Loading...
HomeMy WebLinkAboutPermit PL10-010 - CITY OF TUKWILA - ANDOVER PARK EAST WATERLINE REPLACEMENT / SHORELINE SUBSTANTIAL DEVELOPMENTAPE WATER LINE REPLACEMENT PLIO-01O L1O-01O, E1O-006 City of Tukwila Jim Haggerton, Mayor Department of Community Development NOTICE OF DECISION TO: City of Tukwila, Applicant City of Tukwila, Owner King County Assessor, Accounting Division Washington State Department of Ecology Jack Pace, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: L10010 Applicant: I; PROJECT INFORMATION City of Tukwila Type of Permit Applied for: Shoreline Substantial Development Permit SHORELINE MANAGEMENT Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: The City of Tukwila's Public Works Department has submitted a shoreline permit to replace and add new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced within an 18 inch line from Tukwila Parkways to Strander Blvd. A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River. All work will occur within existing, developed right of way. No work will occur waterward of Christensen Road. Sections 23 and 26, Township 23 N, Range 4 E, WM E10-006 Tukwila Urban Center II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). BM Page 1 of 2 H:\Developments\Public Works1L10-010\NOD Type 2 Shoreline.doc 05/05/2010 10:45:00 AM 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206-431-3670 0 Fax: 206-431-3665 • • Decision on Substantive Permit: The City Community Development Director has determined that the application for a Shoreline Substantial Development Permit does comply with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision based on the findings and conclusions contained in the staff report. The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. III. YOUR APPEAL RIGHTS One administrative appeal to the Shorelines Hearings Board of the Decision is permitted. Any person appealing to the Shorelines Hearings Board may raise certain SEPA issues as part of the appeal to the Shorelines Hearings Board. Appellants should consult the rules and procedures of the Shorelines Hearings Board for details. IV. PROCEDURES AND TIME FOR APPEALING The requirements and procedures for appeals to the Shorelines Hearings Board are set forth in RCW 90.58 and WAC 461.08. V. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the Shoreline Substantial Development Permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon Miles, who may be contacted at 206-431- 3684 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period unless an appeal is filed. ace, Direct partment of Community Development City of Tukwila BM Page 2 of 2 05/05/2010 10:45:00 AM H:\Developments\Public Works\LI0-010\NOD Type 2 Shoreline.doc City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L10-010 Applied: 02/22/2010 Approved: 05/07/2010 Expiration: 05/07/2012 A permit is hereby granted to: CITY OF TUKWILA to: Replace and add new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced within an 18 inch line from Tukwila Parkway to Strander Blvd. A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River. All work will occur within existing, developed right of way. No work will occur waterward of Christensen Road. Upon the following property: Address: 6300 SOUTHCENTER BL TUKW Parcel Number: 0003200005 Section/Township/Range: Sections 23 and 26, Township 23 N, Range The following master program provisions are applicable to this development: Tukwila Master Shoreline Program Development under this permit shall comply with the following conditions. This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the project as approved and any conditions thereof. CONSTRUCTION PURSUANT TO THIS PERMIT MAY NOT BEGIN AND IS NOT AUTHORIZED UNTIL TWENTY-ONE (21) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY (D.O.E.) AS DEFINED IN RCW 90.58.140(6) AND WAC 173-14-090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN TWENTY-ONE (21) DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED IN RCW 90.58.140(5)(a)(b)(c). Pursuant to RCW 90.58.180 the decision by the City of Tukwila to issue this Shoreline Substantial Development Permit may only be appealed to the Shoreline Hearing Board. Appeals must be filed with the Shorelines Hearing Board within 21 -days from the filing of this permit with D.O.E. as defined in RCW 90.58.140. For more detail information on appeals, refer to RCW 90.58 and WAC 461.08. 5 -')-?.SID Date: Jack P f e, : ecltir epartment of Community Development Construction or substantial progress toward construction must begin within two (2) years from the effective date of the permit (the date the permit is filed with D.O.E.), per RCW 90.58.143(4). SHORELINE NARRATIVE FOR THE ANDOVER PARK EAST WATERLINE REPLACEMENT PROJECT NO. 99-WTO3 A portion of the scope of the Andover Park East Waterline Replacement CIP within 200 feet of the Green River is to install 1100+ LF of 10 -inch pipe in Christensen Road and 3 fire service lines to the existing buildings at 112, 116, and 120 Andover Park East. The waterline begins just north of an existing Seattle Public Utilities (SPU) 60 -inch waterline at the end of an existing 8 -inch waterline on the east side of Christensen Road and continues north to an existing 10 -inch waterline running east west in the cul-de-sac at the end of Christensen Road. The 10 -inch waterline in Christensen Road is proposed because the existing 12 -inch cast iron waterline in the sidewalk on the east side of Andover Park East is being replaced with a 16 - inch DIP waterline on the west side of Andover Park East and the existing 60 -inch SPU waterline location and depth prevents the three businesses on the east side of Andover Park East from being reconnected to the proposed 16 -inch DIP waterline on the west side of Andover Park East. The proposed 10 -inch waterline in Christensen Road will be installed within the bounds of the existing paved street with the 3 fire services running to the existing building located between the west side of Christensen Road and the east side of Andover Park East. Portions of the fire services will go through landscape areas and existing parking areas of the three businesses and then connected to the existing building fire services. All pavement, sidewalks, and landscape that are disturbed will be restored. The proposed project in Christensen Road is located just west of the Green River. The project is in the Central Business District of the City of Tukwila. The area is zoned Tukwila Urban Center and is designated in the Tukwila Master Shoreline Plan. During the installation of the waterline in Christensen Road, the public will still have access to the Green River Trail. Once the project is complete, there will be no visible changes to the project area except for new fire hydrants installed behind the sidewalk or curb. (W:PW Eng/Projects/A-WT/99-WT03/Shoreline Narrative) eitt al guftwita V Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non -Significance Notice of Public Meeting Project Number: L10-010 Mitigated Determination of Non - Significance Mailing requested by: Board of Adjustment Agenda Packet ' Determination of Significance & Scoping Notice // Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 X Other: Notice of Decision Was mailed to each of the addresses listed/attached on this _13 day of _May in the year 2010 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC Project Name: City of Tukwila Public Works/Andover-Christensen/Mike Cusick Project Number: L10-010 Mailing requested by: Brandon Miles j ' Mailer's signature: // (v dd A 1 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC • AGENCY LABELS • ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( )US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Davlopment �) WA Fisheries & Wildlife Na ( ) Dept of Social & Health Services ( ) Dept of Ecology NW Regional Office, Shoreland Division ( ) Dept of Ecology, SEPA ( ) Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities ( ) Allied Waste Services ( ) Tu ila City Departments Public Works ( ) Fii'e ) Police ( ) Finance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor ( ) City Clerk Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce Muckleshoot Indian ibe * Cultural Resourc Fisheries Program Wildlife Program Duwamish Indian Tribe Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ) Duwamish River Clean Up Coalition * ('j Washington Environmental Council s) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/DuwamiRiver ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website c_ P:Admin\Admin Forms\Agency Checklist • • Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing' will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements - Cross-sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist File Number: Applied: Issue Date: Status: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us DETERMINATION OF NON -SIGNIFICANCE (DNS) E10-006 02/22/2010 04/12/2010 APPROVED Applicant: MIKE CUSICK Lead Agency: City of Tukwila Description of Proposal: The proposed project involves replacing and adding new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced with an 18 inch line from Tukwila Parkway to Strander Blvd.'A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River All work will occur within existing, developed right of way. No work will occur waterward of the Christensen Road. The project is located from Tukwila Parkway to Strander Blvd in Andover Park East and is located in Sections 23 and 26, Township 23 N. Range 4 E. WM. Location of Proposal: Address: Parcel Number: Section/Township/Range: 6300 SOUTHCENTER BL TUKW 0003200005 Sections 23 and 26, Township 23 N. Range The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the. option DNS process in WAC 197-11-355. There is no further comment period. atO Jack ` ce, Responsible Official City Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNSOP-8/07 E10-006 Printed: 04-08-2010 MEMORANDUM To: Jack Pace, Director From: Brandon Miles, Senior Planner Date: April 8, 2010 Re: E10-006 (SEPA Determination) Project Description: The proposed project involves replacing and adding new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced with an 18 inch line from Tukwila Parkway to Strander Blvd. A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River All work will occur within existing, developed right of way. No work will occur waterward of the Christensen Road. The project is located from Tukwila Parkway to Strander Blvd in Andover Park East and is located in Sections 23 and 26, Township 23 N. Range 4 E. WM. Agencies with Jurisdiction: Department of Ecology -Shoreline Washington State Department of Fish and Wildlife Other Required Permits: Shoreline Permit, City of Tukwila Department of Community Development JARPA, Washington State Department of Fish and Wildlife Environmental Information that has previously been prepared: Several years ago the Shell Gas station located at 501 Tukwila Parkway was demolished. During the demolition it was determined that the underground fuel tanks had leaked into the soil. About 2,500 cubic yards of soil was removed and replaced with crushed gravel. Monitoring wells have been installed to monitor movement of the fuels in the soil. Summary of Primary Impacts: • Earth Most of the project area lies beneath existing City right of way. The project area is flat with a 3:1 slope near the Green River. The soils in this area are typical of materials found in river valleys and includes alluvial soils, native stands and silts. The project will not require the modification of any existing grade. Upon completion of the project, all grades will be restored to their pre -project condition. No new impervious surface is proposed. Best Management Practices (BMP) will be used to reduce and control erosion during construction. •Air Concur with checklist. The only impacts will be during construction and will consist of emissions generated by construction equipment. • Water The project area is located adjacent to the Green River and is within the shoreline jurisdiction. The applicant has submitted as shoreline substantial permit for review by the City. All work will occur within existing rights of way. No work will occur in the natural shoreline area directly adjacent to the River. No fill or other materials will be placed within the River. No trees within the shoreline area will be removed. This area of the River contains Corp certified levees and thus is not considered as being in a floodplain. There are no wetlands in or near the project area. No new imperious surface is proposed and thus existing stormwater drainage patterns will be maintained. The project will be designed to comply with the current stormwater manual. Plants Concur with checklist. Animals The project area is within existing City right of way. There are no animals present. Energy/Natural Resources Concur with checklist. Environmental Health As noted, the underground tanks of an old gas station in the area leaked and contaminated the soil on the site. It is possible that the soils migrated offsite and could be in the project area. In case contaminated soils are discovered proper handling and disposal will need to occur with the soils. Noise generated by the site will be limited and will be limited to construction equipment. The construction will have to comply with the City's construction hours of operations. Land/Shoreline Use The proposed project is within existing right of way. The area is zoned Tukwila Urban Center (TUC). Adjacent land uses are commercial and office in nature. The proposed project is within the jurisdiction of a shoreline of statewide significance. The project is subject to the requirements of the City's Shoreline Master Plan. The area was likely used for agriculture in the early part of the 20th century. H:\SEPA\Public Works\Andover and Christensen Road\sepa-staffrpt.doc 2 Housing Concur with checklist. Aesthetics All work is below ground. No impacts anticipated. Light and Glare All work is below ground. No modifications to the existing lighting is proposed. Recreation The Green River trail is located adjacent to the construction area. There is parking for the trail along Christensen Road. The trail and the parking will not be impacted during construction. • Historic and Cultural Preservation Concur with checklist. As outlined in the SEPA checklist, if culturally significant objects are found during excavation, the Washington State Office of Archeology and appropriate tribes will be notified and appropriate measures to preserve the objects will be taken. • Transportation The project area is beneath Andover Park East and Christensen Road. Temporary lane closures may occur during construction; however once complete there will be no impacts to the roadway. No parking stalls will be removed or added with this project. • Public Services This is a non -project action. • Utilities Concur with checklist. Recommendation: Determination of Non -Significance. The optional DNS process is being used. H:\SEPA\Public Works\Andover and Christensen Road\sepa-staffrpt.doc 3 &V of .Jamula Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Project Name: Waterlines in Southcenter Area/Andover Pk W, Tukwila Parkway, Strander Blvd. Project Number: E10-006 Notice of Public Hearing X Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this _16 day of _April in the year 2010 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC Mike Cusick -City of Tukwila Project Name: Waterlines in Southcenter Area/Andover Pk W, Tukwila Parkway, Strander Blvd. Project Number: E10-006 Mailing requested by: Brandon Miles Mailer's signature: / ; , /st' d/ /( W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC AGENCY LABELS ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( )US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES Office of Archaeology (')1Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife ( ) Dept of Social & Health Services l Dept of Ecology NW Regional Office, Shoreland Division (Dept of Ecology, SEPA ( Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library N ,QWEST Communications (Citi (Seattle City Light );Puget Sound Energy ( Highline Water District ( ) Seattle Planning &Dev/Water Dept Comcast Section 5 . TILITIES BP Olympic Pipeline (, Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist )Seattle Public Utilities ( (lied Waste Services ( ) Tukwila City Departments ( ) Public Works ( ) Fire ( ) Police ( ) Planning ( ) Parks & Rec ( ) City Clerk ( ) Finance ( ) Building ( ) Mayor Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce Muckleshoot Indian Tribe * ( ) Cultural Resources - _� t \�� Fisheries Program , ( )Wildlife Program Duwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES -Puget Sound Clean Air Agency ( )'Sound Transit/SEPA Duwamish River Clean Up Coalition * ( )Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record O' * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMTS) - Site plan, with mean high water mark & improvements — Cross-sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist • • Shoreline Management Act Permit Data Sheet and Transmittal Letter From: City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Seattle, WA 98188 To: Department of Ecology Date of Transmittal: May 7, 2010 Date of Receipt: Type of Permit: Substantial Development Local Government Decision: Approval Applicant Information: Name: Mike Cusick Address: 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: 206-433-0179 Is the applicant the property owner? Yes Location of the property: Section 23 and 26, Township 23 N, 4 E, WM Water Body Name: Green River Shoreline of Statewide Significance: Yes Environment Designation: Urban Description of Project: The City of Tukwila's Public Works Department has submitted a shoreline permit to replace and add new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced within an 18 inch line from Tukwila Parkways to Strander Blvd. A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River. All work will occur within existing, developed right of way. No work will occur waterward of Christensen Road. Notice of Application Date: March 10, 2010 Final Decision Date: May 5, 2010 By: . Brandon Miles, Senior Planner, City of Tukwila Phone Number: (206) 431-3684 IPat* of Jukud& I Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Project Name: Tukwila Village Gardens Public Works Water Project/Mike Cusick Notice of Action -313 Planning Commission Agenda Packet Official Notice Br Short Subdivision Agenda Miles Notice of Application X Shoreline Mgmt Permit Substantial Development Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 i Other: Was mailed to each of the addresses listed/attached on this _10 day of May in the year 2010 W:\USERS\TERRAFFIDAVIT OF DISTRIBU Fi1ON Project Name: Tukwila Village Gardens Public Works Water Project/Mike Cusick rr Project Number: V -313 Mailing requested by: Br do Miles Mailer's signature: i��^� l' (/ " i W:\USERS\TERRAFFIDAVIT OF DISTRIBU Fi1ON • AGENCY LABELS • ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( ) US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ( ) Office of Archaeology- ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife ( ) Dept of Social & Health Services Dept of Ecology NW Regional Office, Shoreland Division ( ) Dept of Ecology, SEPA Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office Section 3 KING COUNTY AGENCIESL ( ) Health Department (11c`„�5 ( ) Port of Seattle „V/ ( ) KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planni g ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Libr `- IntelCt ,�efcc(IF Section 5 UTILITIES ,V71 i ( ) BP Olympic Pipeline ( ) Seattle Public Utilities ( ) Val-Vue Sewer District ( ) Allied Waste Services .;(,,0 ` ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast ( ) Tukwila City Departments ( ) Public Works ( ) Fire ( ) Police ( ) Finance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor ( ) City Clerk Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce ( ) Muckleshoot Indian Tribe * ( ) Cultural Resources ( ) Fisheries Program ( ) Wildlife Program ( ) Duwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attornev General: j Permit Data Sheet Shoreline Substantial Developmentermit (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 & sharreline Grading Plan Vicinity map SEPA determination (3 -part from Si Findings (staff report or memo) SEPA Checklist (filled out Any -ba oun studi related to impacts on shor Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist MEMORANDUM DATE: April 28, 2010 TO: Jack Pace, Director, Department of Community Development FM: Brandon J. Miles, Senior Planner RE: Shoreline Permit: L10-010 1. PROJECT DESCRIPTION: The City of Tukwila's Public Works Department has submitted a shoreline permit to replace and add new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced within an 18 inch line from Tukwila Parkways to Strander Blvd. A new 10 inch line and three fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River. All work will occur within existing, developed right of way. No work will occur waterward of Christensen Road. 2. POLICIES OF THE SMA/SMP: The site is within the jurisdiction of the Tukwila Shoreline Management Program (SMP). This program was adopted in June, 1974 and amended March 16, 1982. The City's SMP was reviewed and approved by the State Department of Ecology as being consistent with the State Shoreline Management Act, adopted in 1971. The Shoreline Master Program establishes three management environments adjacent to the Green/Duwamish River: River Environment: An impact buffer area which provides for resource protection, flood control maintenance, pollution control and landscape enhancement. This zone includes the first 40 feet from the mean high water mark. Low Impact Environment: A transition area intended to minimize physical and visual impact on the river zone while accommodating shoreline development. This zone includes the second 60 feet from the mean high water mark. High Impact Environment: An area to provide for more intensive use of the shoreline resource. This zone includes the area from 100 feet to 200 feet from the mean high water mark. The applicable policies of the City's Shoreline Management Program are set forth below along with a discussion of the proposed project. City of Tukwila Shoreline Master Plan: Overall Goals: 1. Promote reasonable and appropriate use of the shorelines, which will promote and enhance public interest. 2. Protect against adverse effects against the public health, the land, its vegetation and wildlife and the waters and their aquatic life within Tukwila. 3. Protect public rights of navigation. 4. Recognize and protect private property rights consistent with public interest. 5. Preserve and protect fragile natural resources and culturally significant features. 6. Provide safe and reasonable access for the public to the shorelines. 7. Recognize, protect, and improve aquatic habitats and spawning grounds of the Green River, which are invaluable natural resources. 8. Recognize, protect and improve those wildlife habitats, which are valuable natural resources of the State. 9. Encourage recreational activities unique to or dependent upon the use of the river which benefit the public interest. Response: All proposed work will be within existing right of way. The proposed project is to modify the City's existing waterline system within the Urban Center. The existing river trail in the area will not be impacted upon completion of the proposed project or during construction. As outlined in the applicant's narrative, the proposed project will improve fire flow in the area. No work will occur riverward of the Christensen Road and no trees will be removed within the shoreline environment. Economic Development Element Goals: 1. Encourage economic development along shorelines that will enhance the quality of life for the residents of Tukwila with minimum disruption of the environment. 2. Encourage economic development along shorelines that will result in long-term over short-term benefits for the river shoreline. 3. Recognize the quality of the existing economic activities along the river and discourage any future economic activities that may be of less quality. 4. Encourage inland location of development so that access along the shorelines is enhanced. 5. Encourage commercial development of public recreational facilities consistent with shoreline goals and policies. BM Page 2 of 8 H:\Developments\Public Works\L10-010\Staff Report.doc 05/05/2010 10:52:00 AM Response: All work will be within existing, developed City right of way. No new impervious surfaces are proposed within the shoreline environment. The proposed project will improve water service and fire flow in this area of the Urban Center. Public Access Element Goals: 1. Encourage safe, convenient and diversified access for the public to the shorelines of Tukwila..... 2. Encourage public access to privately owned shorelines, consistent with private property rights. 3. Encourage inland location of development so that access along shorelines is enhanced. Response: The goals of this section relate to providing public access to the river. There is a public trail system that runs .the length of the Green River. In this portion of the river, the trail is located along the levee which runs on the west side of the Green River. The proposed project will not impact the.public's use of the trail system. Circulation Element Goals: The Circulation Element of the City's Shoreline Master Program applies to the location of proposed major roads, transportation routes and other public facilities within the shoreline. The proposed project does not involve the location of any public roads or public facilities within the shoreline. Internal circulation will be provided to the proposed fields by utilizing the existing parking lot for Fort Dent Park. Recreational Element Goals: 1. Encourage recreational activities and related facilities unique to or dependent upon the use of the river, which benefit the public interest. 2. Encourage diverse, convenient and adequate recreational opportunities along the shorelines for the local residents and a reasonable number of transient users. Response: A public trail system runs along the Green River from Auburn to the City of Seattle, alternating sides of the river on which it is located. In this portion of the river, the trail is located along the levee which runs on the west side of the Green River. The proposed project will not impact the publics' use of the trail system. The proposed use is not a water dependent use nor does the use have to be located along the shoreline. Yet, as noted the proposed use will be to maintain and improve the City's existing water service in the area. All work will be below existing City right of way. Shoreline Use Element Goals: 1. Encourage appropriate development in suitable locations without diminishing the quality of environment along the shorelines of the river. 13M Page 3 of 8 05/05/2010 10:52:00 AM H:\Developments\Public Works \L10-010\StaffReport.doc . 2. Shoreline activities should be consistent with the overall goals for development along the river. Response: The City is currently working on a redevelopment plan for this area of the City. The initial plan calls for making the River an amenity, with housing and retail activities located near the river. The proposed project will improve water service within the urban center which will allow for future redevelopment. As noted, the proposed work is within existing city right of way and thus further environmental degradation of the shoreline environment will not occur. Conservation Element Goals: 1. Encourage preservation of unique, fragile and scenic elements, and of non- renewable natural resources; assure continued utilization of the renewable resources. 2. Encourage the preservation of as much as possible of the natural character of the river and its shoreline. 3. Encourage the preservation of resources and ecology of the river and its shoreline. 4. Water quality in the river should be sufficiently high to permit human use and provide a suitable use and habitat for desirable forms of aquatic life. Response: All work will be below the existing right of way and thus existing scenic elements will not be impacted by the proposed work. The proposed work will be waterward of Christensen Road which will minimize possible impacts to water quality during construction. The existing trail system in the area will be maintained during and after construction of the proposed project. 3. SHORELINE REGULATIONS: Following are the relevant review criteria as contained in the Tukwila Shoreline Regulations (Tukwila Municipal Code, Chapter 18.44) as applied by the City of Tukwila. A. TMC 18.44.110 General Shoreline Regulations All uses within the shoreline overlay district must conform to the following general regulations: 1. The use is in conformance with the regulations of the underlying zone district. Response: The proposed project is to upgrade the City's water services within the Tukwila Urban Center. The urban center allows a wide range of uses and buildings. TMC 18.28 lists the permitted uses within the TUC. Waterlines are not listed as a permitted use; however since utilities are needed for the wide range of uses in the TUC it can be concluded that they are a permitted use in the zoning district. BM Page 4 of 8 05/05/2010 10:52:00 AM H:\Developments\Public Works\L10-010\StaffReport.doc 2. The use does not conflict with the goals and policies of the shoreline master program or the provisions of the Shoreline Act and shoreline regulations. Response: Section 2, above is a discussion of the goals of the City's adopted Shoreline Management Program. The proposed project will be consistent with the City's adopted Shoreline Management Program. 3. No structures or accessory facilities shall be located over the river unless such structure protects or promotes the public interest. Response: No structures or accessory facilities are located over the river. 4. There shall be no disruption of existing trees or vegetation within the river environment unless necessary for public safety or flood control, or if allowed as part of an approved shoreline substantial development permit; Response: Minor landscape shrubs will need to be removed for the proposed project. The applicant is proposing to replace them. The applicant has noted that no trees will be removed within the shoreline area as part of this project. S. No effluent shall be discharged into the Green River which exceeds the water quality classification as established by the State for the adjacent portion of the river. Response: No effluent will be discharged into the Green River. The storm water drainage system will be designed and constructed in accordance with the standards and specifications of the King County Surface Water Design Manual. 4. All State and federal water quality regulations shall be strictly complied with. Response: The project will comply with all State and federal water quality regulations. S. Wildlife habitat in and along the river should beprotected. Response: The work is within the existing, developed right of way of Christensen Road. Wildlife habitat will not be disturbed as part of this project. 6. All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls or other satisfactory mechanisms for erosion prevention. Response: BMPs will be used during construction to reduce and control erosion. 7. All necessary permits shall be obtained from federal, State, County or municipal agencies. BM Page 5 of 8 05/05/2010 10:52:00 AM H:\Developments\Public Works\L10-010\Staff Report.doc Response: No federal permits are required. The State Department of Ecology will review the shoreline permit. The City has already issued a DNS for the proposed project. No other location permits are needed. 8. Dredging for purposes other than for navigational improvements or flood control is prohibited. Response: No dredging is involved with this project. 9. Mining is prohibited along the river shoreline. Response: No mining is involved with this project. 