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SEPA E04-002 - CITY OF TUKWILA / PUBLIC WORKS - SUBSTANDARD SEWER LINE REPLACEMENT
REPLACE SUBSTANDARD SEWER LINE E04 -002 • City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E04 -002 Applied: 03/02/2004 Issue Date: V9(242-0°1 Status: ISSUED Applicant: CITY OF TUKWILA, PUBLIC WORKS Lead Agency: City of Tukwila Description of Proposal: REPLACEMENT OF ALL SUBSTANDARD WATER LINES, INSTALLATION OF 8 -INCH SANITARY SEWER ALONG WITH A 4 -INCH FORCE MAIN AND LIFT STATION WITH AN EMERGENCY GENERATOR AND ANCILLARY BUILDING AND UPGRADES TO THE STORMWATER COLLECTION SYSTEM. Location of Proposal: Address: Parcel Number: Section/Township /Range: NW 14 -23 -04 FOSTER POINT The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by 07 /t-7I 2[X41 The lead agency will not act on this proposal for 14 days from the date below. CD 1,2 ( 24 ` 2Y Steve Lancaster, Responsible Official Date City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 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: DNS E04 -002 Printed: 06 -23 -2004 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, /J�� n HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance 111,UU l Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Mailer's Signature: Notice of Action Planning Commission Agenda Pkt .I Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this year 20()U 1 day ?.in the P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: C 111,UU l r14,0 I I/ (') r K_c- Project Number: Mailer's Signature: .4 i Person requesting mailing: .I C2 fti,.<9j<,, P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CHEC.T: ENVIRONMENTAL REVIEW /SHORELINE PEI. MAILINGS FEDERAL AGENCIES () U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION () DEPT OF FISH & WILDLIFE () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES ( ) OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. ( ) DEPT OF FISHERIES & WILDLIFE ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV )(15EPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION ( K.C. DEPT OF PARKS & REC K.C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS () FIRE ( ) FINANCE () BUILDING ( ) MAYOR O POLICE ( ) PLANNING ( ) PARKS & REC. () CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES () HEALTH DEPT () PORT OF SEATTLE () K.C. DEV & ENV!R SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES ( ) FOSTER LIBRARY () K C PUBLIC LIBRARY ()HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT () WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR - LAKERIDGE SEWERNVATER DISTRICT ( RENTON PLANNING DEPT ( ) CITY OF SEA -TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE' • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY () • OUND TRANSIT DUWAMISH RIVER CLEAN -UP COALITION SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE ()Q CULTURAL RESOURCES PROGRAM et) FISHERIES PROGRAM (le WILDLIFE PROGRAM MEDIA ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P: WDMINISTRATIV E \FORMS \CHKLIST. DOC () HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW cvavg �u��t, /r( P LIC NOTICE MAILINGS FOR ICUS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) — Site plan, with mean high water mark & improvements - Cross- sections of site with structures & shoreline Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:W DM INISTRATIV E \FORMS \CHKLIST.DOC City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Steven M Mullet, Mayor June 23, 2004 Bill and Wendy Toon ‘./ 13360 56th Ave S Tukwila, WA 98178 Phil Sheridan 13013 57th Ave S Tukwila, WA 98178 Mary Ellen Whitehead 13335 56t Ave S v Tukwila, WA 98178 Dennis Neff 13036 56th Ave S Tukwila, WA 98178 Brian Miller 13354 56th Ave S Tukwila, WA 98178 Dear Residents: Thank you for providing comments for the Foster Point Neighborhood Sewer Extension project. Many of the questions that you have raised are outside of the areas that are being examined as part of the Shoreline Management Act Permit and State Environmental Review. The Department of Community Development has passed the letter to Mike Cusick who is with the City's Public Works Department. He will provide a response to the questions raised in your letter. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. Bob Giberson, City Engineer Mike Cusuck, Project Engineer File (E04 -002, L04 -010, L04 -023) Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 CALL 48 HOURS BEFORE YOU DIG 1-800424-5555 Immo 8/77/05 1 LEGEND DOSING DESCRPION uIE POER/TELL POE GUY NNE =NOE IN SOMME RISER CAW BASIN STORM ORAN IN SWART SETS NH NNEUNT FE INP1 COMOROS WARR VMS WATER ULM VIRE FENCE OWN INC FENCE WOIA MICE =TOURS ON-SITE WARM MOS SILT FEICE SON GRAIN LIN WARE UK FOE SERWOE VOTARY SLIER INC ROT CRAIN LK ROOM RENFORCED u BLOCK RETIRING 1471 STNINIRD DUTY PAYING SPOT ELEVAXN PROPOSED . X • • • • A N 70:02 Cri7-CE 0714 FA FG-FIRSIO GRADE 1W-AP CC 1411 14-804 PONT 1P-101/ PONT 01-GIUDE EIRFJN DATUM REFERENCE NOTES VERTICAL: 1929 UGS HORIZONTAL WASHINGTCN COORDINATE SYSTEM. NORTH ZONE BENCHMARK' e PA. US ARMY CORPS OF DONEERS ALUM. INSK MARKED CFBO 2001 DM A MUSED ELEVATION OF 21.35 NM 83/91 VICINITY MAP NOT 10 SCILE GENERAL NOTES, 1. CONTRACTOR SHALL. NOTIFY 1-CALL PRIOR TO ANY DICAVATXX4 POTHOUNG. 2. DOSING MUTES, INCLUDING A 2. GAS MAIN. C RENDERING PLANT FORCE MAIN. FIBER OPTIC. AND UBUTY POLES ARE LOCATED EDE CWSE PROXIMITY 10 THE NEW MUTES THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES TO °DOMINATE CROSSNGS 10 MAZE THE pOTENTIAL UMW CONFUCTS. 3. OEM OF THE SIX (6) INCH SANITARY SIDE SEVER PIPE SHALL BE AT LEAST FIVE (5) FEET AT THE R-O-W UNE, (MERE FEASIBLE). CONTRACTOR MAU. INSTALL A 6. WATERTIGHT PUJG AT THE RIGHT OF WAY IDE TIE ACTUAL LOCATION OF THE C SDE SEVER LATERALS SHOE HEREIN ARE FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE FIELD VERIFIED. SIDE SEER LOCATICt4S SHALL BE MODIFIED ACCORDING TO THE DOSING BLEW PLUMBING LOCATION(S) AHD COORDINATED ICH THE PROPERTY CATERS. 4. -ALI. FENCES, 504S. PAPER BCIES, ETC. THAT ARE REMOVED CR OISTURBED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN NOR OPJCPIAL POSTION. ALL MAL BOXES SHALL BE IDIPCRAFILY LOCATED TO PROMDE CONTINUOUS SER1n. CONTACT 11E LOCAL POSTMASTER FOR REINSTALLATION LOCATION OF MAILBOXES. 5. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THAT THE EXISTING FACIUTES REIM FULLY OPERATIONAL DURING ALL STAGES OF CONSTRUCTION. OVERFLOWS CIR SURCHARGES OF UNTREATED SEWAGE t&L. NOT BE PERMITTED. THE 0,111UXTCR SHALL BE FORMS' FOR MAKING ALL ARRANGEMENTS FOR TEMPORARY BYPASS PUMPING INCLUDING TEMPORARY POWER SERVICE AND CONTROLS. 6. A PRE-CONSTRUCTION CONFOLENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCION. 7. THE CONTRACTOR SHALL. BE RESPOISIBLE FOR MANTON A SET OF RECORD DRAENCS. SEE SPECIFICATIONS CITY OF TUKWILA PUBLIC WORKS DEPT. -ENOINEERINO-STREETS-WATER-SEINER-PARKS-BUILDING- by Ode elookpod Mit drawn NC thodood Prot Imo dr told bk no FN.& -.- - 1 !VI filt TACOMA • •11,,--rle V01•0.11•41MMILIMM.11101. MAP NIONNIMII*110•11021.11.1,111MM IMMO V411/7/4 200' HIGH IMPACT ZONE TAIA wtuiiiizu 11/1/1 1,1rAggi_:ggimg.tir/ (.1) IFID 111*! LOCATION MAP NOT TO SCALE SHEET INDEX SHEET NO. SHEET IRE C0.01 COVER SHEET C1.01 WATER, SEVER & ROADWAY IMPROVEMENTS C1.02 WATER, SEVER & ROADWAY 01FR0VEMENTS C1.03 WATER, SOO & ROADWAY IMPROVEMENTS C1.04 WATER. SEVER it ROADWAY IMPROVEMENTS CLOS WATER. SEER & ROADWAY IMPROVEMENTS C1.08 WATER, SETO & ROADWAY IIMOVEMDITS C1.07 WATER. MIER & ROADWAY IMPROVEMENTS C2.01 S. 13011 ST. WATER MAIN IMPROVEMENTS C2.02 S. 13011 ST. WATER MAIN IMPROMENTS C2.03 S. 1301)1 St WATER MAIN IMPROVEMENTS C2.04 S. 1301H SL WATER MAIN &MOMENTS C3.01 LIFT STATION C4.01 INTERURBAN AVD4UE FORCE MAGI C4.02 INTERURBAN AVENUE FORCE MAIN 05.01 NOTES, DETALS & SECTIONS 15.02 NOTES. DETALS & SECTIONS C5.03 NOES. DETALS & SECTIONS C5.04 NOTES. DETALS & SECTIONS C5.05 NOES. OETALS & SECTIONS C5.06 NOTES. DETALS & SEC1ONS SHEET NO. 5-1 S-2 S-3 S-4 S-5 E-1 E-2 E-3 SHEET 111 GENERAL STRUCTURAL NOTES TYPICAL DETAILS PUMP HOUSE PLAN AND ELEVATIONS PUMP HOUSE SECTIONS MD DETALS MANHOLE GRATE - SUPPORT/FRAME DETAILS LEGEND AND SO€DULES SITE PLAN POEM AND UGHTVIG PLAN FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS b0.0i . , COVER SHEET 110 201142 scale NONE dote 03/08/0 June 29, 2004 • City of Tukwila Steven M. Mullet, Mayor Department of Public Works Bill and Wendy Toon 13360 56th Ave S Tukwila, WA 98178 Dennis Neff 13036 56th Ave S Tukwila, WA 98178 Phil Sheridan 13013 57th Ave S Tukwila, WA 98178 Brian Miller 13354 56th Ave S Tukwila, WA 98178 James E Morrow, P.E., Director Mary Ellen Whitehead 13335 56th Ave S Tukwila, WA 98178 Subject: Response to June 14, 2004, Letter to Brandon Miles Dear Concerned Citizens of Foster Point: Enclosed are the responses to your questions concerning the construction activities planned for the Foster Point and Allentown areas of Tukwila. Please contact me at (206)431 -2441 if you have any additional questions or concerns. Sincerely, James Morrow, P.E. Director enclosure (P:Laurie Admin/Mike /Letter to Citizens Foster Point 062904) 6700 .Snnthcenter Boulevard. Suite #100 • Tukwila. Washinzton 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 • • 1. If there is a garage on a person's property or a new garage is built, can the garage be connected to the sewer line under one connection fee? A new garage can be hooked up to the sanitary sewer system at no added cost, provided it is used as a garage, not as a dwelling unit. 2. Please justify the outrageous cost of the $500.00 permit fee. It is way out of line as the first 3 phases of this project were at a cost of $80.00 per land owner. The permit fee for a side sewer is $250.00 plus 5% of the cost of construction. The City Council approves all permit fees. 3. Do I have to agree and sign papers with the city regarding this project, and agree in writing to allow a lien against me? When is the next Public Meeting? You will not be required to sign any documents against your property for the installation of the sanitary sewer in the public right -of -way. After construction is complete, the City will place a covenant on your deed of record (or property title) requiring you to connect to the sanitary sewer if one of three things occur: 1) Your septic system fails. 2) Change of ownership. 3) Remodel, adding a bathroom and/or bedroom. A Public Meeting with a schedule of events is planned just prior to construction starting (approximately in August). 