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SEPA E04-016 - CITY OF TUKWILA / PUBLIC WORKS - SANITARY SEWER UPGRADES (INTERURBAN AND FORT DENT WAY)
SANITARY SEWL:R UPGRADES CITY OF TUKWILA FT DENT WY / INTERURBAN E04 -016 FINAL STAFF EVALUATION FOR Fort Dent Way /Interurban Avenue Sewer Extension File No: E04 -016 I. SUMMARY OF PROPOSED ACTION The project involves the construction of gravity and force main sanitary sewer for upgrades to the City of Tukwila's system. The project includes 2,100 lineal feet of 8 -inch sanitary sewer in Interurban Avenue, running northwest from Fort Dent Way; and 700 lineal feet of 4 -inch force main sanitary sewer in the center of the cul -de -sac at Fort Dent Way, running southwest to Interurban Avenue. II. GENERAL INFORMATION Project Name: Fort Dent Way /Interurban Avenue Sewer Extension Applicant: City of Tukwila Public Works Department, Mike Cusick 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -0179 Location: The project is located in t he C ity o f T ukwila a long F ort D ent W ay and Interurban Avenue; north of I -405, east of I -5 and west of the Green River. Zoning and Comprehensive Plan Designation: The current Zoning and Comprehensive Plan designations of the areas adjacent to the project site are Regional Commercial Mixed Use (RCM) and High Density Residential (HDR), Medium Density Residential (MDR) and Low Density Residential (LDR). Notification: Notice of application was posted on site, mailed to some adjacent property owners on October 1, 2004. Also, as permitted by Tukwila Municipal Code 18.104.090 (6), notice was published in the Seattle Times on October 1, 2004, since all property owners and tenants could not be notified due to lengthy project impact area. 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. 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 -5 -- Concur with checklist. 6— Utility construction will proceed after all required permits have been obtained. 7 -13 -- Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: 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. 2 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: 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 Muckelshoot Cultural Resources Program, several archaeological sites have been recorded in and near Fort Dent Park. c — All proposed improvements are to be conducted within areas that have been previously disturbed. The extent of the excavations is about eight to ten feet and there are existing utilities at that depth. No deep excavations are planned as part of this project. It is not practical to conduct an exploratory excavation to determine if any 3 • • resources exist prior to construction because they are within open roadways. However 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 the 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. IV. COMMENTS A letter was received from the Muckleshoot Cultural Resources Program stating that several archaeological sites have been recorded in and near Fort Dent Park, and archaeological material may extend underneath these adjacent roadways. The letter also requested that a professional archaeologist be present during construction to assess the possibility for archaeological resources. It is not practical to conduct an exploratory excavation to determine if any resources exist prior to construction. No deep excavations are planned for this project. All work will occur in areas that have previously been disturbed. However 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 the 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- 016 ", 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: January 28, 2005 4 • • City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: [04 -016 Applied: 09/03/2004 Issue Date: 02/01/2005 Status: ISSUED Applicant: CITY OF TUKWILA, PUBLIC WORKS DEPARTMENT Lead Agency: City of Tukwila Description of Proposal: Sanitary sewer upgrades within Interurban Avenue and Fort Dent Way to serve Fort Dent Park. Location of Proposal: Address: Parcel Number: Section/Townsh ip/Range: SE &NE Sec 23, SW &NW Sec 24, Twn 23, R 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 43.21 c.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 02- -15 - 2005 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 01- 01 - 'z v o S 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: DNS E04 -016 Printed: 01 -28 -2005 King County Wastewater Treatment Division Department of Natural Resources and Parks 201 South Jackson Street, Suite 502 Seattle, WA 98104 -3855 206 - 296 -1450 206 - 263 -6073 Fax , February 23, 2005 Steve Lancaster, Responsible Official ATTN: Minnie Dhaliwal City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RECEIVED FEB 2'4 20E1 COMMUNITY DEVELOPMENT RE: Fort Dent Way /Interurban Avenue Sewer Extension (File No. E04 -016) The King County Wastewater Treatment Division has reviewed the Determination of Non- Significance, dated February 1, 2005, for the Fort Dent Way/Interurban Avenue Sewer Extension proposal. King County's Interurban Force Main and Water Reuse Lines are located near the project site (please see the attached figures). In order to protect these wastewater facilities, King County is requesting that the City of Tukwila do the following: • Please submit sewer extension plans and modifications to Kin g County for local agency review. Please send them to: Eric Davison, DCAM, Civil /Architectural Section King County Wastewater Treatment Division 201 South Jackson Street, KSC -NR -0508 Seattle, WA 98104 -3855 • Construction drawings should be sent to Eric Davison during design development so that King County staff can assess the project's impacts. • Please contact Eric Davison at (206) 684 -1707 a minimumn of 72 hours prior to commencing any construction in order to allow staff time to arrange for a King County inspector to be on the site during construction. • King County has a permanent easement for a sewer line on the proposed development site, and we must be assured the right to maintain and repair the sewer line. In the event that the line must be relocated, a new permanent easement must be provided. Please send the name, address, and telephone number of the property owner of the proposed development site to Eric Davison in the Civil /Architectural Section so that he can contact the property owner regarding the easement. Eric can be reached at (206) 684 -1707, at eric.davison@ametrokc.gov, or by mail at the address above. • ®1202M CLEAN WATER — A SOUND INVESTMENT • Steve Lancaster, Responsible Official February 23, 2005 City of Tukwila Page 2 Thank you for the opportunity to review and comment on this proposal. If you have questions, I can be reached at (206) 684 -1227. Sincerely, Barbara Questad Environmental Planner Enclosures cc: Eric Davison, DCAM, Civil /Architectural Section i Minnie Dhaliwal - IU %Fort Dent sewer .._..I From: Mike Cusick To: Dhaliwal, Minnie Date: 1/25/05 9:35AM Subject: IU/ Fort Dent sewer All work will occur in paved and distruded areas. If artifacts are found during excavation, work will be stoped and the Muckleshoot Tribe notified. CC: Giberson, Bob f • Page 1,! King County Wastewater Treatment Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street Seattle, WA 98104 -3855 October 22, 2004 Minnie Dhaliwal, Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Sewer Upgrades— Interurban Ave S & Fort Dent Way (Files L04 -062 & E04 -016) The King County Wastewater Treatment Division has reviewed the Notice of Application, dated October 1, 2004, for the proposal to upgrade the gravity and force main sanitary sewers in Interurban Avenue South and Fort Dent Way. King County is requesting that the City of Tukwila submit construction drawings for the project to Eric Davison in the Design, Construction and Asset Management Program, Civil /Architectural Section for local agency'review. Eric can be contacted at (206) 684 -1707. Drawings should be submitted for review during design development so that King County staff can assess the project's impacts. Please send the drawings to: Eric Davison, DCAM, Civil /Architectural Section King County Wastewater Treatment Division 201 South Jackson Street, KSC -NR -0508 Seattle, WA 98104 -3855 Thank you for the opportunity to review and comment on this proposal. If you have questions, I can be reached at (206) 684 -1227. Sincerely, Barbara°Ques'tad Environmental Planner cc: . ®I202w Eric'Davison, DCAM; 'Civil /Architectural'Section C L E A N WATER- A S O U N D I N V E S T M E N T 10/15/2004 FRI' 16':49. V FAr2538 3312 MUCKLESHOOT CULTURAL RESOURCES PROGRAM 39015172nd Avenue S.E. • Auburn, Washington 98092 -9763 • Phone: (253) 939 -3311 • FAX: (253) 876 -3312 October 15, 2004 Minnie Dhaliwal City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Interurban Avenue South and Fort Dent Way, Tukwila (L04-062 & E04 -016) Dear Ms. Dhaliwal: 002/002 On behalf of the Cultural Resources Committee,1 have reviewed the information sent on 10/01/04 regarding the interurban Ave. & Fort Dent Way and have the following comments. The Interurban Ave. and Fort Dent Way property is an area the Tribe has flagged as high potential for archaeological discovery. The section on Historic and Cultural Preservation in the SEPA checklist for this project is simply not accurate. Several archaeological sites have been recorded in and near Fort Dent Park, and archaeological material may extend underneath these adjacent roadways. Information regarding previous surveys and recorded archaeological sites is available from the Office of Archaeology and Historic Preservation, in Olympia. The OAHP is a SEPA review agency, and we would respect their input and opinion on this project. Because ground disturbing activities are planned for existing paved surfaces, an archaeological field survey is probably not possible. We request that a professional archaeologist be present during construction to assess the possibility for archaeological resources. if the archaeologist determines after viewing the soils under the paved surfaces, that the possibility for intact archaeological resources is low, then we would retract our request for a monitor to be present throughout the project. The Cultural Resources Program does not represent the Wildlife