project area generally consist of fine and fine to medium sand; silty, fine and fine to medium sand, and silt. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None. Below the groundwater table, some soils may be susceptible to liquefaction during earthquake. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. All existing grades associated with the project will be maintained. Trench excavation will vary from 12 to 21 feet deep to construct the stormwater main, and 6 to 12 feet deep for side sewers. Excavation at the lift station will be 20 feet deep. Excavation for the outfall pipe through the existing levee will vary from 16 to 21 feet deep. The pipe bedding and backfill at the levee trench excavation will be the stockpiled excavated materials, supplemented by similar material from an approved quarry source. Other trench backfill outside the levee area will consist of select pipe bedding and backfill from an approved quarry source. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur as a result of construction activities. Excavating and hauling excavated materials, as well as hauling and placing backfill materials, could result in spoils in the roadway and sediment potentially entering the stormwater system. Excavation of the outfall trench at the levee could result in earth materials entering the Green River. This will be minimized by the use of best management practices (BMP's) to control the erosion, including scheduling outfall construction when the River is low. Restoration of the levee slope promptly after reconstruction will minimize erosion of the slope. TO BE COMPLETED BY APPLICANT 411 EVALUATION FOR AGENCY USE ONLY g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The project occurs in areas that are almost 100% impervious: existing roadways, existing sidewalks and paths, and the existing riprapped levee toe. Only about 30 feet of the proposed pipeline crosses a pervious, grassed area between the asphalt path and riprapped levee toe at the shoreline. After construction, almost 100% of the project area will remain impervious. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Restoration of the levee slope above OHW will include return of the stockpiled organic materials and addition of a compost/planting mix. This will be followed by September and early October plantings of erosion control grass mix, and installation of biodegradable coir fabric. After reconstruction and planting of the levee slope, a silt fence will be installed at the toe of the slope and above the riprap. Potential erosion and other impacts to the earth from this proposal are mitigated through the following measures: • Housekeeping measures including roadway sweeping as needed to keep earthwork materials from accumulating on the roadway during construction. • Construction activities at the River outfall are limited to late August and early September when the River is low, and the outfall is above the Ordinary High Water elevation. • Whenever earthwork construction is being done, erosion control measures and best management practices will be employed to the requirements of King County Surface Water Management Manual so as to minimize and prevent erosion and sedimentation in the wetland areas. • Catchbasin inserts will be provided to remove sediment from roadway stormwater. Silt fence will be installed in some unpaved areas and temporary ACP berms will divert construction area runoff from adjacent areas. • The existing levee is riprapped at the outfall location. Riprap will be restored after construction so as to avoid bank erosion resulting from the outfall discharge. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Some dust and equipment emissions would be released into the air during construction. The impacts from these would not spread beyond the immediate vicinity of construction activities. After construction, the operation of the lift station would not result in emissions to the air. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Presently, the City utilizes a gasoline or diesel- powered generator and sump pump approximately once per year to reduce flooding in this vicinity. With construction of the new electric pump station, operation of the portable equipment would cease. 4 • TO BE COMPLETED BY APPLICANT • EVALUATION FOR AGENCY USE ONLY 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. The project ends at the Green (Green) River. 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. Work within 200 feet of the Green River includes the outfall to the river, 300 feet of 36 -inch diameter pipe, the pump station, 60 feet of 12 -inch forcemain and three manholes. The pump forcemain will discharge to a manhole approximately 160 feet upstream of the outfall. A slide gate at the discharge manhole will ensure that pump discharge does not flow upstream. It is anticipated that the pump station will be in use an average of once per year. The outfall pipe invert elevation will be 7.65. The surveyed Ordinary High Water mark at that ocation is at elevation 10.7. Approximately 45 lineal feet of this pipe segment is placed down slope of the top of levee on the river side. An elastomer check valve at the outfall will prevent river flow from entering the pipe. The 36 -inch diameter outfall pipe requires construction of a 60 -inch wide trench through the levee at a depth of approximately 16 to 21 feet below grade. Tight sheeting will be used to support the trench excavation below groundwater; above groundwater the trench at the levee will be open ditch with side slopes of 1:1. The angled cut will minimize seepage by transferring compaction load into the existing levee. Approximately 565 cubic yards of material will be excavated, stockpiled, and replaced in the levee. 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. Approximately 10 yards of material will be removed and replaced with rip rap just below the new outfall. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Yes, the outfall pipe crosses the Green River floodway and flood control levee. 