4. What measures are being taken to help seniors or disabled people or those that simply cannot afford the connection fees or the contractor fees? If a person's current septic system is not adequate and that person cannot afford to pay the fees, what can he do? A. If you fall within low- income guidelines (see attached), the City will assist you in connecting to the sanitary sewer system, removal of the existing septic tank, and connection fees. You would be required to sign an agreement with the City to lien your property for the full amount. Payment would then be required when there was a change of ownership. B. The City of Tukwila will have a payment plan for connection costs to the sewer system, but the homeowner would be required to provide his or her own contractor to do the side sewer installation. 5. After the project is complete, can a person build a new house or add on a bedroom/bathroom if the King County Health Department says the current septic system is adequate or that a septic design is acceptable? No. The Tukwila Municipal Code, Section 14.12.030 (copy enclosure), requires connection to the public sewer if the building is within 250 feet of the public sewer. Therefore, any new house or addition triggers the requirement of connection to the public sewer. 6. What criteria was used to establish the connection fee and the permit fee? Connection cost is based on the total cost of the sewer portion of the project divided by the number of possible connections to the sewer. The permit fees were set by the City Council in 2002 in Title 11 of the Tukwila Municipal Code. 7. Do all monies paid for the permits go to the Sewer Fund and stay in the Sewer Fund for . future sewer maintenance fees, or, who gets the permit fee? Where does that money go and for what purpose? Connection fees for sanitary sewer projects are used to pay for sewer related issues. The sanitary sewer system is an enterprise fund owned by the citizens of the City of Tukwila. The permit fee goes into the General Fund. The General Fund covers the cost of administration, engineering, review, and inspection of the side sewer. 8. Why is the City charging additional interest to its citizens when the citizens pay the City employees to do the work necessary to obtain the funds for this project? Where does the extra money go, that extra 2% of the loan amount of approx. $6,000,000.00, and for what purpose? Who, within what department, makes the decision to charge us property owners additional interest? The City of Tukwila has taken a 20 -year loan out from the State of Washington Public Works Board at a rate of 2% to construct the sewers in Foster Point and Allentown. The loan will be repaid from the water, sewer and surface water enterprise funds. 9. a. How much time will a property owner have to hook up to the main line before late fees are added? Will there by any exceptions made to this time limit? There are no "late fees ". See question #3 for the three requirements to hook up to the sewer system. The City of Tukwila provides a payment plan to assist citizens in connecting their property to the sewer system. If a citizen signs up for the payment plan when the project is just complete, the citizen gets the lowest connection fee to the system. The citizen is not required to connect to the sewer at the time it is provided, if their septic system is still working and in good order. The State of Washington allows cities to charge interest to the connection fee for water and sewer projects from the date of construction until connection or a period not to exceed 10 years (R.C.W. 35.92.025). b. Who decides what the best route is to hook up to the house from the street? Will Tukwila provide a professional to do this for the homeowner free of charge? The City has designed the side sewer stubs based on best available information. The homeowner may request from the City an alternate stub location where he wants the side sewer to enter his property. This request can occur at any time up to installation. The homeowner is responsible for the routing of the side sewer on his property. c. Can two properties (homes) share the same side sewer if one or the other has an access problem? Two houses can share a 6 -inch side sewer stub at the right -of -way line. Each house is required to have its own side sewer from where the 6 -inch stub enters private .property. • • d. I have two houses on a 50 -foot wide lot. Each has their own I.D. #. Will I pay only one hook -up fee? No. Each house is required to pay the connection fee to the sewer system. e. If a person needs legal advice regarding liens, etc., because of this project, will the City provide such? No. The City will not be providing legal services for homeowners in the project area. 10. Will any house on Foster Point be required to install any special pumps, etc., in order to feed the sewage to the main line? The sewer stub at the property line will be a minimum of 5.00 feet deep. The stub for Mr. Toon's house will be about 7.00 feet deep. The homeowner may be required to pump to the gravity sewer if the house is located at the back of the parcel, has a deep basement with bathrooms, or if the existing grade of the property falls sharply away from the road that prevents the gravity sewer from reaching the house. 11 Since the property owners are paying the bill, whey can't we have sidewalks, too? The City is looking at providing sidewalks along 56 Avenue South and South 133`d, if project costs are within the engineer's cost estimate and within budget. These costs would come out of the General fund. 12. Can a residential building permit be issued prior to the beginning of this project? Residential building permits cannot be issued for new houses unless a new septic system is installed prior to the sanitary sewer being complete. 13. Can a homeowner install his own side sewer? A homeowner will be permitted to install side sewer to their own home with a Public Works Permit from the City of Tukwila. The work will require inspection approval. 14. Will the storm sewer line near the Foster Point bridge be rerouted? The City of Tukwila will be providing new storm drain lines in 56th Avenue South, 57th Avenue South, Pamela Drive, South 133`d Street, and South 130th Street as part of this project. The existing storm runoff from the bridge will be collected by the proposed storm drains on the east side of the bridge. 15. Where can a person get the required information on how to hook up a side sewer line? The City of Tukwila Public Works Department at 6300 Southcenter Blvd., Suite 100, Tukwila WA 98188. Phone (206) 433 -0179. 16. Who at the State level can be contacted regarding the loan? The contact person for Public Works Trust Fund Loan is Mr. Isaac Huang, 360 -586 -4129. 17. Can two residential units hook up to one side sewer line if both residents agree? If so, would only one connection fee be imposed? See answer to Question 9d. • • 18. At what point do late fees for late hook -ups end? The connection costs goes up each year for a maximum of 10 years. If you connect after year 10, the 10 year amount is the maximum connection fee (RCW 35.92.625). 19. Will the City have to hire any additional employees because of this project? It has not been determined if additional staff would be required at this time. 20. Will the monies received by the City for the "monthly sewer fee" stay in the Sewer Fund for use of sewer needs only? What is the anticipated monthly expense for the maintenance of the sewer line once the project is completed? How are the monthly rates established? The sanitary sewer utility is an enterprise fund run by the City of Tukwila. The funds collected for use of the sewer stays in the sewer fund. The current City of Tukwila budget for maintenance of the sewer system is $4,923,000.00. Monthly rates for sewage is set by the City Council (and King County Metro, who do the sewer treatment). The City's sewer enterprise fund is designed to be self - sufficient. 21. What percent of hook -ups is expected? Within the first 5 years, we estimate that 40% of properties will be connected to the sewer system. 22. If the permit fee remains at $500.00, how will the City spend that money? The $500 permit fee covers the administration, engineering, and inspection costs the City incurs during the review of the plans and installation of the side sewer. 23. Is anyone getting a free hook -up or reduced fees in any way based on any agreement? No parties will receive sewer connection at no charge. Citizens that qualify as low income will have their sewer connection made by the City of Tukwila and their property will have a lien placed upon it. The lien will have to be paid when there is a change in ownership. 24. What is the cost of the Pamela Drive street improvement by itself? Is that cost added to the sewer fees for the residents? Will I receive a final cost statement of the sewer project and of my overall costs? The costs of paving Pamela Drive will not be used in determining the cost of the sewer connection for the residents of Tukwila in Allentown and Foster Point. The cost of paving Pamela Drive cannot be determined until the construction contract is awarded. When the project is complete, you can come to the Public. Works Department and review the final cost documentation of the project. 25. Will any mailboxes be moved? Mailboxes will be temporarily relocated as required during construction with the approval of the U.S. Post Office to make sure deliveries are uninterupted. 26. Will water service and /or gas and power be disrupted for more than 1 hour? If so, how often? Gas service should not be disrupted during construction. Water and power may be disrupted for short periods during construction to allow for the reconnection of the homes to the new water line and the relocated power lines. 27. Will the very tall cottonwood trees next to the bridge be removed for the safety of the bridge and traffic and of the sewer line attached to the bridge? At this time the cottonwoods near the bridge are not slated to be removed during construction. 28. Will there be a main person we can call at a certain phone number if we have any further questions? Who and at what phone number? The contact at the City for this project is Mike Cusick, P.E.. His office phone number is 206- 431 -2441 or cell phone at 206 -571 -6318. 29. How many buildings can I add to my side sewer line? Outbuildings can be connected to the side sewer, but only one house or dwelling unit can be connected per connection fee. 30. Can I have an extra stub -up placed to my property for future use without paying any money until I actually hook -up to the extra stub -up? The City will provide extra side sewer stubs at the property line for future use at no cost to the property during construction. 