Program and the Fisheries Program which are separate departments under the Muckleshoot Indian Tribe. Please contact these departments separately for their input on this project. We appreciate the effort to coordinate with the Muckleshoot Tribe prior to site preparation. The destructive nature of construction excavation can often dcstroy a site and cause delays and unnecessary expense for the contractor. If you have any questions, please contact me at 253- 876 -3272. Thank you for keeping the Tribe informed. rely, ura Murphy, Tribal Archaeologist CC: Donna Hogerhuis, Cultural Specialist Melissa Calvert, Wildlife & Culture Director Stephenie Kramer, Assistant State Archaeologist, OAHP • Affidavit of Publication 2816928 / 2 State of Washington, Counties of King and Snohomish, Daniel S. O'Neal being duly sworn, says that he /she is the Authorized Agent of Seattle Times Company, publisher of The Seattle Times and representing the Seattle Post - Intelligencer, separate newspapers published daily in King and Snohomish Counties, State of Washington: that they are newspapers of general circulation in said Counties and State; that they have been approved as legal newspapers by orders of the Superior Court of King and Snohomish Counties; that the annexed, being a classified advertisement, was published in: Newspaper Publication Date The Seattle Times 10/01/04 The Seattle Post- Intelligencer 10/01/04 And not in a supplement thereof, and is a true copy of the notice as it was printed and/or distributed in the regular and entire issue of said paper or papers during all of said period, and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. Subscribed and sworn to before me this 7(h day of October, 2004 Notary Public in and for the State of Washington residing at Seattle NOTICE OF APPLICATION DATED OCTOBER 1, 2004 The following applications hove been submitted to the City of Tuk- wila Department of Community Development for review and deci- sion. APPLICANT: City of Tukwila LOCATION: Interurban Avenue South and Fort Dent Way, Tukwila FILE NUMBERS: L04 -062 and E04 -016 PROPOSAL: The prolect involves construction of gravity and force main sani- tary sewer upgrades to the City of Tukwila's system. The proiect in- cludes 2,100 lineal feet of B-Inch gravity sanitary sewer in Interur- ban Avenue South, running north- west from Fort Dent Way; and 700 lineal feet of 4 -inch force main sanitary sewer In the center of the cul -de -sac at Fort Dent Way, run - hing southwest to Interurban Ave- nue South. These files can be reviewed at the Department of Community De- velopment, 6300 Southcenter Blvd., 0100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your SE PA comments in writing . to the Department of Community Development by 5:00 p.m. on tober 15, 2004. Also, written corn, ments related to the Shoreline Substantial Development Permit must be submitted by 5:00 p.m. on October 31, 2004. If you have ques- tions about this proposal contact. Minnie Dhaliwal, Planner-In- charge of this file. 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 de- cision an this prolect or obtain in- formation 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. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED OCTOBER 1, 2004 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: City of Tukwila LOCATION: Interurban Avenue South and Fort Dent Way, Tukwila FILE NUMBERS: L04 -062 and E04 -016 • PROPOSAL: The project involves construction of gravity and force main sanitary sewer upgrades to the City of Tukwila's system. The project includes 2,100 lineal feet of 8 -inch gravity sanitary sewer in Interurban Avenue South, running northwest from Fort Dent Way; and 700 lineal feet of 4 -inch force main sanitary sewer in the center of the cul -de -sac at Fort Dent Way, running southwest to Interurban Avenue South. These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your SEPA comments in writing to the Department of Community Development by 5:00 p.m. on October 15, 2004. Also, written comments related to the Shoreline Substantial Development Permit must be submitted by 5:00 p.m. on October 31, 2004. If you have questions about this proposal contact Minnie Dhaliwal, Planner -in- charge of this file. 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 VICINITY MAP NOT TO SCALE Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I" 0, J HEREBY DECLARE THAT: r\-"E Notice of Public Hearing Determination of Non - Significance 1 Mailer's Signature: $1i(j(44jv\ . _ 17YJ Notice of Public Meeting. Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this year 20 0t day of Ci i n the P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: , ( Co, 1,4_,1,6,6)( V2( , LA& Project Number: CO ti '' 0 E7 U4 — C) '} . 1 Mailer's Signature: $1i(j(44jv\ . _ 17YJ 4 Person requesting mailing: R'tt11121. ,b;)_ �2JG P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CHECKUST: ENVIRONMENTAL REVIEW/SHOREUNE PE IIT MAILINGS • FEDERAL AGENCIES _U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION KDEPT 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 CWTRANSPORTAT1ON DEPARTMENT Pd DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. (*DEPT OF FISHERIES & WILDLIFE () DEPT OF SOCIAL & HEALTH SERV. P DEPT OF ECOLOGY, SHORELAND DIV t>d DEPT OF ECOLOGY, SEPA DMSIO ()¢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 VK.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT MTUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT&T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () FIRE ( ) FINANCE () BUILDING ( ) MAYOR () PUBLIC WORKS () POLICE ( ) PLANNING () PARKS & REC. ( ) CITY CLERK SCHOOLS/LIBRARIES UTIUTIES CITY AGENCIES dv1C J I el&-aak_cryi) Of HEALTH DEPT () PORT OF SEATTLE 4KC. DEV & ENVIR SERVICES -SEPA INFO CNTR () K.C. TRANSIT DIVISION - SEPA OFFICIAL QK.C. LAND & WATER RESOURCES )FOSTER LIBRARY () K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT „Pi-OLYMPIC PIPELINE (*VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 CITY OF RENTON PUBLIC WORKS RYN 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 « DUWAMISH INDIAN TRIBE () P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT &:),DUWAMISH RIVER CLEAN -UP COAUTION *SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE IMUCKLESHOOT INDIAN TRIBE (sYCULTURAL RESOURCES PROGRAM FISHERIES PROGRAM (.'WILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:ADM IN ISTRATIV E \FORMS \CHKLIST.DOC MEDIA ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW PIC NOTICE MAILINGS FOR POMITS 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: Mai! 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:\ADM INISTRATIVE \FORMS \CHKLIST. DOC Jam Free Printing Use Avery® TEMPLATE 5260TM www.avery.com • 1- 800 -GO -AVERY • EA\ AVERY® 5260TM Robert H & Arlene C Krussel Robert H & Arlene C Krus -I Schneider & Schneider LIc Po Box 28452 Po Box 2845 14900 Interurban Ave S #210 Seattle, WA 98118 Seattl- 98118 Seattle, WA 98168 SEATTLE TACOMA EXECUTIVE PROPS 701 5th Ave #7170 Seattle, WA 98104 MILTON LAND LENDERS INC 1111 3rd Ave #3400 Seattle, WA 98101 USWESTINC 6300 S Syracuse Way #700 Englewood, CO 80111 Michael R Mastro HELEN ING INVESTMENTS LIMITED HELEN ING INVESTMEN ITED 510 Rainier Ave S 14903 Interurban Ave S 14903 Interurban Seattle, WA 98144 Tukwila, WA 98168 Tukwil - • 8168 Martin S Kay 6224 S 149th PI Tukwila, WA 98168 Patricia A Hopper Po Box 88665 Tukwila, WA 98138 MVM PARTNERS HELEN ING INVESTME 14973 Interurban Ave S 14903 Interurba Tukwila, WA 98168 ; Tukwil- •8168 BOW CAR BOW INC 11416 61st Ave S Seattle, WA 98178 SCHNEIDER GERALD #14338 7517 Greenwood Ave N Seattle, WA 98103 BOW CAR BOW C 11416 61 e S , WA 98178 Ardis Denning 921 10th Ave E Seattle, WA 98102 SCHNEIDER LD #14338 CITY OF TUKWILA 7517 Gre ood Ave N 15460 65th Ave S Seattle, A 98103 Tukwila, WA 98188 Young W Lee 6224 S 149th PI Tukwila, WA 98168 Bruce A & Mary Beth Paquette 6360 S 151st PI Seattle, WA 98188 Patricia L Perry 6230 S 149th PI Tukwila, WA 98168 ITED HONG CHONG HO +SEUNG IN 8056 SE 72nd St. Mercer Island, WA 98040 BOW CAR BOW INC 11416 61st Se- -, A 98178 SCHNEIDER GE #14338 7517 Greenwo• ' °ve N Seattle 98103 Michael D Alhadeff 6305 Beach Dr Sw Seattle, WA 98136 AH3AV-09-008-t. wi09Z5 31V1dW31 ®tiaAV as0 wi09Z5 ®A213AV wo) AJ9Ae•Mnnnn 6upuJd aaij we(' Jam Free Printing Use Avtry® TEMPLATE 5260TM Richard Balash 31623 E Lake Morton Dr Se Kent, WA 98042 Frances Marie Li ness Marketing Co Tosco Po Box 52085 Phoenix, AZ 85072 CITY OF TUKWI 500 4th Ave Seattle, = 98104 KWAN FAMI IMITED PARTN HI HORIZON HOT Po Box 795 Natchitoche , LA 71458 LS HORIZON HOTELS Po Box 79 Natchito es, LA 71458 Robert H & Arlene C Krussel Po Box 28452 Seattle, WA 98118 Robert H & A - ne C Krussel Po Box 2: 2 Seattle 1 A 98118 Robert H & Arlene russel Po Box 28452 Seattle, WA • ' 118 wi09Z5 ®A?J3AV • Craig S Spencer 6511 S 153rd St #2 Tukwila, WA 98188 Brian Loria 6523 S 153rd St Tukwila, WA 98188 www.avery.com 1- 800 -GO -AVERY • Stephen R Anderson 3841 Rollingwood Dr Fairfield, CA 94534 STATE OF WASHINGTON 6701 Fort Dent Way Tukwila, WA 98188 RADOVICH PROP TIES LLC 2835 82nd Ave - #300 Mercer Islan • , A 98040 C Radovich Llc n 2835 82nd -nue Se St 300 Mercer I . nd, WA 98040 HORIZON HO LS PO Box 795 Natchitoc -s, LA 71458 HORIZON HOT - S Po Box 795 Natchitoc. -s, LA 71458 Robert H & Arl Po Box 284 Seattle, WAS 98118 C Krussel Robert H & ene C Krussel Po Box : 52 Seattl A 98118 Robert H & Arlene russel Po Box 28452 Seattle, WA :118 MAY-O9 -008 -1 woYAJane•n mm DAVERY® 5260TM VARACALLI REAL ESTATE CO 22516 6th Ave S #5 Des Moines, WA 98198 C Radovich LIc John 2835 82nd Ave Se #300 , Mercer Island, WA 98040 Edmund H & Amy C Kwan 18501 Brittany Dr Sw Seattle, WA 98166 HORIZON HOTELS Po Box 795 Natchitoches, LA 71458 HORIZON HOT S Po Box 79 Natchito es, LA 71458 HORIZON HOT Po Box 795 Natchitoc -s, LA 71458 Robert H & Arle Po Box 2845 Seattle, V4( 98118 C Krussel Robert H & Arlene ' Krussel Po Box 28452 Seattle, WA 9:118 Robert H & ene C Krussel Po Box :452 Seat WA 98118 wi09Z5 31V10131 ®tiaAV ash 61.11;4ud 98.1j wer CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan cr ci.tukwila.wa.us SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: Fore` De Ai-r c„ A / v R Tom- ft-'' e- ,S e ' Trwsr LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. Quarter: Section: 2-3 Township: 223 NRange: CI 6 (This information may beund on your tax st ent.) ' C� 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, an • is the primary contact with the City, to whom all notices and reports will be sent. • Name: N • << c C cis �c, 1 /cer f t, !L 4- Address: ( 2CU &L v' Phone: 'WC Y 3 3- G (r-1/ E -mail: FAX: 26( -/-%3f -- 3Ge.S Signatur / T� ��� _ Date: pasr z ny me— SEP 0 3 2004 COMMUNITY DEVELOPMENT G:\ APPHAN\LANDUSE.APP \SEPAAPP.DOC, 09/11/03 FOR STAFF USE ONLY SIERRA TYPE P —SEPA Planner: File Number: e „I_ t i Li, Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Fore` De Ai-r c„ A / v R Tom- ft-'' e- ,S e ' Trwsr LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. Quarter: Section: 2-3 Township: 223 NRange: CI 6 (This information may beund on your tax st ent.) ' C� 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, an • is the primary contact with the City, to whom all notices and reports will be sent. • Name: N • << c C cis �c, 1 /cer f t, !L 4- Address: ( 2CU &L v' Phone: 'WC Y 3 3- G (r-1/ E -mail: FAX: 26( -/-%3f -- 3Ge.S Signatur / T� ��� _ Date: pasr z ny me— SEP 0 3 2004 COMMUNITY DEVELOPMENT G:\ APPHAN\LANDUSE.APP \SEPAAPP.DOC, 09/11/03 • • City of Tukwila ESA Screening Checklist Control No. Epic File No. Fee: Receipt No. ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Fort Dent Way /Interurban Avenue Sewer Extension 2. Name of applicant: City of Tukwila 3. Address and phone number of applicant and contact person: Applicant: City of Tukwila Attn: Michael Cusick 6200 Southcenter Blvd Tukwila, WA 98188 (206) 433 -0179 4. Date checklist prepared: August 24, 2004 5. Agency requesting checklist: City of Tukwila Agent: AHBL, Inc. Attn: Wayne Carlson 2215 N. 30th St., Suite 300 Tacoma, WA 98403 (253) 383 -2422 6. Proposed timing or schedule (including phasing, if applicable): Utility construction is anticipated to commence in Fall 2004. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No, there are no plans for future additions, expansion, or further activity related to this proposal. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Environmental Checklist dated April 14, 2004 RECEIVED SEP 03 2004 COWVi ' JNITY DEVELOPMENT City of Tukwila ESA Screening Checklist 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. There are no government approvals pending for other proposals that affect the project. 10. List any government approvals or permits that will be needed for your proposal. • Sewer Line Extension City of Tukwila • SEPA Review City of Tukwila • Shoreline Substantial Development Permit City of Tukwila • Utility Permit WSDOT • Traffic Control Plan WSDOT 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. Section E requires a complete description of the objectives and alternates of your proposal and should not be summarized here. The project involves the design and construction of gravity and force main sanitary sewer for upgrades to the City of Tukwila's system. The project includes the following: • 2,100 lineal feet of 8 -inch gravity sanitary sewer in Interurban Avenue, running northwest from Fort Dent Way; and • 700 lineal feet of 4 -inch force main sanitary sewer in the center of the cul -de -sac at Fort Dent Way, running southwest to Interurban Avenue. 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. The project is located in the City of Tukwila along Fort Dent Way and Interurban Avenue; north of I -405, east of I -5, and west of the Green River. The project is situated in SE & NE 1/4 Section 23, SW & NW 1/4 Section 24, Township 23N, Range 4E, of King County. 2 • • Cihj of Tukwila ESA Screening Checklist 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? To our knowledge, the proposed project is not located in an environmentally sensitive area. 3 City of Tukwila ESA Screening Checklist B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Fla rollin; hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? The project route is generally flat with the steepest portion approximately a 10% slope near the intersection of Fort Dent Way and Interurban Avenue. 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. According to the Soil Survey of King County, the general types of soil found along the project route are Newberg Silt Loam. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications or history of unstable soils in the immediate vicinity of the project. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Trenching within the existing rights -of -way will be required for installation of the sanitary sewer lines, and will be backfilled with the same material. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Sediment erosion is possible during construction activities, but will be controlled through use of Best Management Practices. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No new impervious surfaces will be created as a result of the project. The sanitary sewer lines will be installed in the existing asphalt rights -of -way and repaved with asphalt upon project completion. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 4 • City of Tukwila ESA Screening Checklist Best Management Practices will be utilized during construction to control erosion impacts. 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. Dust and exhaust emissions from construction equipment are possible during construction. No additional emissions are anticipated after project completion then those already created by automobiles. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. There are no off -site sources of emissions or odor that will affect the proposal. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Watering the ground and truck washing as needed during construction will be done to control dust particles. Construction equipment is typically equipped with spark arrestors and checked for emissions on a regular basis. 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. Yes, the Green River is located in the immediate vicinity of the project. 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. Yes, the project will require construction within 200 feet of the Green River. Utility trenching will occur within the rights -of -way, in some areas as close as 45 feet to the river. 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. 5 • • City of Tukwila ESA Screening Checklist No fill or dredge material will be placed in or removed from the water body. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No surface water withdrawals or diversions will be required. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. According to the FEMA Flood Insurance Rate Maps for Incorporated Areas of King County, Community Panel Numbers 53033C0957 F, 533033C0959 F, and 533033C0978 F the proposal does not lie within the 100 -year floodplain of the Green River. 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. The proposal does not involve any discharges to surface waters. 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 ground water will be withdrawn and no water will be discharged to ground water. 2) Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste material will be discharged into the ground. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. 6 • City of Tukwila Screening Checklist �J f 8 No additional storm water runoff is anticipated with the completed project. The city's existing storm water system handles the runoff from the rights -of -way. 2) Could waste materials enter ground or surface waters? If so, generally describe. No waste material will enter the ground or surface water. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: No special measures are proposed. 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? No vegetation is anticipated to be removed as all construction activity will occur within the existing asphalt rights -of -way. c. List threatened or endangered species known to be on or near the site. No known threatened or endangered plant species exist 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: No vegetation exists or is proposed within the project limits. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Songbirds 7 deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? No vegetation is anticipated to be removed as all construction activity will occur within the existing asphalt rights -of -way. c. List threatened or endangered species known to be on or near the site. No known threatened or endangered plant species exist 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: No vegetation exists or is proposed within the project limits. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Songbirds 7 City of Tukwila ESA Screening Checklist City 8 Mammals: Squirrels, other small mammals Fish: Salmon, trout Other: b. List any threatened or endangered species known to be on or near the site. Endangered chinook salmon are known to exist in the Green River. However, no work will take place within the immediate vicinity of the river. c. Is the site part of a migration route? If so, explain. Yes. The site lies within the Pacific Flyway for Migratory Birds. d. Proposed measures to preserve or enhance wildlife, if any: Construction will be limited to the rights -of -way with no disturbance to the nearby water body or vegetation to avoid impacts to wildlife. 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. Electric energy will be used for the sanitary sewer force main. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The completed project will not affect the use of solar energy by adjacent properties. 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: No special measures are proposed. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. 8 • • City of Tukwila ESA Screening Checklist There are no environmental health hazards anticipated to occur as a result of the completed project. 1) Describe special emergency services that might be required. No special emergency services are anticipated to be necessary. 2) Proposed measures to reduce or control environmental health hazards, if any: No special measures are proposed. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? There are no sources of noise that will affect the proposal. 