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. During construction, minor amounts of sedimentary material may be released into the downstream drainage system from construction activities. These discharges would be controlled through the use of temporary erosion control BMPs to be shown on the erosion and sedimentation control plans to be approved by the City of Tukwila. TO BE COMPLETED BY APPLICANT • The project area largely consists of existing arterial roadway adjacent to parking lots and commercial buildings. Additional sediment storage and a floatables removal manhole are being added to this system and should reduce the amount of waste materials presently entering the River. As it does now, when complete stormwater will be released downstream into the Green River which is its natural discharge point. 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 groundwater will be withdrawn or discharged into the ground other than dewatering required for trench and wetwell excavation where the bottom of excavation is below groundwater elevation. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial; 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. c. Water runoff (including stormwater): 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 into other waters? If so, describe. Stormwater from this project is collected in catch basins and piped by gravity (normal operation) to the Green River, which flows to Elliott Bay. Approximately once per year, river and surface water conditions require the runoff to be pumped by the new pump station to the river outfall. Runoff quantities are unchanged by this project. The large pipe conveyance provides some hydraulic storage. 3) Could waste materials enter ground or surface waters? If so, generally describe. EVALUATION FOR AGENCY USE ONLY During construction it is possible that waste materials could enter surface waters through careless construction methods or practices due to the proximity of the discharge and outfall work to the River. When construction is complete, waste materials are unlikely to enter ground or surface waters. This project replaces an existing stormwater main, without any treatment measures. When complete, the project will include a floatables removal manhole which will reduce the amount of waste material entering the River. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Construction measures to reduce impacts to surface, ground and runoff water include the use of best management practices and erosion control measures in accordance with Washington Ecology's Stormwater Management Manual for Western Washington. Measures include: • Use of silt fence to remove sediments at grassed areas • Use of small temporary ACP curbs to confine runoff on paved areas • Street sweeping to keep sediments from entering roadside catchbasins • Catchbasin inserts • Timing of the construction to construct the outfall at the Green River when the River is low 6 TO BE COMPLETED BY APPLICANT• EVALUATION FOR AGENCY USE ONLY • Restoration of the levee after construction with grasses, coir matting, and installing silt fence at the toe • The existing levee riprap will be replaced after construction and act as energy dissipation at the outfall pipe 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: oregon ash evergreen tree: fir, cedar, pine, other: western hemlock shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other: other types of vegetation. X X b. What kind and amount of vegetation will be removed or altered? Blackberry (Rubus spp.) and meadow grass on the levee slope will be removed in an area of approximately 1,600 square feet. c. List threatened or endangered species known to be on or near the site. No endangered plant species are known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: A native grass mix will be planted post- construction to reduce erosion and willow plantings will be utilized for habitat enhancement. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mallard and wood ducks, downy woodpecker, ruby crowned kinglet mammals: deer, bear, elk, beaver, other: mountain beavers, mice fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. Threatened or endangered species known to be on or near the site include: Puget Sound chinook salmon (Onchorhynchus tshawytscha), bull trout (Salvelinus confluentus), and bald eagle (Haliaeetus leucocephalus). c. Is the site part of a migration route? If so, explain. The site is part of the migration route for the Puget Sound chinook salmon and is within the Pacific Flyway. TO BE COMPLETED BY APPLICANT • EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife, if any: Invasive blackberry shrubs will b eliminated and replaced with native grass seed mix and willow plantings. 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. The project will use electricity to power the pumps approximately annually. 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: None. 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. No. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short Term: Construction noise will be present during day shift hours. Long Term: Low level lift station noise during storm events. 3) Proposed measures to reduce or control noise impacts, if any: None. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? The site is presently existing roadway, pedestrian trail, and a portion of Centennial Park. TO BE COMPLETED BY APPLICANT b. Has the site been used for agriculture? If so, describe. Not in recent past. c. Describe any structures on the site. A small existing restroom building will be expanded (approximately 100 square feet of additional space) to install electrical panels for the pumps. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Right of way is surrounded by Tukwila Urban Center zoning. f. What is the current comprehensive plan designation of the site? Right of way is surrounded by Tukwila Urban Center designation. g. If applicable, what is the current shoreline master program designation of the site? Green River floodway h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The outfall discharges to the Green River. i. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? No people would be displaced. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal does not affect any adjacent land uses. Temporary trail detour will be required during construction. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low - income housing. None. 9 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLIC• • EVALUATION FOR AGENCY USE ONLY 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: No impact. 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? The lift station is below grade, with access hatches at grade. The existing restroom will be expanded approximately 100 square feet to accommodate electrical panels. The exterior building materials will match the existing wood siding and roofing material. b. What views in the immediate vicinity would be altered or obstructed? No views onto, through, or off site would be altered. c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No impact to light or glare 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: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The pump station is located adjacent to Centennial Park, which includes a playground, as well as access to the Green River trail system. b. Would the proposed project displace any existing recreational uses? If so, describe. No recreational uses will be displaced by this project, except for closing the adjacent playground, park access and levee path during construction. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 10 TO BE COMPLETED BY APPLICAN • Park activities and concerts normally scheduled for Bicentenial Park are being shifted to other parts throughout the City during the construction period. A detour of the recreation trail will be provided during construction. 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 such structures are on site or immediately adjacent to the site boundaries. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project occurs along Strander Boulevard, a major arterial. Christensen Rd provides access to Bicentennial Park, at the location of the pump station. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes, along Strander Boulevard. c. How many parking spaces would the completed project have? How many would the project eliminate? No new parking will be created or eliminated by this project. 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). The project includes pavement restoration (curb to curb grinding and resurfacing) of Strander Blvd, but that work is not required as a result of this project. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No water, rail or air transportation is available locally. 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: None. 15. Public services 11 EVALUATION FOR AGENCY USE ONLY • TO BE COMPLETED BY APPLICANT • 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. None. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. 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 project will utilize existing electrical service to the site. No additional utilities are required for operation of the pump station. C. SIGNATURE The above answers are true and..c -nplete to tIIe,best of my knowledge. I understand that the lead agency is relying on them to make_its,.decisi n. J Signature: / / �' )(20(1% City df Tukwila Date Submitted: 12 EVALUATION FOR AGENCY USE ONLY City of 1 ukwil Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 3/.610g Applicant Name: RMA/ 1.4M / Street Address: 623 �'X%T�/C -�1%� ,2L-W) V/Ti- /22 City, State, Zip: Telephone: 77"", 1✓4, 9Bi88 (206) 1/8/.-6-6-, 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 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. January 25, 2001 ii • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) State of Washington County of King City of Tukwila I (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's 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 this day of NOTARY PUBLIC in and for the State of Washington residing at My commission expires SEPA APP -VU 1/23 /03 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 (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 CContinue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to Question 3 -0 ®- Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. NO - Continue to Question 4 -0 9- Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. 0 - Continue to Question 5 -0 YES - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. NO - Continue to Question 6 -0 YES - Continue to Question 6 -0 Part A (continued) • Lzty of l ukwzlSfl Screening Checkltst 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO - Continue to Question 1 -2 - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and /or sedimentation in watercourses, the 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 Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle Ltty of Tukwila tcreentng Checklist appropriate response. NO - 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) 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) ®- 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. - 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. ®- Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) ®- Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. • City of '1 ukwi•SA Screening Checklist NO - Continue to Question 3 -0 (Page 2) S - Continue to Question 3 -0 (Page 2) 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/Duwarish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 • - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green /Duwamish River? For the purpose of this analysis, "connected to the river means" . flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 ®- 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. ©O - 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. ®- 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 City of lukwilftt l A Screening Checklist watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 - Continue to Question 3 -6 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. - 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) • • STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. An electronic version of this form is also available from the Department of Community Development. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of Applicant: 3. Date checklist prepared: 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing,,if applicable): 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 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. Agency Comments • • • STRANDER BOULEVARD STORMWATER PUMP STATION, ROAD AND DRAINAGE IMPROVEMENTS' MAYOR STEVE MULLET DIRECTOR OF PUBLIC WORKS JAMES MORROW, P.E. ACTING CITY ENGINEER BOB GIBERSON, P.E. SCHEDULE OF DRAWINGS SHEET NO. TITLE C1 COVER SHEET C2 PROJECT KEY PLAN, LEGEND, GENERAL NOTES C3 EXISTING CONDITIONS C4 EXISTING CONDITIONS C5 TESC PLAN C6 TESC NOTES, DETAILS C7 TESC NOTES, DETAILS C8 CONSTRUCTION NOTES AND SEQUENCE C9 STRANDER BLVD DRAINAGE PLAN AND PROFILE C10 STRANDER BLVD DRAINAGE PLAN AND PROFILE C11 STRANDER BLVD DRAINAGE PLAN AND PROFILE C12 STORMWATER DETAILS C13 STORMWATER DETAILS C14 STORMWATER PUMP STATION PLAN AND SECTION C15 STORMWATER PUMP STATION PLAN AND SECTION C16 STORMWATER PUMP STATION PLAN AND SECTION C17 STORMWATER PUMP STATION DETAILS C18 STORMWATER PUMP STATION DETAILS C19 STRUCTURAL BUILDING DESIGN AND DETAILS C20 STRUCTURAL BUILDING DESIGN AND DETAILS C21 STRANDER BLVD OVERLAY AND ROAD RESTORATION C22 STRANDER BLVD OVERLAY AND ROAD RESTORATION C23 ROADWAY DETAILS C24 MISC DETAILS El STORMWATER PUMP STATION ELECTRICAL E2 STORMWATER PUMP STATION ELECTRICAL E3 STORMWATER PUMP STATION ELECTRICAL E4 STORMWATER PUMP STATION ELECTRICAL E5 STORMWATER PUMP STATION ELECTRICAL E6 STORMWATER PUMP STATION ELECTRICAL E7 STORMWATER PUMP STATION ELECTRICAL CITY COUNCIL JIM HAGGERTON, PRESIDENT PAM CARTER JOE DUFFIE DAVE FENTON JOAN HERNANDEZ PAMELA LINDER DENNIS ROBERTSON PROJECT LOCATION 3 F u a o- F v woa PUBLIC WORKS DEPT. • ENGINEERING• STREETS•WATER•SEWER•BUILDING• by date designed CR 3/04 dram IF 3/04 checked KN 3/04 prof eng CR 3/04 pro] dk field bk no Penhsllegon Associates Consulting Engineers, Inc. Enyn.m,p Planning Survey'^) and m s.. ,oae , 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS COVER SHEET �CI� f le no P03889SMINIC Kale NTS DO date revisions date 3/04 • • • PROPOSED PUMP \STATION • PROPOSED OUTFALL COSTING OUTFACE TO BE ABANDONED - 'PLUG PIPE =: Ems7, -> PROPOSED - dONVEYAricE STRANGER BLVD. (S. 164TH ST. • LEGEND EXISTING: 1.1 GV GATE VALVE • V VALVE D FH ARE HYDRANT • PP POWER POLE 9 MON MONUMENT O SMH SANITARY SEWER • SSCO SANITARY SEWER CLEAN OUT WM WATER METER a CB CATCH BASIN • SDMH STORM DRAIN MANHOLE • JB JUNCTION BOX [J P POWER VAULT ✓ T TELEPHONE /FIBER OPTIC MANHOLE BOLLARD PROPOSED: 0 O THICKENED EDGE ASPHALT CONCRETE PAVING CEMENT CONCRETE CRUSHED SURFACE TOP COURSE CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE VERTICAL DATUM: VGVD 1929 KEY PLAN SCALE: 1" =100' -0" FOR SHORELINE PERMIT SUBMITTAL ONLY SEE SHEET C16 STORMWATER DETAILS FOR PARTIAL PLAN P UBLI C WORKS DEPT. • ENGINEERING. STREETS *WATER* SEWER •BUILDING • by date designed or 3/04 drawn MF 3/04 checked Kw 3/04 Prol eng CR 3/04 Prof db field bk no PenAegegon Assocletll Consulting Engineers. ins. 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS PROJECT KEY PLAN, LEGEND no date revisions �C2� fie 0 P038891GD.OWG nnal AS SHOW date 3/04 3 • CONTRACTOR STAGING AREA REMOVE, STORE AND REINSTALL 40.11 OF FENCE AND SIGNS T'• y \� • S� NOTE 1 GRAPHIC SCALE so 0 25 50 CASH BASIN N INSERT; }r1 fl` / ( IN FEET ) 1 Inch = 50 feet CATCH BASIN INSERT SEE DETAIL s, • CATCH BASIN SERI SEE DETAIL LEGEtil N9IE INSTALLL FENCE WHEN SLOPE RESTORATION IS COMPLETE. x PERMANENT SEED AND EROSION CONTROL BLANKET SEE DETAIL 0 TEMPORARY 3' HIGH x 6' WIDE ACP CURB CLEARING LIMITS FLOW SILT FENCE SEE DETAIL PLAN Seer r• 1'°.50'_0• • CATCH BASIN INSERT SEE DETAIL Eh CATCH BASIN SEE DETAIL 100 P UBLI C WORKS DEPT. •ENGINEERING •STREETS•WATER•SEWER•BUILDING• by date desF ed CR 3/04 drawn YF 3/04 *dad or 3/04 prof eng CR 3/04 prof di field bk no PsnhMsgon Associates Consulting Engineers, hro. Engineering Planning Surveying . a Soft IOW � (gam «1_1033 ,_mo-.,e -..os 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS TESC PLAN date 1 revisions o'C5� fle no P03889EC.DWG ode date 3/04 • • • • TABLE D.4.A MULCH STANDARDS AND GUIDELINES MULCH MATERIAL QUALITY STANDARDS APPUCATION RATES REMARKS STRAW AIR - DRIED; FREE FROM UNDESIRABLE SEED AND COARSE MATERIAL 2 -3' THICK; 2 -3 BALES PER 1000 SF OR 2 -3 TONS PER ACRE COST - EFFECTIVE PROTECTION WHEN APPUED WITH ADEQUATE THICKNESS HAND - APPLICATION GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WATH SEEDING. W000 FIBER CELLULOSE NO GROWTH INHIBITING FACTORS APPROX. 25 -30 LISS PER 1000 SF OR 1000 -1500 LBS PER ACRE SHALL BE APPUED WI114 HYDROMULCHER. SHALL NOT BE USED WITHOUT SEED AND TACKIFlER UNLESS THE APPUCATION RATE I5 AT LEAST DOUBLED. SOME WD00 FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPUCATION RATES AND WITHOUT SEED OR TACKIFlER. COMPOST NO VISIBLE WATER OR DUST DURING HANDUNG. MUST BE PURCHASED FROM SUPPUER WITH SOLID WASTE HANDUNG PERMIT. 2 THICK MIN.; APPROX. 100 TONS PER ACRE ( APPROX. 800 LBS PER YARD) MORE EFFECTIVE CONTROL CAN BE OBTAINED BY INCREASING THICKNESS TO 3'. EXCELLENT MULCH FOR PROTECTING FINAL GRADES UNTIL LANDSCAPING BECAUSE IT CAN BE DIRECTLY SEEDED OR TILLED INTO SOIL AS AN AMENDMENT. SOURCES FOR COMPOST ARE AVAILABLE FROM KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296 -4439. CHIPPED SITE VEGETATION AVERAGE SIZE SHALL BE SEVERAL INCHES. 2- MINIMUM THICKNESS THIS 1S A COST - EFFECTIVE WAY TO DISPOSE OF DEBRIS FROM CLEARING AND GRUBBING, AND IT EUMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY 1,E UP NUTRIENTS IMPCRTANT TO GRASS ESTABUSHMENT. D.10.4 CONSTRUCTION SEQUENCE A DETAILED CONSTRUCTION SEQUENCE IS NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPUED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: 1. HOLD THE PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING UMITS. 