31. How deep will the stub -ups be on the average? The side sewer stubs will be a minimum of 5 feet deep at the property line. 32. Can two separate houses be on one side sewer line because of logistic reasons if both owners agree to the sharing of the line? If so, since only one connection will be made to the main line, can only one connection fee be made and split between the two owners? See answer to question 9d. 33. How far from the gas line does the side sewer line have to be? From the water line? Can I cross under or over each line? By how far? The side sewer needs to be 12 inches from the gas line and 10 feet, if possible, from the water service. Vertical clearance is 12 inches between sewer and gas line and 18 inches between the sewer and water lines (see enclosed sketch showing separation). 34. Can I build a new house on an approved septic design before the sewer line and after the sewer line is in? Once the sewers are installed and complete, no new septic systems can be installed. 35. Will all this money being collected by the City allow for new employment at the City? What will the City do with all the money it collects regarding this sewer project? See previous answers. 36. Do we have to pay the City employees that work on this revitalization project from the money collected from the project or are those employees already being paid anyway from the current budget? The City employees working on the Foster Point and Allentown project are not paid from funds collected for the connection fee. 37. Seems like because of this overall project the real estate taxes will go up a lot and, therefore, the City makes even more money each year forever, plus the money the city makes from this sewer project every month, so why have a permit fee at all? Many other local Cities have permit fees a lot less, no one is as high as Tukwila. Who within what department decides such a fee? How can the residents get the permit fees lowered? The permit fees are set by the City Council of Tukwila and are designed to cover the administration, engineering, and inspection costs the City incurs for the installation of the side sewer. 38. There is no question 38. 39. I have a good septic system and do not, therefore, need to hook up to the new sewer line. Do I ever pay a fine or penalty if I hook up in the future? The connection fee goes up each year for the first 10 years once the project is complete. If you connect to the sewer system within the first year or sign up for the payment plan, you pay the lowest connection fee. The increased connection fee is not a fine or penalty, it is the cost of using borrowed money. 40. Does my house have to actually be hooked up to the sewer before I can sell my house? Yes. The ordinance will require the house be hooked up to the sewer system prior to change in ownership. 41. What size property do I need to have to build a house on now that sewer will be in? The minimum lot size for a sewered lot is 6,500 square feet of land. 42. When will construction begin and end? Construction is to start in August of 2004 and end sometime near Spring 2005. 43. Will the City sign a hold harmless agreement with me in case a worker happens onto my property? No, the City will not sign a hold harmless agreement with a homeowner if a contractor happens on to your property. If a contractor damages your property, the contractor is responsible for any damages to you. The contractor is required to have insurance and permission to enter private property. • • 44. Do I have to sign papers acknowledging a lien is recorded or will I be advised of such a lien? The property owner will not sign a lien unless the City installs the side sewer on the property under the low- income program. The City will place a covenant on your deed requiring the property be connected to the sewer for the condition in question #3. 45. If I hook up and my property becomes vacant, do I still have to pay a monthly sewer bill? If the house is vacant with the water meter shut off by the City, there is no sewer charge. The property owner would have to continue to pay the connection charge if they were on the payment plan, even if the house was vacant. 46. If ownership changes and I still have a good septic system according to KC Health Department, do I still have to hook up to the sewer to give a clear title to the buyer? If so, under what ordinance or law? If the ownership of the property changes, the property would be required to be connected to the sewer system no matter what the condition of the septic system. At the completion of the project the Tukwila City Council will pass an ordinance similar to Ordinance 1777 for the first phase of Allentown requiring connection to the sanitary sewer system. (P:Laurie Admin/Mike/Foster Point Response to Questions) 9706120642 • % 0/ 1908 q7- 6 -s City of Tukwila Washington Ordinance No. / 7 7 7 AN ORDINANCE ESTABLISHING WATER CONNECTION FEES FOR AL- LENTOWN AND RYAN HILL, SEWER CONNECTION FEES FOR ALLEN - TOWN PHASE I; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. • WHEREAS, a sewer plan identifying 7 residential and 2 commercial areas has been pre- pared with a prioritized construction schedule, and WHEREAS, water and sewer infrastructure construction will be initially paid for with utility funds; and WHEREAS, water and sewer lines meet Washington State Department of Health stan- dards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection charge that is determined by the infrastructure construction cost and total number of potential connections, and WHEREAS, a SEWER connection charge will be paid at the time of connecting or before final building permit approval for new facilities, and WHEREAS, a WATER connection charge will be paid before final building permit ap- proval, and WHEREAS, total Allentown construction costs have been projected based on the con- struction bid costs for 189 of the approximate 400 total connections, and WHEREAS, Ryan Hill connection costs are based on the construction of new lines to serve the existing 78 homes and 69 potential future connections, and WHEREAS, early connections are desired to recover construction costs and accelerate neighborhood revitalization so that a 10% reduction in connection charges will be offered through January 31, 1998. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHING- TON, HEREBY ORDAIN AS FOLLOWS: Section I. Allentown Phase I Sewer Connection Charges. A. Allentown Phase I homes existing on September 1, 1996 will be required to con - nect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral and if: 1. septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Homes north of S. 124th St. on 43rd Ave. S. and on 44th Ave. S. existing on March 1, 1996 are exempt from connection charges as the sewer was constructed as part of the Metro project at no charge to the City or the property owners. SEWORDS.DOC 10/30/96 1 9706120642 • • C. Allentown seder connection charges by year will be given a 10% reduction for connecting before January 31, 1998 to encourage early connections and the base fee of $7,278.00 will be increased $363.90 per year until 2006 in accord with RCW35.92.025: until charge January 31, 1998 $6550.20 10% reduction January 31, 1999 $7,278.00 Base price January 31, 2000 $7,641.90 January 31, 2001 $8,005.80 January 31, 2002 $8,369.70 January 31, 2003 $8,733.60 January 31, 2004 $9,097.50 January 31, 2005 $9,461.40 January 31, 2006 $9,825.30 January 31, 2007 $10,189.20 in accord with RCW 35.92.025 where it is capped at $10,189.20. D. Payment methods for Phase I sewer connection charges are: 1. deferring connection fee or subsidizing low income applicants who qualify in accord with CDBG block grant requirements in effect at the time of applica- tion, 2. connection charges for Phase I residences existing September 1, 1996 may pay the sewer connection charge on a time plan with their monthly bills. The monthly payment with an annual interest rate of 5% will be calculated for a 5-, 7- ,10 -,12 -, or 15 -year term. 3. Only existing individual single family applicants are eligible for the payment plans. New homes constructed after September 1, 1996 are required to make hill connection charge payment prior to building permit final construction ap- proval for occupancy. Change of ownership requires payment in full of con- nection fees. Remodeling construction is required to pay connection fees prior to issuance of building permit unless home is on the payment plan which may be continued. 4. Monthly payments may be started prior to obtaining a sewer connection permit. 5. Monthly payments may be initiated as a payment method until January 31, 2001 for Phase I. E. Notice of sewer availability and connection requirements shall be placed on titles of properties within the Allentown area with sewer service. Section II. Allentown and Ryan Hill regular water connection charges. A. Existing facilities connected to the water system will not be assessed a water con- nection fee. B. Allentown water connection fees for any new single family connection increase $198.40 per year: until charge January 31, 1998 $3,968.00 January 31, 1999 $3,968.00 January 31, 2000 $4,166.40 January 31, 2001 $4,364.80 January 31, 2002 $4,563.20 January 31, 2003 $4,761.60 January 31, 2004 $4,960.00 January 31, 2005 $5,158.40 January 31, 2006 $5,356.80 January 31, 2007 $5,555.20 in accord with RCW 35.92.025 where it is capped at $5,555.20. SEWORD5.DOC 10/30/96 2 9'706120642 • • C. Ryan Hill water connection fees for any new single family connection increase $207.30 per year: until charge January 31,1998 $4,146.40 January 31, 1999 $4,146.00 January 31, 2000 $4,353.30 January 31, 2001 $4,560.60 January 31, 2002 $4,767.90 January 31, 2003 $4,975.20 January 31, 2004 $5,182.50 January 31, 2005 $5,389.80 • January 31, 2006 $5,597.10 January 31, 2007 $5,804.40 in accord with RCW 35.92.025 where it is capped at $5,804.40. Section III. Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and S. 115th St. on the north. Ryan Hill includes the area approximately bounded by S. 114th St., 51st Ave. S., S. Ryan Way, and 47th Ave. S. Allentown is depicted on the map attached to this ordinance as Exhibit A and Ryan Hill on Exhibit B; both maps are incorporated herein by this reference as if set forth in full. Section IV. Funding recovery review. The successful implementation of later phases of the Sewer Plan for the 7 residential areas is dependent on the repayment of general fund reve- nues from the connection fees. The City Council will review connection requirements, exemp- tions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded in 2001. Section V. Severability. If any section, sentence, clause or phrase of this ordinance should be held to be invalid or unconstitutional by a court of competent jurisdiction, such in- validity or unconstitutionality shall not•affect the validity or constitutionality of any other sec- tion, sentence, clause or phrase of this ordinance. Section VI. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five (5) days after passage and publication as provided by law. PASSED BY THE CITY CO CIL OF OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this 4/ day of ,1996. ATTEST /AUTHENTICATED: e E. Cantu, City Clerk APPROVED AS TO FORM: .�7 By`�irl? 0 c of the Ci ttorney FILED WITH THE CITY CLERK: /o• 3/ 2 so PASSED BY THE CITY COUNCIL: //- �- 5 C. PUBLISHED: //- 7- f ENFhCTIVE DATE: // - /2 ORDINANCE NO.: / 777 SEWORD5.DOC 10/30/96 3 9706120642 Return : !City of Tukwila 6200 Southcenter Blvd Tukwila Wa 98188.2599 f CITY OF TUKWILA ORDINANCE #1777 - SEWER CONNECTION REQUIREMENTS (see pages 4-7) GRANTOR : CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 98188 GRANTEE: (continued on page 2 & 3) PARCEL# OWNER LOCATION LEGAL DESCRIPTION 0179000005 JACOBSON JAMES 12202 42ND AVE S LOT 1&2 BLKI 1 ALLENTOWN ADD 0179000065 TURPIN ROLAND 12229 43RD AVE S LOT 34-35 BLIP 1 ALLENTOWN ADD 0179000100 HOWE LARRY & EVELY? 12258 42ND AVE S LOT 19 BLK 1 ALLENTOWN ADD 0179000105 WALKER FREDERICK F 4208 S 1 24TH ST LOT 20 -21.22 BLK 1 ALLENTOWN ADD 0179000200 SM1THAM DENNIS 12223 43RD AVE S LOT 36.39 131K 1 ALLENTOWN ADD 0179000220 WAGERS LARRY & KIM 12203 43RD AVE S LOT I- 2&43.44 BLK 2 ALLENTOWN' ADD 0179000230 MATSON IDA D 112204 43RD AVE S LOT 1 -2 I BLK 2 ALLENTOWN ADD 0179000265 BRAUCHER ANNE A 12226 43RD AVE S LOT 6-9 BLK 2 ALLENTOWN ADD 0179000270 CITY OF TUKWILA 12232 43RD AVE S LOT 10 BLK 2 ALLENTOWN ADD 0179000290 CARLSON JACK JAY 12248 43RD AVE S LOT 16-17 BLK 2 ALLENTOWN ADD 0179000300 I DELEZA SANDRA 12240 43RD AVE S LOT 14-15 BLK 2 ALLENTOWN ADD 0179000310 SHUMWAYTODD 12236 43RD AVE S LOT 11-13 1BLK.2 ALLENTOWN ADD 0179000315 1GEARHART CHARLENE 12254 43RD AVE S LOT 18 BLK 2 ALLENTOWN ADD 0179000320 ANDERSON KIM 4304 S 124TH ST LOT 19-20 BLK, 2 ALLENTOWN ADD 0179000330 BLAND FLOYD L 4306 S I 24TH SP LOT 21-22 BLKI 2 ALLENTOWN ADD 0179000340 GREENSYAY JEFFREY 4316 S 124114 ST LOT 23-24 BLC 2 ALLENTOWN ADD 0179000350 GARRISON LORI W 4318 S 124TH ST LOT 25.26 BLKI 2 ALLENTOWN ADD 0179000360 NISTOR LOAN 12253 44TH AVE 5 LOT 27 3111 2 ALLENTOWN ADD 0179000365 WEIKUM LAURENCE 12249 44TH AVE S LOT 28-29 BLKI 2 ALLENTOWN ADD 0179000380 JACOBSEN GAYLE M 12245 44TH AVE S LOT 30-32 BLKI 2 ALLENTOWN ADD 0179000390 JACOBSEN CHRIS 12235 44TH AVE S LOT 33-34 BLKI 2 ALLENTOWN ADD 0179000400 BAILEY EDWARD R 12227 44TH AVE S LOT 35-36 BLKI 2 ALLENTOWN ADD 0179000410 KLISE HAROLD & JUNE 12221 44TH AVE S LOT 37.38 BLK 2 ALLENTOWN ADD 0179000420 CUNNINGHAM CHARL 12207 44TH AVE S LOT 39-40 BLK 2 ALLENTOWN ADD 0179000429 MOLTANE GARY 12205 44TH AVE S LOT 41-42 BLK 2 ALLENTOWN ADD 0179000450 REED SHIRLEY 12202 44TH AVE S LOT 1.3 BLK 3 ALLENTOWN ADD 0179000460 FITTERER MARCUS 112208 44TH AVE S LOT 3.5 BLK 3 ALLENTOWN ADD 0179000475 JCOYNE BETTY L 12218 44TH AVE S LOT 5-8 BLK 3 ALLENTOWN ADD 0179000495 CROWSTON CHAD 12228 44TH AVE S LOT 9-10 BLKI 3 ALLENTOWN ADD 0179000505 JENSEN ROBERT A 12236 44TH AVE S LOT 11 -13 BLK 3 ALLENTOWN ADD 0179000525 PRESTEGAARD HANNE 12242 44TH AVE S LOT 14 -16 BLK 3 ALLENTOWN ADD 0179000535 HUN LE! JAMES D 12254 44TH AVE S LOT 17-18 BLKI 3 ALLENTOWN ADD 0179000550 LECKBAND DONALD 4402 S 124TH ST LOT 19-20 BLK 3 ALLENTOWN ADD 0179000555 JOSLYN JIM 4408 S 124TH ST LOTI21-22 BLK 3 ALLENTOWN ADD 0179000565 SCHWALD GERALD A 4412 S 124THST LOT 23-24 BLK, 3 ALLENTOWN ADD 0179000575 LEVACK ROBERT J 4426 S 124TH ST LOT 25 -26 BLKI 3 ALLENTOWN ADD 0179000585 DECKER ROE S 12253 45TH AVE S LOT 27-28 BLK 3 ALLENTOWN ADD 0179000600 MATHIS LOIS D 12245 45TH AVE S LOT 29-32 BLK 3 ALLENTOWN ADD 0179000615 RADU DORN 12235 45TH AVE S LOT 33-34 BLK 3 ALLENTOWN ADD 0179000625 IVICKERS LANNY L • 12227 45TH AVE S LOT 35-36 BLK 3 ALLENTOWN ADD 0179000635 FORREY JAMES R 12221 45TH AVE S LOT 37-38 BLK 3 ALLENTOWN ADD 0179000645 REED EUGENEN & DOR 12215 45TH AVE S LOT 39-42 BLK 3 ALLENTOWN ADD 0179000660 BRUBAKER LEO 12205 45TH AVE S LOT 43 BLK 3 ALLENTOWN ADD 0179000665 BRUBAKER LEO 12203 45TH AVE S LOT 44 BLK 3 ALLENTOWN ADD 0179000690 ARCHER MARY 12202 45TH AVE S LOT 1-8 81114 ALLENTOWN ADD 0179000715 WALKER MARIA 1 12228 45TH AVE 5 LOT 9-12 BLK 4 ALLENTOWN ADD 0179000735 CORE STEPHEN D 12238 45TH AVE S LOT 13-14 B1K 4 ALLENTOWN ADD 0179000745 BURRINGTON ARTHUR 12244 45TH AVE S LOT 15-16 BLK 4 ALLENTOWN ADD 0179000755 STEINBERG HARRY 12252 45TH AVE S LOT 17-18 • BLK 4 ALLENTOWN ADD 0179000782 GOMEZ GEORGE G 4504 S 124TH ST LOT 19-21 BLK 4 ALLENTOWN ADD • 0179000785 GOMEZ GEORGE G 4518 5 124TH ST LOT 22-26 BLK 4 ALLENTOWN ADD 0179000810 MARKU ARBEN 12253 46TH AVE S LOT127 -28 BLK 4 ALLENTOWN ADD 0179000820 ARAGON DANIEL C 12245 46TH AVE S LOT 29-30 BLK) 4 ALLENTOWN ADD 0179000830 WILSON CHERYL Y 12239 46TH AVE S LOT13I.32 BLKI 4 ALLENTOWN ADD 0179000835 PETERS ANNETTE & EDI LOT 22 LOT 22 BLK 4 ALLENTOWN ADD 970612064.2 PARCEL# OWNER LOCATION LEGAL DESCRIPTION 0179000840 PETERS ANNETTE & ED 12231 46TH AVE S LOT 34 -35 BLK 4 ALLENTOWN ADD 0179000850 CASCIOLA MYRNA E 12221 46TH AVE S LOT 36-38 BLK 4 ALLENTOWN ADD 0179000870 BROOKS ROBERT 12217 46TH AVE S LOT 39.42 BLK 4 ALLENTOWN ADD 0179000885 BRYANT RAYMOND 12201 46TH AVE S LOT 43-44 BLK 4 ALLENTOWN ADD 0179000895 CARTER LARRY M 46TH & I22ND ST LOT 1 BLK' 5 ALLENTOWN ADD 0179000900 CARTER LARRY M 12204 46TH AVE 5 LOT 2 -3 BLK' 5 ALLENTOWN ADD 0179000910 OFSDAHL PHILIP 1 12212 46TH AVE S LOTI4.5 BLK 5 ALLENTOWN ADD 0179000925 TINGLEY BRYCE & CH 12218 46TH AVE S LOT 6-8 BLK 5 ALLENTOWN ADD 0179000935 LEE JO ANN 112230 46TH AVE S LOT 9-12 I BLK 5 AU ENTOVN ADD 0179000965 APPLEGATE THOMAS , 12246 46TH AVE S LOT 13-16 BLK 5 ALLENTOWN ADD 0179000975 KNIGHT ELDON 12252 46TH AVE S ILOT 16 -18 BLK 5 ALLENTOWN ADD 0179000985 ARAGON DANIEL C LOT 19 -20 LOT 19-20 ELK 5 ALLENTOWN ADD 0179001010 SV /ANSON DAVID C 4616 S 124TH ST LOT 24-26 BLK 5 ALLENTOWN ADD 0179001025 ROSS CHARLIE & ROSE 12253 47TH AVE S LOT 27-30 BLK! 5 ALLENTOWN ADD 0179001045 ROSS CHARLIE & ROSE 47TH & 123RD LOT 31-33 BLK 51ALLENTOVN ADD 0179001046 SCHUBERT TIMOTRY 47TH & 123RD ST LOT 34-36 ELX, 5 ALLENTOWN ADD 0179001065 SCHUBERT TIM 12219 47TH AVE S LOT137.39 BLK 5 ALLENTOWN ADD 0179001090 DREBIN HAROLD 12211 47TH AVE S LOT 40-41 BLK 5 ALLENTOWN ADD 0179001100 CRAWFORD,MAYME 12203 47TH AVE S LOT 42-44 BLK 5 ALLENTOWN ADD 0179001115 DAVIS MARK 4705 S 122ND ST LOT 1-3 IBLKI 6 ALLENTOWN ADD 0179001130 VIERTMA,N DONALD 12210 47TH AVE 5 LOT 4-5 BLX 6 ALLENTOWN ADD 0179001140 ROBAR KEITH & TANI 12216 4711-1 AVE S LOT 5-7 BLK' 6 ALLENTOWN ADD 0179001155 BARNES JUDITH M 12222 47TH AVE S LOT 7-9 BLK, 6 ALLENTOWN ADD 0179001160 ISUNGA EDMON & VICT 12226 47TH AVE S LOT 9-10 BLK 6 ALLENTOWN ADD 0179001170 VADER JOHN A 12228 47TH AVE S LOT 11-12 BLKI 6 ALLENTOWN ADD 0179001185 CLOTHIER RONALD M 12240 47TH AVE S LOT 13 -14 I BLXI 6 ALLENTOWN ADD 0179001195 JIMENEZ VIRGIUO 12244 47TH AVE S LOT 15.16 BLK( 6 ALLENTOWN ADD 0179001200 GARNETT DORIS B 12252 47TH AVE S LOT 17-18 ELK 6 ALLENTOWN ADD 0179001210 PRICE ROBERT 4702 S 124TH ST LOT 19-21 BLK 6 ALLENTOWN ADD 0179001240 NELSON THEA G 4718 S 124TH ST LOT 25-26 BLK 6 ALLENTOWN ADD 0179001250 RAFATJAH RICHARD LOT 27 -28 LOT 27 -28 I BLK 6 ALLENTOWN ADD 0179001260 BURROWS RUBY E 12243 48TH AVE S LOT 29-30 BLK' 6 ALLENTOWN ADD 0179001270 LEENDERS DANIEL L 12235 48TH AVE S LOT 31-34 ELK 6 ALLENTOWN ADD 0179001300 BARTON SANDRA 12223 48TH AVE S LOT 35-38 1BLKI 6 ALLENTOWN ADD 0179001310 'WELLS FARGO BANK 12215 48TH AVE S LOT 39-40 'BLK) 6 ALLENTOWN ADD 0179001320 FULLER KEITH 12211 48TH AVE S LOT 41 -42 ELK. 6 ALLENTOWN ADD 0179001330 STAUDT STEVE 12203 48TH AVE S LOT 43 -44 BLK 6 ALLENTOWN ADD 0179001340 COPELAND PHILIP LOT 1 ' LOT 1 BLKI 7 ALLENTOWN ADD 0179001345 COPELAND PHILIP 12208 48TH AVE S LOT 2-3 BLK' 71ALLENTOWN ADD 0179001355 BAILEY EDWARD 12212 48TH AVE S LOT 3 -4 IBLKI 7 ALLENTOWN ADD 0179001370 HUGHES MALENE 12218 48TH AVE S LOT 5-7 1BLK 7 ALLENTOWN ADD 0179001380 TINSLEY RANDY 12224 48TH AVE S LOT 8-9&36-37 BLK 7 ALLENTOWN ADD 0179001390 HOVLAND RUTH 12228 48TH AVE S LOT 10-11 BLK 7 ALLENTOWN ADD 0179001400 ABDULMAL.IKABDULN. LOT 12.13 LOT 12-13 SIX 7 ALLENTOWN ADD . 0179001410 LOONEY WILLIAM A LOT 14 LOT 14 BLK, 7 ALLENTOWN ADD 0179001415 TRIMBIE LEE & BARB 12242 48TH AVE S LOT 15.16 BLKI 7 ALLENTOWN ADD 0179001425 BARREIT RAYNOLD E 12250 48TH AVE S LOT 17 BLKI 7 ALLENTOWN ADD 0179001435 HARRIS KEITH B 12258 48TH AVE S LOT 18-22 B 7 ALLENTOWN ADD 0179001490 DOLEJSKA CHRIS 12241 49TH AVE S LOT 30-31 BLKI 7 ALLENTOWN ADD 0179001555 FINN MICHAELT LOT 43.44 LOT 43-44 BLXI 7 ALLENTOWN ADD 0179003238 HARRIS VERUNE 12404 42ND AVE S LOT 18 BLK - ALLENTOWN ADD 3347400005 DECKER DEAN • 4208 S 116TH 5T LOT 1.5 BLK 1 HILIMNS CD MDV/ GRDNS DIV NO 01 3347400030 STEVENS ARTHUR 14218 S 116TH ST LOT 6.9 BLK 1 HILLMNS CD MDW GRDNS DIV NO 01 3347400050 !ADDINGTON ARLENE 4230 5 116TH ST LOT 10.11 BL]( 1 HILLMNS CD MDW GRDNS DIV NO Ol 3347400070 RUSSELL WILLIAM P 1 1602 42ND AVE S LOT 1-3 BLK 2 HILLMNS CD ,MDW GRDNS DIV NO 01 3347400085 PHITSNOUKANE SO,MM4217 S 116TH ST LOT 4-6 BIK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400100 FRITZINGER,MERRY 4219 S 116TH ST LOT 6-8 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400110 CLARK M VIVIAN 42ND & S 116TH ST LOT 9.10 81<1 2 HILLMNS CD MDW GRDNS DN NO 01 3347400120 BURLINGTON NORTHEI42ND & S 116TH STIL OT 11-13 BLKI 2 HILLMNS CD MDW GRDNS DP/ NO Ol 33474Ca355 TYE MARGUERITE 4202 5 122ND ST LOT 65 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400360'RAMEY RECGIE 4206 S 122ND ST LOT 66 BLK 2 HILLMNS CD MDW GRDNS DIN, NO 01 3347400365 BEEMAN BETH 4210 5 122ND ST LOT 67 BLK 2 HILLMNS CD /AM GRDNS DP/ NO 01 3347400370 BLAKE SALLY H 4214 5 122ND ST LOT 68-69 ELK' 2 HILLMNS CD MDW GRDNS DP/ NO 01 3347400380 TAKAI KALA11A 4220 S 122ND ST LOT170 BLKI 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400390 MCGUIRE CHARGLES T S 122ND ST 1LOT 71-72 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400395 MCGUIRE CHARGLES T S 122ND ST LOT 72-73 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400400 IADAIR RON 4310 S 122ND ST LOT 74-75 BL IC 2 HILLMNS CD MDW GRDNS DP/ NO 01 3347400420 JENNE C 112055 44TH AVE S LOT 78-79 BL 2 HILLMNS CD MOW GRDNS DP/ NO 01 3347400430. ELLIS EVERE1 T 12049 44TH AVE S LOT 80 BLK 2 HILLMNS CD MDV/ GRDNS DP/ NO 01 3347400435 ELLIS SONJA 12045 44TH AVE S LOT 81 -82 BLK' 2 HILLMNS CD ,MDW GRDNS DIV NO 01 3347400445 FASANO MARK P LOT 83 HILLMANS LOT 83 61X1 2 HILLMNS CD MDW GRDNS DTI' NO 01 3347400450 FASANO MARK 12029 44TH AVE S LOT 84-86 BLK 2 HILLMNS CD MDW GRDNS DP/ NO 01 3347400465 'ROMEO RIVERA 12017 44TH AVE S LOT 