2) What types and levels of noise would be created by or associated with the project on a short -term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction noise created by construction equipment and vehicles will be generated on a temporary basis. No long -term noise will be generated by the completed project. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to the allowed construction hours. . Land and Shoreline Use a. What is the current use of the site and adjacent properties? The current use of the site is public right -of -way for vehicular traffic. Surrounding property use includes parks, commercial, and residential uses. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. No structures exist on the site. d. Will any structures be demolished? If so, what? 9 • • City of Tukwila ESA Screening Checklist No structures will be demolished. e. What is the current zoning classification of the site? The zoning classification for the general area of the improvements is RCM - Regional Commercial Mixed Use. f. What is the current comprehensive plan designation of the site? The comprehensive plan designation for the general area of the improvements is RCM - Regional Commercial Mixed Use. If applicable, what is the current shoreline master program designation of the site? Portions of the project route fall within the shoreline jurisdiction. These areas are designated urban according the City of Tukwila Shoreline Master Program. g. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Zero. j. Approximately how many people would the completed project displace? Zero. k. Proposed measures to avoid or reduce displacement impacts, if any: No special measures are proposed. L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project provides underground sanitary sewer upgrades for residents and businesses in Tukwila, consistent with the city's land use plans. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low - income housing? No housing will be provided. 10 City of Tukz. ESA Screening Checklist b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low - income housing. No housing will be eliminated. c. Proposed measures to reduce or control housing impacts, if any: No special measures are proposed. 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? No structures are proposed. b. What views in the immediate vicinity would be altered or obstructed? No views will be altered or obstructed. The completed project will be located underground. c. Proposed measures to reduce or control aesthetic impacts, if any: No special measures are proposed. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Temporary light or glare may occur during construction hours. . b. Could light or glare from the finished project be a safety hazard or interfere with views? No long -term light or glare will be created by the completed project. c. What existing off -site sources of light or glare may affect your proposal? No off -site sources of light or glare will affect the proposal. d. Proposed measures to reduce or control light and glare impacts, if any: Construction lighting will be directed downwards to limit glare offsite and will only occur during allowed construction hours. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Fort Dent Park is located north and east of the project site. 11 City of Tuk• ESA Screening Checklist b. Would the proposed project displace any existing recreational uses? If so, describe. The project will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No special measures are proposed. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. There: are no known places . or objects near the project site listed on these registers. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to exist. c. Proposed measures to reduce or control impacts, if any: No special measures are proposed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project will involve construction within the existing public streets of Fort Dent Way and Interurban Avenue. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? King County Metro currently provides transit service along Interurban Avenue, with multiple transit stops located along the project route. c. How many parking spaces would the completed project have? How many would the project eliminate? No parking spaces will be eliminated or created. 12 City of Tukz•ESA Screening Checklist 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). Upon completion of the sewer installation, the public roads of Fort Dent Way and Interurban Avenue will be repaved with asphalt to their pre- existing condition. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No vehicular trips will be generated by the completed project. Proposed measures to reduce or control transportation impacts, if any: Traffic control will occur to minimize impacts to traffic flow along Interurban Avenue. g. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. No special measures are proposed. 16. Utilities a. Circle utilities currently available at the site:Iectricitf €tural g)vater7 refuse service, f elephone anitary 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 involves installation of new sanitary sewer lines and service provided by the City of Tukwila. 13 City of Tukwza ESA Screening Checklist C. SIGNATURE The above answers are true . . co that the lead agency is relyi • g %n Signature: Date Submitted: the best of my knowledge. I understand ake its decision. 14 • City of TukOla ESA Screening Checklist F. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS The objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the foregoing items of the Environmental Checklist. This information provides a general overall perspective of the proposed action in the context of the environmental information provided and the submitted plans, documents, supportive information, studies, etc. 1. What are the objectives of the proposal? The objective of the proposed project is to upgrade the City of Tukwila's sanitary sewer system through the construction of gravity and force main sanitary sewer in order to provide adequate sewage to residents and business owners in the community. The project includes the following: 2,100 lineal feet of 8 -inch gravity sanitary sewer in Interurban Avenue, running northwest from Fort Dent Way; and 700 lineal feet of 4 -inch force main sanitary sewer in the center of the cul -de -sac at Fort Dent Way, running southwest to Interurban Avenue. 2. What are the alternative means of accomplishing these objectives? An alternative means of accomplishing the objective of upgrading the sanitary sewer system from Fort Dent Park would be the installation of a new 4 -inch force main from lift station No #6 through a King County levee adjacent to the Green River and running underneath four sets of rail road tracks associated with the Burlington Northern Santa Fe Railway, (BNSF). 3. Please compare the alternative means and indicate the preferred course of action: The best alternative for upgrading the sanitary sewer system for Fort Dent Park is the installation of a gravity sewer main in Interurban Avenue South. The location of the gravity sewer main in Interurban Avenue South allows sewer to be located in an existing city street, however removed from the Green River levee and the Burlington Northern Santa Fe (BNSF) rail road tracks. This proposal is the most cost - effective and provides the least number of permitting challenges. 4. Does the proposal conflict with policies of the Tukwila Comprehensive Land Use Policy Plan? No. The proposed improvements to the City of Tukwila's sanitary sewer system are consistent with the city's Comprehensive Lane Use Policy Plan. 17 City of Tull ESA Screening Checklist 5. Proposed measures to avoid or reduce the conflict(s) are: There are no special measures proposed. Continue to next page. 18 City of 1 ukzvila iSA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: /O Applicant Name: 01 T- Street Address: City, State, Zip: Telephone: �� y �:2 — ,'7 5' cti 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 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. a 0 - Continue to Question 2 -0 YE - Continue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to Question 3 -0 YES - 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 YES - 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. 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 res onse. NO Continue to Question 6 -0 YES - Continue to Question 6 -0 Part A (continued) • City of 1 ukwz1;SA Screening Checklist 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. ease 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 wa er mark is covered in Part C. Please circle appropriate response. Continue to Question 1 -2 YES - 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 YES - 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 City of l ukwila LSA Screening Checklist • ropriate response. Continue to Question 2 -0 (Page 2) YES - Continue to Question 1 -4 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. 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. , se circle appropriate response. NO Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in t - fall. Please circle appropriate response. 