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABIUZE CGNSTRUC11ON ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES 50 THAT AS SITE CONDITICNS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABIUZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE 14. SEED OR 50D ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPGN COMPLETION OF 'ME PROJECT, STABIUZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. D.10.3 STANDARD ESC PLAN NOTES THE STANDARD ESC PLAN NOTES MUST BE INCUJDED ON ALL ESC PLANS. AT THE APPUCANYS DISCRETION, NOTES THAT IN NO WAY APPLY TO THE PROJECT MAY BE OMITTED; HOWEVER. THE REMAINING NOTES MUST NOT BE RENUMBERED. FCR EXAMPLE, IF ESC NOTE #3 WERE OMITTED. THE REMAINING NOTES SHOULD BE NUMBERED 1.2.4.5.6 ETC. 1. APPROVAL OF THIS EROSON SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.. SZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACIUTIES. MUTES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACU1TES IS THE RESPONSIBIUTY OF THE APPUCANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. NE BOUNDARIES CF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING UMITS SHALL BE PERMITTED. THE CLEARING UMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR NE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE NAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS. AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 511E CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING STE CONDITIONS (E.G.. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABIUZED WITH THE APPROVED ESC METHODS (EG., SEEDING. MULCHING. PLASTIC COVERING. ETC.). 8. ANY AREA NEEDING ESC MEASURES THAT 00 NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACIU11ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABIUZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS. MAY BE REQUIRED TO ENSURE NAT ALL PAVED AREAS ARE KEPT CLEAN FOR NE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACIUTY USED AS A TEMPORARY SETTUNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF NE FACIUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACIUTY MUST BE GRADED SO NAT NE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE NE FINAL GRADE OF NE PERMANENT FACIUTY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPUED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES 14. PRIOR TO THE BEGINNING OF 114E WET SEASON (OCT.1). ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND NOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. NE DOES INSPECTOR CAN REQUIRE SEEDING CF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES. OR DRAINAGE FACILITIES PUBLIC' WORKS DEPT. • ENGINEERING* STREETS • WATER•SEWER • BUILDING • designed drawn Checked prof eng Vol db field bk no by cR TOT KN CR date 3/04 3/04 3/04 3/04 P.Meosgon Associates Consulting Engineers, Inc. Engineering Planning Surveying 2MME Si. 1000 e..n. /ft (206) 441-1635 11-600-6.-0106 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS TESC NOTES, DETAILS le revisions PLOT DAIS k TIME- JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 11FaII= 11= II= 114=.11.= 11= 11= 11 =11 =1= =_ _ r u 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE SCALE NTS SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT STAPUNG PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS MIN. 2' OVERLAP 2'x2- BY 14 Ga. WIRE OR EOUNALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4-x4- TRENCH BACKF1LL TRENCH WITH NATIVE SOIL OR 3/4•-1.5' WASHED GRAVEL 2-x4- W000 POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM 1,=llll llll� 00 NOT STRETCH BLANKETS /MATTINGS TIGHT — AI.LOW THE ROLLS TO MOLD TO ANY IRREGULARRIES FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS SLOPE INSTALLATION SCALE: NTS =111— III II �,I 11 • ANCHOR IN 6'x6• MIN. TRENCH AND STAPLE AT 12- INTERVALS MIN 6' OVERLAP STAPLE OVERLAPS MAX. 5' SPACING BRING MATERIAL DOWN TO A LEVEL AREA. TURN THE END UNDER 4- AND STAPLE AT 12" INTERVALS UME, FERTIUZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS. TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. 10' MAX. TIRES. SANDBAGS, OR EOUNALENT MAY BE USED TO WEIGHT PLASTIC SEMIS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 121 AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4'X4' TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING SCALE: NTS NOTE: SEED IN SEPTEMBER OR EARLY OCTOBER SOUD WALLS FILTER MEDIA FOR DEWATERING ElI CATCH BASIN GRATE �/ 1 OVERFLOW TABLE D.4.G MEADOW SEED MIX % WEIGHT % PURITY % GERMINATION REDTOP OR OREGON BENTGRASS AGROSTIS ALGA OR AGROSTIS OREGONENSIS 40 92 85 RED FESCUE FESTUCA RUBRA 40 98 90 WHITE DUTCH CLOVER TRIFODUM REPENS 20 98 90 MEADOW SEED MIX SCALE NTS POROUS BOTTOM CATCH BASIN INSERT SCALE NTS NOTE THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 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" :•" i 1. ;..n ..k- 17.-f.• ,.. .; - 7.-....-. ; g--,•-•---- -- --:,•.:,,,__,..pfr . ,..- 41 - '- ' - - . • r jr. r.-........ 7 i - ',-_- :.... .1.4).1-.4.i..2,,,',..VC/......,/k • . ,__ :__,,,,,' t_'.., -4 1XY NOTES; 4- .,..,,: (";4.; i i : :44 4 7-,---4-, -•.,--- -59.--ir 1r . . ., ....%-, .: - ..., ,-,,,,-, 4,:,..2,,?,,...____::: _ ,--r ..... ._ , ' ', I ' ..). ,',■.: ..' - .: • ,,,", • !.:..: • tr. ,2.i..: ,, .,A,k 0 k /J, -- 7.' ' CBZ 60' TYPE 2 ':." ‘-1*''' ‘•:•-•:;• o' ::•.:, (NE) .A:7 •:1 •-• .- 0 , ,,,, ,._ 2, . • .. 18 TYPE 1 C-- - a.1•••:• ••••■. r -...,... ..-.,_. IE 30". 14.91 „. ,. , ,,, 1, ,, , ,,, ,i , --: 2. • -IE 12"- 19.79 - IE 12-- 16.41;.... , - .±-_'..77 ...,.._, ......., _ ...'t 1 • . ' .....__:_.,_.", ....:., ,i-,.,T,,-.1-• --- - -- -•- .-..--.'('.--t -'-‘-?,.., , - • r.1 - • • ir-lv •.• t•1 " - -, • ,,, :•• .i• F.".:, , 6,, 'Si:: '2:.-''... ',.‘ '.4 ,-.... -.ILATONCW.520.1915') ,..-:- '-- _ ...,., _ ___- ' - ,-- •-r _.% IE arCONC= 19.99(E) :•,0,, e; 0 . ' - .. - - - - i tf :4 ::.• 12- DIA P" .." A: .i; • r :• I'P • :•,,' !.,.,' S' L-,.4...: ,2 :4 i' ::, . • : ,..