10. Solid waste disposal is prohibited along the river shoreline. Response: Solid waste will not be disposed along the river 11. No property will be acquired for public use without dedication by or just compensation to the owner. Response: All work will occur within existing City rights of way and/or easements. 12. Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect or promote the public interest. Response: This project does not propose any landfilling within the river channel. 13. ...(R)emoval of any cottonwood tree within the river environment or the low impact environment, which tree is 12 inches or greater in diameter as measured 4.5 feet above grade, shall be subject to the requirements of TMC Chapter 18.54, Tree Regulations. Response: No trees are proposed to be removed. B. TMC 18.44.130 Specific shoreline regulations — river environment. The River Environment consists of a 40 -foot wide management zone, measured from the mean high water mark. River Environment uses are restricted to footpaths or trails, recreation facilities, dikes, bridges, or fire lanes. The River Environment on this site ends approximately behind the pedestrian/bicycle path. No improvements or development are proposed within the River Environment on this site. C. TMC 18.44.140 Specific shoreline regulations — low impact environment BM Page 6 of 8 05/05/2010 10:52:00 AM H:\Developments\Public Works\L10-010\StaffReport.doc The low impact environment consists of a 60 -foot wide management zone, beginning at the end of the river environment and proceeding 60 feet landward. Types of uses permitted in the low impact environment include structures not exceeding 35 feet in height, adequately screened or landscaped parking/loading and storage facilities, utilities, public or private streets or signs. The following development standards apply: 1. Structures shall be sited and appropriately landscaped in accordance with underlying zoning regulations. Response: No structures are located in the Low Impact Environment. All work will occur below existing City right of way. 2. Access roads shall be located no closer than ten feet to buildings, spur tracks or parking/loading and storage facilities, and the effective setback area shall be suitably landscaped. This shall not prohibit ingress and egress points between an access road and the described facilities; Response: No new access roads, spur tracks, parking/loading and storage facilities are proposed. All will be below existing rights of way. Roadways that are disturbed during construction will be restored to their pre -project condition. 3. Parking, loading, and storage facilities shall be appropriately screened from the river with: a.. A solid evergreen screen of a minimum six-foot height, or b. Decorative fence six feet high. (Note: Chain link fence shall be slatted and planted with ivy or other trailing vine except where a safety hazard may exist.), or c. Large hardy shade or fruit trees such as maple, alder, poplar, cottonwood, sycamore, willow, oak, beech, walnut, ash, birch or other species approved by the Director at a maximum of 30 feet on center, or d. Earth berms at a minimum of four feet high, suitably planted with live groundcover or natural grass; Response: The applicant is not proposing any new outdoor storage, parking or loading facilities. 4. Railroad lead trackage shall be no closer than 15 feet to parking/loading and storage facilities, and shall be suitably landscaped. Response: There are no railroad tracks serving this site. 4. COMMENTS: Notice of Application was circulated to adjacent property owners, businesses/tenants and interested agencies on March 3, 2010. No comments were received. BM Page 7 of 8 H:\Developments\Public Works\L10-010 \Staff Report.doc 05/05/2010 10:52:00 AM 5. SEPA: A determination of non -significance was issued on April 12, 2010. The City used the optional DNS process. CONCLUSIONS 1. The project site is located within adjacent City right of way and all proposed work will be below the existing right of way. 2. The project will promote economic development in the City by improving water and fire flow with the City's Urban Center. 3. Public access to the Green River Trail will preserved during and after construction. 4. The project is consistent with the General Shoreline Regulations set forth in TMC 18.44.110: a) The use is in conformance with the regulations of the underlying zone district and the use is consistent with the goals and policies of the City's adopted Shoreline Management Program. b) No structures or accessory facilities will be located over the river; c) The project will not disrupt existing trees or vegetation within the river environment. No cottonwood trees within the river environment or low impact environment will be removed by this project. d) No effluent will be discharged into the Green River; storm water will be detained on site and eventually will discharge into the detention pond just north of Costco. Silt fences and siltation control ponds will be used to control storm water prior to discharge into the existing drainage structures during construction. e) The project will be required to comply with all state and federal water quality regulations. f) Wildlife habitat in and along the river will not disturbed by construction. g) All necessary permits will be obtained for this project from the City and if necessary the State of Washington. h) The project does not involve any dredging or mining. i) The City is in controlled of where the construction activity is occurring. j) No landfilling is proposed within the river channel. 5. No comments were received during the public comment period. 6. A Determination of Non -Significance was issued on April 12, 2010. 6. RECOMMENDATION Approve the shoreline substantial development permit: Informational Item for Applicant: 1. If the removal of any trees are needed within the shoreline zone, approval shall first be approved by the Department of Community Development. As part of any tree removal, adequate tree mitigation complying with TMC 18.54 will be required. BM Page 8 of 8 05/05/2010 10:52:00 AM H:\Developments\Public Works \L10-010\Staff Report.doc 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 RECEIVED 1FEB 22 2010+ DcanupME5HORELINE PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SHORE Planner: File Number: 61 i__\9__,9 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: A IV EY.M - eAYI K- Meer wmrx M4 r, gepL++-e-9 1— r LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 07.44 t �, Twe- 12104-x- of c,� �4- p A.14-49 e SE�cvcGa-s Tao22300oa4-151 0Z230006Co 0220°000C-7— DEVELOPMENT 2230oa0CZ DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: r cvJ- 1 Address: i 3 4? 0.nic L"'^ rvL (31-142 Z OG 431- 2i `1`.(( FAX: e c — '?9/- ' CC G t Q c1.. 7Kc.itAA . .44+ , vs E-mail: icee!/5 ( ,-, Signature: Date: /%94ki ggiAolo3.no0,l.6 I0(A, P:\Forms\2009 Applications\Shoreline Substantial Development Permit-JAN09.doc City of Tukwila Notice of Tukwila Notice of Application You are receivin• this notice because ou are a .ro.e owner or tenant within 500ft of the ro osed .ro ect Tukwila Village Gardens Public Works Water Project March 3, 2010 Location: Right of Way of Christensen Road and the Right of Way of Andover Park East File #'s: L10-010 (Shoreline Permit) and E10-006 (Environmental Review) Applicant: City of Tukwila Public Works Property Owners: City of Tukwila Right of Way Project Planner: Brandon Miles, Senior Planner Project Description: The proposed project involves replacing and adding new waterlines in the Southcenter area of the City. An existing 12 inch line in Andover Park East will be replaced with an 18 inch line from Tukwila Parkway to Strander Blvd. A new 10 inch line and three,fire service lines will be installed within the right of way of Christensen Road. Portions of the proposed work will be within 200 feet of the Green River All work will occur within existing, developed right of way. No work will occur waterward of the Christen- sen Road. Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non-significance (DNS). The optional DNS process in WAC 197-11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only oppor- tunity to comment on the environmental impacts of the project. If timely comments do not identify probable sig- nificant adverse impacts that were not considered by the Anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:OOpm on April 3, 2010. You may request a copy of any decision, and your appeal rights by calling Brandon Miles at (206) 431-3684 or by sending an email to bmiles@ci.tukwila.wa.us. III Cita of J ulituita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Project Name: Tukwila Village Gardens Public Works Water Project Determination of Non -Significance Mailing requested by: Notice of Public Meeting Mailer's signature: Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda X Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this _3 day of _March in the year 2010 W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC Project Name: Tukwila Village Gardens Public Works Water Project Project Number: L10-010 Mailing requested by: Bran Hiles Mailer's signature: /7/V/a (A-4W4( W:\USERS\TERIWFFIDAVIT OF DISTRIBUTION.DOC OWNER_NAME TUKWILA COMMUNITY MEMBER LOWES HIW INC TUKWILA COMMUNITY MEMBER BUTY,FRANK C TUKWILA COMMUNITY MEMBER DAVIDSON,DONALD E TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER VILLAGE PARTNERS SOUTHCENTE PUGET SOUND BLOOD CENTER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER BETA HOLDINGS LTD BETA TUKWILA LLC RAINBOW ASSOCIATES LTD BRCP RIVERVIEW PLAZA LLC U S BANK CORPORATE PROPS JOHN C RADOVICH L L C TUKWILA COMMUNITY MEMBER HOME ELECTRIC COMPANY TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER PIETROMONACO & PB L L C SEATTLE CITY OF BANK OF AMERICA OPEN FRAME LLC OWNER_ADDRESS 100 ANDOVER PARK W 101 ANDOVER PARK E 200 112 ANDOVER PARK E 1150 ALKI AVE SW 4 116 ANDOVER PARK E 1199 SUMMIT DR 120 ANDOVER PARK E 130 ANDOVER PARK E 131 ANDOVER PARK E 1420 5TH AVE 2200 1501 N 200TH ST 151 ANDOVER PARK E 16000 CHRISTENSEN RD 18827 BOTHELL WAY NE 18827 BOTHELL WAY NE 110 22820 148TH AVE SE 248 HOMER AVE 2800 E LAKE ST LAKE0012 2835 82ND AVE SE 300 301 TUKWILA PKWY 3414 NE 55TH ST 401 EVANS BLACK DR 401 TUKWILA PKWY 402 BAKER BLVD 406 BAKER BLVD 406 EVANS BLACK DR 501 TUKWILA PKWY 7900 SE 28TH ST 310 PO BOX 34018 PO BOX 34029 PO BOX 88198 OWNER_CITY TUKWILA TUKWILA TUKWILA SEATTLE TUKWILA LAGUNA BEACH TUKWILA TUKWILA TUKWILA SEATTLE SHORELINE TUKWILA TUKWILA BOTHELL BOTHELL KENT PALO ALTO MINNEAPOLIS MERCER ISLAND TUKWILA SEATTLE TUKWILA SEATTLE TUKWILA TUKWILA TUKWILA TUKWILA MERCER ISLAND SEATTLE SEATTLE TUKWILA OWNER_STATE OWNER_ZIP WA WA WA WA WA CA WA WA WA WA WA WA WA WA WA WA CA MN WA WA WA WA WA WA WA WA WA WA WA WA WA 98188 98188 98188 98116 98188 92651 98188 98188 98188 98101 98133 98188 98188 98011 98011 98042 94301 55406 98040 98188 98105 98188 98188 98188 98188 98188 98188 98040 98124 98124 98138 AGENCY LABELS ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) (.)USDept ofHUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES Office of Archaeology ransportation Department (WSDOT NW) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development WA Fisheries & Wildlife ( ) Dept of Social & Health Services Dept of Ecology NW Regional Office, Shoreland Division `) Dept of Ecology, SEPA ( ) Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation '•(, KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle KC Dev & Enviro Services-SEPA Info Center () C Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept Comcast Section 5 UTILITIES BP Olympic Pipeline ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities ( ) Allied Waste Services ( ) Tukwila City Departments ( ) Public WorksFire ( ) Police ( ) *nance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor ( ) City Clerk Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA Duwamish River Clean Up Coalition * Washington Environmental Council People for Puget Sound * ( )'Futurewise * send notice of all applications on Green/Duwamish River ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce 'JMuckleshoot Indian Tribe * ) Cultural Resources a `��� Fisheries Program—cxo99-( ` C- 1 ( ) Wildlife Program (110`) 'Duwamish Indian Tribe * ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross-sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist General Shoreline Regulations 1. The use is in conformance with the regulations of the underlying zone district; The project is an underground water line in an existing paved public street. There is no change of use once the water line is installed. The public street will be restored after construction is complete. 2. The use does not conflict with the goals and policies of the Shoreline Master Program or the provisions of the Shoreline Act and shoreline regulations; There will be no change of use for the project area. The scope of work is the installation of a public water line. The project does not conflict with goals and policies of the Shoreline Master Program. See Attachment A. 3. No structures or accessory facilities shall be located over the river, unless such structure protects or promotes the public interest; No structures will be installed for this project. A 10 -inch water line will be installed in the existing roadway of Christensen Road. The water line will provide fire protection to existing buildings on the west side of Christensen Road. 4. There shall be no disruption of existing trees or vegetation within the river environment, unless necessary for public safety or flood control, or if allowed as a part of an approved Shoreline Substantial Development permit; No trees will be disturbed for the installation of the water line. The fire service lines to the building will cross existing landscape strips and parking areas on their way to the building that they service. All landscaping will be restored to existing condition after the water lines have been installed. The landscaping is not on the riverbank. It is on the west side of Christensen Road on private property. 5. No effluents shall be discharged into the Green River which exceeds the water quality classification as established by the State for the adjacent portion of the river; No effluents will be discharged into the Green River by this project. Best management practices will be used to control erosion sediments from entering the river. All water used for testing and flushing the water line will be discharged into the sanitary sewer system. 6. All State and Federal water quality regulations shall be strictly complied with; No releases of water to the Green River are planned for the project. The project site is in the paved road surface of Christensen Road. Storm water leaving the site enters catch basins prior to discharging into the Green River. No sediment from the project site will enter the catch basins. 7. Wildlife habitat in and along the river should be protected; No wildlife habitat will be disturbed by the project. Construction is in the existing paved portion of Christensen Road. 8. All perimeters of landfills or other land forms susceptible to erosion shall be provided with vegetation, retaining walls or other satisfactory mechanisms for erosion prevention; The project is in the paved surface of Christensen Road. No sediments will leave the site. The project will use BMP to prevent erosion of sediments. 9. All necessary permits shall be obtained from Federal, State, County or Municipal agencies; The Corp of Engineers and City of Tukwila permits will be obtained for the project. 10. Dredging for purposes other than for navigational improvements or flood control is prohibited; There will be no dredging for this project. 11. Mining is prohibited along the river shoreline; There will be no mining for this project. 12. Solid waste disposal is prohibited along the river shoreline; There will be no solid waste disposal along the river shoreline for this project. 13. No property will be acquired for public use without dedication by or just compensation to the owner; The water line will be installed in existing right-of-way of Christensen Road with service lines to existing building with the owner's permission. 