6 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. )Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. • NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) City of 1 ukzvz,SA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled tgtenance. Continue to the next question as directed for each No or Yes answer. V Will the project involve the direct alteration of the channel or bed of a watercourse, the Green /Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes temporary and permanent modifications. Please circle appropriate response. N - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green /Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green /Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. • Continue to Question 3 -3 "" " - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of • salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 - 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. tDContinue 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 l ukunla 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 skould answer Yes to this question. Please circle appropriate response. O Continue to Question 3 -6 YES - 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, (NO) icularly waterfowl. Please circle appropriate response. Continue to Question 3 -8 Y 'S - 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. - Continue to Question 4 -0 (Page 2) YES - Continue to Question 4 -0 (Page 2) • • 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 • ei " '6 ` Casf ^ (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 d� ' the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at t 'MC v S' ANCV S so as to be clearly seen from each /'�• , -of -way .primary vehicular access to the property for application file number E O G — 0 b / J 0 I1 - 0 6 2 - I herewith authorize the City of Tukwila or its represe dispose of the sign at the property owner's expense, if not re fourteen (14) days of a Notice letter. ative 9' : ove and immediately ove a� timely manner or within ,� Applicant or Project Manager's Signature P I On this day personally appeared before me I a e I P C (5 i c K to me known to be the individual who executed the foregoing instrument and acknowledged that hetshe signed the same as his/..hervoluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this 2nd day of Fe-brt ary 2005 SEPA_APP -VU 1/2303 NOTARY PUBLIC in and for the State of Washington residing at Renton My commission expires 6-1 6- C g .*. CITY OF TUKWILA KING COUNTY, WASHINGTON FORT DENT INTERURBAN AVENUE SEWER EXTENSION CITY PROJECT No. 04-SW02 CITY OFFICIALS MAYOR STEVE MULLET CITY COUNCIL JOE H. DUFFIE DAVID FENTON JIM HAGGERTON PAM CARTER JOAN HERNANDEZ DENNIS ROBERTSON ACTING CITY ENGINEER BOB GIBERSON, PE DIRECTOR OF PUBLIC WORKS CITY CLERK JIM MORROW, P.E. JANE CANTU CITY ADMINISTRATOR RHONDA BERRY TACOMA • SEATTLE 2215 hodn 3091 61rtot Sligo 314 T.:1mA WA 48463 25128324V In 316 Oaideld At.n.o Sculk 50111 320. SAW IVA WM 235.2672425 ia OCTOBER 2004 t LEGEND 5144+51 1UKWILA 5 110TH 5T LT 5 157+0 ST rr 100' 5 152+0 R PROPOSED CRANTY SANITARY SEWER OUT SCE 113.111114 YN IUEPIQ 41 RISER CATCH BASIN POW DRAM NN GAS YAM UM= SHOAL BOA SANITARY MOT IM • SDI IMA117 1E11ER 411100 155101 YE1FA POSER WJ111 WILE TONQ • OIAN MDR FENCE IOW EERCE CONTOURS SIM DRAM ICE RA1LR LINE CAS ONE SANITARY SEVER HIE -•■•ss•.-..... 111FP110+E IRE 540 OPOC IDE DNRIIF40 10 ER UICOitRORID POSER PAYNE:NT P450IT - - - RIGHT-or-WAY 111E - - - - -- EASEMENT ICE 019+ IRE - TOP CC BANK GENERAL NOTE& 1. VICINITY MAP NOT TO SCALE CONTRACTOR SHALL NOTIFY 1 -CALL PRIOR TD ANY EXCAVATION OR PO110UNG. (1 -800- 424 -5555) 2. 00511145 UTILITIES, ARE LOCATED W11HIN CLOSE PROXIWTY TO THE NEW UTIUTES THE CONTRACTOR SHALL CONTACT THE VARIOUS U11UTY COMPANIES TO COORDINATE CROSSINGS TO 5INSOI1 110 POTENTIAL UTILITY CONFUCTS. PROTECT D051155 UTIU11ES DURING CONSTRUCTION • 3. ALL FENCES, SIGNS, PAPER BOXES. ETC. THAT ARE REMOVED OR 015115BED AS A RESULT 00 CONSTRUCTION SHALL BE REPLACED IN THOR ORIGINAL P0910N. ALL MAIL BOXES SHALL BE TEMPORARILY LOCATED TO PROVIDE CDNTWUOUS 50 54CE CONTACT THE LOCAL POSTMASTER FCR RERISTALLATION LOCATION OF MAILBOXES. 4. 114E CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THAT NNE E0STW0 FACIUIES R0JAIN Ft/U.0 OPERATIONAL DURING ALL STAGES OF CONSTRUCTION. 00015+LOW3 OR SURCHARGES OF UNTREATED SE15'AG0 WJ1 NOT EE P- v"tMIi1TD. ME CONTRACTOR SHALL DE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR TEMPORARY (MASS PUMPING INCLUDING TEMPORARY POWER SERVICE AND CONTROLS. 5. A PRE - CONSTRUCTION CONFERENCE SHALL BE NEE) PRIOR 10 THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF RECORD DRAWINGS. SEE SPECIFICATIONS. 7. UNLESS 01110111150 SPECI0ED, AL MATERIALS AN3 WORKMAN5111 SHALL 90 IN ACCORDANCE W1R0 THE REOUL4EHENTS C+ 111E WASHINGTON STATE OEPARI5/041 OF TRANSPORTATION (1500T) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION, 2004 EDITION. B. PRON60 CATCH BASIN SEDIMENT BARRIER FOR ALL EXISTING CATCH BASINS WNW WORK UNITS AND FIRST CATCH BA9,1 DOWNSTREAM DF WORK UNITS, PER DETAIL Q, RDAOVE 81101 CONSTRUCTION LS COMPLETE- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 DATUM REFERENCE NOTES VERTICAL NMI 1929. PER THE MCANDREWS CROUP. LTD. H090050AL• PER THE MCANDREWS CROUP,110. WASFONCTON STATE COORDINATE SYSTEM, NORTH ZONE PER HORTON D0N45 & ASSOC., WC., RECORD OF SURVEY, SHEET 4 OF 6 PREMARK PER THE MCANDREWS CROUP, ETD. TOP CAP OF FIRE HIT/RANI (TUN (35) BEING THE CAP NUT AT THE NORIH9DE OF 5 14401 5T EAST OF THE INTERSECTION BIM INTERURBAN AVE. (+550) N 176053 65 E 1288855.50 El- =2115 ]B4 II FOUND MONUMENT IN CASE AT THE INTOISECTION OF INTERURBAN AVE S AND FORT DENT WAY N 173105.19 E 1290301.02 EL=35.52 lBM n MONUMENT NORTHWEST OF 111E FIRE HYDRANT LOCATED EAST OF THE INTERSECTION OF INTERURBAN AVE. 5. A140 S. 1491H 5T. N 174638.97 E 1289226.40 EL =20.20 BASS OF BEARING PER THE MCANDREWS GROUP, LTD., MONU40415 ON THE CENTERLINE OF INTERURBAN AVENUE SOUTH FROM HIGHWAY ENGINEERS STATION 7I +50.10 (TNG PTJ64) TO HIGHWAY ENGINEERS STATION 76 +77.17 (TAG PTI61) WITH A BEARING OF 52123'301 PER HORTON/DENNIS R.0.5. BOOK 38 OF SURVEYS PACE 186 1HR0110H 186 -6 . CITY OF TUKWILA PUBLIC WORKS DEPT. -EN G INEERI N G- STREETS - WATER -SEWER -PAR KS -BUIL OING- VI 004. d.av,.d Croon Wa DAW .A.a.d cart) •" P P.01 O. TWO 54 no • ' 0251115 PANLdT ..._._._..::.: ,0600 BARBRA 1001 RATER IRIS 5ANTART SEWER FORCE NNW PROPOSED SANITARY 5 041 FORCE MAIN SHEET INDEX SHEET N0. SHEET TITLE CI.01 GRAVITY SANITARY SEWER PUN k PROFILE 51k 9 +40 TO 51k 144-60 01.02 GRAVITY SANITARY 508140 PLAN k PROFT5E STk 14460 TO STk 19450 01.03 GRAVITY SANITARY SEWER PLAN k PROFILE 51A: 19+50 10 STk 24 +00 01.04 GRAVITY SANITARY SEWER PUN k PROFHF STk 2440D TO STk 28 +00 C1.05 GRAVITY SANITARY SETTER PUN & PROFILE 5Tk 28 +00 TO Sik 31 +00 C2.01 SAMTART SEWER FORCE MAIN PLAN & PROFILE STk 49 +40 TO STk 53400 0202 . SANITARY SEWED FORCE MAIN PLAN & PROFILE 5Tk 53+0D TO 51k 56 +80 C3.02 100000 •SCAITLC LOCATION MAP Y• 181' FORT DENT INTERURBAN AVENUE SEWER EXTENSION COVER SHEET co.oi1 file no 203637.10 no Oslo revision, d 09 SHOWN dote ote 10/21/04 ca nye rsolio covt-R NT irC-115 ••• 1.8q1.11, 1.16.8 SD 4.JX.5.2'114 cr 2097 IE 15.96 78 CAM IN SW E 16.46 18 CNN 411 S E 16.31 111. CUP OUT N 1E 17.01 18- CUP 91 NE GRAPHIC SCALE • 10 70 MINI =MOM 1■11•1•111•11 (Di F00) I hub RD 04. KEYNOTES DRADIACE MDR ILEVATDE AOL NTERPCLATED FROU SiNVEITED DAM azvAnoen or upsum AND DOVISTRWE S10UCTUP23. 1156 CCNTRACTEN SHALL 104150 STOW DUN= KENT ELEVATORS 15 KassAity. ISTE 2-(40) 043MLUD 51A: 70030.201104 (X) SANCTA UK 020111ACTOR SHALL MATCH KEW PMEINNT TO 0070600 MACE 10 00840 DAMN 10AN91154 0401 0611 PEED SUE ALL MIES AC DOOMS Ot PMENINT IN INTEKRBAN AMC S. TO 6E UNCUT MAY BE 77' tour. DE CORRAL= SHALL FIELD SUET DE PANDIT DICErvF C) GUI= 110700404 UOLITY cc.axt POEN ID commucnow. COITRACTEN 9011 =ATE THE COSTING UM UTE 003 POTHECE TO DElletHE 17 TICE P01000440 541117940 5650 NU. SE 14 SEE 0011111 HATER SERNCE 6640 111110040 409407940 5650 OINNSDIC PER MAL CORM= MI RECENSTRACT THE WATER UNE TD MeD TIE POSED SMEARY OCR r CONFLICT WI =R. 0 CCNTRACTOR SHALL RETIOW EOSINS LANDSCAADEC AND Fevia 64-01440. 75. 0 MOW 64 sAom RPE 111 TRDICHES PMEIEHT RESTERANN PER DIM A ASSEMBLY \ i 9 IE 19.53 8• CUP E ••,•. .6-14 46 • "•• a 7 lc 401 INTERURBAN A •..- ■ 1 I WALL 1..10* EN. 1 i I ■ 1 1 1 - r=4.1131T. : I , ■ ; I i . ' I I I • ' i . • . . • I , * -- .-----;-- ..... — ' • R t ; I , • . . . : _ ..,,,,gg•-•-gi 1 . . . • . • . . 9•T —cF • Icy 1 , , - • . : sar...v , • s9=--- - i . . • ._..., 1 . s • ...tqn 2811.-...,2 • , ■ • s III , • • - - ILI .,'=!-- I. ;WEN CRANTY STIER UNE P-fr-,,-I - .42....!-:-. 1 -an ...... ; , • • g • ,, •., , VI5es5 1,21._ g E 1 • = •....1....1... •....*.s.• . n i ,._ _ ,..,..: _z:•.-..7,.. .,,`2..."-.4 . R°." ......7.= I i ! OM Nriiiii d4,1%■1;htie •.:61" . 1.5 1' ; GS ..2w ' _ . ■ . tn- —Tr --'1 E ....--P16-C1 1 -:- r - - - ul 20 - 16 1 Litaimmanumagemaimasimmosisimumarbibilabiumiliiirwirmegiroveimaili LLI,ir • cc ircup u u • EX trap so; 1 Ex▪ : 8.00 SD .191 LEACSS 0 CODS 1 lo 11- • U CP01141 SURFACE arvitow • 61.0416 IEW CHANTY SE1410101E • -- 2_0.0 122 1.1 ESS 0 0-50Z----•"- . i • . • , • . . 1 ! SWINW 0. ISTAIP B 41 rSS 0 0305 cosri. SURFACE .ELEyATIEN.ALDHC - • • (11 106000 SEDER UNE 52 60 411 0 nit ccovuor SNAIL MAE WU Emma ne COSIDIG weer snot itmaicu. ma Now NEN-9110040 GROUT 0 APPROHMATE MEM 00 COS1910 WATER UNE MY CITY OF YUMA A5-107.70. O STEW MANAGE INVERT autos ARE 14100ELA1E0 FROH SURYEED INIEITT ELEVATIONS EPSTEAli AND DOPHSTREAU STRUCTURES THE ODOM= 91A1L ADAM 5105,690456 MERE DETANINS IS NECESSARY. CO, PPE 2-4461 STA: 1243911 MEWED FER DETAL S6— 0 RONNE AND REFUEL casamc SOL O ROWE 6" PIE 9DE SEDER STUB RON tars' snet FOR MIK COMECON PER DEINLG • NOTE I I '3 I I _ 3 DO lf a' SS 0 0.50A 28 01014 40700 )14403 9AID.R1 AtA21.72t • (2:31 E.14.54 /5403 - PR 111510004 • E.14.46 ' 14+60 14+40 13+60 12+80 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STIRIEETS-WATER-SEWER-PAFIKS-BuILDING- 12+00 Sr eat Oran Owned RAJ .0 .• do bh nu DAN r 11+20 TACOMA •SCATILI 1/0.1.111.11.1.■ 11•1"1,1■. WS. 00Wili 9/21/95 1 fOre15 10+40 9+60 1. SAISTARY MYER WARM. suu.ow-ur PER MM. AIL 56681940 0750 POES 9141 BE PVC UNLESS 01)104656 61104.175 100 14(0 PLAN CR EETAELS ink CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FORT DENT INTERURBAN AVENUE SEWER EXTENSION GRAVITY SANITARY SEWER PLAN & PROFILE STA, 9+40 TO STA, 14+60 [cum Ole no 203637.10 ne data revisions scole AS SmOWN clot/. 70/21/04 'SCALE. r•21i-NORL --,1 t W . I \ ` •\• .1• V� Nl• $ \` \ y\ z4 i I \ _ -L \i 44''01 ,.:` + ] 1 Al ©I 1 t —_ _L2__1_2.._ CULVERT C$ TYPE 1 OPEN GE 23.46 IE 21.66 12• RCP N � 21.86 12• RCP 5 C9 nvC GE24.7 6' 21.71 12' CAP N. it lU4N -1l 6.6& NW IE 20.36 12• RCP N /E 20.61 12' RCP 5 c$ •TYPE 1 CE- 24.65 -, • IF 20.99 17•. OMP. N IE .21.23,12' •CUP. 5' • • . 1E[E7tTNf• • , t NANNOLL Cf3 ..d SO - SD . SD 40 12' CLIP, IN• S' .'1 1.77' a4P4dfl, W - 12'NP _ 24 y - - - - -- SD SD. '4r, 21.33,12: •CMP.'N•, SD. 7171, ,1. - 'IE '15 61•.6 " -•PV4 'S, 0U7 (NOT. USED), .kv1:66`41; PVC'MN {NOT U6ED1•, '` \ • 16 U • r Q , E 12 19 = [X1sL�c SIRFA1 ILEVAIION AIONC - NEW GANG Z261 UPE % ribs °'Pww 'J INTERURBAi','A\E... -. i .. E. 17.51197' CAPPED 'E-not. `. .. . J 8 ; .. --: C9 TYPE 1 GE 24.73 2 27.45 8- PVC W lE 21.06 12• CUP SE 17PPC071/ • OFR VMS I TOGA 2.9'X4.5 to Z GRAPHIC SCALE • E IN rat) l loch . 