• ....?•4 2 :1, 4; S, . ' ' . ■ -• "i ! :", .."4 ,,,. _ _ ___ ____- cep 60 TYPE i - 0 ABANDON EXISTING MANHOLE OR CATCH BASIN. ,.. ....-■,,, 1.',. I ;.-...::: 1;.:erf 't ,./..!, , . 7 '1 •C'''' 4->"..' • • --. -7;5: ---:,---7.:, ... s GRAPHIC SCALE . • , k i ,f., 11 .• : r if .24.60 E 30 = 10.19 E 24-- 11.69 0 PLUG PIPE. 0 CONNECT PIPE TO EXISTING DRAINAGE STRUCTURE. CI REMOVE EXISTING GE STRUCTURE AND REPLACE AS SHOWN ON PLANS. CONNECT DOSTINC PIPE TO NEW STRUCTURE 3' • „I ,..., „..„, CE1/11A TYPE 1 <," L'I2'"' . , .... ".1" 0 10 20 40 , (1 ,/..• , . --- ,,,. 1' L.:11., I' % ■ RI ----.1:..7:- MO = WI ' .4 IE 12.= 18.00 = - "::; ..t • J% :1,:-...: (:-..; ::: •:P:': 9''-'1---V•T; 4420 IE 18 -- Ia.00 . - . . .- . • . , .... _ .. ( iN PM ) PLAN CI CONNECT EXISTING STORM DRAIN TO NEW STRUClURE. 1 b2,3, . 20 feet SCALE: 1..20-0' CI REMOVE EXISTING DRAINAGE STRUCTURE. • • .. • N • • • . .. .. .. .. . . .... . • . • • . AN Y 0 Re.. • 0 IV B • . 4.1 4.1 40 . • :< • of Firew.s.... 4.• B 6 i RI TI 1 0 1, N .4 I-A, ' t '114 Niveto • .01 ^ aNwuta N 1 o I I I 11:1 .4•1 I, 232e . ta s " 4.- .- N.-.1 nee I Mk, R.&_. . ..... .. . ... ... ' • • 8 -.0 0 .0....! ! 44 4.• 1 B 1 .g irr IA la • • • 35 35 1 . 0 4. 4 o N... M i 0 .... M I g ■-• . • . . 0 's M .--, . .. . • . 0 ... ''... .. . .e4 1-- 0 's 7 in- •••. 0 4- 30 IV 1- t- 0 ..... . 7 30 • • • la la ta e• EXISTING . GRADE . • • z . . • • • • .• • • • • • . • . . _ . Al K la _ . . • ' . • 0 la . . it 0 LIJ Z 3 < - 25 25 ,.. '•,• A 2 _ ,-7: a".: i '":= Q & • • - _ - • _ - - - - - - - - - - - - . • - - - - - - - . • • - - - -- - - - - -E • • • 4 - __ __, _ f -1-1 _ . • . : . - 20 . ' • ' .. • • . . ... 20 MI •I• ' NA SD 0 0.t.5X (341 is 24" DIA 50 LF 30' DIA SO ' . • ' . • . • 203 LF 30 DIA SD 00.35X . . . • • • 15 . • . - -6 LE 12' DIA SO 0 0.35X . ' . - • • - - ' ' • ' . ' - ' ' I ••••••-• . • . • !"-•■•,..,,t74,.......,' .. • • 1 293 LF 30 DA SD 00.35% . : . • 10 - • • • • • 10 :• • • • • . • •• ' • - 10 . - . . • . . - • • . • - . . • • • .. ' ' • • . • - • • . • . . • . . . • • • .. • • • . • • • . . . -: : . - . ' .: ... - • .. ' ' ' " .. .. . • ' . 5 • • - 5 PROFILE SCALE: H 1.4•20'-fr SCALE: V 1'.45'-0 " z; r•--■ .g 3. R al k' 04:01 L4 .1=' U131/I CI WO .1.FCISE 1:) .E7.1=1 T. . ENGINEERING* STREETS •WATER*SEWER • BUILDING 6, • 00 by _ data STRANDER BLVD -el dewed at 3/04 111,4-.71E"L:) Pentsaileoon Associates 50 % REVIEW SUBMITTAL , N C9 drawn IIF 3/04 STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS checked KN 3/04 proi erg 01 a at 3/o4 Como:tine Eailb•An4 b'c' l 1 Se 00 P1138899)9.DWG Illl4,41.4 "4,:l l/Ing ,.., .1 kr... Yll. IMO halA Is■ Oro. scale I *-2014, 1°-51( field bk no Mt (Ic4) 44.-.1153 1-4100-10-8/04 041•44441•01• DRAINAGE PLAN & PROFILE no Ida revisicas date 3/04 .) PLOT DATE & TIME 1 . ...'' MATCH UNE SEE SHEET C11 !a/_4,..,,,7,,,9.‘215, T. 23N, R.4E, W.M. J MATCH LINE SEE SHEET C9 to z 1 , ...____ _,.. .: . 1 ... ____ ,03 _rn:ib,,V,.. 11,t. II -- 25 ----I, .. , . , ......._ _-...... --- • , --.....„ 1 ---_, ---„,,,, •, - • , : _ _,,--`. - .1,4....c.,1-..L__-•.1- ____/41., .. ---, ) C.k % T - -"----- iy, ■.:4, , •-„/„...„/,, r....A.L. ,,,., -',--..."-- --,"------- ft-,,-",• ...:::-.1, '-il..---- ,-,•' _..„---•• ..........._ - NW. --- _ .,.._, 0, L.7..._ -."-- ._... L _ _ • . - , 1 1E-Ir= ••••19:00A4.__% E___ .9-,-,2 ._, -_-_--=__.• _.4.___,---,.., _ _ -___ _....... _- - -__ ___ ____ ' ,•• w,--,7,,,'-',-":-.------,:- :-.•:_,. _________,-----,, i - -'''" ,.„.....), ...--• ../: .. 4 .3 --•-•-•-•-•:. 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' , - .•-•'.... ; .1. t i 0 r. 0 .. h ;, -- . -- • '• ' '' '''', • 4,3 IE 12-- -20.0 •). • iL'----:.- 1 ' ./ ' j: • 1,.1 , " 4 ---.,- p • • - -.• ; 1.51 .:-;...,:s - • . ' `'' IE 12'■ 20.33 • ,,s, 0 ' ' -1 .. ,.'• . ., t :. - • 0 i . ___,...._ _ ,...-, -:.15__Ljto..2.,,2m, ... , .--e•-': ." ''''.n -,,- ,-7". 1^ .. ; . 1 !'':- - 'MIA- ' ., •A 't le a.; . 2 ;,...,„_. _;,4,.,,_:_,.......0........„., s ' - -.; ,-. --. I ' . • "2: • • .,' . ,,.....,.. ,,....-;„ ... ,..,,I .• P. l ,- • .-7 ` ..4 . .. • ''''':*---"' ‹, .. •'-',*-r• . ..----- ■ ( \ N . s'-„,:`'s . ',` • . .... , •••,-...;„..--' „...- . ,- • , ., .,...... ,-- _ ,.----": . ., ,..-- „,-,„-- ./Iti' ! ca 7r thi 2.; -,.., . : k s , -.....„ .. -6 , e, ' • , ..,, •••, ---.. ,,d- ^ ,,,,;.:-... ,-,- ' ...---- ..". -:"; „- , 4 ,J . --... ,,,,,,,," -"". --- -----_,•-•-- .• •• _.....;4,:-..,..... i L. ...L • 0 e12.-'01.4-, ' - -.'-' ,. -Na, -,,,,a..;:- -",.. -L -0 ,-. "'" •L--- - -"',-1 _ 4,-......:,:....,•• a"F.-!. a_-_-,.•:,!- ....-.7•---,-.7.., t_ __.2- -,-kv„ - -: ..."': - 7' _ 4.2..._,••___ _ . . ,,,r"-L-2-'2' --". . ....--"-- • IE 12.1..18. ry ..7,.; ....s....• ....- ...,-..- .,..•,....-„,.., • .1.. • ) ‘`.1 .4' '. .0.'-'5. • 'Al ----_-, ••-- ..-• • 0 rF..- a - ',LI • - ...1: --- / --, ,-, . ,..,.•• ,, .4•:, ::-..,..„ . ' ' 4:'• , -, . *** ?"--•'• 77pE2,-4*4--..-gi---"----,-- \ I IE "--IE"30-■" 9.18...' - -,--‘,-. Wi--:S..• ; 1..4 ai, _.:..; • ,:,...41/4_ (___)„..,.,.:__.p-, --, b ... ._ -----i- , ,.., , o . 0 /*•'-'•----",--..--1`<-7Ce •... (.. . • .,.-, .5 --_ __________ / , -- -___ . ,. ti • )L:L.,•...• '1,' ' ? .4'' tE 18*- io.10 . *. \ IE 12.=, 10.66 \ ,,,„-,---4- _,....... _ .---- ' , -. ',.; i .. i -------.64..__L i • .__,.. -4..._ /-A-L I_ ----ic.."-t.----m-s-r"C‘il- 7 , • 3 LF ... / „. * 55 LF 36' DIA, - -,s1,-.71.,_;,..:1-------- . - ' . ** W ...-- .o...a-• t........-11 • .4' ....,,.-......____. ' . ------ ---•__,,,,,5%,,IT : ..5% ':, ' ,, . -.... ...-..y:"-.. - ------ 4 ''',-,:„ . , -',..- ••• •-• :._... •,,,•.- --q \ ••la: , , •. :: '. ''' '■ .,.. , ' - ‘,.-4=r,:-..;-..-.,'"2"--- • - ..-. .,i,;_•12 .., ...- -- - -,- , '.!" T.- ,----,-,- • _ . ) ) ' ''•-• ' " .::, a • .....: ir---=',‘,77-iz.-7--,:--- • • . -- • -,.., -. . . Emi . ' - • - '''. \ --- .(' ' .T. ‘.'.7:-. 41. 1 _ _ _ -7, C., ' • -/ --- :-•'-- , ........_ --_ , ?- ::_•_1-,,,; ,..:: • ,--•-: ...., .0 ... . . • ..`..k:L.,--j.44-- .-` • • .‘‘,..c: . .... ..;.$.::::1,...4 ,r,i'..M.f. .