87.89 BLK' 2 HILLMNS CD MDW GRDNS DP/ NO 01 9'706120642 PARCEL# OWNER LOCATION I I LEGAL DESCRIPTION 3347400486 GOODWIN JOHN B 11863 44TH AVE S ILOTI91.92 BLKI 2IHILIMNS CD MDW GRDNS DIV NO 01 3347400510 SIMONTON ROBERT C 111845 44TH AVE S ILOTI94 -96 BU( 2 HILLMNS CD MDW GRDNS DPI NO 01 3347400520 PYLE BARBARA A 1 11835 44TH AVE S LOT 97 -98 BLS 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400525 LENTZ MICHAEL & V 11837 44TH AVE S LOT 97-98 BLKI 2 HILLMNS CD MDW GRDNS DP/ NO 01 3347400530 JACKS BEN 11831 44TH AVE S I LOT 99 BLK1 21 HILLMNS CD MD\V GRDNS DIV NO Ol 3347400555 BUSS DARRELL 11811 44TH AVE S 104 8111 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400565 MILLER GARTH 11803 ILOTI 44TH AVE S LOT 105.106 BLK 21HILLMNS CD MDW GRDNS DIV NO 01 3347400570 HOFFMAN DARRELL 11685 44TH AVE 5 ILOTI 106.107 BLK 2IHILIMNS CD MDW GRDNS DIV NO 01 3347400580 CITY OF TUKWIIA LOT 108.113 I LOTI 108.113 BLK 2I H1LI1,1NS CD MDW GRDNS DP/ NO 01 3347400585 GILUDAN HUGH 11659 44TH AVE 5 ILOTI114 BLK1 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400590 BRATCHER KEVIN 11651 44TH AVE S I LOT 115-116 BLKI 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400600 KAPONE AL P 11645 44TH AVE S ILOT 115 BLKI 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400610 BELMONTE HERMOGEl 11637 44TH AVE S ILOT 117-119 BLKI 2 HILLMNS CD MOW GRDNS DIV NO 01 3347400615 CASE SALLY 11635 44TH AVE S'LOT1120-121 BLKI 2 HI LLMNS CD MD\V GRDNS DIV NO 01 3347400625 BURUNGTON NORTHE LOT 122 ILOT1122 BLKI 21I-0LLMNS CD MDW GRDNS DIV NO 01 3347400630 BURLINGTON NORTHE VACANT ILOTI- BLY - HILL NS CD MDW GRDNS DIV NO 01 3347400650 HITCHCOCK DOUGLAS 1 1650 44TH AVE S ILOTI 16 811 3 HILLMNS WS CD MDW GRDNS DIV NO 01 3347400685 GUILAJUAN 11662 44TH AVE 5 LOTI19 __81K 3 HILLMNS CD MDW GRDNS DP/ 140 01 3347400700 POMEROY JACQUELIN!' LOT 22 HILLMANS ILOTI22 BLK 3IHILLMNS CD MDW GRDNS DP/ NO 01 3347400705 POMEROY JACQUELIN�LOT 23 HILLMANS LOTI23 BLK 3IHILLMNS CD MDW GRDNS DP/ NO 01 3347400710 MARTIN ALLISON 11682 44TH AVE S LOT 24 BLK 3IHILLMNS CD MDW GRDNS DIV NO 01 3347400715 POMEROY JACQUELINL? LOT 25 LOTI25 B1.11 3IHILLMNS CD MDW GRDNS DP/ NO 01 3347400720 THOMPSON EARL D III LOT 26 IL OT 26 81X131 HILIMNS CD MDW GRDNS DIV NO 01 3347400730 ITRAN THUOC Q • 11808 44TH PL S LOT 1 BLK 4IHI MNS CD IADW GRDNS DIV NO 01 3347400735 'ALBRECHT JEFF 11818 44TH PL S LOTI2 -3 BLX 4IHILLMNS CD MDW GRDNS DP/ NO 01 3347400745 SAXTON SHIRLEY A 11826 44TH PL S LOTI4 -5 BLK 4IHILLMNS CD MDW GRDNS DIV NO 01 3347400755 SAXTON SHIRLEY A LOT 6 HILLMANS L OTI6 BLK 41HILLMNS CD MDW GRDNS DN NO 01 3347400760 UNION TANK WORKS 1:111840 44TH PL S LOTI7•8 BLKI 4IHILL.•INS CD MDW GRDNS DP/ NO 01 3347400770 WOYVODICH EDWARD LOT 9 LOTI9 BLX 4IHILLMNS CD MDW GRDNS DP/ NO 01 3347400775 WOYVODICH EDWARD LOT 10 LOTI 10 BLK 4 HILLMNS CD MDW GRDNS DP/ NO 01 3347400780 WOYVODICH EDWARD LOT 11 LOTI11 BLK 4IHILLMNS CD MDW GRDNS DPI NO Ol 3347400785 UNION TANK WORKS LOT 12-13 ILOT 12-13 8111 4IHILLMNS CD MDW GRDNS DIV 140 01 3347400790 QUICKSALL LARRY E 111870 44TH PLS LOT 13-15 BLKI 4IHILLMNS CD MDW GRDNS DP/ NO 01 3347400975 VAN VOORHEES NORA. 11814 44TH AVE S LOT 1 -2 BUCI SIH1U MNS CD MDW GRDNS DP/ NO 01 3347400991 SEAVEY RUTH 11829 44TH PL 5 LOT 3-6 BLKI S I HILIMNS CD MDW GRDNS DP/ NO 01 3347400992 TIBKE JON & NANCY 11826 44TH AVE 5 L OTI4.6 811151HII1MNS CD MDW GRDNS DIV NO 01 3347401000 DOOLIN KATHY 11828 44TH AVE S LOTI6 -7 BLRI SIHIU-MNS CD MDW GRDNS DIV NO 01 3347401015 'ANDERSON ALLEN 11836 44TH AVE S LOTI8-9 BLX/ 5IHILLMNS CD MDW GRDNS DP/ NO 01 3347401025 GREEN SANDY 11846 44TH AVE S LATI 10.11 BLKI 5IHILLMNS CD MDW GRDNS DIV NO 01 3347401060 FAGAN ROBERT & CARS 12012 44TH AVE S LOTI15.18 BLK 51HIUMNS CD MDW GRDNS DP/ NO 01 3347401065 MCPHERSON LOREN 112010 44TH AVE S LOTI15.19 BLK 5 'HI LLMNS CD MDW GRDNS DIV NO 01 3347401066 BATES GILBERT 12014 44TH AVE S LOTI15.18 IBLKI 5I HILTAINS CD MD \V GRDNS DIV NO 01 3347401100 CASE DUANE 12028 44TH AVE S LOTI20.21 BLK 5I HILL MNS CD MDW GRDNS DIV NO 01 3347401110 CASE DUANE JR 12040 44114 AVE S LOT122 BLK, 51HILLMNS CD MDW GRDNS DIV NO 01 3347401120 NASON STEVE & MARY 12044 44TH AVE S ILOT123.25 IBLK, 5IHILLMNS CD MDW GRDNS DIV NO 01 3347401130 MATHIAS ROBERT 12056 44TH AVE S LOTI26.27 BLKI 5 HIIIMNS CD MDW GRDNS DP/ NO 01 3347401140 REED PAT 12064 44TH AVE S LOTI28.29 811 5 HILI.MNS CD MDW GRDNS DIV NO 01 3347401165 MELLINGER JUDY 4402 S 122ND ST LOT 31 -32 BLK 5 HILUANS CD MDW GRDNS DIV NO 01 3347401170 SHAFLIS GREGG 14410 S 12214D ST LOT 33-34 BLK 5IHILLMNS CD MDW GRDNS DP/ NO 01 3347401180 UNION TANK WORKS LOT 35-39 LOT 35 -39 BLK 5IHILLMNS CD MD\V GRDNS DIV NO 01 3347401205 CHAMPA ASSOCIATI01\LOT 40-41 ILOTI4041 811151HILLMNS CD MDW GRDNS DP/ NO 01 3347401215 UNION TANK WORKS LOT 42 -48 LOT142 -48 BLKI 5IHILLMNS CD MD\Y GRDNS DP/ NO 01 3347401250 UNION TANK WORKS LOT 49 LOT149 IBI.KI 5 HILLMNS CD MD\V GRDNS DIV NO 01 3347401255 UNION TANK WORKS 12065 46TH PLS LOT150-53 IBLK 5 H1 LIMNS CD MDW GRDNS DIV NO 01 3347401275 UNION TANK WORKS 46TH AVE S LOT154.56 BLX, 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401290 UNION TANK WORKS 12005 46TH AVE S LOT157 -60 BLY 51H]L LMNS CD MDW GRDNS DIN/ NO 01 3347401301 UNION TANK WORKS 12001 46TH AVE S LOTI59-60 JBLX. 5II11L LMINS CD MDW GRDNS DP/ NO 01 3347401310 BRUNS JOHN H 111857 44TH PLS LOTI6I -62 Bug 5I1-0U-MNS CD MDW GRDNS DP/ NO 01 3347401315 BRUNS JOHN H 44TH PLS LOT 61 -62 BLK) 51H1LLI NS CD MDW GRDNS DP/ NO 01 3347401320 DOVE JON 8 11841 44TH PLS LOTI63 BLI0 51HILLMNS CD MDW GRDNS DP/ NO 01 3347401330 UNION TANK WORKS 12065 44TH PLS LOTIPOR BLS' 6IHILU.MNS CD MDW GRDNS DP/ NO 01 3347401380 CASE DUANE M 12052 46TH AVE S ILOTI 11 -12 B11CI 61HILLMNS CD MDW GRDNS DPI NO 01 3347401390 UNION TANK WORKS LOT 13-14 LOTI13.14 BLK 6IHILLMNS CD MDW GRDNS DP/ NO 01 3347401400 RICKETTS CRAIG 4602 S 122ND ST LOTI15 BLK, 61HILLMNS CD 1ADW GRDNS DP/ NO 01 3347401405 RICKETTS CRAIG LOT 16 LOTI16 BL:' 6IHILLMNS CD MDW GRDNS DIV NO 01 3347401415'NGUYEN CHUG 4620 S 122ND ST ILOTI I8 -19 BLK' 6IHILLMNS CD MD1Y GRDNS DN NO 01 3347401420 BUI QUYEN VAN & BUI 4604 S 122ND ST LOTI 17.18 BLK 6IHILLMNS CD MDW GRDNS DIV NO 01 3347401425 KAUFMAN BRET 4622 S 122ND ST LOTI20 BLK, 6 HILL MNS CD MDW GRDNS DIV NO 01 3347401430 BECK L V & FRANCESC 4702 S I22ND ST LOTI21 -22 BLK 6 HILI LIMNS CD MDW GRDNS DIV NO 01 3347401440 JERDE GENE D 14708 S 122ND ST LOTj23.24 BLKI 6IHILLMNS CD MDW GRDNS DIV NO 01 3347401455 PEI RANO MELVIN 4716 S I22ND ST LOTI25.26 BLKI 6I HILLMNS CD MDW GRDNS DP/ NO 01 3347401470 BICE MAXINE 4730 S 122ND ST LOTI29 BIKI 6IHILLMNS CD MDW GRDNS DP/ NO 01 1 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address: CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd. Tukwila, WA 98188 ▪ Document Title(s) (or transactions contained ▪ herein): ORDINANCE #1777 fY jReference Number(s) of Documents assigned or released 97 -6 -5 l' Z Additional reference numbers on page of document(s) Grantor(s) CITY OF TUKWILA Last Name First Name Initials Additional names on page of document(s) Grantees(s) Same Last Name First Name Initials Additional names on page of documents(s) Legal Description Allentown and Ryan Hill Sewer connection (abbreviated) Additional legal is on page of documents(s) Assessor's Property Tax Parcel/Account Number(s) (See attachment to Ordinance #1777) MIU L00 SQ210338 AMMO 9NIN HUD 2004 INCOME GUIDELINES FOR KING COUNTY Annual Income by Household Size Revised: 2/10/2004 P ?rce.nt of Median. ` Number in House old . ....... 4 120% of median ** $65,400 $74,750 $84,100 $93,500 $100,900 $108,500 $115,900 $123,350 (calculated & rounded to nearest 50) 115% of median** (calculated & rounded to nearest 50) $62,700 $71,650 $80,600 $89,600 $96,700 $103,950 $111,100 $118,200 Median ** (calculated & rounded to nearest 50) $54,500 $62,300 $70,100 $77,900 $84,100 $90,400 $96,600 $102,800 80% of median: a. Federal Programs * $40.250 $46,000 $51,750. $57,500 $62,100 $66,700 $71,300 $75,900 (given by HUD) b. Non - Federal Programs ** (calculated & rounded to nearest 50) $43,600 $49,850 $56,100 $62,300 $67,300 $72,300 $77,300 $82,250 60% of median** $32,700 $37,380 $42,060 $46,740 $50,460 $54,240 $57,960 $61,680 (given by HUD) 50% of median ** $27,250 $31,150 $35,050 $38,950 $42,050 $45,200 $48,300 $51,400 (given by HUD) 301/4 of median ** $16,350 $18,700 $21,050 $23,350 $25,250 $27,100 $29,000 $30,850 (given by HUD) Note: HUD capped 80% of median figures based on national median income; this cap applies only to projects funded with Federal dollars. ** Note: 2004 Income Levels have been held constant at 2002 &'2003 levels in a manner consistent with HUD policy for affordable housing program administration. Source: U. S. Department of Housing and Urban Development (HUD) King County Housing and Community Development Program CS- KING \HFP \Universe \02hudin.xls TUKWILA MUNICIPAL CODE Chapter 1 4.1 2 SEWER REGULATIONS Sections: 14.12.010 Chapter Construction 14.12.020 Definitions 14.12.030 Notice - Connection Requirements 14.12.040 Penalty for Late Connection - Payment 14.12.050 Permit Required 14.12.060 Sanitary Side Sewer Installation Permit Required 14.12.070 Obtaining Permit to Install Sanitary Side Sewer 14.12.080 Issuance of Temporary Permit 14.12.090 Permit to Construct, Extend or Repair Sanitary Sewer Inside Property 14.12.100 Additional Work Permit 14.12.110 New Permit Fee 14.12.120 Time Limit 14.12.130 Display of Permit 14.12.140 Work Without Permit 14.12.150 Description of Sanitary Side Sewers 14.12.170 Call for Inspection 14.12.180 Inspection Before Trenches Filled 14.12.190 Inspector's Right of Entry • 14.12.200 Inspection Fee 14.12.210 Improper Work - Completion by City 14.12.220 Obstructed or Broken Sewer Repair 14.12.230 Injury to Public Sewers and Drains 14.12.240 Depositing Rubbish in Public Sewers and Drains 14.12.250 Exhaust Steam and Hot Water 14.12.260 Discharge of Foreign Substance into Public Sewer 14.12.270 Discharge of Surface or Subsurface Drainage 14.12.280 Trees and Shrubbery Obstructing Sewers 14.12.290 Noncompliance - Notice - Remedy 14.12.300 Regulation Authority 14.12.310 Lien - Collection - Notice 14.12.010 Chapter Construction TMC 14.12 and the provisions thereof shall be deemed an exercise of the police power of the State and of the City, for the public ,health and safety and the protection of the public from fraud, and it shall be liberally construed to accomplish such purpose. (Ord. 342 §32, 1961) 14.12.020 Definitions A. The "City Supervisor ", whenever used in TMC 14.12, means not only such supervisor but any of his authorized assistants or inspectors. B. "Person" wherever used in TMC 14.12, means and includes natural persons of either sex, associations, co- partnerships