00 LL KEYNOTES Q 0 MOOR 10 C016DIUC1101 at gNIRAC1Ot SMALL PoMOE W 2 MERCK IF 16 ODSARO r SN6URT SEWER AID 1>f MOM r SAMGRM SEVCR IDL BE CONUCT. NORM ENOB1 6 CDNUCT WU CO M. IF Cana O036LS 1070 0 47RA6TOR SHAH OJT TIE COSMO e• SN67ART SEVER IJNE AND FRONDE CON ROE RDIS FOR 0001 177E 70 A M. 12• Ca la SAIKUT UNc E94TRACTOR SMALL 110,101 NEIL PAIE1m11 TO 0451)171 GRADE 10 WM SWAM 1RA4SINN. NOT OR AND SEAL All !RIMS DIE 140ME1S OF DC PA10D41 N MERMAN AVE. S TO BE SMUT NAT ti l2' 10 tr. TIE 06W0110 91A11 MD Goan 110 PAVDENT 11000IES& O BOOK & BADOILL PPE N Dt04OES P67101071 IES-D RA604 PER 4D DEIAA A Nar © CONIRACTDR 94)11 PROVOS A CONME PWG FOR POY 10 110 EA51, 16171 12• DFD14 OS CO6RACTOI 91)11 O(1107! ME IUNOAE s CAE stem AND 164 36 DC STRUS07PL 1707 fRCUT. ME 0065*C= 91ALL MERE ANY DAMALID PA1DU71 AND 4UTO1 NEW PAY0I011 1D E461NG GRADE NOT TAR NO SEAL ALL JOINTS © 11C CO7TRACIW SMALL MOVE ME FLAP CAA A10 ALL DEBRIS FROM 107E NA ICAL 16 CONRACTDR SNAIL FRONDE A WNC9ER PLUG Fat DE PIPE 10 711E EAST. IDL 24. OEM. 0 O .__zj{28 NOTE 0 iii `J_ - -__�_ 'El.: .74 --� -- I a000 _ _' L_ — ____ ^._s_ °_.. .._. ... 24 - ___________________________ - ____ -- ------ - - - - -- 11 1 ! N Y — °f 40o u e D D ]DA FRONDE 6• PVC SOF SERER SRC FROM 'err snot UK OR MORE 00160604 MA DOTAL • • I 1 n 6• !)6 7.(1451 L'L SANTARTO LJ . I I • 19+20 18+40 17 +60 CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING - STREETS -WATER -SEWER-PARKS-BUILDING- 121521 SEWER -PARKS -BUI LAIN G- 16+60 T. c it(A IMle y INMAN O. 0Anln5 12 1. SAITART SEVER MMNOE1941J10W -46• PER DEWLG. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 KEY MAP SWi r. sOG' FORT DENT INTERURBAN AVENUE SEWER EXTENSION kii GRAVITY SANITARY SEWER PLAN & PROFILE STAN 14 +60 TO STAN 19 +50 Ct.02 Me no 203637.10 no ow. revisions scale AS SHOWN dote 10/21/04 • I . _.. .. _._ • .. _. COOK: SURFACE EIEVADON _.._. .R. NC NEW GRANDY SERER UNE- -.. : _... ....... 1 .. .. ... .. ...... .. • ....... .. ........_. ._. ...... .._. _._. ..-_L..,. .._ _. .._ ... .._ ..__ .. _. _....._. . ... ... .... _. .... ._ _..... . -. ... .. a• E 19+20 18+40 17 +60 CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING - STREETS -WATER -SEWER-PARKS-BUILDING- 121521 SEWER -PARKS -BUI LAIN G- 16+60 T. c it(A IMle y INMAN O. 0Anln5 12 1. SAITART SEVER MMNOE1941J10W -46• PER DEWLG. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 KEY MAP SWi r. sOG' FORT DENT INTERURBAN AVENUE SEWER EXTENSION kii GRAVITY SANITARY SEWER PLAN & PROFILE STAN 14 +60 TO STAN 19 +50 Ct.02 Me no 203637.10 no ow. revisions scale AS SHOWN dote 10/21/04 E t CO. • �pE / . A DM '1' Do.'fne N O j Y ~ co : _ � W '. W N a1N, :no oorin9 od Nine'. CB ret 8'X4.5' SO • i GREEN RIVER MGM MATER LINE 05 -05 -04 E `i vg tBR TO E2•Sg 12, pAP IE q7. 55 24 • • a BIZ; i • i n 1 MUG SURFACE ELEVATION &CNC I I �YE8 cum k80R LINE FJiI I I II i 1 I • 1D I • 1.1 i • . - -- CROSSING 8/ 16'RCF_s0_,.. - (.2523 • • II I . u 110 IF B'PVrdi 050 24}00 INTERURBAN AVE. S. r :Chit•..;'= 2o'.HDRL.:I i S :mow .§ary Iwo.. -- -- -...._.- -'- •-'-- -...__.._ .__..,__..._:..- - °-- °° -7%-4, 0051080 SURFACE ELEVATION J__...-stoic - E13 804T1-IIw2-LNE-' ...:-' I NC If 8 PVC 0 0 500 123if SY3000502 23+20 22 +40 21 +80 CITY OF TLS PUBLIC WORKS DEPT. -EN GI N EERING- STREETS - WATER - SEWER- PARIS -BU ILDI N G- 0.1• designed VAT Man 0811 endked IMO I* no Ya▪ w • /Immo DEBOIN ice•• • A`�5 =`i. =C 20+80 20+00 08 19 +50 GRAPHIC SCALE (N FII7) L IO0L - to 8. KEYNOTES QSAFAVT -AE Cb11RAC10R 9110. 111,101 NEIL PAYEYENT 10 E105030 CODE 10 D1080 910013 13133808. 1101 TAR AIM SELL ALL ZEILS. 13E 1M00ESS 01 DIE PA5DE/R Di MERMAN AYE & 10 BE SYSWT Ye BE 12- ID 1B'. M 001I11IACTOR 91ALL 55035 11E PA113E111 TIDIES O BEDDOICCBBA0D11 PPE N MODES PAYE)0R 30503013/8 PER MAL 0 comma 91111 P1101EC1 E 51185 R1AL O A PRIMATE LOCATION Of MONO It OA= LDE PER on 08 M113 AS -80.02. NOTES I. 5010ART SEYHR YAIAIOIE. Tin 1 -45' PER Df1AL rtlY 2. 5A111ART 50325 MIMIC 91Au.ow -431 PER COAL G. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 FORT DENT INTERURBAN AVENUE SEWER EXTENSION GRAVITY SANITARY SEWER PLAN & PROFILE STAE 19 +50 TO STAE 24 +00 no 0.1. revisions rc1.oi Ills no 203537.10 so Ole As SHOWO dote 10/21/04 /0 r • • .".y bow,*. - • , W.11•■■■■■■■■ • .;.'ii--,..:::., , •1:•.i,•- ,_...,-;....,......:„_,. •_; ..: I i i ; 1 ; i .'• 1.. . , „,,,„,,„:•-,• • ,. • ,:• 74..:-.47; 77' : - ' . ' : ' .. ' • • . • • '7.--/-,-,--,---!1., !!?!??!: L.; -, - ..•:- Q.J..-. : , ■ :” i : 1 , ! I i • TAg ..., , . ,...;., .„,..,..;,...4.,,,,,.....,. : , . ; , : ,,,,,:■7 i i , • :-.' •'''."1-- .' LII-": / --;:i-Z.1764 '''a;.....i. -,4;:4•4.:,.,,; _ — • .. ..:..1NTERURElitN:AVE:..7St: !.71-77 ' '-•-.:H!,•*-,,:;:i., , .:•,;,,,... j 7...477".-/I Ill .,-E.r.-.,'.1.,. • ' i : ,,...i..: % I, •,,,•f•!-.•• :'7-''; ilt;......T.t:,-;',-4c4.;i-i..,:4•-1-,:-=••,•1-77.147- • , ., - --- . - • ...; s''';:i ' ' III' ;'..i-i•..i,f.,.',i,,'4..•:'■",:,!:.1./':,.',/,/;;':;1:!:;;,;',i, '71• ' i . ; . ----.7...-; • r; W. • / P41a/i1/ eottialin-7 7777 ,, t:1. " ' • . . . , . , . • _ _ : , • . :.nr0173*L0-: • • . • ::-...'''' Z• - • • ". GT 35.31 •. . -- - - • - --. M -IT 4)47 12 Pyc OUT-S- _ _. - - • 40 m53 ; • 6 i • 1 1 L 32 ii-----Ex;%2 Pvc SD ----;1-1----4------- 1- 6 ; U - 1 303 U PK 0 OSO% 1- uJ (L) la 20 . Lcihi ; • _ CB TYPE. 1 GE .14.8.1 IT 32.43 8. CUP OUT NW INTERURBAN AVE. S. ..0. i 1 ,..,:., .,..— . n...1.4 / MOM SURFACE ELLYAHON AL= . . KW GRAM SEM UNE -t1'• ; 1 : "Z X • DO -..:.....7...- — — 1 l' I I, • 1 C _ I 1 . I Li' • 217 tf 5 PK 0 0307 .• • la Z 3 LE 3I.00 12 GUP OUT WW IT 31.1 8' OIP IN St M 7-10REEN ROO N IGH WATER DC 05-0S-04 r(30' -ns • FR. o SO St • • comic suarat ntvin3x 0 • 111 LI efqt 0 0 0 26+00 27+20 26+40 2.51-60 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGIN EERI NG-S'TREETS -WATE R -SEINER-PAPICS-BUILDING- by 0o1 agato ..kwd .01 .0 prej d7 WS AS fiwel bk na 12 24+00 GRAPHIC SCALE ( ) 1 lawb - 00 II. KEYNOTES O SACO UHL CONTRACTOR 9416. 1U1IN DCW MOODLT TO DIS1V1D TRADE 17) MOE SWOON 111109104 NOT TAR 160 M. All SIMS WC woos OF THE PACICIff 11 DilERULUDOI AYE S. TO BE SAP= ILLY BE 12' TO 18. DC CORRACTOR SHALL VTRET 1NE PAVDIDIT ACCOCSI • BEDIVM4BACKLIU. PPE 14 ISENCTES PA004141 RI3171IAIKIN PER . O CONSIACTCH PROTECT MTN WALL 0 olitrammt =mei 17 eosin 12 1141711 LOC re car at LOOM AS-HULTS. NOTE 1. PAW( SEDER mew. TVE 1.-43. PER 07IA149. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FORT DENT INTERURBAN AVENUE SEWER EXTENSION GRAVITY SANITARY SEWER PLAN & PROFILE STAB 24+00 TO STA1 28+00 Cl. 0 No no 203537.10 revisions scole AS SHOWN dote 10/21/04 (7 A, • IE 27.7, 8' VCR Sri- OW.JAka 1////1 ' I / / ' 1 / P Ilp VA111 r. .. I15.t2,•. uc 83504- CB 719E GE 35.37 if 31.32 14• RCP 5' kCB OPE .GEJ0.91 . tE 27.82 12' RCP N,'•:.; : IF 2802 12" PVC OUT'S • 'aloe: ear:(Iyyj. IL 2038 12 ,.0..F S 10 2948 B. PE Kr • !/i • i , W. '1 TRAFFIC SIG BOX i 4.2X1.471611 TRAFFIC SIG, BOX PN7• 'AU 7'X2 0 Jf4 5 N CB 11'PC 1 �-�w 15'X2 r. CE A.96 E 3214 72' OP S L'B rms. 1 CB TTPE 2 1.0. 5.0' GE 3270 GE 32.54. OP ELT7 IE 29.07 12' PVC IN N IE 29.54 12' OP Sw 0 28.97 72 PVC our s • fE 27.94 1r PVC N • Sp .' /89:,414: / I , • I■TERIUR13■ '' lA gEe�I'�, "'�l� I.1 /,r '1 1 1 rr>lo 4011. N4+e l ' 11 -1'. i rh l r,1 i :07 f I i 1 i % l l' ; :/ l I / 3 isss LS Se E r, • I! i i• j 1- 44540 r • II 1 1 1471 f_• 132 -! 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S ..:.' 0007W0 RLWALY avocet AIDNC.NENJ2UnTL SEN97.LOO _ -_ -- tau NOTE 301-11 re-PVE 030.1 1 Z J 1- IQ 510/0 SURFACE ELEVATION . ..._._ .. _. 29+60 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- CB EN G I NEER I N G- STREETS - WATER- SEWER -PARKS -BUILD ING- by Pole e•lth.e Wi Prom A dud.. JC wol -.9 Prof al, 9d9 ek no Mt lion 0© 79004/9 `` =`f-`( dig. Of [a..3 8/11/05 28+00 GRAPHIC SCALE (0+ MT) 1 Imo • 10 0. KEYNOTES CO PRIOR TO 0061000009 DE CONDUCTOP. 9011 P01NOE 113 1E113090 F THE DTS1910 12 5107/8 0(1870 L AND 11E PROP0700 r SANITARY 0088 OIL BEN COMEL 110107 INOWE01 F Monti Ill 0000 • SMOLT 19E CORRACTOt SHALL .9A704 I6W PA113011T 10 00515,0 GRADE 10 0190E SMOOTH 1RA1/9104 NOT 711 NOSED. 91.1..1:9115. DE 1NOOE55 OF THE PAVEMENT N N70tU4*NI AK. S ID BC SMUT MAT BE 12' 10 111'. 154E COORACIOR 9890. WIPn DE PAW DOOMS. O BEDOI!C t IMAM PPE N warm PAWIINI RF370RA101 PER OETAQ . 0 APPROe149TE 10011ON of EIOSTIK 10 WATER UK PER Ott CEP 11NREA 13- 970010. OS OFT, PLUG AND 1.114001 =AC SWTART SETER PPE 10 1E NORTH. THE P111C DOLL BE C01o21L 1E 0301RACICR 9411 CORE 0141 REOUW81 100 0151110 MANP1E, AND PROVIDE NON -94bM CREW. © CDNIRA0701 94911 REPLACE 510' ours AND GLOSS TALKS N -010 AT 1170 08501 5 40001104. 1. FENCE MAN 0O/NEC110N TO NEW 72" 099/7491 5E700 .90107(49 PER 00Wt CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 FORT DENT INTERURBAN AVENUE SEWER EXTENSION GRAVITY SANITARY SEWER PLAN. & PROFILE STA1 28 +00 TO STAE 31 +00 [c1.o; Me no 203637.10 Glow. re.7sIom scale AS SHOWN Dale 10/21/04 sof 7q� N) O 15' U0L/7} CA PER Ar Z4 p79070S ROI If 3 e. KP E_W emt YAULT 6 Yt' J� �T �e$p 94 4. h92 e- RCp S 7P.rAI/LT I? 1AA"). fA�/ENT AA"). PNR VAULT TORS' CCM SC. 1'EL/LT 6.51%.4.6- • C'Ag 5:l'S:1'J75TI ',me MAULTT:r3. 40 36 • !V U 32 IW...... 1 FORT DENT WAY IW ' ■ W E ONS SURFACE ELEVATION A1.00 _ 28 4171 • . r N W U AMiT SC7AR LINE ; 729 if 4. Opp YAN SC4LE•.1•- 16-H011 .,1•- /11401..: CS 111417 If 19.75 77• NOW D, g >r GY �E • • -. - -- - I I II I 20 __.. 