-.5''''-'-' _....,.._ •77-....,... 30_ ........ • ---•-)-- .•••i" - v \ \ -p ,...• .. 4 ..,--,..,-,,, • A '' • . .;c4...T --:.4' _ N --c , . „ . '.. .,. a i .f."• • •a)a '•<:',)•k' - - - - - AN ' . • - \., ---;,..:„.s,' ••••, 'i i - --"-__*,- • 's, :••• 6.• -- , ../. ,•.,. : .--,:-..-7--.?", ....., • • $. _ ___;_„,_,...,. CB, 60". TYPE 2. •-N- -- - 1 =---- , • 's ,, i 1 1 \ ‘, CB 48" TYPE 2 s. - ' ■ 28.54 41 III. -, , 1 \ IE 12.■ 1943 . --'. KEY NOTFs• --- A4 did. 4 . - 1.;,-. --.- • . -...---..., „ - - -- . „tI___ , ...-- •-• ' ,m Ce, - : 48 , TYPE 2 .-- ' • , -; • = . , , .--- , ‘,6 ...IE.127-. 18.00 , ; -•• _. ..,... ,, • L IE 113... 11.33 W,'/,1W 1 7.,,, ' * . _ - -7, ,• ;.• \ • . :2• ...vc ,.7 , E ' .3 .'• 1.. .1(t;;);••• ....•;4'. .1! 5' ::', ' • '. ',. . , ' .t- , •.,;. ',: ., C•• F.,-fi ;2 ...; ----; - , - - F. ,3.kz,' ..: i ' ::- .- . .- . -■ • = . ; . IE 3r - 898 .• ' ,5., '-, i'..-3 . ,,,,0 •:. •-.: r - .:r., ,;.■ :: :, '... • • • _11,0 - • • . . ■ „ El/ . •,,,:ii , , Vealriff -Oh :,...>...- "Il• • - 0 ABANDON COSTING MANHOLE OR CATCH BASN. 4..... __ -- GRAPHIC 20 0 10 0 PLUG PIPE. SCALE 0 CONNECT PIPE TO COSTING DRAINAGE STRUCTURE 20 40 0 REMOVE EXISTING DRAINAGE STRUCTURE AND REPLACE AS SHOWN OW In ON PLANS. CONNECT EXISTING PIPE LR) NEW STRUCTURE = = n PLAN ( IN FEET ) 0 CONNECT EXISTING STORM DRAIN TO NEW STRUCTURE SCALE 1...20.-0 1 inch = 20 feet 0 REMOVE POSTING DRAINAGE S1RUC1URE • • • . ' • ' • . • ... . • • • • . • - • 40 40 mo o • •••• • - . er, di a ci • t rot .324 to. 6.4 829 41(4 - • .4ges 21 Fir.: S q' .7 co - e . A !.., w w . . • - • • - 35 I 35 1 1 1 41 4141 . • • ' • o 1-- • o tilc tn • 0 r k--•.1 . _ r11, 6,4„ ea" ... - • • • • _ - 30 • 1-- COSTING GRAD: 1- 6 6 6 x t,.. .__ u. f _ -- IA .__. _ ___. • . .. • • - I" 25 20 0 . b ---- ---• L.-•/,. 6 are .Y4,' la x 11J 11J -- -- -- -- -- -- -- • • . . • . • -- -- -- • __ __ __ __ ..._ __ • -- -- __ - 1 . ..., „. . • 0 al 111 w CO . • • . . - - 20 20 CO 111 z Zu T.. . . • .. • • - ) . 0 • r, . . ' • . ' • • • C. IL Z 3 := • 0 ' • . • - . " ' * • . • . . • - . - • . . . • . . • • . . . . . . . . . . OM IJ 15 . . • 0 < 2 . 293 IS 30' DIA SD 00.35% • 55 LF •36. • • . )14 SO 0&35X • 1130 • - 5 36. DIA -• 042.35X ' • . . 30 V 3e D . . A < ' 2 . • . • • • • • • - • * • ' . * ' . * . . ** • • . • . • • . • • • . . • . • • - . . . • • . . . . . . . _ • • • • • .. - - . . . - - . . . . . . . . . . ... ... - - • 10 10 • • • - • . • '. • • • . : . . . . • . . . • .. .. . . . ' . . - • • " • . . . . " • . • . : . • • : .. : • • • • • • - • • - • :: . .. . • • .. • • .. .. : : .. - • • . ' . • . ' " • • • • • .. .. • • - .. • • . . .. J. : : sp .00.35X • .. • 5 l' PROFILE SCALE H 1.■203-0. SCALE: V 1--2.-0 - AI 1 6' - A R by date ...)2 L4 rErirf.i, STRANDER BLVD . • ,k4f.ye WS/ L i CI WO 1:).E.P T. desijped at 3/os ft ,.• - .,;5) C I 0 .1:7' It ./?./CASE id* drawn IF 3/04 50 % REVIEW STORMWATER PUMP STATION *ENGINEERING* STREETS *WATE R * SEWER • BUILD ING • theckwi Kt4 mg Penhallegon Associsters . eng at 3/os CeLsuitingd Ingin"r4 1"c. SUBMITTAL ROAD AND DRAINAGE IMPROVEMENTS ■ prol tie ran P388=1010% 1008 proj di MI bul Amu. I* IWO .41.. I. 01.01 40218 1•=2011, NV feld bk no Ow (208) 441-103 ...eco-e4e-etos DRAINAGE PLAN & PROFILE • R.111.44•01• no late ravish. date 3/04 } , ( ...-:•.:.15.2 ''' = 74',--""greA*, \ .,;: 1 --. ss• ''''''"--....,,,, 'Th'1...,,,, 11, WV 11 I ..0,,„..~Gmyr. • ow ,. .4` A: 1Gyit„,,,:111,„„:,0•0 ... ..\\,., . \ , \ , . . , , \ \N 4:`,,s.'''`‘4.'-., :1 ' 1. ' //A,/ / 1 ‘ OP, . ..-.., , , .. ; 11111 MI tii• = - ' ,:•.: , , , - ..; \ N/ • AI-. \ • '''''"- .„ ,--. 5; I CIS FCR ST WATER . , 8 x10, VALVE vAULT ...•-, , al. ' ,, , , S ' • RIM= 28.10 ' ' - , , .*, , \ = .1,13 ' .' .'s- '' - ' ' ' - , - -41:1,, , --, 0 . i ,':•- -; ---,, " PO398950II.DW (MITCH POIES) 1 MAR 05 2004 05:04:22 9,01. X0I889PR1, 4038893d1 YAR 05 7004 16:36:I/ • • • 22' BEDDING r TIGHT SHEETING AS REQUIRED / (TYP) BELOW GROUNDWATER 48' TRENCH SECTION SCALE NTS 36' STORM DRAIN PIPE GREEN RIVER FACING UPSTREAM PIPE EXTENDS 6' BEYOND OHW ELASTOMER DUCKBILL CHECK VALVE AUG /SEPT V EL. 5± 10.7 EXISTING LEVEE EL. 27.79 I 7 EXISTING GRADE IMPERVIOUS BAC KFILL IMPERVIOUS BEDDING 1 36" STORM DRAIN PIPE NOTE: TIGHTSHEET SHORING MAY BE REQUIRED BELOW GROUNDWATER ELEVATION 36' STORM DRAIN PIPE 1.tQIES: SOME RIPRAP MAY BE EXISTING. REPLACE ROCK DISTURBED DURING CONSTRUCRON IN KIND. 2.MATERIAL EXCAVATED. TOP OF LEVEE TO OUTFALL: 56.5 CY HEAVY LOOSE RIPRAP PER WSDOT APWA 9- 13.1(1) OUTFALL SECTION SCALE: NTS P UBLIC WORKS DEPT. • ENGINEERING• STREETS• WATER•SEWER•BUILDING• designed drawn checked prof eng prof do field bk no by at 101 CR date 3/01 3/04 3/01 3/04 PsnhM.gon Associates ConsWlhp Enpdnssrs, Inc. cny0,. Planning n yinc +e w , .., u IOW . an r.nwr 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS STORMWATER DETAILS no date midland CI3� tae no P038895DDEtDWG scale AS 9IO1N date 3/04 ROT DAIS k DYE 8 TO PUMP STATION PLAN 72' MANHOLE NO. 2 SCALE 3/8- -1' -0- RIM EL. 24.00* 12- EL- 8.2 EL - 4.2 JL +�i +�i �.V+ 0 EL- 8.2 Lt. ELEVATION A -A 72e MANHOLE NO. 2 SCALE 3/8- -1'-0- FROM NO. 3 O 0 0 0 0 0 0 0 MATERIAL UST 72. • MANHOLE. ASSOCIATED OR EQUAL ALUMINUM BAFFLE. SEE DETAIL 36' TO PUMP STATION. 38- FROM CB NO. 3 NON -SHRINK GROUT POLYPROPYLENE SAFETY STEPS, ASSOCIATED OR EQUAL IN ADDITION THE CONTRACTOR SHALL PROVIDE A LADDER -UP SAFETY POST AS MANUFACTURED BY BILCO OR EQUAL CONCRETE RISER, HEIGHT AS NEEDED. 30-x60- ALUMINUM HATCH, SINGLE DOOR, H -20 LOADING,EASY UFT HOLDING ARM, DIAMOND PLATE. LOCKABLE. LW. PROOUCTS TYPE S OR EQUAL CRUSHED SURFACING BASE COURSE NOTE 1. COAL TAR EPDXY EXTERIOR OF MANHOLES. 12. OVERLAP 5/8' 5/r GALV. EXPANSION BOLT W/NUT AND LOCK WASHER (TYP 12. 0.0.) 5/8- GALV. NUT, BOLT AND LOCK WASHER (8 ROWS OF 2. EVENLY SPACED) ALUMINUM BAFFLE NTS PLAN 72' MANHOLE NO. 1 SCALE 3/8' .1' -0- MATERIAL UST 0 72- O 12- DI 0 WATER O 12. 90' BEND. MJxMJ, 0/THRUST BLOCK O 36- TO OUTFACE 0 MANHOLE. ASSOCIATED OR EOUAL O 36. 0 CONCRETE 0 44- 0 O.D. O 6. 