14. Landfilling is prohibited within the river channel unless such landfill is determined by the Planning Commission to protect or promote the public interest. There will be no filling of land for this project. 15. Notwithstanding any provisions of this Code to the contrary, removal of any cottonwood tree within the river environment or the low impact environment, which tree is 12 inches or greater in diameter as measured 4.5 feet above grade, shall be subject to the requirements of TMC Chapter 18.54, Tree Regulations. No trees will be removed for this project. (W:PW Eng/Projects/99-WT03/General Shoreline Regulations) ATTACHMENT A Andover Park East Water Line Goals of the Shoreline Master Program 1. Promote reasonable and appropriate use of the shorelines which will promote and enhance public interest. The water line will be installed in an existing paved street adjacent to the Green River. The area between the roadway and river is a public park with the Green River Trial running through it. With the installation of the water line, the park area and building to the west side of Christensen Road will have better fire protection which promotes the public interest. 2. Protect against adverse effects against the public health, the land, its vegetation and wildlife and the waters and their aquatic life within Tukwila. The project will have no impacts to river shoreline vegetation or habitat because the water line will be installed in the existing street and above the mean high water elevation. 3. Protect public rights of navigation. The water line will be installed in an existing paved street with no impact to navigation rights to the Green River. 4. Recognize and protect private property rights consistent with public interest. The water line will be installed in an existing paved street right-of-way. Fire water service lines will be provided to the property owner adjacent to Christensen Road. Private property owner has already agreed to allow the City of Tukwila connect their building to the proposed water line. 5. Maintain a high quality of environment along the shorelines of Tukwila. The water line is proposed to be located in the paved surface of Christensen Road. Christensen Road is located on the west bank of the Green River. Once the underground water line has been installed there will be no change in access to the trail or river. 6. Preserve and protect fragile natural resources and culturally significant features. The water line will be installed in an existing street adjacent to the Green River. Most of the proposed route of the water line will be in an existing levee installed in the early 1990's. The levee raised the grade about four feet above the existing surface protecting any buried culturally significant features. 7. Provide safe and reasonable access for the public to the shorelines. During construction there will be full access to the river and trail as the water line will be installed in the existing paved street or sidewalk. Once construction is complete the only items above grade will be a fire hydrant installed for public safety. 8. Recognize, protect, and improve aquatic habitats and spawning grounds of the Green River, which are invaluable natural resources. The installation of the water line project will use best management practices for erosion and sediment control to prevent any sediment from entering the Green River or wildlife habitats. 9. Recognize, protect and improve those wildlife habitats which are valuable natural resources of the State. The installation of the water line project will use best management practices for erosion and sediment control to prevent any sediment from entering the Green River or wildlife habitats. 10. Encourage recreational activities unique to or dependent upon the use of the river which benefit the public interest. The water line will provide fire protection to the public parking area adjacent to the river for people visiting the trail and park. (W:PW Eng/Projects/99-WT03/Goals of the Shoreline Master Program) The scope of work is the installation of 1100+ feet of a 10 -inch water line in Christensen Road with fire lines to existing building on the west side of Christensen Road. Low Impact Zone The Low Impact Zone is a transitional area outside the River Zone and within 100 feet of the mean high water mark intended to minimize physical and visual impact on the River Zone while accommodating shoreline development and shall contain no uses other than those allowed in the River Zone and the following: 1. Structures not to exceed thirty-five (35) feet in height. The project will install a 10" water line underground. The maximum height of the fire hydrant installed for the project will be 42" above grade. 2. Parking/loading and storage facilities. No parking, loading, or storage facilities will be installed for this water line project. 3. Railroad lead and spur trackage. No railroad lead and spur trackage will be installed for this project. 4. Utilities and signs not to exceed regulations of the underlying zoning district. The underlying zoning is Tukwila Urban Center (TUC) and water lines are permitted in this zone. (PW Eng/Projects/99-WT03/Low Impact Zone) High Impact Zone Regulations SHORELINE USES ALLOWED IN THE HIGH IMPACT ZONE ARE: 1. All uses allowed in the underlying zoning district (Appendix C). The construction and operation of underground water utilities are an approved use in the Tukwila Urban Center zone. (PW Eng/Projects/99-WT03/High Impact Zone Regs) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan a,ci.tukwila.wa.us TharOO SEPAhM Z g ENVIRONMOM11t1 REVIEW INFORMATION The State Environmental Policy Act (SEPA) requires all agencies to consider the environmental impacts of a development before making decisions (43.21C RCW). The purpose of environmental review is to identify a proposal's significant adverse impacts, measures to minimize or avoid such impacts, and allow wide public review for a wide range of projects. REQUIREMENTS: SEPA review is required for any action associated with the following types of decisions: 1. Developing 10 or more dwelling units. 2. Developing agricultural structures over 10,000 s.f. 3. Developing office, school, commercial, recreational, service or storage buildings over 12,000 s.f. and 40 parking spaces (certain utility lines, personal wireless communication facilities, and normal maintenance/replacement activities are fully exempt). 4. Developing parking lots with over 40 spaces. 5. Landfills and excavations over 500 cubic yards. 6. Installation of impervious underground tanks with a capacity over 10,000 gallons. The accompanying application must be completed. If a question does not apply, "Does not apply" or "NA" may be entered. Complete answers to the checklist may avoid unnecessary delays later. City staff may also be able to help about governmental designations (e.g., zoning, shoreline, and landmark status). PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist" as well as the submittal for the underlying action (building permit, subdivision etc.). You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Once the application is "complete," substantive review will begin and a "Notice of Application" must be posted/mailed to begin a public comment period. After completing the environmental analysis and considering public comments, the Director will issue a determination for the project. A Determination of Non -Significance (DNS) says that the project as proposed will not have probable, significant, negative environmental impacts. A mitigated DNS will be issued if the project must be modified to mitigate its negative impacts. An Environmental Impact Statement (EIS) must be prepared if the probable negative impacts are unavoidable. W:\PW Eng\PROJECTS\A- WT Projects\99-WTO3 APE Water Main Replacement\SEPA APE Water Main Replacement 060109.doc COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you. feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the. City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check. items .: submitted with ,. application. Information Required '. May be waived.in unusual cases; upon approval of both Public Works and Planning .,: ..: APPLICCATION MATERIALS: 7/ 1. Application Checklist (1 copy) indicating items submitted with application. - 2. Completed Application Form and drawings (5 copies). / 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17". 4. Application Fee: See Land Use Fee Schedule. ds,0/411' 5. SEPA Environmental Checklist (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 6. Payment of a $365 notice board fee to Fast Signs Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). a rla G(„`,yLsv ��C.,� °Al 4.../00.5Notice 7. Provide two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple -family buildings-- e.g. apartments, condos, trailer parks --must be included (see Public Notice Mailing Label Handout). Or you may pay the City to generate the mailing labels. See Land Use Fee Schedule under `Public Mailing labels" for the fee amount. 8. If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: h00 r% WI 9. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). 10. Vicinity Map with site location, does not have to be to scale. J 11. A written discussion of project consistency with decision criteria. (See Application) Check with a planner if you are unsure what criteria apply to your project. , (/ (\'' I " 12. Provide two copies of sensitive area studies if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). Provide a geotechnical analysis of river bank stability if alteration is proposed. See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci.tukwila.wa.us/dcd/dcdplan.htm) for additional information. SHORELINE SITE PLAN: 13 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size P:\Forms\2009 Applications\Shoreline Substantial Development Permit-JAN09.doc Check items• . submitted with applica�n: Information Required::- • May be waived inunusual cases; ,upon approval ofbothPublic Works and Planning 24" x 36". G ri(b) Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood). o 5 fW (c) For work riverward of the MHWM: Distance work extends into the river and distance to Federal projects and navigation channels. 01" 5 (d) If the project is within the Tukwila Shoreline Master Program show the limits of the 40' River, 100' Low Impact and 200' High Impact environments. If subject to the King County Shoreline Master Plan identify the appropriate setback per KCC 25.16. (V. (e) Dike/ riverbank maintenance easement (min. 30' from the top of bank). N)5. (f) Construction limit lines and areas of clearing/grading/filling including volume and type of fill or extracted material. IV/d' (g) Public access and/or trails. N fr/ (h) Parking lots, driveways, loading and service areas. CROSS-SECTIONS FOR SHORELINE PROJECTS P6C ` 14. SHORELINE CROSS SECTIONS at maximum 75' intervals along the shoreline showing: • Existing and proposed elevations and improvements, • Limits of the 40' River, 100' Low Impact and 200' High Impact environments, • The top of bank elevation, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood), and Dike/ riverbank maintenance easement (min. 30' from the top of bank). LANDSCAPE PLAN: • N A' 15 (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". See TMC 18.52 or KCC 25.16.030 as appropriate. (b) . Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: j 16 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all trees over 4" caliper, indicating those to be retained. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. CIVIL PLANS: �C-Kv lti l? 17 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us/pubwks/bulletins/floodcontrol.pdf for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Construction limit lines, areas of clearing/grading/filling and volume and type of expected cut and fill. (e) Existing and proposed utility easements and improvements. P:\Forms\2009 Applications\Shoreline Substantial Development Permit-JAN09.doc Check items submitted with application Information': Required. ; ,May be .waived in -unusual. cases, : upon approval of both Public Works and Planning (f) If additional impervious surface is proposed, provide a storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci.tukwila.wa.us/pubwks/pwpermit.htm#techinfo. (g) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (h) Footprints of all existing and proposed buildings. (i) Fences, rockeries and retaining walls. OTHER: 18. If new construction is proposed, provide dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. 19. If site lighting changes are proposed provide a luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. 20. All existing and proposed signage with sign designs and locations. 21. Any other drawings or materials needed to explain your proposal. P:\Forms\2009 Applications\Shoreline Substantial Development Permit-JAN09.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan(ci.tukwila.wa.us SEPA ENVIRONMENTAL REVIEW APPLICATION NAME OF PROJECT/DEVELOPMENT: Andover Park East Water Main Replacement LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1) Andover Park East Water Line for Strander Boulevard to Tukwila Parkway (Water Project) LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Michael P. Cusick Address: 6300 Southcenter Blvd., Suite 100, Tukwila WA 98188 Phone: (206)431-24,41 FAX: (206)431-3665 E-mail: mcusickcitukwila.wa.us e Signature: 1. ! / 243! vDate: W:\PW Eng\PROJECTS\A- WT Projects\99-WT03 APE Water Main Replacement \SEPA APE Water Main Replacement 060109.doc FOR STAFF USE ONLY Permits Plus TYPE P-SEPA Planner: File Number: Com/ X 9 —7-40 Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Andover Park East Water Main Replacement LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1) Andover Park East Water Line for Strander Boulevard to Tukwila Parkway (Water Project) LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Michael P. Cusick Address: 6300 Southcenter Blvd., Suite 100, Tukwila WA 98188 Phone: (206)431-24,41 FAX: (206)431-3665 E-mail: mcusickcitukwila.wa.us e Signature: 1. ! / 243! vDate: W:\PW Eng\PROJECTS\A- WT Projects\99-WT03 APE Water Main Replacement \SEPA APE Water Main Replacement 060109.doc City of Tukwila Endangered Species Act Screening Checklist Date: August 31, 2009 Applicant Name: Mike Cusick, City of Tukwila Street Address: 6300 Southcenter Blvd., Suite 100 City, State, Zip: Tukwila, WA 98188 Telephone: (206) 431-2441 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. W:\PW Eng\OTHER\Mike Cusick\SEPA Deno 11245 EMWS 090209.doc Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please circle appropriate response. NO - Continue to Question 2-0 YES Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please circle appropriate response. NO - Continue to Question 3-0 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 (TMC 18.06.385). This includes fuel or other chemicals stored on-site during construction. Please circle appropriate response. NO - Continue to.Question 5-0 (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 or would require a geotechnical report if not exempt should answer Yes. Please circle appropriate response. NO - Continue to Question 6-0 YES - Continue to Question 6-0 W:\PW Eng\OTHER\Mike Cusick\SEPA Demo 11245 EMWS 090209.doc City of Tukwila ESA Screening Checklist Part A (continued) 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. 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. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please circle appropriate response. NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 City of Tukwila ESA Screening Checklist Part B (continued) 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) CDContinue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2-3 (ES\ Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2-4 YES; Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 1) 13/5 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) atit Continue to Question 3-0 (Page 2) City of Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation. and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO Continue to Question 3-2 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. NO Continue to Question 3-3 YES - 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. CII Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross-sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross-sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. 0- Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. City of Tukwila ESA Screening Checklist NO'- 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. NO Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Andover Park East Water Main Replacement 2. Name of Applicant: City of Tukwila Public Works Department 3. Date checklist prepared: June 2009 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in 2010 and is anticipated to be completed in approximately 4 months for each project. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No other plans for future additions, expansion, or further activity related to or connected with this proposal are currently identified. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. When the Shell Gas Station was demolished at 501 Tukwila Parkway, environmental testing and remediation occurred due to the underground fuel tanks leaking fuel. About 2,500 cubic yards of soil was removed and replaced with crushed gravel. Monitoring wells were installed to monitor leakage from the underground tanks. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No applications are known to be pending for government approvals of other projects directly affecting the property covered by the current proposal. Agency Comments W:\PW Eng\PROJECTS\A- WT Projects\99-WT03 APE Water Main Replacement\SEPA APE Water Main Replacement 060109.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. SEPA, Shoreline, JAPA 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The Project on Andover Park East will replace an existing 12 -inch cast iron water line with an 18 -inch line fromTukwila Parkway South to Strander Boulevard. The proposed line will replace a 12 -inch line installed in the 1960's. A 10 -inch water line will also be installed in Christensen Road from the 60 -inch Seattle water line north to the existing 10 - inch water line at the north end of Christensen Road. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The water project is from Tukwila Parkway South to Strander Boulevard in Andover Park East. It is located in Sections 23 and 26, Township 23 North, Range 4 East. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? The site lies inside of the City shoreline overlay district. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? The project area is flat with 3:1 slopes near the Green River. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soil Conservation Service information is not available. However, the projects will occur in the Duwamish River valley where alluvial soils, native sands and silts, are typical. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None known. Agency Comments e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The project will cause no changes to existing finish grade. After the installation of the pipe system, existing grades will be restored. Please respond to all questions. Use separate sheets as necessary: Applicant Responses: Agency Comments f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. The.project will include excavation for utility improvements. Best management practices will be used to prevent erosion of soils in the construction zones. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? There is no change in impervious surfaces. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fencing is proposed for erosion control where needed. All existing catch basins will have protection throughout the construction period. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction vehicles and equipment are a potential source of exhaust emissions. Additionally, dust may be raised from grading and excavation activities. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: Site watering will be used.to control dust particles during clearing and grading activity. Construction vehicles are typically equipped with factory -installed mufflers and spark arrestors that will control excessive emissions. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The project site is west of the Green River. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Work will occur within 200 feet of the Green River. See attached plans. 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. None. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. The Project will not affect surface water or drainage of ground water. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. The water project site on Andover Park East does not lie within the 100 year flood plain per Map 53033C0978F. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Groundwater that enters utility trenches during construction will be withdrawn through dewatering. The necessity for or extent of dewatering of utility trenches is unknown at this time. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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 materials will be discharged. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. The project will install underground pipelines that don't carry storm water. The storm water will be collected in existing storm drainage systems and discharged. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. The temporary erosion control plan will be designed to meet the 1998 King County Surface Water Design Manual. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The project will have no impacts in surface water except during construction. Construction impacts will be addressed using best management practices. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Plants a. Check or circle types of vegetation found on the site: Since the projects will primarily be confined to existing developed rights-of-way, a complete botanical inventory has not been produced. b. What kind and amount of vegetation will be removed or altered? The project on Andover Park East and Christensen Road is all in pavement. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Not applicable. Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs X Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation Since the projects will primarily be confined to existing developed rights-of-way, a complete botanical inventory has not been produced. b. What kind and amount of vegetation will be removed or altered? The project on Andover Park East and Christensen Road is all in pavement. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Not applicable. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals Deer, bear, elk, beaver, other: Fish Bass, salmon, trout, herring, shellfish, other: Other The project area is in the vicinity of the Green River shoreline. It is likely that a variety of bird, mammal and fish species inhabit these environs. b. List any threatened or endangered species known to be on or near the site. None observed. c. Is the site part of a migration route? If so, explain. This site is part of the Pacific Flyway, a migratory route for a variety of bird species. The Duwamish and Green Rivers are a migratory route for anadromous fish species. d. Proposed measures to preserve or enhance wildlife, if any: No. 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. Not applicable. Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. None. 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 energy conservation measures are proposed. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. None. 1. Describe special emergency services that might be required. None. 2. Proposed measures to reduce or control environmental health hazards, if any: None. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The proposal is to improve public utility and transportation infrastructure. The project would not be affected by external noise impacts. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term noise impacts will result from construction activities. 3. Proposed measures to reduce or control noise impacts, if any: None. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is in the commerciaUbusiness area of the City. The Andover Park East and Christensen Road site water line area is all in asphalt pavement. The businesses are mostly retail. b. Has the site been used for agriculture? If so, describe. Unknown. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Describe any structures on the site. There are no structures in the proposed work areas of either sites. d. Will any structures be demolished? If so, what? No building demolition will occur as part of this application. e. What is the current zoning classification of the site? The Andover Park East site is zoned Tukwila Urban Center. f. What is the current comprehensive plan designation of the site? TUC is the current Comprehensive Plan for the Andover Park East site. g. If applicable, what is the current shoreline master program designation of the site? The current Shoreline Master Program designation is Tukwila Master Shoreline Plan. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. N/A Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments i. Approximately how many people would reside or work in the completed project? Not applicable. Projects are underground pipes. J• Approximately how many people would the completed project displace? No displacement would occur as a result of the proposal. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project is proposed to support existing land uses and future land uses that would be allowed under Tukwila's Comprehensive Plan and land use regulations. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. No residential units would be eliminated as a result of this application. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Not applicable. b. What views in the immediate vicinity would be altered or obstructed? The proposed utility work is at or below grade. c. Proposed measures to reduce or control aesthetic impacts, if any: Not applicable. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 11. Light and Glare a. . What type of light or glare will the proposal produce? What time of day would it mainly occur? The existing street areas are within lighted areas. No improvements are planned to lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Shields will be provided if required. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Not applicable. Please respond to all .questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No measures to reduce or control impacts on recreation are proposed. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. To our knowledge there are no places or ojbects associated with the site that are known at this time to be on any historic register. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To our knowledge there are no landmarks or other features of known importance on or in the immediate vicinity of the site. c. Proposed measures to reduce or control impacts, if any: If culturally significant objects are found during site preparation work, the Washinton State Office of Archaeology and Historic Preservation will be notified, and appropriate measures will be taken. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 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 water line on Andover Park East will replace an existing 12 -inch cast iron pipe installed in the 1960's. The water line will be installed in the public street. A 10 -inch water line will be installed in Christensen Road from north of the Seattle 60 -inch Public Utilities water line to the cul de sac at the end of Christensen Road. The new water line will be installed in the existing public street. Once construction is complete, there will be no change to the traffic capacity of either street. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The project is along public transit routes. The routes will not be affected by the construction nor will the existing bus stops. c. How many parking spaces would the completed project have? How many would the project eliminate? No parking stalls will be added to the project. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new roadways will be built for these projects. Both projects are underground pipelines. Consruction trenches will be patched with asphalt. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Not applicable. Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The completed project would generate no increase in vehicular trips. g. Proposed measures to reduce or control transportation impacts, if any: No measures are proposed. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be no increase in public services required due to these being underground pipe projects. b. Proposed measures to reduce or control direct impacts on public services, if any. No measures are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system other: Please respond to all questions. Use separate sheets as necessary. - Applicant Responses: Agency Comments b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sanitary Sewer: City of Tukwila Storm Sewer: City of Tukwila Water: City of Tukwila C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments D. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. ANDOVERp 3 EAST WATER LINE N VE C K FY MAP 976 ft Ci GIS Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. RECETVED FEB 22 20M1 aRj UMW VICINITY MAP MATCHLIN -g-T--2 SEE SHEET 3 R/W REFERENCE: RIGHT-OF-WAY INFORMATION SHOWN HEREON IS BASED UPON MONUMENTED POSITIONS WHERE MONUMENTED POSITIONS ARE NOT SHOWN RECORD INFORMATION WAS USED. PLOT OF ANDOVER INDUSTRIAL PARK NO. 1-4 -KING COUNTY ASSESSOR'S MAPS HORIZONTAL DATUM: WASHINGTON STATE PUN COORDINATE SYSTEM. NORTH ZONE (NAD 83/91). USED WSOOT STATIONS GP17005-106, GP17405-62 MID HC17-6 LOCATED IN THE CITY OF TUKVILA VERTICAL DATUM: USED CITY OF TUKWILA VERTICAL DATUN (NGVO 29) BENCHMARKS USED & PROVIDED BY THE CITY OF TUKWILA WERE METRO BM ES447 EL = 24.645 AND MON. AT THE INTERSECTION OF STRANDLER BLVD & ANDOVER PARK WEST EL = 24.43 SOCB RIM 22.41 8" CONC (W) LE 2051 8" CONC (SITE) !.E 20.45 SDMH 1451 23.31 8' CONC (SW) I.E. 2023 8' CONC (OLE 2016 ALBERT LEEWATER FED) OS 404 STRANDS' 101. 0 aO� RCN SIRANOER_dA r SD.1,4*°0 R111 22.57 8" CCNC ( 8' CONC ( i7) 1.E 2047 1.E. 2023 5008 RIM 22.44 12" 0040 (N) I.E. 19.69 1.2" IRON (N17) 1.F. 20.14 12" CONC (SE) LE. 1076 CONSTRUCTION KEY NOTES ?`' I STA 0+36 22.0' RT. 1-16" TEE FL (CUT TEE) 2-8" GATE VALVES FL 2 16" X 8" REDUCERS FL 1-16" BUTTERFLY VALVE MJ X FL 2-8" ADAPTERS 3 THRUSTING BLOCKING PER RESTORE CROSSWALK STRIPING MATCH EXISTING MATERIAL RESTORE PAVEMENT PER DETAIL 1)uo - 010 ABANDON IN PLACE EXISTING WATER LINE NORTH OF EX. GATE VALVE . PROVIDE BLIND FLANGE AND THRUST BLOCK AFTER ABANDMENT. CONTRACTOR SHALL MAINTAIN ALL EXISTING WATER SERVICE ONES UNTIL THEY ARE RELOCATED TO THE NEW PIPE. WHEN EXISTING SERVICES ARE IN THE SAME ALIGMENT OR SAME GRADE, PROVIDE TEMPORARY BY BYPASS SERVICES OR RELOCATE SERVICE LINE TO AVOID CONFLICT. GENERALLY, INSTALL NEW MAINS AND SERVICES UNDER EXISTING WATER MAINS OR SERVICES. IN ANY CASE, COST FOR TEMPORARY BYPASSES OR REALIGMENT SHALL BE INCIDENTAL TO PROVIDING SERVICES OR CONNECTIONS, SOCB RIM 2" 59 8" INA (5) I.E. 20.5. SDC8 RIM 22.34 12' CCNC (SV4 LE 20.49 SOCB [RIM 25.50 ,5 8' CONC (AE) LE 20.40 'i' 8" CMP TRAP (S) LE 20.40 VIDEO ONLY 290 ANDOVER PARK EAST RIM 22.31 8" PVC (N) LE 20.41 8' PVC (SiY) LE. 20.57 45008 8/11 24.33 8" CCNC (NW) LE 19.45 12° CONC (N£) LE 79.53 8' 0111, (S4) L_% 19.53 TRACT 3 3508 733 23.47 12' ADS (1) I.£. 21.04 8' CONC (N£) LE. 20.52 12' C080 ) LE 19.2 'GNC )1E. 19.32 12° :CNC Y) LE 1942 1 ,aVC 4VI) L 104: RLI 25.43 8" CCNC (NE) l.E 2025 6" 00110 (S£) L£. 20.28 WLDINO FOOTING WALL SOCB .RIM 2167 LE 21.57 MIl N8876'10'W 10810 0+0' R111 24.01 12' C1R (IJ) LE .179 8" C1R (NN LE. 1179 8' CTR (E) LE 1.179 12" CTR (NE) 1.£. 