1 417. ('V955 — EDSDNO SURFACE OEV.TIa ._. ALMS NEW.ORAMTY SE',fA. Ltd • 1 J 1. EX Una, 33_lf 4...r.10[0 YAM e ,I II I te SERVE( ; II sa LT 11 op .I1.. - 13 17 1by I e� o1 I I a 6 ;� , _. .1_ - 1u li_._.......... II 1� I i I I I• '� � I I 1 41x P5F � �i-- „ =_ —�I I r IIANI I - -, I:-_ -�jt3 1 I _mot` .V' 1'1 I_ 1 r -1 1----4-",4---11._ OL 1e .119 SD I 11. -- J I --1 I I r — I I ILL REP591 I I I. J I I 1 -J _..;. U U- b( -- 40 36 SEA 30+011.110 N 17310033 (1) a-1# BEM (III (1) 151700 (Y.0 (2) OONOt7E 014051 elms C10041:41 to C 51041 SWAM' 341700 EOtEE Wit PLUG AND ABANII 0751010 001161RFAY 11010 MAN DI RACE (SEE NOTE x) KEYNOTES GRAPHIC SCALE (q Tar) I Reel - 1S tL OO 910001OR 90LL ?ROME A 0144440 OEIRANCE Q 19 -11015 RIVED 11E SANITARY RVER FORCE 11449 2.10 111E OOSTNC /IRE 01101111 DERMEE UK. F 19 -190105 0tARAll10 001 16:111E MANED, PRQM0 A 20 17 F' 01P 941190 AROYRC THE SAIOTART SEDER MCC YAM RACED OK WIRD UNTIE 005190 FIRE HYDRANT SEW= LAE O SAILOR LOit. CORRACIOR 1941 W1M NE4 PAYMENT 100 caw CE14DE W (MK 54001E IRAN1DOIL NOT TAR AND SEAL All =OM k BAOME1 PPE N MUCKS PAS04JIT RE310RAUDH PER mut O aroma o- 141 0051190 SANITARY SEER FUME MAN PER Ott OF 10004'0$ -09111 POOR 10 10IS1AYC054 1441 0541000109 91441 P0110I1 TD 0(1170041 DE OEVA1101 CF DE =NC SWUM SETOR FORCE YON. 1141 OEVA110N 10 D41 8444,09D SMART SE M 10910 YAN SNAIL 0E 4033011 TO =KC/ TO DE 41705010 SANITARY SE71[R MICE MAIL 32 NOTE - 28 1 6: ill z ........ ... -. -- cr7iA11 49+60 49 53+00 52 +80 52+ CITY OF TIJKWLLA PUBLIC WORKS DEPT. -EN GI NEERING- STREETS - WATER - SEWER- PARKS -BU IL.DI NG- t L C * S Ars `--c • OWLO So Iwo, Pap IWW. MOW IP 24 12 40 I. COI0t1E 'MOIST Oma4 PER DETAIL O 1 P004 TD LDINID7110 ID 141E CORK 5AN(010 REFER MCC YAM, 114E /ER SANITARY SEXY IOR10 YAM 91111 BE 195170 AND APPROF95 BY 1141E 017 OF IU0RA CO2;ECD1 10 111E (051K 10110 MAN MAT OCCEIR ONLY BETTER DE POURS CF 1000 PY MO S:DO All CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 KEY MAP SCALE r. SOD• FORT DENT INTERURBAN AVENUE SEWER EXTENSION SANITARY SEWER FORCE MAIN PLAN & PROFILE STAE 49 +40 TO STAE 53 +00 PO wt. revisions C2.0 012 no 203637.10 stole AS SHOWN dole 10/21/04 2/ OC2 68 1£ 21.96 16" RCP N 1£ 20.98 16" RCP N 1£ 24.05 16- RCP S PM? VAULT 1( 20 96 18" RCP 5 Q 24.16 18• RCP 2'XLJ• � 27 446122" RCP £ P6Pt VAL9.l 2X1.1' N /c .4io,Val..i /prop • • SSMN 0/5 (48" CONE) N1Y 20.16 10 78.66 8" PCP (-W 10 2201 12" RCP N !1 FORT DENT WAY 'scu r;20•:MORL 40 KEYNOTES GRAPHIC SCALE I IN TUT) 1 loch - RD M1 O1 0OI1RACT07 961 PROVE A 104■6 =PRO= 0 111-PICKS 6E1VE01 M 51411787 SteER MICE WIN AID VI WTFR we AT 01059NCS 1E 11 -40755 Cr CLEARANCE CAN NOT IC 0011060. PROVIDE A 20 75 6' EP ALEML mom 11E SANTART SOWS rum WAN. PLACED 07 124007 MM DIE WPM FIRE MIOIWI? =WI UM D S61CU1 UHL OOSDIACT07 961 13007 1QW PAV0@I1 TO 00504: GRADE 10 E691RL 900004 IRA1610017 NOT IAA M10 SEAL ALL ANR p IDDONO a RN7CF01 PPE N TSENOOS P6VOm1T IES1OU1101 PEA DETALA. T OI 7041166704 514711 AIICH 04E P60P007 4" SANITARY FORS SIM 10 Max Pa 6" or 4URA5Q MM WE COMM STORY OUNW1 LNE PROVIDE WS1CAL 1NRUST 610075 POT I 1 • 046 APACE E.07107 47 61047 N1E 011417 SEOERLIE • -r_7147 I i ----- 1 • r 7514 •? °- Le 1'WQ Have D _ 6 ��6 W 0404 S lNC I Iyyy -_ sutra .4 __ -I ----- _ E.1 • a- a; .1 .1_ 11.411404 11.411404 w:0FA0E4T � - °-' - - . I I Q IMV v WATERI I UK VAMAN w Owen 241 - .777 r 4 pp - -I r - -- II -- �r- - - - - - - - OI 0. 32 F.. W: � 28 41; W 111 W 141 141 24 D 1EV1 72" 56NTARY WIEA 641115E PER OETAC © C041UC1EA 96.11 REPLACE STOP BARS AID d04WAUCS N -075 AND AT DIOR 0751046 =ADDIS O7 APPROVWTE 500010N Or =VC RAMC 17OPS 11re COMACTOC 96117 4OYE AND REPLALi LIE 1RA1T0C LOOPS NOTE L CON0ETE 04771;71000010 PEA OETAI:®j . CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 J1 16• - -- 56+80 56+00 CITY OF TUKWIIA PUBLIC WORKS DEPT. 55+20 54+40 53+60 53 +00 KEY MAP SCALE: 1'. SOO' ti• . -.. <•R.'1 D©QE3 TACOMA • FORT DENT INTERURBAN AVENUE SEWER EXTENSION SANITARY SEWER FORCE MAIN PLAN & PROFILE STAE 53+00 TO STAE 58 +80 -E N G I N EE R I N G- STREETS- WATER -S EW ER- PAR KS -B U ILIDI N G- �w Ili a r - e eels revisions C2.02 Ole no 203637.10 SCO1e AS SHOWN dole 10/21 /04 2 2 [a. 6/2105 1 3.5' 107. BAWL. PM) AREAS AND 611101 RATE CRITES 51R0AC5G 1114 COME. RSDAi. 9- 03.9(3) 95i 0010ACRO4. 6' HOULE NETS GRAVEL BA001111DR ' PIPE 207E REDONE PER NID01 9- 0312(3) 9SS COMPACDON 24. IAN. COMIC PAVEMENT 1 PAVEIONT PA101 MOO(E55 041X111 0E TRENCH SMALL BE IS R E70S1NC PASE1k11T 11004ESS (13 a 0) SEE NOTE 1142. W. (RAHtt GR 10042E MAW '--P00 03 SPLICED ON PLAN OR SPECS MEL 1. N B0FAI0BAN AK 5., PAV0101T PATCH 11D00B3S MINH THE 100110E 91301 BE 12' 1104*164 10032E00 BEDDING & BACKFILL PIPE IN TRENCHES PAVEMENT RESTORATION NOT TO SCALE SEE MAIECE IRALE CELLAR OETML- 6/5.3.51. 2P MANHOLE FRANC 0601 COVER SEE DETAIL -4 /0301 PO.YPRCPILENE SAFETY STEP STEP 5E MAT. 3/27.01. 5' N9L 3' ION MAX 21' FOP. 40' MN. 0' OSANITARY SEWER MANHOLE, TYPE 1 - 48" NOT 10 SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 444049E SEAT POLYPROPYLENE SAFETY STEP NOT TO SCALE COWERS SHALL NAVE THE VORD 15008 11 2' 04045 LETTERS 11404 USED N CO11EC113N PETE SANITARY SEWER NSTALLATIC75. OR *mar 4WEN 94 0:0NEC101 1114 5117101 ORAN NS1M3A104, C0 NAM' NON . 5+ CON ECOGR 0404 POTABLE. HAIFA DI51BUTI04 3/B' 210 SECD07 A -A DUCTILE 0404 -6100 LOOONC 005171 MNNLM won 150 LES. 110E FRAHE 10 BE GRONRO N PLACE. 5ECn00 11 -0 DUCIIIE OOH FRAME WOW %%H1 210 LDS O24" MANHOLE FRAME WITH COVER NOT 10 SCALE CITY OF TUKWHA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 2 1/2' ENGI N EER IN G- STREETS -WATER - SEINER - PARKS -BU ILWI NG- by eel. e.0Ignw var me.n SAW c4.15.4 s oral .no Prof ee Ale AL no 5.l ft] GO TACO.. rar E 119L IC MAX PRECAST CONCRETE REM PRECAST CONE SLC101 ROTE-N -SEW 24' HEAL 24' BANIOIE FRAME MiH COVER 3E EETAL- 4/0501. 40' 0441 ROM ROBBER GASKET Y 00001 Al ALL 400110. PR19R0P(5D0 SWETT SIB, SEE DETAIL 3/C1111 ACCESS DETAIL NOE ACCESS DETAL DOES NOT • APPLY 10 SMALLER RA6N0E5 INSIDE DROP (NN 0.1' VAX 4.51 C 101 . .6 ' . 4 RAVEL FO NDARON G 1r 1044. J . CHANNELIZATION DETAIL a 1NER SISTER PRECAST 1110 1101101E BASE SECTION PRECAST BASE OACCESS, CHANNELIZATION & STEP DETAIL NOT TO SCALE &WRAC! NEA1 IRE swans SMALL SE SEALED AT 1SP NTH AR 4000 W CNhR ITEM S410. CONOTETE CUSS 3000 W/NRE 11E91 1129 a 1129 a 6.6 PAYED AREAS MANHOLE FRAME COLLAR 1401 1O SCALE PPE MCND al 3' EDE SERER PLUG PER 1E 94415)0.4111541) COSMIC GRADE 6' PVC MARCA MTH WATERDRLT PLEA: 45' BCD CM 6' 140E SERER ME HEW 6' TEC 6204 SANITARY SEWER mow SIDE SEWER STUB DETAIL fVNPF 900 5E404 114 OTHERS 6' WATERTIGHT PWO PIPE BCDONL 6' Wfc NOT 10 SCALE FORT DENT INTERURBAN AVENUE SEWER EXTENSION DETAILS C3.01 0He no 203637.10 .0 at. .0 isl0na Acole AS 0NOWN 001e 10/21/04 RAC'2003%20363 Z3 PLUG LOAM CROSS TEE R/ RUC TEE R/0 PLUG BIND BAHCE DR 9Y111JR 0410 PPE C 45' BEND '! 221/7 MID NOTES: 1. 8640*00 AREA OF CONCRETE 1NRUST BLO H BASED ON 230 PS PIBS4NE AND SAFE Sol MARK LOAD Or 2.000 POLNDS POT SOUAE 0001. 2. AREAS SHALL BE AMSTED DR OTHER PPE S715. PBES4190 AND 500. CONDIBOMS 3. MINE B*DCHNO SHALL BE GL51 N PLACE ARD NAVE A YNIRRI OF 1/4 SOME 1410r BEARNO ACNHST 1140 RTOXO. 4. BIRCH SNAIL BEAR ACA031 MRCS 12Nl1 AND SHALL BE PEAR C XI11S TO PO081 1ANNC UP OR OIPUWRNO OF 30017. S C24IRACIOR SHALL INSTALL BL000N0 A05coA1E • 10 N11STAND FULL TEST PRESSURE AS 1,101 AS TO COH11650UAT WIHAAND CPFRA1)09 PRESSURE 111001 All moms cc 5FRMQ. 0. I142151 BLOOM 6 COWERED 1D ACT AS A SPREAD DMZ 1)ERF0OPE 4)0045 OF BE004 9)013 85 ECUAL TO DR 1ES THAN 1/2 THE 00.111 FROM TNT GROUND SURFACE 10 11E 19.00CS BASE 7. THE country O CONCRETE DEPEND UPON THE MINIM 8_TAEEN IC PPE AND THE 15IDE511.156EO 50L L ALL 1OHRED 551 4lit PLASM San BEFORE =CRETE 5 POURED. 9. AT HO TINE SHALL CONCRETE BE ALLOAED 10 COVOE XBITS, BOLT HEADS 0R NUTS @CONCRETE THRUST BLOCKING NOT 10 STALE 111 /P MD 1)0051 8001 - TABLE LPL BEARIIC AREA =W51 UIDISRIRBED SCL ADAPTER SKIRT (FOR A PERFECT Fry) 4I' RETSEYAI STRAP 1010101E FABRIC DA R10R (TO 51PAS PEAK STERN MAO) 24• 09*8DIT AMUR LATCH PRIME CATOl RASH SEDDIDO P90100110; 91111 51PLJILUARD BASH 44001 pool EROY TOSS DNVRCHYD)TAL DR APPROVED ECM CONTRACTOR SOLI 4ENNM CA104 13A5N 4DI15ENT BORER AT 115 COIPE1ON DE CONSTRUCTION. 2 OCATCH BASIN SEDIMENT BARRIER 405 10 SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 MORO CATCH BASH 224 DETAIL 891401 SEE NOTE COO PER NE11 6• DP SANITARY Sfl0R SEE NOR 1181 3 L C9410ACIOR SNAIL DDLCUS 4 1NE POP.BOH CF THE COSMIC STORY O89N11Z Lill 15501 TIE CATDI BASH. 90*451MAN STRUCTURES THE COORACTOI SHILL AD.UST STORY CEANACE WART 5LEYA1g16 AS 8(0.0820. 1 111E CONTRACTOR SOIL PROVDE 20 U OF DUCTILE IRON PIPE (5. 62) PTACLD ON 4WD 411 THE arm BASH. PROM ROIAC =PIHCS AT THE 0914(0IIDXS TO PVC S8ITARY SERER PPE 4. DE TRATE AND COYER STALL L BE 50107FD SUCH THAT ACCESS 6 PHNOM 10 ME DOT= OF THE 0110001UOE AND CONFLICT MS NOT OLEUR 9411 PING CB 81, TYPE 2 48" OVERBUILD, STAR 10 +30.30 AND STAI 12 +39.81 ONOT 10 sum HOLES 1. CONCRETE ENCASE SNNARY SE1ER ENE 20 FEET 01 CENTER NTH RATER UTE F TERE 15 UM THAN l8' CLEARANCE 2. PROP. 15 03NSTRUCI6N TEE CONTRACTOR 94401 P00101 TO 001p0YNE F 145 DELTAIC RATER N01 BE IN CONFLICT 911H ME P9CP05E0 SANITARY 5E7f0 045• THE CONTRACTOR SNAIL RECENSIRUCT 010 COSTING VIM 1D MUD 1440 PROOSED SANIARY 101ER F COEUCT NU. MDR. EXISTING WATER AND PROPOSED OSANITARY SEWER CROSSING N01 10 SCALE CITY OF TUKVVILA PUBLIC WORKS DEPT. -EN GIN EERI N G- STREETS -WATER -SEWER- PARKS-BUIIDING- by del. P.IVn.d Ns born DAN chocked X: P•.1 ..9 pnF h t.0 1k no O ® O OI s O U y -fr -1 moos cop z • mand ACCESS CNANNEUZATON 8410 55EP OCTAL 5/03.01 24' NANNOLE FRAME WITH COVER. SEE DETAIL 4/C3.01 ADJUSTMENT SECTION 4B' TOP SLAB COVER POLYPROPYLENE SAFETY STEP SEE DETAIL 3/C3.01 S' MIN MAX PIPE DP/AMR 21' PRECAST BASE OSANITARY SEWER MANHOLE, SHALLOW-48' NOT 10 SCALE 11 MN. GRAVITY SANITARY SLYER ERN PAW FUN 091EA T- 114E 1 -72' SAMIARY NEVER N094OE MNIYW OF ONE 0181 5TNC11 OF DTP.. O. 52 CUT OF NMR40E CP mono 115 GRATER. ro°A FORCE ILVN IRON N053 —7 ' 1-4' 1011 0041 HAY 1. SEE DEl4*. 5, 9791 03.0: FCC ACCESS. CHATNEUZA1101 k 51EP OCTAL 2 ALL DUC15E OCH PPE 410 FITTINGS SNAIL BE WED NIX PRAY =MT. 1 THE R410IOR HALLS CC NE 6ARNOIE SOU. BE OWED 5119 RAVER PROTECTION AND PER SPEOF15ARTNS. O rt-t FORCE MAIN CONNECTION TO NEW 72" SANITARY SEWER MANHOLE Nor ro 5111E Ices. 0/27/05 FORT DENT INTERURBAN AVENUE SEWER EXTENSION DETAILS n. Nolo revisbns C3.02 MC 110 203637 10 scale AS SNOwN� We 10/21/04 A B c D E F C H 0 by FNCTFq ` +� / z ��� '�AHT rJ�` , °NFNT O O �oP CITY OF s --".86,1 4s O RENTON 1 e�RC' P yQli O Ill FORT DENT 2� O � NGT °� N °R fRN R �UN9ON P CONSTRUCTION ACCESS ROAD. � A CoC O ' FosTE- .oLF LINKS PROPOSED INTERURBAN ' n ___ . c - FORCEMAINS FORCEMAIN O O O O ■ Bu CONNECTION POINTS �,- �1 ' , RCIN ?. G C208 C210 '' 41 _--- 'ROPOSED TUKWILA PROPOSED oe. TRUNK INTERURBAN SEE DWG G101 PUMP STATION GL� SEE a C301 REEN RIVER a5`). BRIDGE DWGS S201 -5210 ."' C209 j�� INTERURBA ``o DISCHARGE • .