and corporations, whether acting by themselves or by a servant, agent or employee. The singular number when necessary includes the plural, and the masculine pronoun includes the feminine. (Ord. 342 §30, 1961) 14.12.030 Notice - Connection Requirements The owner of each lot or parcel of real property within the area to be served by the sanitary sewage disposal system, upon which such lot or parcel of property there shall be situated any building or struc- ture for human occupancy or use for any purpose, shall within 30 days after the publication in a news- paper of general circulation within the City of a notice signed by the Mayor and City Clerk, for connections to be made therewith, cause a connection to be made between the said sewage system and each such build- ing or structure; provided that where more than one such building is located on a lot or parcel of land not larger than 50 feet in width and 100 feet in depth, and all such buildings may be served by one sanitary sewer connection, only one connection for all such buildings need be made. All premises upon which any portion of any building is situated within 250 feet of a sanitary sewer line or lateral shall be deemed to be within the area served by said sanitary sewage system. All connections shall be made to said sanitary sewage system in a permanent and sanitary manner subject to the approval of the City Supervisor, and shall be sufficient to carry all sanitary sewage and waste fluids of any kind from said buildings into said sanitary sewage system, and each toilet, sink, stationary wash stand,. or any other piece or type of equipment having waste fluids, shall be connected; with said sanitary sewage system; provided, that where such building or structure has not been completed before the publication of such notice, connections shall be made on or before the completion of such building or structure and before any use or occupancy thereof. (Ord. 342 §1, 1961) 14.12.040 Penalty for Late Connection - Payment If any connection shall not be made within the time herein provided, the City Supervisor or such other employee of the City as the Mayor or City Council designate is hereby authorized and directed to cause the same to be made and to file a statement of the costs thereof with the City Clerk; and thereupon a warrant shall be issued under the direction of the City Council against the water and sewer fund for the payment of such cost. Such amount, together with a penalty of 10% thereof, plus interest at the rate of 8% per annum upon the total amount of such costs and penalty, shall be assessed against the property upon which the said building or structure is situated, and shall become a lien thereon as hereinafter provided as in the case of delinquent sanitary sewer service charges. The total amount when collected shall be paid into the water and sewer fund. In the alternative, if etnn Sewers December 1998 C1 -21 Symmetrical about center line of water main 10 feet, minimum 7 Water line t 18 inches, minimum Figure C1 -2. Required Separation Between Water Lines and Sanitary Sewers, Parallel Construction Figure C1 -3. Required Separation Between Water Lines and Sanitary Sewers, Unusual Conditions Parallel Construction . Page 1 of 1 RCW 35.92.025 Authority to make charges for connecting to water or sewerage system -- Interest charges. Cities and towns are authorized to charge property owners seeking to connect to the . water or sewerage system of the city or town as a condition to granting the right to so connect, in addition to the cost of such connection, such reasonable connection charge as the legislative body of the city or town shall determine proper in order that such property owners shall bear their equitable share of the cost of such system. The equitable share may include interest charges applied from the date of construction of the water or sewer system until the connection, or for a period not to exceed ten years, at a rate commensurate with the rate of interest applicable to the city or town at the time of construction or major rehabilitation of the . water or sewer system, or at the time of installation of the water or sewer lines to which the property owner is seeking to connect but not to exceed ten percent per year: PROVIDED, That the aggregate amount of interest shall not exceed the equitable share of the cost of the system allocated to such property owners. Connection charges collected shall be considered revenue of such system. [1985 c 445 § 6; 1965 c 7 § 35.92.025. Prior: 1959 c 90 § 8. Formerly RCW 80.40.025.] REC CrTy OFE7-tiLq �UN152O City of Tukwila;Dept.of Community Development and Brandon Miles, planner in chargePERM►TCENTER June -14 -2004 Dear Sirs; Regarding the "Notice of Application "dated 5- 13- 04,which was sent to many neighbors of the Foster Point area concerning the proposed sanitary sewer and related upgrades to the Foster Point neighborhood, the people named below wish to ask the following questions and to be named as "Parties of Record" and therefore be notified as to any decision made regarding this project.When responding to each question please send your written response to each party named below as these questions are being asked by the group of people named below,each with their own address.Please attach a copy of this letter with your response to each party. Question # 1. If there is a garage on a persons property, or a new garage is built, can the garage be connected to the sewer line under one connection fee? #2. Please justify the outrageaouscost of the $500.00 permit fee ,it is way out of line as the first 3 phases of this project were at a cost of $80.00 per land owner! #3. Do I have to agree and sign papers with the City regarding this project,and agree in writing to allow a lien against me? When is the next Public meeting? #4. What measures are being taken to help seniors or disabled people or those that simply can not afford the connection fees or the contractors fees. If a persons current septic system is not adequate and that person can not afford to pay the fees...then what can he can do? #5. After the project is complete can a person build a new house or add on a bedroom/bathroom if the King County Health Dept. says the current septic system is adequate or that a septic design is acceptable? #6. What critieria was used to establish the connection fee and the permit fee? #7. Do all monies paid for the permits go to the Sewer Fund and stay in the Sewer Fund for future sewer maintence fees, or,who gets the permit fee? Where does that money go and for what purpose? #8. Why is the City charging additional interest to it's citizens' when the citizens pay the City empoyee's to do the work nesscesary to obtain the fund's for this project? Where does the extra money go ,that extra 2% of the loan amount of approx. $6,000,000.00, go and for what purpose? Who,within what dept., makes the decision to charge us property owners additional interest? #9. How much time will a property owner have to hook up to the main line before late fee's are added ?Will there be any exceptions made to this time limit? 9b.Who decides what the best route is to hook up to the house from the street? Will Tukwila provide a professional to do this for the home -owner free of charge? 9c.Can two properties(homes)share the same side sewer if one or the other has an access problem? 9d. I have two houses on a 50 foot wide lot. Each has their own I.D. #. Will I only pay one hook up fee? 9e.If a person needs legal advice regarding liens,etc.because of this project, will the City provide such? 410 Will any house on Foster point be required to install any special pumps .etc. in order to feed the sewage to the main line? #11. Since the property owners' are paying the bill why can't we have side walks too? • • #12. Can a residential building permit be issued prior to the beginning of this project? #13. Can a homeowner install his own side sewer? #14. Will the storm sewer line near the Foster Point bridge be re- routed? # 15. Where can a person get the required information on how to hook up a side sewer line? #16. Whom at the State level be contacted regarding the loan? #17. Can two residential units hook up to one side sewer line if both residents agree? If so,would only one connection fee be imposed? #18. At what point do late fees, for late hook- ups , end? #19. Will the City have to hire any additional employee's because of this project? #20. Will all monies recieved by the City for the" monthly sewer service fee" stay in the Sewer Fund for use of sewer needs only? What is the anticipated monthly expense for the maintence of the sewer line once the project is completed ?How are the monthly rates established? #21. What percent of hook -ups is expected ? #22.If the permit fee remains at $500.00 ,how will the City spend that money? #23. Is anyone getting a free hook- up or reduced fees in anyway based on any agreement? #24. What is the cost of the Pamela Drive street improvement by itself? Is that cost added to the sewer fee's for the residents? Will I recieve a final cost statement of the sewer project and of my overall costs? # 25 Will any mail boxes have to be moved? #26. Will water service and or gas and power be disrupted for more than 1 hour? If so, how often? #27. Will the very tall cotton -wood trees next to the bridge be removed for the safety of the bridge and traffic and of the sewer line attached to the bridge? #28. Will there be a main person we can call at a certain phone# if we have any further questions ?Who and at what phone #? #29. How many buildings can I add to my side sewer line? #30. Can I have an extra stub -up placed to my property for future use with out paying any money until I actually hook -up to the extra stub -up? #31. How deep will the stub -ups be on the average? #32. Can two seperate houses be on one side sewer line, because of logistic reasons, if both owner's agree to the sharing of the line? If so, since only one connection will be made to the main line can only one connection fee be made and split between the two owner's? #33 How far from the gas line does the side sewer line have to be? From the water line? Can I cross under or over each line ?By how far? #34 Can I build a new house on an approved septic design before the sewer line and after the sewer line is in? #35. Will all this money being collected by the City allow for new employment at the City? What will the City do with all the money it collects regarding this sewer project? #36. Do we have to pay the City employees that work on this revitalization project from the money collected from the project or are those employees already being paid anyway from the current