11.79 8" CTR (SE) L.E. 1179 58874101" 25133' 12" METAL (N) \S RIM 2282 12" CONC (W) LE. 19.54 8" ADS (S) 1.E 20.37 12" CONC (NE) 1.E 19.71 SOWN RIM 22.44 8' CONC (N) LE. 20.19 8"CMG (E)LE 19.99 12' CONC (9) LE 19.79 MTH CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 50191 RIM 22.08 4" CONC (SW) LE 2068 8' CONC (AE) I.E. 20.71 SOWN RIL1 22.33 8" ADS (V4 LE. 1962 12' CONC (S0 1.E 19.38 12' CCNC (E) I.E. 1888 36 N,.%11 INFORMA77OV SDMH RIM 2315 12' CONC (1V) I.E. 19.3,2 12' CONC (S) 1.E. 19.18 BOLLARD 9 -DIA 208 ROA 24.29 8" CONC (V7) LE 22.04 8' CONC (E) I.E. 2204 RIM 2241 48" 011/ (l'/) LE. 519 12" C1R (N) LE 5.19 24' CTR (£) lf. 5.19 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. PU RIC EFT® -EMOBRIi EN9NG-STREETS-@,'ifk;'ESR.S E -PANES. 43U@LDING- BY DATE DESIGNED TPC 9/2009 DRAWN MPC 9/2709 CHECKED PROD. ENG. PROJ. MR. MPC 9/2009 FIEID BK. NO. SOCK RIM 24.33 8' ADS (W) L£. 2205 12" ADS (N) 1.E 21.52 8' ADS (S) LE 22.08 RIM 25.10 12" ADS (W) LE 2290 18" ADS (S) LE_22.90 SOCB RIA 2&34 12' ADS (10 1..E 2294 12°ADS (£)/.£.1966 ANDOVER EAST WATER LINE UPGRADE" 0 10 20 SCALE: SCALE LEGEND 40 "NY MN 1 1 r•". . 1 CONCRETE CURB GUARD RM. RIGHT OF WAY CENTER UNE FOG UNE ASPHALT GRAVEL CONCRETE RETAINING WALL FLOW UNE WATER UNE SEWER LINE STORM DRAIN UNDERGROUND GAS MAIN UNDERGROUND TELEPHONE UNDERGROUND POWER FENCE CULVERT ROCKS VEGETATION FOUND MONUMENT IN CASE TRAFFIC BOLLARD SEWER MAN HOLE UGHT POLE WATER VAULT POWER VAULT CABLE TV VAULT GAS METER FIRE HYDRANT 3 FIRE DEPT. CONNECT TRAFFIC SIGN WATER VALVE POST INDICATOR GAS VALVE CATCH BASIN WATER METER YARD UGHT TELEPHONE PEDESTAL TELEPHONE MANHOLE POWER POLE GUY CATCH BASIN 2 HANDICAP HAND HOLE YARD DRAIN BLOW -OFF VALVE PEDESTRIAN SIGNAL POLE OVERHEAD SIGNAL LIGHT Q DECIDUOUS CD OT CPP RCP CONIFER SHRUB HAND HOLE CORRIGATED PLASTIC PIPE REINFORCED CONCRETE PIPE PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W. 1MAA REVISED PER 01Y OF TUKWILA 2' 16 PROJECT H?03 NO DATE REVISIONS =Le l'=20' DALE: 2/2002 w VICINITY MAP T,6(0N3JRVCTION KEY NOTES PROVIDE 1.54 0S' ERTI CE TO EXISTING METER TUKWILA STD. DETAIL WS -15 50CD RL'J 24.25 6' PVC (S) I.E. 21.65 6" CLAY (WSW) LE. 21.05 Mg PROVIDE FIRE HYDRANT ASSEMBLY W/ 18 LF ± 6" DIP . 9 PROVIDE 8" FIRE SERVICE 1-16" X 8" TEE MJ X MJ X FL 1-8" GATE VALVE MJ FL THRUST BLOCKING 3 20LF±8"DIP 9 CONNECT TO EXISTING SERVICE 2- ELBOW MJ IF REQUIRED 3/4" CORTEN STEEL SHACKLE RODDING BETWEEN ELBOWS TRACT 2 SLNB RIM 2.327 8' RCP (6) LE. 21.17 r PVC (8) LE. 21.82 8' RCP (8) 1.E 21.07 PROVIDE 1 gTLJKWIILAS PROVIDE70FI W/ 18 LF PROVIDE -8 1-1¢" X 1-8 GA 3/4" COR 20 LF ± 2-45' E 1-8" ADA THRUST BL CONNECT 5008 8/LA 2195 6 CLAY (8) LE 21.55 6°CLAY (S)LE. 2160 rt. SERVICE TO EXISTING METER D. DETAILRT�WS-01 PH. YDRANT ASSEMBLY 6" DIP 9 FIRE SERVICE TEE MJ X MJ X FL VALVE MJ X FL N STEEL SHACKLE RODDING BETWEEN ELBOWS DIP TER CKING EXISTING SERVICE RI 0 - 010 RESTORE SIDEWALK AND CURB. MATCH EXISTING CONDITIONS. In DEMOLISH FIRE HYDRANT RETURN TO CITY SHOPS. 5 'IA 3.01A. JUIA. TRACT 9 5008 RIM 2524 12' CCNC (NE) I.E. 20.89 L URU7Y EASEMENT PER PLAT Cep O3 U/0. d" VIDEO ONLY 3 N 11 H 31 V V4 290 ANDOVER PARK EAST //////////////////, X 24 J3 TRACT 3 eCAW (Nw)LE.19.45 19' rlwr /NF1 i C f0 S7 -_ SEE U CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 !LAIC W TRACT 3 SOCK "B. RLM 23.30 8' RCP MIL 2095 8" RCP (NE) LE. 21.00 8' RCP (5) LE 2095 12' RCP (S) LE. 2050 E To - GONI[E[ERHa'33'O-S3 EETZ-IRE TIEg3"S IEfF3-PARif S-VI990_DOrMa= RIM 24.07 8' CCNC (5) 1.5 2227 DESIGNED DRAC:N CHECKED FROJ. ENG. PROS O;R. FIELD OK. NO. 8Y OATE UPC UPC NPC TRACT 10 -04 N S5MN RIM 2525 10' CLAY (N) I.E. 1105 10" CLAY (S) I.E. 1135 6' CLAY (58) Lf. 11.30 ANDOVER EAST WATER LINE UPGRADE 0 10 20 40 SCALE 1"=20' "THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION". PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W.M. Ift4AD REVISED PER QTY OF TUKNILA NO DATE REVISIONS r 16 PROJECT Na 99 1/T03 WALE r=20' DATE 2/2002 of iv -ri 2° corn r 3? zi E N oIo DIA "014 03 • TRACT 9 5.011H 1'11 2605 12'D'P(E)LE. WC9 RIM 24.75 12' C°P (N) I.E. 18115 12' CPP (4 LE 10735 1925 L '/A. RIM 24.13 8' RCP (E) 1.E 21.73 ?1M 24.33 8' RCP 019 LE 21.73 12" RCP (N) LE 17.73 12' RCP (5) LE 17.93 12"RCP (£)I.E.7 ' N y QS0MC?.Ir75 13' RCP (NE) LE 21.85 t4 Cr•P (530 I.E. 21.W 2"014 O 47NA E. 1.105 E 1235 LE. 1330 w Z,., 7 214 w I- (A Q W tit 93 LF 16' DIP WJ 0 m CONSTROCTION KEY NOTES 17.1 STA 5+68± PROVIDE 6" FIRE SERVICE 6" GATE VALVE MJ X FL TRUST BLOCKING 20 LF ± 6" DIP CONNECT TO EXISTING SERVICE STA 6+61 40' RT PROVIDE FIRE HYDRANT ASSEMBLY 18LF ± 6" DIP 651 4ikA RESTORE TRAFFIC LOOP PROVIDE 1.5" WATER SERVICE TO EXISTING WATER METER. STA 8+70 ± 23.50' RT.. PROVIDE 10" SERVICE 1-16" X 10" TEE FL 3 10" GATE VALVE MJ X FL THRUST BLOCKING 30 LF ± 10" DIP 16" BUTTERFLY VALVE FL X MJ CONNECT TO EXISTING SERVICE 2-10" 45" ELBOW MJ 3/4" CORTEN SHACKLE RODDING CONNECT TO EXISTING 10" WATER 3/4" CORTEN SHACKLE RODDING AND TEE. Ell 11 • �i 'LAR ■ RV 24.51 15"RCP (N)LE 16.1 12" CFP (E) LE 16.1 tg t'TIJ�UI210 LF 16" DIP 1' Ur1UTY VAULT SOLD Rl'! 24.17 12' RCP (N) LE. 16.37 12" CPP (E) 1.E 16.47 12" RCP (;71 11. 16.57 TRACT 10 BETWEEN ELBOWS LINE BETWEEN ELBOW ora 3 •• co • II II J& 3 3 'L4. 5002 RGA2'&4 12'R,1'(NE)LE. k34 I2'GYP (SW)LE 1:'44 W m V i 3 �- ■ 411 34 LF 16' DIP_� 54 LF 16 DI• -�� 1111111111162 .." SOC8 RPM 23.00 6' RCP (N5') LE. 2025 12" RCP (11I7 LE 1595 12' RCP (5) LE 15.60 \ yl& S3H lklikl . Rim!! 24.16 v I f.02 B' CL1 Y (E, i$H S) ,...<4 i, ..^4,27 ' ui 13 , • by c 3"0/A O 3"014 BRICK A 11.40 POLE 4• SDG'B RIM 22.95 12' RCP (WO LE. 16.95 STA 9+04± PROVIDE 8" SERVICE 1-1§" X 8" TEE MJ X MJ X FL 1-8 GATE VALVE MJ X FL 3/4" CORTEN SHACKLE RODDING BETWEEN ELBOWS 20 LF ± 8" DIP 1-8" 45' ELBOW MJ 3 THRUST BLOCKING 9 CONNECT TO EXISTING 8 WATER LINE 3/4" CORTEN SHACKLE RODDING BETWEEN ELBOW AND TEE. STA 9+57 40' RT. 6 PROVIDE FIRE HYDRANT ASSEMBLY 18LF ± 6" DIP 3/4" CORTEN SHACKLE RODDING BETWEEN ELBOW AND TEE. CONTRACTOR TO POTHOLE AREA PRIOR TO INSTALLATION OF TEE FOR FIRE HYDRANT. FIRE HYDRANT MAY BE RELOCATED IF CONFLICT EXISTS 10' Urn" £ASENE,T PER PLAT '3. I 5008 RIN .,3.771 W. RCP ())1) LE 15.02 15' RCP (6) LE 517 15' RCP ((`n LE 517 14' 2ty 1- ■ ,95 l--11 V Ei ' "0141 r l50 k 03_.1,7 Mai& VA 111! 2215 12' RCP (N£) LE. 16.45 Cq 6" RCP (E) I.E. 7855 12'RCP (W)l.E 1645 5005 RIM 2249 6' RCP (SO) 1.E. 22/9 TRACT 4 w Z J = w I- v, aW 1-te' umnv e.e...•..rnevs 0 10 20 40 SCALE: 1"= 20' CUT IN 8"GATE VALVE MJ PROVIDE DEADMAN BLOCK CUT IN 10' GATE VALVE MJ PROVIDE DEADMAN BLOCK 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT RENEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. LIC WOR 1 BY DATE DESIGNED NPC 7(7+/61 PC CHECKED PRD.. ENG. MPC PROD. DIR. FIELD BK. N0. CALL- 48 HOURS BEFORE YOU DIG 1-800-424-5555 11 SL II AN OVER EAST WATER LINE UPGRADE PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W. 1 1/L.02 REVISED PER CITY CP TUKWIL.A NO DATE REVISIONS <16;: PBD.2cT Ka 994'T03 SCALE 1'=20' DATE 2/2002 • • • • y N r. 9 2• r. 9 x • V • MATCHLINE SLC8 R11A 22.35 12' RCP (Y) LE 1570 12" RCP (E) 1.E 1570 50C3 2I 2442 RCP (E) IE. 15.57 AURA (£) LE 15.57 1 RCP (V) I.E. 1572 8 CP (01.E 1577 12 LUA1 (VERO 1.5 21.72 SCC3 R/A0 23.34 12' RCP (S) 1.E 15.48 12' RCP MIL 16.48 PLO OIO / 5008 Alf 24.48 12'ADS (N)1.516.30 12' ADS (5) LE 16.29 12' ADS (L) LE. 16.31 by city gis 10' uiiu1Y EASEAI 3.01A alMIKEKSO CRASS 0C3 RIM 24.08 3' CHP (E) LE. 22.26 w m 0 10 20 40 SCALE: 1"=20' 3191A. 5b1 ANDOVER 36 LF 16" DIP SO1 U4'14"W 45913' 87 LF 16" DIP 1- w w u) w m 188 LF 16' DIP 4-7` '' 1.2% T1A 3 D Q i® D P'uni�>r EASEMENT PER • T i� 1n D 1 O A 312 1 I � CONSTRUCTION KEY NOTES s:1 RESTOE PAVEMENT PER DETAIL RESTO E SIDEWALK AND CURB MATCH EXISTING CONDITIONS TRACT 4 rJe DEMOL SH FIRE HYDRANT RETUR TO CITY SHOPS gl STA 1 +33 38' RT. PROVI E FIRE HYDRANT ASSEMBLY 18 LF ± 8" DIP f2°g STA 1 +46f PROM E 10" SERVICE SEE DETAIL THIS SHEET STA 112+81 20', RT. ST11 115+81 22.5 LT. 16 4ELBOW MJ THRUST BLOCKING • SDCB R1li 22.23 12' RCP (E) I.E. 14.73 12' RCP (w) 1E 1484 saw RAI 2500 81=11.918' CLAY (H, 8) by city gls A . STA 13+36 22.5 FT LEFT PROVIDE 8" SERVICE 1-1f;," X8" TEEMJXMJXFL / 1-8 GATE VALVE MJ X FL // Q 3/4" SHACKLE RODDING BETWEENLBOWS Q / 25 LF ± 8" DIP 1-8" ADAPTER / /_ ' / 1-45' 8" ELBOW MJ 1-45' 8" ELBOW FL R81 24' . CP (N) LE 1515 18" CP (S) LE. 1515 / / / / / �' / THRUST BLOCKING v// 41M1OVIDE 3 SERVICE /� 1-1q," X 6" TEE MJ X MJ X FL CONNECT TO EXISTING SER/VICE C / 1-6 GATE VALVE FL / / 1-6" X 3" REDUCER FL 55 LF ± 3" DIP / / THRUST BL tyI RG / ONNECT T j, (IIS1,NG SERVICE C 1 -1f;," X 6" TEE M / M X MJ X FL 3" ADAPTER MJ X FL 1-6 GATE VALVE L STA 10+46± PROVIDE 3" SERVICE / BY 1-6" X 3" REDUCEEt FL © / 15 LF±3"DIP THRUST BLOCKING/ ‘11"/ CONNECT TO EXISTING SERVICE / 3" ADAPTER M 11 X FL CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 N WRIER MH RM '24.553 11, ;1WA s 1111 1,1 R91=24.53 � 20' HIGH METAL SIGN ON POST El 4 94� H; 2556 `OLJ Y (7) COY (S) E. 1341.: .E. 134E' 3ARKe"--,,, • CONNECTION TO EXISTING VAULT 1I "THESE DRAWINGS ARE ISSUED F PERMIT REVIEW PURPOSES ONLY NOT TO BE USED FOR CONSTRU R CY D AR: TION", 1-16" X 10" TEE MJ X MJ X FL 1-10" GATE VALVE MJ X FL 2-10" ADAPTERS 25 LF ± 10" DIP THRUST BLOCKING CONNECT TO EXISTING 10" GATE VALVE EXISTING 10" LINE. DEMOLISH PIPE WITHIN VAULT. PACK PENETRATIONS WITH GROUT. PROPOSED 16" LINE CORE DRILL VAULT FOR 10" LINE. PROVIDE 2-3/4" CORTEN STEEL RODDING BETWEEN 16" TEE AND EXISTING. VALVE IN VAULT. PROVIDE 2-10" BENDS FOR VERTICAL CHANGE IN ELEVATION BETWEEN THE EXISTING 10" AND THE PROPOSED 16" LINE. FIELD FIT FOR LOCATION OF. OF BENDS vi 03 '4 g S 1O QV 5 _ ��y_ F ANDOVER EAST WATER__ _ _ - .. -- .... ._._1 .. As UPC .. ... kiliP .: ��. Vii.1 E. .....J�` . -EEA'IGHIME. ER9NG•.,=wSfTI.NEETS-WA V1'ER-S ;:.f ... . .: EN"PAR ` j+'cEsimp �jJ�, ^L "ELOOLIEDO 0 I - . DILIL,N BY 3/69 UPC LINE UPGRADE...... 2T03 CHECKED PLAN SHEET -P N E 1/4, SEC . 2 o W. M M. NE I T 2 3 N 4 E ) PROJ. ENG. m ec 61 P s9 PROD. D.R. ND o� REVISED PER IOF TUKNIU FIELD BK. NO. VISIONS20' - A 2 DATE: /2002 D vi 03 '4 g S 1O QV 5 � (QO 008 141 24.06 • GYP (E) 1.E. 2226 WW1 RIM 22.40 12" RCP (ENE) LE. 15.20 12'RCP (W)1.E.15.00 12' RCP (F7) LE. 21.20 TRACT 3 w z J U H s rn N CRASS — — — 5 0/5. 5015. 3L 2• VER PL ............. .. ,:,:..::: R0f=24.551 YER11C1f 5000 KM CAP RSA 2243 E. 134E E. 154E' 50/411 R1E1 23.26 5" RCP (E) LE 13.16 24" RCP (S) LE:. 11.76 12" RCP (Sa) LE 11.91 WATER 7101002 0 10 20 40 SCALE: SCALE CONSTRUCTION KEY NOTES RESTORE PAVEMENT PER DETAIL I RESTORE SIDEWALK AND CURB s4 MATCH EXISTING CONDITIONS DEMOLISH EXSITING FIRE HYDRANT ! RETURN TO CITY SHOPS ji PROVIDE 2" SERVICE CONNECT TO EXIST. METER 651 HI MOL POLY CL 200 PSI TR. i0; 1.E. 17.85 TOP E1 19. TRACT 6 11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 5CLDi1427 604 2331 I.E. 17.5 N, 6' PVC I.E. 18.2 NE, 4' CONC. TRA ; P,E S, 20.3 PUMA WO' :- S ❑P •...'. MING 0--1 811H POST. Irk -EIAIII-;9UISEER96¢1e-STI EITS-9i ATER-SI ER.PARKS-53IthilLENIPM- BY 000100ED DRAWN CHECKED P00 . ENG. ' PROD. 072. FIELD 85. NO. DAIS MPC MPC 77PC CB 1426 RPA 22.93 LE. 20.5 SW, 4' CONC. "THESE DRAYIINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION". i 1 STA 17+85 PROVIDE 8" FIRE SERVICE 1-16" X 8" TEE MJ X MJ X FL 1 1-8" GATE VALVE MJ X FL 3/4" CORTEN SHACKLE RODDING BETWEEN ELBOWS t 15 LF ± 8" DIP C 1-45' ELBOW FL 1-8" ADAPTER 1 1-45' ELBOW MJ pi THRUST BLOCKING CONNECT TO EXISTING SERVICE 3z;i STA 15+42 22.5'LT. STA 18+22 22.5'LT. PROVIDE FIRE HYDRANT ASSEMBLY a 150E ± 6" DIP RESTORE TRAFFIC LOOPS ANDOVER EAST WATER • •LINE -UPGRADE' ....... PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W.M. 1104 REVISED PER CITY OF TUKWILA NO DATE REVISIONS 16, P201057 NO 99W703 SCALL 1'=20' GATE: 2/2002 • fT • co o CRASS 54, Nva a TRACT 3 i SOW RIM 22.49 12' CLAY (N) LE. 16.34 12' CLAY (E) 1.E. 16.19 2' CLAY ('i/) 1.E. 21.24 12'CLAY (W)LE 16.02 60/A 601 6'D/A 60/A JDDVER PARK EAST ANDO\V PARK E '4bS0C8 8111 24.33 12' CLAY (.,) RESTME PuiO CONSTRUCTION KEY NOTES ZAP/ ,i111 2500 i= 1598 I3' CLAY (S) BA 6009 RIM 2540 4' RCP (N) 1.E 21.30 ON aTr 09 O 20' MIEN METAL SIGN AsH3 ON POST A a SDCB RCJ 23.13 6' RCP (N) I.E. 20.23 4' RCP (S) LE 2048 5011N RBI 2329 12' CLAY (W) 1.E. 1209 24' CLAY (N) I..E 11.24 12' CLAY (NW) L.E. 1209 12'CLAY (S)LE 11.24 RESTORE PAVEMENT PER DETAIL MATCH EXISTIENGA CONDTDIONSRB STA 19+62± PROVIDE FIRE HYDRANT ASSEMBLY 13 LF ± 6" DIP STA 20+80± 22.70'1.T 1—TEE 16"X 8" FL 1-16" BUTTER FLY VALVE MJ X FL 1-8" GATE VALVE MJ X FL 17 LF±8"DIP 1-45' 8" ELBOW FL THRUST BLOCKING CONNECT TO EXISTING 8" LINE PROVIDE 2— 3/4" RODDING BETWEEN 45' ELBOWS 2-8" MJ X FL ADAPTERS 0 10 20 SCALE: SCALE RESTORE CROSS WALK MATCH EXISTING STA 20+98± 22.85' LF 1-16" 45' ELBOW MJ 3/4" CORTEN SHACKLE AND TEE THRUST BLOCKING STA 21+49.91± 81' LT ± 1-12" TAPING TEE FL 1-12" GATE VALVE FL X FL 1-12" X 16" REDUCER FL 1-16" ADAPTER FL X MJ THRUST BLOCKING CONNECT TO EXISTING 12" UNE CURB AND GUTTER TO NEAREST JOINT LINE RODDING BETWEEN ELBOW C'AVERT LE 20'± 12" DIP CONNECT TQ EXISTING 12" VALVE (TO THE NORTH) PROVIDE 12 ADAPTER IF REQUIRE REMOVE AND WASTE HAUL OLD PIPE AND CAP EXISTING 12"LINE TO TH_WEST DE THRUST BLOCKING PROVIDE 1-10"X 12" REDUCER FL 1-10" ELBOW FL \I '59C8 1-10" ADAPTER MJ X FL RD! 2516 CUT 12" PIPE TO THSOUTH ' V4�(1 AY)LREMOVE AND WASTEEHAUL OLDFE TEETHE E TEE AND CAP I 1 I 112' CLAY (.N.NEaIZCT 10" ELBOW TO EXISTING 10" VALVE II11 I 1 I I / CB 1932 MN 2119 I.E21.8W.4'CONC. RIM 2321 12' CLAY (N) /.E 15.96 12' CLAY (SE) LE 1505 TRACT 4 8.15 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CB 1480 RIM 23.06 I.E. 22.1 E, 6' PVC TE7'PORARYI C14A7NLINH 1 FENCE _E / CB 1863 RIM 24.31 LE. 21.3 N. 12" CONC. C8 1857 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- CB 1611 /RIN 9%77 BY DESIGNED DAZE... uPc DRAWN CHECKED PROJ. ENG PROJ. DIR. FIELD BX. NG UPC UPC -ANDOVER-EAST- WATER • LINE UPGRADE / / PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W.M. 40 NO 4e 01Q F� w "THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION".EVI PROJECT NR 99WTOJ 1/H141 RSED PER an of 11"4"SCALE 1'=20• DATE REWSIDNS DATE: 2/2002 v� 0 03 � C EZ tn z� s ri i A 5 g 0 g � o 0 5 e BARKr", =: RI' 12' 6' 10' CMP 5699 1427 RW 23.31 I.E. 17.5 9, 8' PYC I.E. 71f8.2 NE, 4 CONC.VC TRA�5CV STANOPIPEP5, 20.. C8 1426 RIM 22.93 LE. 20.5 Sri, 4 CONC N; PIAT A00OIG S31H POS 1IET.4L RAMP CB 1425 6111 22.97 I.E. 20.4 5E. 12' CONC. RI11 23.93 I.E. 21.1 E. 12' CCN AS43 C8 1424 RIM 23.18 I.E. 20.4' N. 12' CONC. SOWN RN 27.12 18' CONC (N) LE. 159 24' CONC (NE) LE 14. 7 24' CONC; (S) LE 151 • ?RACTi 6 ROM 26.7'. 12' CONC` (N) LE 17.75 12' CONC' (SE) LE IZIS 12' CONC. (W) LE 21.02 SOCK RIM 2519 _ 12' COW. (E) LE 2237 (-)CIPS () (Daps o BARK NIC 16 E. 1290276.64 EL. 26.94 CB 1002 RM 27.15 I.E. 23.8 S, 12' CONC. SOMH 1022 CONTRs 61N 27.48 I.E. 20.1 17 18' COP I.0. 20.0 E. 1: 1 5 7191000 R81 27.17 LE. 20.5 1V, 12' CONC. I.E. 19.5 NN, 12" CONC. I.E. 19.2 8 12' C0NC. CB 1003 Rill 26.79 LE. 16.0 N. 1CONC. I.E. 17.7 S, 1 CONC. SOWN \\\_IM 26.87 2' CONC (N) LE 2087 8' CONC (S) LE 16.83 2' CONC (618) LE 16.93 24' CNP (SW) LE 14.07 0 IF - W N LLIU) duo -ora CONSTRUCTION KEY NOTES • STA 56+78.932.64' RT. 10" X 10"X 8" TEE MJ MJ FL 8" GATE VALVE FL 8" 11.25 ' ELBOW FL 8" ADAPTERS THRUST BLOCKING RESTORE CURB AND GUTTER MATCH EXISTING RESTORE CONCRETE DRIVEWAY MATCH EXISTING • STA 57+12.26 0.70' RT. FIRE HYDRANT ASSEMBLY 26 LF 6' DIP THRUST BLOCKING STA 58+21.10 11.65' RT 10" 11.25' ELBOW MJ THRUST BLOCKING 1111M-21E-9111N- 0 Io 0 10 20 SCALE: SCALE 40 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. PUti LI s DEPT. -fE619e9619EERIIINICI-Si' EREIETS-'6 ATlER-SI @H/ER-9aA(k40 S-IIEWAL®9E31©- 0E90NED DRAC11 CHECK= MPC 9/2009 MPC'9/2009 r PROD. ENG PR0,1. DIR. MPC 9/2009 FIELD BK. 90. CHRISTENSEN RD PLAN SHEET. NE 1/4, SEC. 26, T23N, 4E, W.M. IDVM DATE REMISED PER CITY OF NKri9A PROEM NR 99W703 SCALE 1'=20' DAZE 2/2002 20 m � m ▪ n 3cr ▪ eig 5 1896 TRACT 6 SUCK RIM 21.48 r Ph. (S) LE 2058 SOCK SDMH RIM 22.12 RIM 2552 12" CONC (III) LE 18971 I2' CONC (111 LE 19.69 6' PVC (E) LE. 19.72 ,� 12 CONC (£) LE 1882 J (68TH AVE."S.) CHRISTENSEN RD. • N0170'25t 45104' i -- NATER PASS WWI A' 1 MN 12.