�, STRUCTURE / F °A' T O f DWGS S211 —S213 HT pA �.� °A C202 -0 ,. - Z (,� • ,1 -IJ C203 r , � - C213 CONSTR CTION C214 INTERURBAN AVE SOUTH VE ICLE ACC / .4-0U MAIN 1%ii -A"K R * 40 s CITY OF 3 �y 47, TUKWILA W in/ 74..,Akii,e4 N A �£NU£ SOU la- ilL■ Ty ')1L111611,11 Alklill6k AaL N\ / ... .. .. ... liEi a 2 q . C201 =APPROXIMATE LOCATION OF DRAWINGS C201 — C212 CALL BEFORE YOU DIG: 1- 800 424 - -5555 13449;1 HDR Engineering. Inc. And Associated Firms atwmx ol�.`p �� ® M EQUALS LE are s ED °W.s`w+:TON Ci oim.raE smfa, •ahN me +a' •a¢°� HDR DIR DESIGNED: Municipality of Metropolitan Seattle ' ; METRO DATE � �� 1992 DRAWN: CHECKED: '� SCALE: t' —TSIt' AUCI TRANSFER /CSD PROJECT SOl1THERN TRANSFER /INTERURBAN PROJECT INTERURBAN FORCEMAIN SITE PLAN FILE N0: 4NOaA. ��, G201 AS RECORDED REVISION ECS 6/97 CONTRACT No: w/F3o-az No. REVISION BY DATE _ win J SHEET ND: Dr 47 18i ENGR A B c D E F C H 140 3I0 130 W.1 I 11 V) 1201 N N o wo salt: 5 p 29 + --050E 5 MIECT, R '-Xi4 064 5 i 6 •~ O °' m 0 04 TR DS T JT BENDS BEND OG L 118 EEN RIVER BRIDGE eet 2 TA 24' 2221 (AP) JT B 3.2+2:::18 21E RESTR JT BEND 1-1 STA 32+ N 0 N U STA 33 +00 SEE DWG W Z J 03 (AP) 2P 4 20 w FEET (1" °' 201 NOTE: UTIUTY LOCATIONS SHOWN ARE APRROXIMATE. LOCATION AND ELEVATION SHALL BE VERIFIED BEFORE CONSTRUCTION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 ..rr J 0 a� N In ri J J LJ > > Z OZ 1n tea.. 10 1 ro APPROX VACUUM VALVE • N C!1 t0' REUSE:WAjjk PATH -ELEV 2 -24' : FORCEMAINS 11...... 1 TYPE- A BACKFILL 1 -16` REUSE. WATER 2- 24'.:F.ORCEMAINS 0.0044 :FT /Fr t -16". REUSE:WATER 2 -24' FORCEMAINS 1 S':*' :Darn t0':FT/FT ...... . 28+00 28 +00 AS RECORDED REVISION ADD - ADDED "TYPE A BACKFILL" TO PROFILE STA 27+50 TO 27+75 No. A REVISION • EGS 6/97 TAJ 6/93 BY DATE B HDR Engineering, Inc. And Associated Firms • TRENCH: :7C7- SEE: :DETAIL.: C; :DWG : C215 .ALL• STATIONING IS. CL OF AUGNMENT. FOR 29 +00 C D THE :PIPELINES :PER 30 +00 azw1 °ETAR too ® U COWLS p. GS)* JSfm 1N7) wo■•MES l a7N■n! Ma a gD OM v1v31.1701 m- OMGIMR 1131p1 Moats ZOE • EHGR HDR E FOR::PIPING: IN :THIS"ARE�A SEE: DWG5 : S.Q9 AND :B2 o DIR • 31+00 DESIGNED: ALL DRAWN: LLB CHECKED: 4B RECOMMENDED: 32 +00 isrMETRO SGA4E T ALi 1 TRANSFER CSO PROJECT SOUTHERN TRANSFER NTERURBAN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE Municipality of Metropolitan Seattle 1 " -201H, CONTRACT N0: ARaROVEO , �� 1►/F30 -92 • H W z 140 130 120 110 2 d6 4497' DATE OCTOBER 1992 nIE N0: 40A DRAWING NO. C206 SHEET NO OF 53 162 2 0 \ \ \ `98` 00o* Pv4 o`` „oK R�vER (0 0 N 140 0 130 0 W N 0 120 0 M \ SEE C DDS 5201 -S208 FOR BRIDGE \ STRUCTION AND DWGS 520 FOR PIPING ON BRIDGE 2TA 1 45. RE -16' 45' RE \ 106 2. 116 • �2�1 * 0 0. a• 0 ,P COMBINATION AIR VALVE AIR ELEASE VALVE 0 .o .o DRI IVER N a n mN O SIP' T A- 4 5 S sip N V -16 4 ,o *: >► • 6• ` * * FLOODLIGHTS FLOODLIGHTS 0 0 FORT DENT PARK ALL WORK IN THE PARK SHALL BE COORDINATED WITH THE KING COUNTY PARKS DEPARTMENT AND SHALL CONFORM TO THE REQUIREMENTS OF THE KING COUNTY UTILITY CALL BEFORE YOU DIG: 1 -800- 424 -5555 P.IP.E . ......... ......... PERMIT. 10" REUSE WATER, 1— 110 Q NI100 J APPROX: RIVER 100 YEAR FLOOD 19:6 2- 2.47.... F.ORCEM AI NS ..... ......... ....... WATER :SURFACE:ELEVA:TION:102 0 10:'58 "AM;:8 /2/91 71 1. L__J _0 •— J 1JJ.W =z Lu- _.z f N 0.M FEET (1' = 20') NOTE: UTILITY LOCATIONS ARE APPROXIMATE. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. _GROUND UNE 1 -16' REUSE WATER 2 -247: FORCEMAINS : : S 0107'FT/FT • 16' REUSE WATER 2 24' :FORCEAtAINS S 0.00 FT/FT 90 I-▪ I FOR PIPING IN THIS AREA 2[00 SEE DWGS S209 AND S210 BED TRENCH : ■C" ::SEE DETAIL .C, DWG: C215 34+00 35 +00 38 +00 *ALL STATIONING IS OF AUGMENT FOR THE PIPEUNES PER JFg No. AS RECORDED REVISION REVISION A r EGS 6/97 BY DATE B HDR Engineering. Inc. And Associated Firms • wawa IIFAN°?ZWI.I®}D• VAC/ 03.(ADTU:STED Coa®•ro • mwDm IRE wm 0 vmWOO CO- 0,011•I[ S T1EY IPM W■ OR 21 21 21 ENGR HDR 37 +00 38 +00 DIR DESIGNED: ALL DRAWN: CHECKED: LLB dB 6 %META0 Municipality of Metropolitan Seattle 4 3 140 2 130 120 0, 110 39 � ,34498 MTt: OCTOBER 1982 RECOMMENDED: SCALE: 1' -20 H.1' -10Y c v ❑ 'E • APPROVED: CONTRACT N0: W/F30 —a2 ALKI TRANSFER CSO PROJECT SOUTHERN TRANSFER NTERURBAN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE • FILE NO: 40A DRAWING NO C207 SHEET N0: OF 54 162 1 5 4 • BNRR ''I O N 0 16• RWR 0 00 0 TEMP FENCE ■ CONSTRUCTION EASEMEN ° ° INV. 12 "CP 110.48 CALL BEFORE YOU DIG: 1 -800- 424 -5555 N N.-N 20 D 20 40 — — FEET (1' - 20 NOTE: U11UTY LOCATIONS ARE APPROXIMATE. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. I. 1. O 140 N - 130 0 w w N 120 O O 110 1 -16' REUSE•WA'TER 2 -24' FORCEMAINS S = 0.00 f'TfFT 1 -le": REUSE: WATER 2 -24" :FORCEMAINS S..=...602:FT/FT TRENCH ::: ■Cm. : SEE :DETAIL C,DWG: C21 5 40 +00 41+00 42 +00 43 +00 44+00 45 .ALL STATIONING IS E OF AUGNMENT FOR THE PIPELINES PER MATCHUNE STA 100 5 1. AS RECORDED REVISION EGS 6/97 No. REVISION • BY A B DATE FER HDR Engineering, Inc. And Associated Firms V- C O OEVATIDN oD AR 103 CECL 0k O3.(OAS11D 1■]) CEOwow,a • WIIIMOS I ED Ala IC ON IIMRI■i'T ON OI°IMT[ emu NORM I MOWS NCR HDR DR DESIGNED. ALL a METRO Municipality of Metropolitan Seattle 134499 DATE: OCTOBER 1892 DRAWN: LLB CHECKED: JLB RECOMMENDED: SCALE 1'- 2014.1' -101/ APPROVED:,,�.�� CONTRACT N0: w/FJ0 -92. ALKI TRANSFER CSO PROJECT SOUTHERN TRANSFER NTERUR8AN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE V V FILE NO 40A DRAWING ND. C208 SHEET No: OF 55 182 MATCHLINE STA 45 +00 SEE DWG C208 PROTECT EXISTING PARALLEL 1 FORCEMAINS THIS AREA O = 1007'44 - R =500. CONSTRUCTION EASEME a a U W W N O A = 09'49'28' 16` RN'- 0 R = 500.00 L = 85.73 " o CONSTRUCTION EASEMENT -1 N Iw 0 FORT DENT PARK / Iv 114 I NOTE: UTILITY LOCATIONS ARE APPROXIMATE. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. PROTECT••XISTING PARALLEL 12" •FORC MAINS'THIS AREA rts CALL BEFORE YOU DIG: 1 -800- 424 -5555 20 Q 20 40 FEET (1' =20) APPROX:INVERT ELEVATION 110 2 -12 -SLUDUL•tUHCEMAINS GROUND UNE IO N 140 I ) 130 113 NW w JU) 120 1 O 110 1- 16'. :REUSE :WATER FORCEMAINS S - 0.01422.FT/FT 1 16' REUSE :WATER 2 =24' •FORCEMAINS S 0.00-FT/FT TRENCH..7C7 SEE DETAIL: C,: :DWG :C215 46 +00 No. AS RECORDED REVISION EGS 6/97 REVISION BY DATE HDR Engineering, Inc. And Associated Firms A V 47+00 48+00 49 +00 50+00 *ALL STATIONING IS OF AUCNMENT FOR THE PIPEUNES PER DEVAIEN O .OR 100 ®. LIDAWB MTiW su tL -14977i U.7.C! G.3J AAOTKO 141) LGOmV • MAWS NM 1•311•310411•1 CO- 011011441CO- 011011441I O TWOS MOM ME MDR DIR DESIGNED. ALL DRAWN: CHECKED: UB JLB . af17ETA0 Municipality of Metropolitan Seattle cn 100 RECOMMENDED: SCALE: 1'- 2011,1' -10V ARwRDVEO:,,,,. CONTRACT No- W/F30 -92 ALKI TRANSFER CSO PROJECT SOUTHERN TRANSFER /INTERURBAN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE 34510(; OCTOBER 1992 FILE N0: 40A DRAWING N0: C209 SHEET N0: OF 56 182 c O 7 E F G H 1. 5 SEE DWG C209 O O 11) AT &T ma c T 1- T V MOOT 96r AT &T T 0 ^ate • �..� .�...■� • rarer 5+00 -"rA HiN W ZI 1 140 0 .. .. N U! 1303[[ 0� W W 120 ' I 0 0 + 1101— 0 e— CONSTRUCTION EASEME0 PERMANENT EASEM- T STA 52 +00 8" C. NECT10 P01 16" RWR PIPE 1 -16 X 8 TEE FL(' 1-16" BFV FLG X 0J 1 -8' GV FLG X FL ■ 1 -16' FLG -X MJ NAPTOR 1-8" BF AND BL PROVIDE RESTR AS RE 16' RWR W III FORT DENT PARK ALL WORK IN THE PARK SHALL BE COORDINATED WITH THE KING COUNTY PARKS DEPARTMENT AND SHALL CONFORM TO THE REQUIREMENTS OF THE KING COUNTY UTIUTY PERMIT. CALL BEFORE YOU DIG: NOS` 1-800-424-5555 UT1 TY LOCAT11 S ARE AP ROXIMATE. L41 'LIONS AND LEVATIONS ALL BE VE IFIED BEFORE CONSTRUC GROUND LINE: 20 0 20 FEET (1'0,20) ......... ......... +00 SEE DWG 1 N W z 1= U F- la !,41 N 3 0 W N 120 O I 0 N r< 1 N H az 52 +00 I- 16..REUSE:WATER 2 -24' FORCEMAINS S d '0.00 FT/FT 53+00 1 -15' REUSE WATER 2-44'.: FORCEMAINS $ a' 60431 : PT/Ft TRENCH :: "C ": SEE : DETAIL :C,: :DWG: :C215 54 +00 +ALL STATIONING IS C OF ALIGNMENT FOR THE PIPELINES PER TRENCH: TRANSITION 55 +00 56 +00 140 130 AS RECORDED REVLON No. REVISION A • EGS BY B 6/97 DATE HDR Engineering, Inc. And Associated Firms 1 DEVATIWI .00 100 ®. MUMS SEM SEA lAELl USGO C-UADA SO[y 1•7) C00000441E1 • KAMM ME _ED 1311 1•1101011311 CO- MOWS SITU NMI ZONE HDR DESIGNED: ALL DRAWN: CHECKED: LLB JLB oa a177ETA0 Municipality of Metropolitan Seattle 110 100 5 I► 0 RECOMMENDED APPROVED: 1'- 20'N,1' -10'V CONTRACT NO. w/F30 -92 V ALKI TRANSFER CSO PROJECT SOUTHERN TRANSFER NTER$J AN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE 134501 OCTOBER 1992 FILE NO 40A DRAWING NO: C21 0 SHEET No: OF 57 182 OI W 120 W O O . PROVIRE:.OROUT.:PLUGS 110 + 11) W go Z J 1--� TRENCH: :TRANSITION 80 Q MATCHUNE 00 SEE DWG C212 TUNNEL TO TRENCH TRENCH TRANSITION, SEE A 4' PIPE:TO:VALVE VAULT fROM•RWR CL Et. 121.80 a": PIPE : TO :VALVE VAULT.'FROM:EACH FM CL EL: 121.80 {i6 RW. 2 039F? JACKING PIT m FENCE ALTERNATIVE 8 STA 59 +21.55 36" CASING INV EL 117.60 24" CASING INV EL 117.77 1 -16" RWR INV EL 118.10 2 -24 ": FM:' INV ':EL :118.10': 44'— US SPRINT 0 SPUR: UP 9N BN TRACKS TUNNEL TO 34 a 1- V1 NOTE: UTIUTY LOCATIONS ARE APPROXIMATE. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. 20 4 20 40 FEET (1" = 20') CALL BEFORE YOU DIG: 1 -800- 424 -5555 RECEIVING PIT GROUND UNE T ...2 -.12 ". 00 = 24" SEVER' FORCEMANS .&• •161 REUSE • WATER ROVIDE GROUT. PLUGS 0 36" &:24." CASING' (ALTERNATIVE' "8 ") PRESSURE FOLLOWING ALTERNATIVE B 1 -16" REUSE WATER 224" FORGEMANS S - 0.00 FT/FT WATER 2 -24 FORCEMAINS' S — 0 0028 : FT/FT GROUT CASIN CONSTRUCTION 160 LF CASIN 1 TRENCH TRANSITION TRENCH : ": C:":: SEE: DETAIL: C DWG : C215 M 00 58+00 AS RECORDED REVISION EGS 6/97 ADD #2- DELETED ALL REFERENCES TO "ALTERNATIVE TAJ 6/93 A" FROM STA 57+00 TO 62+20 No. REVISION V BY DATE HDR Engineering. Inc. And Associated Firms A B V 59 +00 60 +00 .ALL STATIONING IS It OF AUGNMENT FOR THE PIPEUNES PER EILVRIGN OM OR we CM. MILS KEW SZA tnn.uns U.SCi OS(IDJUSID 1TN7) COOMIORMI • WIDOW NS O�1 1111 NORTH UM HDR DIR 61 +00 DESIGNED: ALL DRAWN: ' CHECKED: LLB J.9 82 +00 :METRO Municipality of Metropolitan Seattle 140 130 120 110 134502 �RE RECOMMENDED: APPROVED: SCALE 1 "- 20'H.1 "_10V CONTRACT N0: W/FJO -92 ALKI TRANSFER CSO PROJECT SOUTHERN TRANSFER INTERURBAN PROJECT INTERURBAN FORCEMAINS PLAN & PROFILE OCTOBER 1992 FILE N0: DRAWING N0: C211 SHEET NO: OF S8 182 5