3 • ALUMINUM FLAP GATE. FLANGE. WATERMAN AF -41 OR EQUAL • NON -SHRINK GROUT OPOLYPROPYLENE SAFETY STEPS. ASSOCIATED OR EQUAL IN ADDITION THE CONTRACTOR SHALL PROVIDE A LADDER -UP SAFETY POST AS MANUFACTURED BY BILCO OR EQUAL CONCRETE RISER. HEIGHT AS NEEDED. 30 -x60- ALUMINUM HATCH. SINGLE DOOR, 10 H -20 LOADING, EASY UFT HOLDING ARM, DIAMOND PLATE. LOCKABLE. LW. PROOUCTS TYPE S OR EQUAL O CRUSHED SURFACING BASE COURSE 12 36. 0 01 SPOOL FLAK. 38.30. 0 O.D., LENGTH AS REVD 6;N 44'0 TO 38.300 FERNCO 1006 COUPUNG OR EQUAL ELEVATION B -B 72e MANHOLE NO. 1 SCALE 3/8' -1' -0- TO RIVER PUBLIC WORKS DEPT. • ENGINEERING •STREETS•WATER•SEWER• BUILDING • deakced Nye dredged fl eq pro' dit Add bkao by NL JY 101 date 3/04 3/04 3/04 3/04 Penhallegon Associates Consulting Engineers, Inc. E 4 ng Panning Surveying IOW Ph: (20e) Nat e5'f ,1-eao- N]-•ae IHwW -9-le• 75% REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS MANHOLE NO.'S 1 AND 2 eD date fie 00 P3889DTL -I.0WG scale AS SHOWN date 3/04 PLAN SCALE: 3/8' ■I' -0" EL ! 43 GOOSE NECK 2 SCH. 80 PVC ORAIN UNE GROUT 8.2 3.0 1' COMPACTED CRUSHED GRAVEL ANCHOR BOTS SECTION A -A SCALE: 3/8 " =1' -0" 4" COMPACTED CRUSHED GRAVEL c> MATERIAL LIST; 12' DIA. MANHOLE W/FLAT TOP SLAB MODIFIED FOR RISER AND ACCESS HATCHES 72x108" ALUMINUM HATCH. DOUBLE DOOR. H -20 LOADING. EASY UFT HOLDING ARM, DIAMOND PLATE. LOCKABLE, LW PROOUCTS TYPE D OR EQUAL S.S. GUIDE RAIL BRACKETS, SERIES "U' AS MANUFACTURED BY HAWDAY PRODUCTS OR EQUAL 24'x24" ALUMINUM HATCH, SINGLE DOOR. H -20 LOADING. HOLDING ARM, DIAMOND PLATE. LOCKABLE, LW PRODUCTS TYPE D OR EQUAL POLYPROPYLENE SAFETY STEPS W/BUILT —IN PULL—UP HANDRAIL SUBMERSIBLE GRINDER PUMP, SEE SPECIFICATIONS. S.S. INTERMEDIATE GUIDE RAIL BRACKET, HALUDAY PRODUCTS OR EQUAL. 12 DJ. FLxFL, LENGTH AS REQUIRED. 3" GALVANIZED STEEL GUIDE BARS, WITH ACCESORIES FOR CONNECTION TO PUMP BASE. 12" PLUG VALVE DEZURIK SERIES 100 OR EQUAL WITH ACTUATED HAND WHEEL.. 12" FLYGT BALL CHECK VALVE. FLxFL MODEL TYPE 5087 OR EOUAL 12" 90' D.1. BEND, FLxFL CABLE HOLDER. HALUDAY PRODUCTS SERIES J4A OR EQUAL MOUNT W/S.S. FASTENERS. 011. FILLED PRESSURE GAUGE 100 PSI 12" COUPLNG, ROMAC OR EQUAL 5/16" GALVANIZED UFT CHAIN SUPPLIED BY PUMP MANUFACTURER. 8'- 0"x10' -0" CONCRETE VAULT, UTIUTY VAULT OR EQUAL 72 "x96" ALUMINUM HATCH. DOUBLE DOOR, H -20 LOADING, EASY UFT HOLDING ARM. DIAMOND PLATE, LOCKABLE. LW PRODUCTS TYPE D OR EQUAL C> PIPE SUPPORT, GRINNEL OR EQUAL 12" DI SPOOL. FLxPE, LENGTH AS REQUIRED. ©1 12" 45' DI BEND, FLxFL ® 12" DI TRUE WYE. NOTE: 1. SWEEP BLAST INTERIOR OF NET WELL AND VALVE VAULT, APPLY: PRIMER COAT : TNEMEL SERIES 66 HI BUILD EPDXYUNE 11. APPUED AT 4 TO 6 MILS DRY (6 TO 8 WET) FINISH COAT: TNEMEL SERIES 69 HI BUILD EPDXYUNE 11. APPUED AT 4 TO 6 MILS DRY (6 TO 8 WET) 2 COAL TAR EPDXY EXTERIOR OF NET WELL AND VAULT. L4 Y 1008 PUBLIC WORKS DEPT. •ENGINEERING• STREETS •WATER • SEWER •BUILDING • by date deeigied JY 3/04 drawn NI 3/04 checked ,IM 3/04 prof eng 10U 3/04 proj dr field bk no Penhallegon Associates Consulting Engineers, Inc. E g' a MPlanni,g Sureying are (i55) "i41 -1555 1- 500-255 -5405 x5+,.,e4•e5" 50 % REVIEW SUBMITTAL STRANDER BLVD 12' 0 PUMP STATION DETAILS date revisions �CI7� fiend P3889011. -2.DWG scale AS SHOWN date 3/04 • • • • 3'- "+MCP OVERLAY r N 169561.9199 E 1289960.0075 a NW 1/4, SEC. 26, T. 23N, R.4E, W.M. • N 169503.1583. "` E 1290019.5128"' ;a5 11. • BEGIN® I N;169492.3056 ''~''� ' E' 1290019.6356 ' BEGIN 2 ACP OVERLAY N 169490.8089 E 1289873.1769 I 1 BEGIN 8 14 169 8.01811 E 1290158.9314 N 6 EN 8481.3446 — E 1290213.4622 a EEI �%'I, -a,� �_._ ._.- y:'- -_�"` __ ��. _ L2 Ci � 'rte ... i •. . Eull111111-11111111 0 KEY NOTES: 0 UNITS OF Cl 8 ACP OVERLAY TO INCLUDE CURB TO CURB GRINDING. 1. PAVEMENT RESTORATION AFTER U11UTY INSTALLATION AND PRIOR TO ACP OVERLAY SHALL BE PER CITY OF TUKWILA 0 REMOVABLE BOLLARD, TYPICAL OF 4. SEE CITY OF TUKIWLA DETAIL RS -04 RS-03. 0 SAWCUT AND UNITS OF FULL DEPTH PAVEMENT SECTION A. MEET EXISTING SURFACES. 0 STOPBAR. SEE CITY OF TUKWILA DETAIL RS-19 O SINGLE BROKEN WHITE (SBW) PER CITY OF TUKWILA DETAIL RS -13. © DOUBLE SOUD YELLOW (DSY) PER CITY OF TUKWILA DETAIL RS -13. 0 CROSSWAU( AND STOP BAR PER CITY CF TUKWILA DETAIL RS -19. 0 STOP BAR PER CITY OF 1UKWILA DETAIL RS -19. p RESTORE SIDEWAUC, CURB AND GUTTER PER CITY OF TUKWILA DETAIL RS -11 TO MATCH EXISTING. 10 CONSTRUCT CURB PER CITY OF TUKWILA DETAIL RS -09. 11 RESTORE MONUMENTS PER 1UKWILA DETAIL RS -07. © REPLACE PCC PAVEMENT TO MATCH EXISTING SURFACES. o END 2 A. OVERLAY N 169403.5759 E 1289956.0444 BEGIN N 169471.4452 E 1290014.7725 CONSTRUCTION NOTES: PLAN SCALE 1-■20' -O' ASPHALT CONCRETE PAVING CEMENT CONCRETE FULL DEPTH ASPHALT SECTION SECTION A SCALE: NTS O GRAPHIC SCALE 20 0 10 20 a0 V T J ( IN FEET ) 1 Inch = 20 feet 3' CLB ACP r COMPACTED CRUSHED SURFACING COMPACTED SUBGRADE MATCH LINE SEE SHEET C22 J • - 3 iv F u o- F P UBLIC WORKS DEPT_ • ENGINEERING* STREETS *WATER •SEWER•BUILDING• by date designed CR 3/04 drawn YF 3/04 Checked pl 3/04 prof eng at 3/04 prof dF field bk no VoIrrii) Pe.haUegon Assodsfes Consulting Engineers. 61c. .071 Lb MI Sow. 074 0111101 (m,) -11_1e5 n.rre.0* 50 % REVIEW SUBMITTAL STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS OVERLAY AND ROAD RESTORATION date revisions �C21� tie no P03889G0IAWG scale 3/04 /os NW 1/4, SEC. 25, T. 23N, R.4E, W.M. i` ;` ; ** \ ` • • / (4 \s.,\.\\\ \. i %,e ``,• - d \, • �_ \ �` i ' Ott`\ �. -Ci \ . • GRAPHIC SCALE 20 0 10 20 (wrest) 1 Inch = 20 feet 40 •I • 60 40 N- 16— 84.1021 7:•::: ; END 5 • �n .t'. . E 1290661557 R! _ i • — --- - N 16 5 4 03.95 ---.c £-1290791:6315 —.. N. 169335.3237'. E'129076z1302, BEGIN(IZ •,� N 169183 4217 �� '1290766:6343 - • • ,. - -`�' :- --`•-t -- '�._-___., .. V „'art_ • , ENDS N 169475.9619 E 1290740.3755 __ -,�- • -t�.� tom. '�'l7 . -t- J :. 7f. iWi • Y' 1 J Y. :4' . Y4 PLAN SCALE: 1'■20' -0" PUBLIC WORKS Z7EPT_ • ENGINEERING• STREETS •WATER• SEWER •BUILDING • 50 % REVIEW SUBMITTAL Fu. ••v: 2 \ STRANDER BLVD STORMWATER PUMP STATION ROAD AND DRAINAGE IMPROVEMENTS OVERLAY AND ROAD RESTORATION no date revisions • C22 Se no PO3889CDIANC scale ' =20' . date 3/04