` _ va 11 IE OF 12' STORM CLEARANCE WG -P J LW POST S SHEET 5 OF 16 F FIRE WATER SERVICE `` 8 W 2 F - LL 0 L,_.I Z J Li afT �1v I /b:% N14011 0" De /'0/ 44/ Fair SAVH RBI 21.48 18" coma (N) LE. 1658 6' CMP (E) LE. 1823 12' CM (S) LE 1833 8' CAP (Ih LE. 1688 SSLIH RIM 21.92 6'PVC (NE)1.E 17.17 6' PVC (E) I.E. 17.17 6' PVC (5) LE. 17.17 SOUR RIM 2583 24" CONC (N) LE 1563 12" COM (E) LE 2048 24" CONC (5) LE 15.8.3 12' CONC (11) LE. 17.63 RBI 2525 6" PVC (S) LE 2427 CB RIM 2547 12" CONC (H) LE 2061 6' PVC (E) LE 2007 N U7' ¢ OE eSTORM :1433±o V;✓ SOMN RIM 27.12 18" CONC (14) LE 159, 24" CONC (NE) LE 14. 24' CONC (5) LE 151 97 TRF R8I 2690 24" CVP VERDCAL RL9.R 24' GIP (NW LE 14. 6 70"CONO (1E. I At O 1;7 CLIO. (5) 1.0. 1.146 1 TRACT' 6 SCAN RIM 267: 12'COW! (N)LE 17.35 12' CONC.! (SE) LE 17.15 12' CONC.! (In LE 21.02 SOC8 RIM 2519 12" COW (E) LE 22.37 / / /////.//, ,I I II I r tr7N t tY 91091, .. 0' 5091 78 01014/ C8 1003 E12950 RUM 28.79 15.95 11. 17.7 S. SELL '26;09 SOMH W CDp I� 26.83 Z CONC (N) LE 2083 I8' CONC (5) LE 1663 = w 12' CONC (N99 LE 16.93 _ . U (,, 1- N Q ta M isi 24' CMP (SW) LE 14.07 PLi�-opo CONSTRUCTION KEY NOTES gni CONNECT ggTTLO� EXISTING VALVE ANDOBLOCK PR&VIDEGFg„OR PjjJG 10 45 ELBOW FL &BLOCADAPTERS RESTORE SIDEWALK AND PROVIDE HANDICAP RAMP PER DETAIL STA 53+10.44 14.00' RT. 10" 4{5' ELBOW MJ. & BLOCKING 2-3/4" SHACKLE RODS BETWEEN 45' ELBOWS ggi STA 54+27.8 12.56 RT. 10" 11.25' ELBOW MJ BLOCKING THRUST BLOCKING ST1% 55-t28.89 5.20' RT 10 X8 TEE MJ X MJ X FL 8" GATE VALVE FL 8" 11.25' ELBOW FL & 8" ADAPTER BLOCKING THRUST BLOCKING RESTORE CURB AND GUTTER MATACH EXISTING RESTORE GUARD RAIL RESTORE ROCKERY FIRE HYQRANT ASSEMBLY 26 LF 6 DIP THRUST BLOCKING CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 0 10 20 SCALE SCALE 40 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT RENEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION". 7W "PE T. -I NGIIS EEFiIING-SB'S EET -Ut9ai TEFII-SE1vIMEER-PAL+'tiMB-EIUBILEMMO- BY DATE DESIGNED wPC 9/2009 DRAWN ((PC 9/200$ CHECXED PRDJ. ENG: .: NPC 9/2009 P110J. DIR. FIELD BX. NO. ANDOVER EAST WATER UNE UPGRADE CHRISTENSEN RD PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W NO I/NIl DATE REVISED PER CITY OF TUI(INLA .10 16 PRaECT Na 99LVIO3 SG0E: 1'=20' REVISIONS DATE 2/2002 o mo rrigo CO rE Z -4 r 6' PVC 4• CONC. 6' PVC P0 5 20. 4' CONC CCNC. / / / / • s C8 1479 RIM 23.13 I.E 21.2W,6'PVC I.E. 20.3 N, 12' CONC. I.E. 20.3 1 12' CONC. / PRT SEC N.` C8 1932 RIM 23.19 I.0. 21.3 0. 4' CONC. triMCT 4 TEMPORARY CHUNUNK FENCE i9R N i c) LE TRASH,,: BINS 119 LF 1• 27 Li 10-06. W, 18' E,18'AD. 1 CIJLV 18' ADS LE 19.7 C8 1423 RIM 23.67 LE 20.3 S. 12' CC#4C. LE 20.1 N, 72' CONC. I.E. 20.1 E, 18' CONC. CB 1535 ROA 26.55 I.E. 23.5 N, 12' 05N0. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 TRASH CAN 60C 19 N. 171326.44 E. 1290272.45 EL 26.88 CB 1480 RIM 2106 I.E. 22.1 E, 6' PVC ACT 4 061869 RDI 23.92 I.E. 21.0 E, 12' CONC. 10. 21.0 N, 1r CONC. LE 21.0 S, 12' CONC. CB 1863 RIM 24.31 I.E. 21.3 N, 12' CONC. I.E 21.3 S, 12' CONC. PLLOJ2 0 Jqb079461- 3 • 68' 2627F1 TRACT 4 C8 1857 RIM 25.19 I.E. 22.0 N, 12' CONC. I.E. 220E 12' CONC. TRACT 4 I.E 22.0 5, 12' CONC. 08 1559 RIM 26.90 1.E 22.0 E, 12' CONC. I.E. 22.0 W 12' CONC. 12' CLAY (SE) LE. 1606 TE'IPCR?RY *76817077 FENCE C8 1611 RIM 25.72 I.E. 22.5 S. 12' CONC. E OF 72' S70101 -20.09! N007946' 316.68' WA1ER PASS LRM 12* I 1r a 4 CHRISTENSEN RD ()NAPA a MIC 20 N. 171451.91 E. 1290200.84 EL 26.82 CB 1630 C8 1558 RIM 26.98 RIM 26.33 I.E. 23.7 W, 12' CONC. I.E. 22.1 E, 12' CONC. I.E. 22.1 S. 12' CONC. I.E 22.0 W, 12' CONC. TRASH CAN C8 1824 814 26.22 I.E24.3W,12'CONC. duo -o1 0 CONSTRUCTION KEY NOTES 768 STA 59+36.47 12.18' LT FIRE HYDRANT ASSEMBLY THRUST BLOCKING 25 LF 6" DIP STA 59+62.40 12.39' LT 10" 45' ELBOW MJ THRUST BLOCKING STA 59+68.53 6.38'1T 10" X 10" X 6" TEE FL 6" GATE VALVE FL 6" 45' ELBOW FL THRUST BLOCKING 6" AND 10" ADAPTERS M STA 59+84.39 9.22 RT. 10" 45' ELBOW MJ THRUST BLOCKING 0 10 20 SCALE: SCALE 40 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. J � LIC W'r MDQ pryE -EMOI€i9EEMI 9G-STRIEE S-IN1STEN-SEUVER-PSrRKS-SUBLIDOR30- BY DATE 000700ED MPC 9/2009 ORA= . -- CHEO(ED PRO,. ENG PROJ. Dat FIELD BA. NO. ANDOVER EAST WATER LINE -UPGRADE - CHRISTENSEN RD PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W. VIVO REVISED PER CITY OF TO SALA PROJECT Ha 99WT03 NO 041E REVISIONS SCALE 1'e$0' DATE 2/2002 itir CONC. IVO CB 1863 ' RIA1 24.31 I.E. 21.3 N, 12' CONC. IE. 21.3 S 12' CONC. 49 3.92 .0 E, 12' CCNC. .0 9, 12' CONC. .0 S. 12' CCNC. TRACT 4 CB 1857 RIM 25.19 I.E. 22.0 9, 12' GCMG. TRACT 4 I.E..22.02E. CCNC.06 CB 1559 RIM 26.90 I.E. 22.0 E, 12' CONC. I.E. 22.0 W, 12" CONC. 1?" CLAY (SE) LE 1606 C8 1611 RBA 25.72 LE. 22.5 S, 12' CONC. TEMPORARY CHAINUNK FENCE 0029'46 31668' WP3 RIM 26.98 RIM 26.33 I.E. 23.2' W, 12' CONC. I.E. 22.1 E, 12' CCNC. LE 22.1 5, 12' CONC. LE. 22.0 W, 12' CONC. TRASH CAN C8 1824 RIM 26.221 LE. 24.3 W,12'CONC.�. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CONTRACTOR SHAL GASKETS FOR ALL CONTRACTOR SHAL. IN CHRISTENSEN R CONSTRUCTION KEY NOTES CONNECTETQ EXISTING 10" DIP 10� GATE1 VALVE MJ BYEFL MJ X FL 10" LONG SLEEVE THRUST BLOCKING RESTORE PAVEMENT PER DETAIL ASSUME PAVEMENT THICKNESS TO BE 6" FOR CHRISTENSEN ROAD AND 3 BUSINESSES WATER UNES. 0 10 20 SCALE: SCALE 40 PROVIDE FIELD LOCK JOINTS IN CHRISTENSEN RD. USE CDF FOR BACKFILL 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION". P._ . ! LIC. W To -ERLIGMEEROi)IG-SIRE S-WATfEIS-SEIAM-PARKS-!£df1 ILEDtrma- DY DATE 0080900 MPC 9/2009 UPC 9/2009 CHECKED PROD. ENO. MPC 9/2009 PROD. DIR. FlELD BK. NO. ANDOVER EAST WATER LINE. UPGRADE: CHRISTENSEN . PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W. PROJECT NO 99W703 REVISED PER CITY OF IUKY.LA NO DATE REVISIONS 009.0 l'=20' DATE 2/2002 „:„..:, m XI in Mt DC Z P4 NJ c= ITI o O 1.1 10- On - - - 40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by date destined NPC 06/2009 drawn checked pro.' erg WPC 06/2009 proJ dr field bk no ANDOVER PARK EAST WATER LINE PROFILE SHEET SOUTH 16, File no 0 dote revisions scale 1'=20' date 06/2/2009 40 Irlin STA 2+75 RUNNING 8' STORM WEST TO E ST IE=20.964 EXIS ING GR DE CL IF STRE T 25.00 25.00_ EXISTI G GRA 1E CL 0 STREE ,--, g 3 STA 0+75 RUNNING 1E=19.91± 8' STORM EST TO EAT --I 2 20.00 20.0C =Er POT OLE* 28 Z POTHOLE*29 r WATER I AA 0+37 C =15.7t- T IRON. IE= 19.69 12' STORM ORM IE=20.50 12 HIGH POINT SOUTH OF SYSTEM 8' STA CES2-44 ATER lE= 1 +05 CAST IRONin 91± RUNNING RTH TO S TH 0 li AIN 15.0041V PROPOSI4D 16' DIP ATER MAIN 16' iIP VATER > IJJ 73 6;1 tj3 I • SEWER IE=13.50t TA 4+90 CLAY EA•T AND VES PIPE CO V) - 10.0 0 10.00 Z Wti ri 15i -J 5.00 C3 Ce ri R Z .2 E= 13.05 8 - NORTH - n -r1 r rri km X) 0 5.00 7=1 '-.< 0.00Clo) r P1 0.00 0-00 ANDIVER ., 0+20 0+40 0+60 0+80 1 PARK EAST 00 1+20 1+40 1+60 1+80 2-00 WATER LINE SCALE 2+20 2+40 2+60 2+80 3 VERT 1"=5 HoR. 1" =20 00 3+20 3+40 3+60 3+80 4-00 4+20 4+40 4+60 4+80 5-00 5+20 5+40 5-60 P5.00 EXISTING GRADE CL OF STRE:Tx ' RE . 3,. -, n 5.00 X-1-S-T-ING -GRADE- GL -OF--' 20.00 x > -I Cl x STA 6+60 RUNNING IE=16.52t 12' STORM WEST TO EAST iiiANKFAT IE=15.20± IE=15.17 15' IE=15.17 15' siTalts I. NORTH SOUTH . II+ POTHOLE* 33 .0.00 'Z' P1 w'+POTHOLE* ri xl ail + .-IE=1725± 317 EXISTING 8' STA 9+10 VATER PROPOSED 16' DIP VATI=T,izER_Ar_rri.51..M:ALNI 5.00 15.00 ... . PROPOSED 16' DIP WATER MAI cim t,EEASTifyiy6S- 1.1 1 STA 7+75 STORM 25.2 5.00 IE= 16.1i IE= 16.11 15' NORTH 12' SOUTH CD- STA 4+89 RIM = SAN 1.1• 24.16 HDLE 20' 16' DIP SLEEVE FOR 8' WATEP to rn i:3 ri 73 HIGH POINT OF SYSTEM IE 11.02 CENTERED RUNNING EAST 3M1 SAN SEWER WEST m -1.00 -1 0.00v.00 63 Ti r--. rri 0 5+40 5+60 5+80 ANDOVER 6-00 6+20 6+40 6+60 6+80 7+00 PARK EAST WATER 7+20 7+40 7+60 7+80 8-00 LINE SCALE VERT 8+20 8+40 8+60 8+80 9-00 1"=5 9+20 9+40 9+60 9+8010-00 10+20 10+40 10+60 10+80111-0-0 11+20 11+4( CALL BEFORE HIR. 1" =20 48 HOURS YOU DIG I 0 10 20 SCALE- 1"=20' - - - 40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by date destined NPC 06/2009 drawn checked pro.' erg WPC 06/2009 proJ dr field bk no ANDOVER PARK EAST WATER LINE PROFILE SHEET SOUTH 16, File no 0 dote revisions scale 1'=20' date 06/2/2009 40 TUo -on ti W O io J Q QLn D —I = EXISTIN GRADS CL ❑F STREET Y CC w o i 4- D 2 C 25.00 EX1ST$NG--GRAiDE—Et—OF—sTREET—� /r w n W 6 k r l Z f'1 20.00 i' I I TA 14+16 ..'WATER MANHOLE TIM= 1' 55 ASURE DOWN TOPOF PIpt. 1425E 39101 123' TO N/ TOP or PIE STA 1p5+�42 POTOTHOL 630'VAT2' D'oN C118.0 ` Z m (� ` D i PIPE _�_■ PROPOS D 16' DIP ATER MAIN -- --"II{_ PROP SED 16' DIP WATER MAIN p V ER MAIN SII { I _.111 '. -- 1 1 IE- �_;� , __ 8f������� MINI WAN= It al ta V) I—m10./. v' 10.00 _—�_ ■ STA ORM RU ING SOUTH 0 NORTH £ -0 S- XI -4F 5.00 STA 12+3: RIM=23.00 IE=11.918 SAN MAN OLE STA 13+09 IE=13.5 RUNNING 24'STORM 18' STOR4 SOUTH TO NORTH SOUTH NORTH RI IE 14+11 SA =23.86 13.46 MANHOLE �q p p . ■ ■ 9 ..TA 16+19 +"STORM E=13.501 RUNNING W ST TO EASI STA 16+92 60'VATER TOP OF PIE = 19.751 BASED ON PU ASBUILTS p r 5.O fpm CN STCR4 DRAIN LI1E DOES NO1I CROSS SANITARY SE ER r- >> 0.0 0.00 SOUTH TO ORTH I 11 9N 00 11+20 11+40 11+60 11+8012 ANDIVER PARK 00 12+2012+4012+6012+8013 EAST WATER LINE 00 13+2013+4013+6013+8014+00 14+2014+40 SCALE VERT 1"=5 HIR. 1" =20 +-.4+8015 00 15+20 15+4015+6015+8016 00 16+2016+40 16+6016+80 17+00 �. ST :IDE Cl. OF STK P R11 25.00 . ,, �� ► qv STA RIM' IE= 18+11 MANHOLE 25.00 15.98 ver \I 20.00 11111# 0 • ./:114:4•/111 - ' •' POTHOLE 95 31' �� •TA 20+68 2' STORM CONNECT TO EXISTING WATER LINES IN THE PARKWAY DIP VAT.R MAIN ' P HOLE 1125 56' DOWN �•UNNING V= PROPOSED 1b' TLP OF PIPE =19.58 TOP OF PIPE =21.4•` E=11.24 24 UNNING SD ST THDTO NOR H 15.00 BEIM h' ____ 12'STIRM PASSES UNDER 60' •PU WATER STA 22+00 24' STORM • OPER S AS -BUIL 48 �• STORM 3UT FALL 10.00 --_ 11 1 ., In •. P1 < A STA 17483 POTHOL • SURFACO 60'WATr• STA 1'+85 923 70' • r WN • ' •' PIPE =919.8 TOOPPF0'EPIPE5=120.18 8'VA-ER ; " . , 5.00 U TI m 0.00 17 00 17+20 17+40 17+60 17+80 18-00 ANDIVER PARK 18+20 18+40 18+60 18+8019+00 EAST WATER LINE 19+20 19+40 19+60 19+80 20-00 SCALE VERT 1"=5 20+20 20+40 20+60 20+80 21 00 21+20 20+40 21+60 21+80 22 00 22+2022+40 22+60 22+8023+00 CALL 48 HOURS HIR, 1" =2 BEFORE YOU DIG I SCALE°1. 20. 0 0 0 4 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENG I N EERI N G -STREETS -WATER -S EWER -PARKS -BU I LDING- by dd!. d.slon.d MPC 06/2009 drawn th.d.d Arai •n0 pro,' dr 9.Id bk n. MPC 06/2009 ANDOVER PARK EAST WATER LINE PROFILE SHEET NORTH Oe no 16] 9 no del. revisions vcole 1'=20' dote 06/2/2009 J -11(.10-UIC) OEXTRUDED CEMENT CONCRETE L J CURB NOT m SCALE A PORTION OF TUKKWILA, KINGS COUNTY, WASHINGTON 4 EAST, W.M. 1m , 110111 • O!) (aa. o. PI* r =PAM 1110019111111 SNODM laza mon ROOT - 100 S ROW IDA PIM 111 3110111[ 101 WANG 0610 POORE B ` TAO SOA :• . • /COMM NORM 19031 OA11 PARENT - IAIA 110 011 N 21 O 11A11� cbgou Nn 'RAM 110101110 1100 PAN TAA 17= ONS PA1OM 10 tr10 ROOM PAN EASE ARK 0600 MOOR A r 10 OS6ALVI 10 EOM PERI AA OMEDI MOO WOO EP QUM 01001 FRO 110 O /1/01 r W011 1001 11/0130101 NAM NOM 10 Old 11100110 P01 mow 11010 COL tr W1 1/N FR mow 1R 100011.101 S 110/1610 sat Sr 1. 0100 M10R IMO AT UOMED MIAS OIL 110 NAY MODE S000A11110 r 1110 ra11 PIC 10 Da 0111.100t DE 11101 Old MmO IR RCM S 10 has TO 1 DI UR Bi® Re VOX ILL 001101101101 aboa Ara 061001010 P10 011 BEDDING & BACKFILL PIPE IN TRENCHES O TYP. FLEXIBLE PAVEMENT RESTORATION NOT TO SCALE Ea r PO 05001 SO PR At 109110 GI RAN Cit 161 1010 1. DN 1161 TAM CORM 2120 611.210 L 190-1 W •C PPL -T23® 0010 61106 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FULL BODIED. CAST SON TAPPING 711 AND 7A191 11/20/88 YM -8 TAPPING TEE NOT TO SCALE SOO OM it 1 M 1 M M 1 r. M i M -T•• R - •TIN O.. +1P1 -PM • Emma. r••••••Imo ommr rr rr OTHRUST BLOCKING 1010 me-1-� ::!'rar'.'���'°--iL�s-.ns Los s�E •�Y��i1q ORO-1�MLME DEO-aT- 1 ti°-- O Mil .2 =1 181-1- 12210E•1116L -. 000 01 TIMMS 10®1010 Mb s Eek 1100010 LL 110- 000 110 E01�000 W %OA 1-06011[ 11.2110 • W� 100-1000 On OOOi ®00111• 111011.1 o R PO= 0 -TN MOW AM. • Pm ®—L 0 moor 011010/0/ FIRE HYDRANT ASSEMBLY 6 NOT TO SOUS FEZ=DRAM MIBIIIILT 10ITIDIS DMZ '1/22/06 113-4 PUBLIC WORKS DEPT. -ENGINEERING-STREETS WATER -SEWER -PARKS -BUILDING - Iv. — NOT TO SCALE COMM ■01.) PA= 101) 11/23/10 20-1 - n Y75It yw rL.s AMiry -i -- M ..L. A. • ya I; 11 w Lt • E la a y a V e. V >w - - - Ba I D e 1 1a 5 +P0 U IIA Lt -Ya 11111ia11 t�aec..: 11•1111• •0111•11•1111* NM �.- - _4111 neze= -.�. E-. •.�. FRAPP-1,1 s 1181•.x" M'a•VISS v.- ,-t CONcOIa /100116 (PICT 2 OF 2) 11/WAS e4-2 O DEAD MAN THRUST BLOCKING Nom SCALE ,MMIRED N10111ENLE OL W1 SERVICE MTH UE11AP,/AVM LP. 114211) 025 OP E121.111. 56E AS S.ClREwSD 4§) arrow= sne.Arroar2AETr ICN PR nova«am. WELLER .SamLE TCEun ®DalwwpRwElaN GIPPALEnasso sr wcumt Rm..w.curn xaw,xsT gDDPPERTu•19. T,se Ra N2D, NaECULARMAS TI TCLVEm,Lua. 0)'MONO TARE 1012 POLV EDMENE PEE 1. SEINICE UNE ETWLSE PFARENOigJAR TOTE WATERMAN MESS OMERW1SE APPROVED ET TIE 21/02001 2 1129/.53 •11.1. BE LwEn OFFm CONSTRUCTION INSPECTOR WIER WIEN 6PRE ERE INTER Wu•E LUPwm Alm Mi.. n TIE arca 111IOvpA a SETTER MAI BE PO9.ONEDTO CEMEROGC•P• ADUIMER NSPEaCNLCANO PROW OE MEM/TE CIFAMNCE •ET W [EN BV PI02 uo •0%w1.1 FIN 104.11•. Aro 1.00210 ETP.nvALVE. City of Tukwila SERVICE E. 100.4 TIO mom 1.11 meow mi. CCU Amore. 11,Pt[1.19.1 A -- aI -i i�I 1♦ I la r m moll; 1:0111 soar e. 1•_j c D METER MEE 1.11, r RR.TLIDR rTs•,,�z, 29r Tr,ir Lr, a•, W,:r oaL.�.apNNlw Awe s.r wee E FVAM.„flL Fin ea w �".� �City of r Tukwila R •11.12 Et"--- n'P maws. t�aec..: �.- - _4111 neze= -.�. E-. •.�. _ ••• 1, V -,. mama 111 -+ nu ., NOTE ,. 5111010E ROOS SNNL BE.SPNUT{OATED STEEL OR CORM STEEL morose.. BLOCKING BLOCKING City of -"°"." L T NAm Jy=l City of 042•1•14 W .r.E 4, .". 1111111 t10 _. a %' Tukwila -:»21110 1 Tukwila •, 1bb •NEL.a 1"• O DEAD MAN THRUST BLOCKING Nom SCALE ,MMIRED N10111ENLE OL W1 SERVICE MTH UE11AP,/AVM LP. 114211) 025 OP E121.111. 56E AS S.ClREwSD 4§) arrow= sne.Arroar2AETr ICN PR nova«am. WELLER .SamLE TCEun ®DalwwpRwElaN GIPPALEnasso sr wcumt Rm..w.curn xaw,xsT gDDPPERTu•19. T,se Ra N2D, NaECULARMAS TI TCLVEm,Lua. 0)'MONO TARE 1012 POLV EDMENE PEE 1. SEINICE UNE ETWLSE PFARENOigJAR TOTE WATERMAN MESS OMERW1SE APPROVED ET TIE 21/02001 2 1129/.53 •11.1. BE LwEn OFFm CONSTRUCTION INSPECTOR WIER WIEN 6PRE ERE INTER Wu•E LUPwm Alm Mi.. n TIE arca 111IOvpA a SETTER MAI BE PO9.ONEDTO CEMEROGC•P• ADUIMER NSPEaCNLCANO PROW OE MEM/TE CIFAMNCE •ET W [EN BV PI02 uo •0%w1.1 FIN 104.11•. Aro 1.00210 ETP.nvALVE. City of Tukwila SERVICE E. 100.4 TIO mom 1.11 meow mi. CCU Amore. 11,Pt[1.19.1 A -- aI -i i�I 1♦ I la r m moll; 1:0111 ' 1•_j c D METER MEE 1.11, r RR.TLIDR rTs•,,�z, 29r Tr,ir Lr, a•, W,:r oaL.�.apNNlw iiw• Fin N�1 TER ARMED Aro SA MTIE COV. r SM. MOWER MUM REWIRES PRE-APPIIMIC E. LETERe-2wnc0ire MUM. 1 METER SET. TOSE APPROVED EV ME COY WS -CION MOP TO 11•0‘..l. R. REFER roaund 10, ME 51.01.0 . CartACT MO= WOOD OPERA11CN2 /OR PREFERRED 61.140110. www. �".� �City of r Tukwila R •11.12 Et"--- n'P by date • designed NIC 9/2009 drawn K 0/2009 tacked WO EGD prat a' eta kk no NC 9/2009 OWATER SERVIVE DETAIL 7 NOT TO SOLE O.- 11../11 ION ~ A •�� `� gil_ama._ • ESSOMINI__mama :::�:•. �;::: ::. _._..____.__...... mama mama -.-e otT=a. ""7 t. •2CTIO. AIN V111e DMA BE 1'OTna owPEWTRTsp, ME 1. TO 4. CONCAVE m+EI1T LOINORWCWWV sfEcaWmwCERDE 10AN . REMOVALOF EYANAON110241: Io•1r. c SHOULD •E USED a•u ,noAn, MAIM.GRAM VOLUME w .0120n C1 TWE ACCESS. 111C110113 UM BE AP -29 L. CLASS 106 REQUIREDINSPELTEIN BEFORE PLACWI OMM.MEM WOWS oEPAPME *PROM 41411 BEANn-R21of11TT•cx MOM, EXCEED 14. oWAIlV ALDWDOE CE.TERLDE. PERFORALED1.42 AsrIWTAwR WY EE USED W AREAS El:WMCM:11M CALL SOME .1C04111 MAD TERsnmw CIMME3B LS BRIVEWAVE. 141014T Of WAY. VC. an ENOVKENTorBE.sRWEO OR 00 TIE arc UAW EEA. CONCRETE. A11Fws1H NO1NCTCELC2I R FOR 2ssPEcmR AYE' R R.VI EIOANSCN 1T1M54a EE PLACED _ 0111 OffnWWMINI/MEm1Raw MO MEW NO CM MTS. MITER OR MEM. IWLPE TONNE NEAT 6s -CU, ANO PLACED M. 111 EIMWS1011 morns. COMMERCIAL DRIVEWAY B • ... City of .4,0 Tukwila _ ,,P ,• am.