budget? #37. Seems like because of this overall project the real - estate taxes will go up alot and therefore the City makes even more money each year forever, plus the money the City makes from this sewer project ever month, so why have a permit fee at all? Many other local Cities have permit fee's of ALOT less,no one is as high as Tukwila,who within what dept. decides such a fee? how can the residents get the permit fees lowered? #39. I have a good septic system and do not therefore need to hook up to the new sewer line;do I ever pay a fine or penalty if I hook up in the future? #40. Does my house have to actually be hooked up to the sewer before I can sell my house? #41. What size property do I need t� have to build a house on now that sewer's will be in? #42. When will construction begin and end? #43. Will the City sign a hold - harmless agreement with me in case a worker happens onto my land? #44. Do I have to sign papers acknowledging a lien if a lien is recorded or will 1 be advised of any such lien? #45. If I hook -up and my property becomes vacant do I still have to pay a monthly sewer bill? #46. If ownership changes and I still have a good septic system ,according to KC Health dept., do I still have to hook up to the sewer to give a clear title to the buyer? If so,under what ordinance or law? We will share your response with our neighbors. Please respond by letter to each of us listed below,signature's upon request. ^ Thank you ^ Bill and Wendy Toon 13360 -56th Ave. So. Tukwila Wa. 98178 Phil Sheridan 13013 57th Ave. So. Tukwila,Wa. 98178 Mary Ellen Whitehead 13335 56th Ave. So. Tukwila Wa. 98178 Dennis Neff t — /303(9 Brian Miller 13354 56th Ave. So. Tukwila, Wa. 98178 City of Tukwila 6200 Southcenter Boulevard 0 Tukwila, Washington 98188 Steven M Mullet, Mayor June 23, 2004 Bill and Wendy Toon 13360 56th Ave S Tukwila, WA 98178 ' Phil Sheridan, 13013 57th Ave S Tukwila, WA 98178 Mary Ellen Whitehead 13335 56th Ave S Tukwila, WA 98178 Dennis Neff 13036 56th Ave S Tukwila, WA 98178 Brian Miller 13354 56th Ave S Tukwila, WA 98178 Dear Residents: Thank you for providing comments for the Foster Point Neighborhood Sewer Extension - project. Many of the questions that you have raised are outside of the areas that are being examined as part of the Shoreline Management Act Permit and State Environmental Review. The Department of Community Development has passed the letter to Mike Cusick who is with the City's Public Works Department. He will provide a response to the questions raised in your letter. If you have any ques ons, please call (206) 431 -3684 or send an email to bmiles c ci.tukwila. .us. Sincerely, ^II Brand6n J. iles Assistant Planner cc. Bob Giberson, City Engineer Mike Cusuck, Project Engineer File (E04 -002, L04 -010, L04 -023) Phone: (206) 433 -1800 0 City Hall Fax: (206) 433 -1833 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I. L( C / * HEREBY DECLARE THAT: Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Determination of Non-Significance;: Mitigated Determination:of Non Significance Determination of Significance: Notice Notice of Action Official Notice Notice of Application Scoping Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Notice of Application for: Sfiorehine. Mgmt Permit -Other Was mailed to each of the addresses listed on this year 20 Project Name: w Project Number: Mailer's Signature: 6-(ock: Person requesting mailing: � j2vi `71/6; (e L P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM • Cg ry Tukwild Department of Community Development To: Steve Lancaster From: Brandon J. Miles Date: June 18, 2004 Re: MEMORANDUM E04 -002 City of Tukwila Public Works Foster Point Neighborhood Improvements Project Description: Steven M. Mullet, Mayor Steve Lancaster, Director The City of Tukwila Public Works Department is proposing to replace all substandard water lines, install new sewer lines and construct a sewer lift station in the Foster Point Neighborhood. After the sewer and water lines are completed, new pavement will be installed in areas disturbed by the project. Additionally portions of Pamela Drive, which is unimproved City right of way will be improved to City standards. Generally, the project is located in the northwest quarter of Section 14, Township 23 north, Range 4 east, and the southwest quarter of Section 11, Township 23 north, Range 4 east, WM, in King County. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and the Allentown Addition. The project is located in the Foster Point Neighborhood, between and including Interurban Avenue South and South 130`h Place. Work will primarily occur in the rights of way of 56th and 57th Avenue South, South 133`d Street, South 130th Place and Pamela Drive. Outside of dedicated rights of way, a sewer lift station will be installed north of 56th Avenue South in the vicinity of the bridge. A water line will also be installed in the South 130th Avenue and 50th Place South, north and west of the Foster Point neighborhood. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Foster Point Sewer Improvements 2 Staff Report Agencies with Jurisdiction / /Other Required Permits: SMA Permit for crossing Duwamish River Unclassified Use Permit Building Permits Flood Control Permit Right of Way Permit Aquatic Resources Use Authorization Notification /Determination of Leasing Section 10 Permit HPA Permit NPDES Summary of Primary Impacts: • Earth City of Tukwila, DCD City of Tukwila, DCD City of Tukwila, DCD City of Tukwila, PW City of Tukwila, PW United State Army Corp of Engineers United States Army Corp of Engineers Washington State Department of Fish and Wildlife Washington State Department of Ecology The project area is generally flat with the steepest work area having a slope of two percent. Some of the slopes along the River have a slope in excess of 100 percent. The River bank will not be disturbed as part of this project. A Geotechnical report, prepared by Geo Engineers, dated March 4, 2002, found that native soils consisted of brown fine to medium sand and sand with silt. Native soils were encountered at a depth of 13 inches. These soils were underneath four inches of asphalt and nine inches of base course subgrade. There is no indication of unstable soils in the vicinity. Grading will occur as a result of street improvements that will be made during this project. Structural fill may be required to be brought in as back fill for new pavement, in excavated trenches, and as a base for the new lift station. As with any construction activity there is a chance for erosion. Per City regulations an erosion control plan will have to be prepared and approved by the City. During construction BMPs will be employed to reduce any erosion from the project. An additional 14,357 square feet of impervious surface will be added as a result of this project. The new surface will be a result of finishing Pamela Drive and the pad for the new lift station. •Air Some emissions from construction vehicles will occur during the construction period. Suspended particles from dust emissions will occur during construction activities. Foster Point Sewer Improvements Staff Report A diesel powered emergency generator will be used at the lift station during periods of power failure. The use of the generator will be temporary and on a limited basis. Site watering and other measures will be utilized during construction to reduce construction dust. The emergency generator will meet all regulations of the Puget Sound Air Quality Agency. Water The Duwamish River surrounds the Foster Point Neighborhood to the north, south, and west. There will be work within the 200 feet of the ordinary high water mark. A four - inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56th Avenue South Bridge. The existing site conditions allow for the water from the paved streets to flow directly into the river. As part of this project, catch basins will be installed which will divert the current run -off of water within the neighborhood. It is important to note, that existing water run -off into the River is untreated and contains materials from City streets. Areas of the proposal due lie within the 100 -year floodplain. The geo- technical report noted that ground water would likely be encountered during excavation activities. Trenches will be dewatered during construction and pumped away from the construction area. The dewatering will only occur during construction activities. When the project is completed, water run -off will be collected by catch basins and flow to existing outfalls. Plants Vegetation in the area includes deciduous trees, evergreen trees, shrubs, wet soil plants, and water plants. Since most of the project will be within the City of Tukwila's right of way, very little vegetation will be removed during construction activities. Native vegetation will be installed in those areas disturbed within 200 -feet of the shoreline. • Animals The Foster Point Neighborhood is largely developed with single- family homes. Animals found in the area are typical of urban environments, such as small mammals and birds. The Duwamish River is home to a variety of fish species, including salmon. Foster Point Sewer Improvements 4 Staff Report Energy/Natural Resources Construction activities will use gasoline and diesel internal combustion engines. Electricity will be used to operate the sewer lift station and a diesel - powered generator will be used in the event of power failure. Environmental Health Noise generated by construction equipment will occur on a short-term basis. The project is located in a residential neighborhood and the contractor will have to comply with the City's noise standards. Power failure could result in the discharge of effluent from the lift station. This risk will be reduced by providing secondary power supply and telemetry to provide early notification of potential problems. The lift station will produce a low hum when in operation. Noise from the lift station operation should be negligible since most of the lift station will be located under ground. The emergency generator is exempted from noise regulations when operating in an emergency situation. However, the generator must meet noise regulations when it is tested. As the sending property is residential and the nearest receiving property is residential, the generator is not permitted to create a sound in excess of 55 dB(A), measured at the receiving property. Land /Shoreline Use Most of the project area is zoned LDR. A small area, near Interurban Avenue is zoned Commercial /Light Industrial. Portions of the project will be within 200 -feet of the Duwamish River. The sewer line will also extend over the existing 56th Avenue