-- e•GeG.ERSO•OTTTB ER DRIVEWAY & SIDEWALK DETAIL Noy 10 sou ANDOVER EAST WATERLINE UPGRADES NOTES AND DETAILS 110 date revisions / 15 1• 6, f Ile no scale NA date 8/2001 0 0 m t. SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION E_ s==3 —0— —O— E W X X X O 0 AVE AC BLK BO CTR CAP CB CN Q CLR CMP CO CONC CONTR CY a CF DI DIA DIM DWGS E EA EL ASPHALT PAVEMENT CONCRETE SIDEWALK RIGHT-OF-WAY UNE CENTERLINE OF RIGHT-OF-WAY GUARDRAIL BURIED ELECTRICAL WATER MAIN (SIZE AS NOTED) STORM DRAIN (SIZE AS NOTED) DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) MANHOLE TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN POLE WITH GUY WIRE POWER / TELEPHONE / GUY POLE LUMINAIRE ABBREVIATIONS AVENUE ASBESTOS CEMENT PIPE BLOCK BLOW OFF CENTER CORRUGATED ALUMINUM PIPE CATCH BASIN CAST IRON CENTER UNE CLEARANCE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONTRACTOR CUBIC YARD CLASS CUBIC FEET DUCTILE IRON DIAMETER DIMENSION DRANANG(S) EAST EACH ELEVATION EL ELEC EXIST FIN FL FT F GA GALV GI GV ID IE IN L LB LF MAX MIN MJ MISC N NO NTS EXISTING IB 4 3 O Q C }111111 ELBOW ELECTRICAL EXISTING FINISHED FLANGE FEET FORCE MAIN GAUGE GALVANIZED GALVANIZED IRON GATE VALVE INSIDE DIAMETER INVERT ELEVATION INCH LENGTH POUND UNEAR FEET MAXIMUM MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE PROPOSED DESCRIPTION WATER VALVE WATER METER FIRE HYDRANT REDUCER THRUST BLOCK CAP/PLUG SIGN TREE (CONIFER) TREE (DECIDUOUS) SHRUBS ROCK WALL RAILROAD TRACK OC ON CENTER PP POWER POLE PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY RCP REINFORCED CONCRETE PIPE RR RAILROAD R RADIUS •R/W RIGHT-OF-WAY SSMH SANITARY SEWER MANHOLE S SLOPE SO SOUTH SCH SF SHT SPECS STA TEL TYP W/ SCHEDULE SQUARE FEET SHEET SPECIFICATIONS STATION TELEPHONE TYPICAL WEST WITH SURVEYOR: THE MCANDREWS GROUP, LTD CONTACT: LARRY MACANDREWS,PE PHONE : (425) 637-3693 41r .,-----.4,,i1 � g4 -14i ih Sl,1 —F-7-7,---- ''' P„1S-148th sti99 50ftrSt= . M 1'�150th•SI e_ -jt ,� Sr1-_--.---- '•1!:',',-,,- ::-. a: 7�h Sf �, (on Dem ri M � it I { Perk .i - \1 "'-�W: �' 0ei05 �j167Y�;1 I3 , -S -'1,1,1.11(1) $ ,e trr IL •4 •d j• l .163 00 vII 91 ; i m Q it 1671 gI --i y;� 5 61 Vklli�aoson Coif 0 Nro WvTech, COtbridlor ` LanD�a.m�•-?l -il �1 ;79 k41 k -SF; , ;LOCATION MAP \\ \ VERTICAL DATUM: CITY OF TUKWILA VERTICAL DATUM ,(NGVD29) METRO BM ES447 EL = 24.645 AND MON. AT THE INTERSECTION OF STRANDER BLVD. AND ANDOVER PARK WEST EL. = 24.43. INDEX SHEET NO. DESCRIPTION 1 VICINITY & LOCATION MAPS, ABBREVIATIONS, SYMBOL LEGEND AND INDEX 2-7 PLAN SHEETS FOR ANDOVER PARK EAST 8-9 PROFILE FOR ANDOVER PARK EAST 10-13 PLAN SHEETS FOR CHRISTENSEN ROAD 14 NOTES AND DETAILS 15 NOTES AND DETAILS 16 NOTES AND DETAILS SITE PUBLIC WORI(S DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by ENGINEERING-STREETS-WATER-SEW ER-PARKS-BUILDING- ey dookrod dra.n checked YC uc date 9/2009 9/2009 Pro] «,9 IIO 9/2009 Wel d► Vela bk no ANDOVER PARK EAST WATER LINE VICINITY & LOCATION MAP 1 16 ,le no no dote revisions tcale ,tate tEC�,E- LVED TB 22 2010 �a fr 5 1996 • CONTRACTOR SHALL PROVIDE FIELD LOCK GASKETS FOR ALL JOINTS IN CHRISTENSEN RD. CONTRACTOR SHALL USE CDF FOR BACKFILL IN CHRISTENSEN RD. / e`er `•1-II'A1ER /%ANNOCE X6 J SEE SHEET 5 0 FOR FIRE WATE 2 F-- LJ l Ui h MON AT BAKER BLVD. AND CHRISTENSEN RD IS STA. 50+00 1 -TRACT 6 SOCA RIM 2212 12' CONC (I0 LE 1997 6'•PPC (E) LE 1972 WW 21.48 6" PYi. (S) LE 2058 50t RIM 255? 12" CONC (I1) LE. 1969 12" CONC (E) LE. 1982 5311 RIM 27.12 l8' costa (N) LE 159 24' CONC (NE) LE 14.:7 24' CONC. (5) LE 15.1 (E) LE 22.37 _ v°y (68TH ;AVE.1:41S.) CHRISTENSEN RD. . . M p° NO'7O )5 £ 453.O4 1 d 1 ao �o NATER NASYs 12' 'CLEARANCEr STORY T2 • £ OP 12' STCRU _._ r;,„,. SV / / i SO RIM 21.48 18' CONC (N) LE. 1658 6' CUP (E) LE 1623 12' CONC (S)19. 1633 8' CV (161 LE 1988 4. YB NE) LE: r7.17 6' PVC: (E) V. ;%.ti S' Pty' (:`, .'.E 77 SOL01 RIM 25.83 24' CONC (N) LE 1563 12' coma (E) LE 2048 24' coma (5) LE 75.8.3 12' coma (119 LE 17.63 JC) RW 25.25 6' PlC (S) LE 24,27 2 47 1 12" CANC. (N) LE 2061 5' PIC (Z)192007 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- . BY ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- DESIGNED DRAWN BY MPC MPC MIC14 N.-1/0863.50 E. 1290315.96 EL 26.49 DAIS 9/2009 9/2009 CHECKED PR01 EN0. MPC 9/2009 PR01 DIR FS= BN. N0. 1� 2183 \COC (N) LE 2083 18' CCN0 (S) LE 1683 12' COM (NWJ LE 1693 24' CNP (511 LE 14.07 CONSTRUCTION KEY NOTES CONNECTECTO pEXI�SpTIIN�GE VALVED G RF,pUCERRFLNP S AND810 ADAPTERS 10 45' ELBOW FL & BLOCKING RESTORE SIDEWALK AND PROVIDE HANDICAP RAMP PER DETAIL STA 53+10.44 14.00' RT. 10" 45' ELBOW MJ & BLOCKING 2-3[4" SHACKLE RODS BETWEEN 45' tLBOWS STA 54+27.8 12.56 RT. 10" 11.25' ELBOW MJ BLOCKING THRUST BLOCKING STi1 55-t28.89 5.20' RT 10 X8 TEE MJ X MJ X FL 8" GATE VALVE FL 8" 11.25' ELBOW FL & 8" ADAPTER BLOCKING THRUST BLOCKING RESTORE CURB AND GUTTER MATACH EXISTING RESTORE GUARD RAIL RESTORE ROCKERY 01 STA 56+01.62 3.85' RT. FI LF sQ GIFT ASSEMBLY 26THRUST BLOCKING 0 10 20 SCALE: SCALE 40 CALL 48 HOURS -iBEFORl._.. YOU DlC'. —800-424-5555 ANDOVER EAST WATER LINE UPGRADE EXPIRES:Slid [0 It 141 aat° 0-010 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. CHRISTENSEN RD PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W.M. NO T/24/02 DATE REUSED PER CITY CP T IDMLA `16 PROi=I NO 991,1703 soma 1%40' DATE 2/2002 REVISIONS RECEIVED 'FEB 2 2 2010 CDEVELOPaME? T • v A-9 TRACT 6 N, i , 5 S,3' P`A. r'aCFE ., EJ TRACT 5 • SOW RIM2Z12 - 18' CONC. (N) LE 15.9 24' COM (NE) LE 14.:7 24" CCRI (S) LE. 15.1 SOW 26.90 24' CMP PERI) AL RI 24' CMP (NW) .E 14. ' lir MC : ( .E :•!. TRACT 6 SOW RIM 26.7: 12'CC1C 12' CWC 12' CONC M1274 RIM 25.1 1255' COM. (N) LE. 17.35 (SE) LE 17.15 (I19 LE 21.02 (E) 1.E 22.37 ale 4 ,s ter_ AelInnsm- WAIC 16 N. 171039.941 E. 12;0276.64 EL 26.94 170663.50 E. '1290315.96 EL 26.49 RIM 26.83 12' CONC (N) LE 21283 18' C6JNC (s) LE 16.83 12' CONC (NMS LE 16.93 24' CNP (sO'J LE. 14.07 0 0 IL; w h w CONSTRUCTION KEY NOTES in STA 56+78.932.64' RT. 10" X 10"X 8" TEE MJ MJ FL 8" GATE VALVE FL 8" 11.25 ' ELBOW FL 8" ADAPTERS THRUST BLOCKING 66 RESTORE CURB AND GUTTER MATCH EXISTING RESTORE CONCRETE DRIVEWAY MATCH EXISTING STA 57+12.26 0.70' RT. FIRE HYDRANT ASSEMBLY 26 LF 6" DIP THRUST BLOCKING RESTORE CURB AND GUTTER MATCH EXISTING RESTORE LANDSCAPE MATCH EXISTING STA 58+21.10 11.65' LF 10" 11.25' ELBOW MJ THRUST BLOCKING 0 10 20 SCALE: 1'=20' 40 "THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION". PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- , B Y ENGINEERING-STREETS-WATER-SEWER-PARKS-BU1LDING- BY DATE DEBONED DRANK aECKEO WPC 9/2000 W PC 9/2009 PROD. ENO. WPC 9/2009 PRO6 DOL F1EID BIL NO. ANDOVER EAST WATER LINE UPGRADE CHRISTENSEN RD PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W. NO Ip 9 DAZE REVISED PER CITY OF =MLA REVISIONS .91/1D EIVED SCAL r=20' DA11 2002 WS 22 20101 COMMUNITY ' DEVELOPMENT 12' CLAY (SEE) LE 1&06 132. a ..., NQ 'TLACT 4 TRACT 4 rA AE ^P 14711 rty �x,1 z1.2 - N. i: \ 1E.. 2o.3 N, 1 %;:c E. 2i,.3 5. 12' � ca !P.„ L f 3E2:15. i';',12,C CONSTRUCTION KEY NOTES ra STA 59+36.47 12.18' LT FIRE HYDRANT ASSEMBLY THRUST BLOCKING 25 LF 6" DIP FS! ^1 • 1.E. 21.3 - 2' CC'G. f I.E. 233 5. 12` CCM./ 12' 1111. 11. 9Cf2ZTh 1.EIRA511 3.3191!--;5, Ir TRACT 5/13'.'5.CO r;:-'r%i'tiP, \ 22.1) 11!. 12 ,...,.. • ;k tdlt ----------- �NilA 25.72 I.E. 22.5 9, 12' CONC. r ' 1 STA 59+62.40 12.39' LT 10" 45' ELBOW MJ THRUST BLOCKING E STA 59+68.53 6.38'LT 10" X 10" X 6" TEE FL 6" GATE VALVE FL 6" 45' ELBOW FL THRUST BLOCKING 6" AND 10" ADAPTERS ewm.s .vrir : 1:r.11asWAIIMO rATWI O7 37-,11.11 OW- il'r:A_raVS' 262 I! 30'69 CHRISTEN(' -N RD. 1` 1E20,0`3. I.E. 73.5 "., o , 10t:C LU z J U 1- t 0 1- W ICC19 11. 171326.4 E 1290272.45 EL 26.88 MIC20 u'';t;3H .. i: N. 171451.91 'it CAN E 1290200.84 i ,\ EL 26.82 \ \�(3153J_----_..._ +y'n 15;3 _,__,r _____ 5/11 25.111 .'I -i H ,i 22:.22 i.1_23.2' 19. 1'.'.' 5/I/5 1.E. 22.1ME, 12' "alit'. t5. 24.7 Yi, 12' CC1:C. 22.1 D031C Lr. 22.0 21 }2 , ' CONC. t E CRN RIVER �' z M J 2 w 0 w 48 �\1 r� I- N l:f�,�t., :Iti ry u Q w EFC!RE. `( ;U 1.1V I La 1--800-424--F,555 PUBLIC WORKS DEPT. -ENGIN EERI NG -STREETS -WATER -SEWER -PARKS -BUILDING - DY DATE DESIGNED DRAIN NPC 9/2009 DaaCED PROA Eta PRO& DIR. FIELD BK. Na STA 59+84.39 9.22 RT. 10" 45' ELBOW MJ THRUST BLOCKING 0 10 20 40 SCALE: 1"=20' r'?� 35u64il 1r' 'IHESE DRAWINGS ARE ISSUED FOR AGENCY 4PU(1):. Q° PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. 1-2 ,FIXPIRES: l ANDOVER EAST WATER LINE UPGRADE CHRISTENSEN RD PLAN SHEET NE 1/4, SEC. 26, T23N, 4E, W.M. 1RVe1 NO DALE RENSED PER an OF 1UK&.A REM90NS OtECEIVED ";SCALP-=z� " FEB 22 2010 DAtE: 2/2002 OM�M�UpN� DEVEL ."ENT 112. 0, !z 2iNC. N. i2' 1 TRACT 4 1 11 I,_ 22.0 t il. :;C'?,^ I� TRACT 4 72 C1AY (st c fans ,!) i2.;:0 t2• c -:c. \ :.E. 22231 0, 12' CONC. , Y (9) lf. 2&15 •'71 ion0/,. d 40 34 31,E CHRISTENS N RD. MIC 20 N. 171451.91 •.� E 1290280.64 t EL 26.62 12 .10so- !:•23 021 '%iL48 11!73.13 . 1? COR/ I.E."'`.1 E 1_• C;;11:. s.0. 22.1 s.• 0200. 1b. 22.0 0, 1 x220. GREON RIVER CALL_ `i-8 HiOS `S BEI:E YOU D!�' 1-8O)-424- 555 I.E. 21.3 0, 12' GREEN RIVER W W (A CONSTRUCTION KEY NOTES El CONNECT TIOQ TAXIPSPING 71EL DIP X FL 10" GATE VALVE MJ BY FL 10' LONG SLEEVE THRUST BLOCKING RESTORE PAVEMENT PER DETAILED ASSUME PAVEMENT THICKNESS TO BE 6 FOR CHRISTENSEN ROAD AND 3 BUSINESSES WATER LINES. 0 10 20 SCALE: l'.20' fONA �v i'('eio.a -1Rs: ,t �l I CONTRACTOR SHA_L PROVIDE FIELD LOCK GASKETS FOR ALL JOINTS IN CHRISTENSEN RD. CONTRACTOR SHA_L USE CDF FOR BACKFILL IN CHRISTENSEN FAD. 40 pu 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT RENEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION'. PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEINER-PARKS-BUILDING- BY ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- DESIGNED DRAIN OIEaRD PROD. D10. PROJ. MR. RID BK. N0. BY DATE MPC 9/2009 IWC 9/2009 IWC 9/2009 ANDOVER EAST WATER LINE UPGRADE CHRISTENSEN PLAN SHEET '_.> NE 1/4, SEC. 26, T23N, 4E, W.M. Im r PRDLCT NQ 99W103 1/14/02 DATE REMS=D PER aTY cs i naaA SCML REMS0NS DATE 2/2002 opo ;ECEIVED 'FEB 2 2 2010 COMMUNITY DEVELOPMENT 30.00L 25.001 —? 20.001 1 . Z" ILL' W. 5.00 s� 0.00 0+00 SECTIONS 23 & 24, T. 23 N., R. 4 E:, W.M. KING COUNTY, WASHINGTON WW J : ^ 0 N .. • O K I I W K al J Q R� ' H a • ---- --4—•--— —� uh... • N lW7 O 1.• U 4' oO i QJ al W tn +a +_ c ox 30.00 VATERr LINE SECTION A 100 YEAR FLOOD ELEV 23.00 CHRISTENSEN RD SECTI❑N AT 501 TUKWILA PARKWAY I j -.s ,.; j t i 0+20 0+40 0+60 0+80 1+00 1+20 `1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20`3+40 3+60 3+80 4+00 IC Oa J _ W h —:.._ Q._1 -J U.. r --.-.— -. 7 1 J— :� R m6� QJ. j jY q 1p OC 1co I`6 (.if , I _.. i iZ mN I F Im fU� X110. I ...al N� uNdfIW ObO i 1 tt/W 1 i VATER O � I 1 r - 30.00 25.00 20.00 15.00 10.00 5.00 0.00 25.001a• sh f o I LIFE _� _ J ' i - f' Ari; +�l� LT 1'• L 100 YEAR FLOOD ELEV 23.00 20,00 ;01/47-1,1 30.00 i, -_-� h•+%•. F':,.;7 Lv4i,F. 6'3 111E ,{;G YEA',"! 5LO1111 -I 25.00 t\ iA U z r."..4.7 24.f'45 .Ai Ll d r PLVD PARK 21.13 15.001_W t j.' , i i V --_I ~I i ', I CHR:IST'ENSEN RD SECTI❑N'AT 112 ANDOVER PARK. EAST (FEDX) lo,00 �— Z I ' ! I i j I —� ! I ! I I i i i 1 ' i ! I W �• . 5.00 3 t —_1 I _ __ : ---! i—_ —_.1 ! i 0.00_ L l0 --+0�[--- --�--- _-_L_. -- -- -' --- ! - 1 _ 1 .., - ---1 1- - - - 1.... 1 00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+2040 3+60 +80 4+00 4+ 0 E TI N B i � I 10.00 5.00 0.00 CALL 48 HOURS BEFORE YOU DIG 1--800-424-5555 oca Wuni woo 11 C- SCALE VERT 1"=5 HUR, 1" =20 o 10 20 SCALE: 1'-20' 40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENG I N EERI NG-STREETS-WATER-SEWER-PARKS-BUI LDI NG - by date destined IPC 1/2010 drawn checked pro,' end prof d" led bk no IPC 1/2010 ANDOVER EAST WATER LINE .UPGRADE.... SHORELINE SECTIONS NE 1/4, SEC. 26, T23N, 4E, W.M. Ile no no dote revlslons scale 1'=20' date 01/11/2010 411, l 30.001 25..0 01 20.001 ai I II i 1 f _--- , I i F"t 1 1 i 15:00 ---rz--- I - I -..� z 1 10.001 W W 5.00 ! LJ 'i- t # ( � o (y 111 •• a ac u NC I.a N CI N r. .ur K Nb Q J U ^z pp ...8 ..'d N ,LINE SECTIONS 23 & 24, • T. 23 N., R. 4 E., W.M. KING COUNTY, WASHINGTON 100 YEAR- FLODD ELEV 123.00 i f i I 1 0.00 1 CHRISTENS'EN- RD SECTION AT 116 ANDOVER PARK EAST L 4 11 1 I r , 1 ; 1 i 1 , I i i , 1 I I .. I I , .i. ! [ i 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 SECTION- C q ' I.J r zr #lY JSP- \ Y''2 ) + -T - T r �G Ski TYi}� ��li? ^�S: t, u int lC k n : ), ..` .A ji!jLT11! ;1I1TM4 I i ij � ra s„•I I j I 3000 j-I- I —fa+ .—. _i.. _ �— li I _ I t t Na _. I ;lac c��t a3 iao c�°� I I i 00 .� N I ' iu r i `• Nu I ,rvs5'.. 25.001. - - :� i f ' .J I MATER • I �5 1 J + �`- sl " '�y ; , LINE 1 100 YEAR FLOOD ELEV 1+ 23.00 , W a j I I I Y i 1 i ! r 4.-t.'.,:"1- ,-'.1� 20.Q0 -I W -'->W — — p r e a .t.�_ i IV i ._. -�'-'- i o0C i i 1 1 I .t_X IRE=•J. .-57 ./2!f !" I I j j t� { � ' 15.00 I n� i i_ ; I _+ 1 __.. — - ' 1 - ! -- - - -- a._r 1 i 1 L i i #� i I i +a l i 1 1 - { 1 ' -- . I z i (' i. I I 1 I, . I 1. t 11-1-1 t CHRISTENSEN RD SECTION ; AT 120 ANDOVER PARK EAST I 1000 ' I r t , t t 10.00 i ; ,- 1 { I i _ -._... t 1— I ! I t 3— t 5.00 1 _ __�_I__ _ _._4___.__L_—_------.- +—__-- 1 _._-_--- __._—_1IILHr -i i I 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+4SECTION D 0 30.00 25.00 20.00 15.00 10.00 5.00 1 0.00 "zouE !;;i[: ;,`nl) USED ; - r.:' vy_, -.1!iD hC+;_S •T M 30.00 25.00 f 20.00 15.00 + CALL ^ 48 HOURS /� BF ORi_ YOU DIG 1-800-424-5555 F. 102, Tflir. YE.AR Nt.-.1,1) 192S.. SCALE VERT 1"=5 HOR. 1" =20 `w w w it 1 N GNIm W 0 10 20 40 SCALE: 1 =20' z CITY OF TUKWILA -PUBLIC WORKS DEPT. -ENG I N EERI N G -STR EFTS -WATER -S EW ER -PAR KS -B U I LD I NG - by date designed IPC 01/1010 checked prof erg prof de- -old Ok no IPC 01/2010 ANDOVER EAST WATER ,.LINE UPGRADE SHORELINE SECTIONS NE 1/4, SEC. 26, T23N, 4E, W.M. Re no no dote cote 1'=20' revisions dote 01/11/2010 1/ CHRISTENSEN ROAD WATER LINE SHORE LINE SECTIONS Copyright 02005 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. mmgioilmilimaffi 221 ft CItyGIS ?Llcroi 0 LP v ON REFERENCE MARKS DESCRIPTION OF LOCATION chiseled square in southeast rner of the southerly walk ngwal 1 on the Fort Dent Bridge er Green River, 11 feet east of n1erIine of sidewalk, 7 Feet rth of concrete light pole. tablished by CH2M HILL, Inc. chiseled square in angle point on ---•t-.�• winnwnll of the 'PANEL NOT PRINTED -OPEN WATER AREA ALL IN ZONE A ,? PANEL NOT PRINTED -AREA IN ZONE X - "PANEL'NOT PRINTED -AREA IN ZONE D "*'PANELNOT PRINTED -PANEL 53033C1490 IS -L.- SHOWN ON PANEL 53033C1480 ELEVATION DATUM Flood: 'elevations on this map are referenced to the National Geodetic Vertical Datum of 1929. These flood elevations: mustbe compared to structure and ground elevations '= referenced to the same datum. For information regardingconversion between the National Geodetic Vertical Datum .of ' 1929' and .the North American Vertical Datum of 1988, contact the National Geodetic Survey at the following address: -. • . The .Vertical Network Branch, NCCG13- `NationafGeodetic Survey, NOAA Silver. Spring: Metro Center 3 1315 East:West.Highway Silver Spring, Maryland 20910 (301) 713-3191 122°15'00" 47°28'07" S rrg- BASE MAP SOURCE Base map data ,have been obtained from the U.S. Bureau of Census 'TIGER and have been geopositionally corrected, ;• •ch footbridge over Green River, 5 feet west of centerline bridge rck, 1,200 feet south of South 10th Street -SW 43rd Street, 600 ret west of SR 181. Established I CH2M HILL, Inc. re north bol t of the fire hydrant rich is 50 feet east of Reliable istribut or, Inc., building and 100 . ,_ _ ea. _ _ at- • 011•1. c • ... ,. ZONE AE (EL 20) sr ri ttu.a E L. $ JOINS PANEL 0976 RECEIVED ED FEB 2 2 2010 COMMUNITY RENTON WASTEWATER TREATMENT PL4NT Abandoned Chuanel ZONE AE lE Culvert ZONE AH (EL 16) ZONE X ernnancn 0(.11 11 rvnpn ------- WI KING COUNTY • DEPARTMENT of ASSESSMENTS th iamar*M,a.am w. n. t...n•ambd.1;Mir n.n — —w' - - fporn ' mumps amwhim la iwIthad nw' aa m.nan.n.. mammies.w,.._ n6nnittou •mat irvan p mww.>rt. .�..a m:e -- ta wwtr -- t>�Iur.6ca — erre MAMMY =Ay, wue.t.*newIncluding. bu, mt Wall Is — - —..-- •r�� wrr worms gr; wa. *,sa lr.n ne wo mlw a wll,mal. • w'w'� . maingel ml mop A. a1.a 0. .Camnl.n on0l.m.l rlww.tr.s.. NW 25-23-04. KC 1877 • 8c61.1:120011' - 1001 86pt,tnb.r 08, 2002 RECEIVED OEC 16 78A wilinAKe FILE COPY 1Z'b.c. •rs I TIA Sr 76114 M. D.0 IMT A. IMAM =NM at 000600