Bridge. The shoreline is classified as Urban and is governed under the City's Shoreline Regulation. The applicant has submitted for a Shoreline Permit. Portions of the project will lie within the 100- year floodplain. The applicant will be required to obtain a Flood Control Permit from the City. • Housing No housing is proposed nor will any residential structures be removed. The presence of sewer lines in the area will likely generate additional platting and construction of new houses in the area. Foster Point Sewer Improvements 5 Staff Report • Aesthetics The only part of this project that will be above grade is the sewer lift station. The lift station will be 10 feet in height and a 14 -foot telemetry pole will be attached to the roof The building will meet all applicable development regulations for height and setback. Additional design standards can be imposed through the Unclassified Use Permit. • Light and Glare There will be a small light located at the lift station. This light will be shielded and face downward and should not have any impacts on surrounding properties. • Recreation The site is located near the Duwamish River and there is a small passive park located off of Pamela Drive. Foster Golf Course is located to the southeast. • Historic and Cultural Preservation No known places or landmarks exist within the project area. The banks of the Duwamish River were utilized by Native Americans thus there is a small chance that some artifacts may be unearthed. The Public Works Department will have an archeologist on site during the excavation of the lift station. The City did receive two comment letters, one from the State of Office of Archeology and Historic Preservation and one from the Muckleshoot Indian Tribe. The City did offer an invitation to the Muckleshoot Tribe to send a tribal monitor during excavation activities. As with any construction activities if any landmarks or evident of historical, archaeological, scientific, or cultural importance are found on the site, work will stop immediately and the contractor will notify the City of Tukwila, Washington State Office of Archeology, and the Muckleshoot Indian Tribe. • Transportation During construction there will be an impact to individuals who live in the Foster Point Neighborhood. This will include road closures, brief closure of the 56th Avenue Bridge, and removal of the street pavement. The roads in the neighborhood will be restored to pre - project condition. A parking stall will be provided on site for maintenance and repair of the lift station. The lift station will generate approximately one vehicular trip per week. Foster Point Sewer Improvements 6 Staff Report • The project will require a right of way permit, which will address traffic control issues. Public Services N/A Utilities The area is served by the following utilities: Water City of Tukwila and Water District 125 Electricity Puget Sound Energy Gas Puget Sound Energy Cable Comcast This project involves the upgrade and installation of sanitary sewer and new water lines within the Foster Point Neighborhood. Sanitary waste disposal is currently done through septic systems. Houses in the neighborhood will be required to connect to sewer if one of the following occurs: • Addition of a bedroom or bathroom • The property is conveyed to another person • The existing septic systems fails • A short plat or subdivision Recommendation: Determination of Non - Significance Note: There was an additional comment letter that was sent by property owners in the Foster Point Neighborhood. The issues raised by the letter were not environmentally focused. The City will respond to the letter, but issuance of a Threshold Determination should not be put on hold pending the City's response. 1 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director June 17, 2004 Ms. Stephenie Kramer Office of Archaeology and Historic Preservation PO Box 48343 Olympia, WA 98504 -8343 RE: Foster and Allentown Sewer Infrastructure Improvements in Tukwila Dear Ms. Kramer: Thank you for providing comments through SEPA and the Shoreline Management Act regarding the City of Tukwila's sewer improvements within the Foster Point and Allentown Neighborhoods. In your letter you noted that these areas have a high potential for archaeological resources and that a professional archaeological survey should be completed of those areas that will be excavated The City's Comprehensive Plan sets goals and policies for historical and cultural preservation for areas located along the Duwamish/Green River. As part of this project, the City's Public Works Department has in place measures to ensure the preservation of any historical or cultural sites that might be discovered. The largest excavation sites for this project will be for the construction of two new sewer lift stations. The installation of these lift stations will require excavation to a depth of approximately 20 feet. As it is likely that this excavation will reach native soils, the City will have an archeologist on site during the excavation of these lift stations. As with any construction project in the City, if any landmarks or evidence of historical, archaeological, scientific, or cultural importance are found on the site, work will stop immediately and the contractor will notify the City of Tukwila, Washington State Office of Archeology, and the Muckleshoot Indian Tribe. The City did send a Notice of Application to the Muckleshoot and Duwamish Indian Tribes. The City has invited a representative from the Muckleshoot Tribe to be present during excavation activities. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 The City hopes that these measures address the concerns raised by the Office of Archaeology and Historic Preservation. If you have any questions, please feel free to call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. Bob Giberson, Acting City Engineer Nora Gierloff, Planning Supervisor Mike Cusick, Project Engineer File City of Tukwila Steven M. Mullet, Mayor June 15, 2004 Department of Community Development Steve Lancaster, Director Ms. Laura Murphy, Tribal Archaeologist Muckleshoot Cultural Resources Program 39015 172 "d Avenue SE Auburn, WA 98092 -9763 Dear Ms. Murphy: Thank you for providing comments through SEPA and the Shoreline Management Act in regards to the City's sewer and infrastructure improvements within the Foster Point Neighborhood. The City's Comprehensive Plan sets goals and policies for historical and cultural preservation for areas located along the Duwamish/Green River. As part of this project, the City's Public Works - Department has in place measures to ensure the preservation of any items that might be unearthed during excavation activities. The lift station that will be installed in the Foster Point Neighborhood will require the excavation of soils to a depth of approximately 20 feet. As it is likely that this excavation will reach native soils, the City will have an archeologist on site during the excavation of the lift station. The City planned to contract with an independent archeologist, if the Muckleshoot Tribe wishes to provide an expert during the excavation in place of the contract archeologist, the City would welcome the tribe's expertise in this matter. As with any project in the City, if during construction any landmarks or evidence of historical, archaeological, scientific, or cultural importance are found on the site, work will stop immediately and the contractor will notify the City of Tukwila, Washington State Office of Archeology, and the Muckleshoot Indian Tribe. The City hopes that these measures address the concerns raised by the Muckleshoot Tribe. If you have any questions, please feel free to call (206) 431 -3684 or send an email to bmiles cr ci.tukwila.wa.us. Sincerely, Brandon J. iles Assistant Planner cc. Bob Giberson, A ing City Engineer Nora Gierloff, P anning Supervisor Mike Cusick roject Engineer File (E04 -002, L4 -010; L04 -023) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CII'1'OF ru L4 JUN 1 5 2004 City of Tukwila;Dept.of Community Development and Brandon Miles, planner in chargePERMircamel June -14 -2004 Dear Sirs; Regarding the "Notice of Application "dated 5- 13- 04,which was sent to many neighbors of the Foster Point area concerning the proposed sanitary sewer and related upgrades to the Foster Point neighborhood, the people named below wish to ask the following questions and to be named as "Parties of Record" and therefore be notified as to any decision made regarding this project.When responding to each question please send your written response to each party named below as these questions are being asked by the group of people named below,each with their own address.Please attach a copy of this letter with your response to each party. Question # 1. If there is a garage on a persons property, or a new garage is built, can the garage be connected to the sewer line under one connection fee? #2. Please justify the outrageaouscost of the $500.00 permit fee ,it is way out of line as the first 3 phases of this project were at a cost of $80.00 per land owner! #3. Do I have to agree and sign papers with the City regarding this project,and agree in writing to allow a lien against me? When is the next Public meeting? #4. What measures are being taken to help seniors or disabled people or those that simply can not afford the connection fees or the contractors fees. If a persons current septic system is not adequate and that person can not afford to pay the fees...then what can he can do? #5. After the project is complete can a person build a new house or add on a bedroom/bathroom if the King County Health Dept. says the current septic system is adequate or that a septic design is acceptable? #6. What critieria was used to establish the connection fee and the permit fee? #7. Do all monies paid for the permits go to the Sewer Fund and stay in the Sewer Fund for future sewer maintence fees, or,who gets the permit fee? Where does that money go and for what purpose? #8. Why is the City charging additional interest to it's citizens' when the citizens pay the City empoyee's to do the work nesscesary to obtain the fund's for this project? Where does the extra money go ,that extra 2% of the loan amount of approx. $6,000,000.00, go and for what purpose? Who,within what dept., makes the decision to charge us property owners additional interest? #9. How much time will a property owner have to hook up to the main line before late fee's are added ?Will there be any exceptions made to this time limit? • 9b.Who decides what the best route is to hook up to the house from the street? Will Tukwila provide a professional to do this for the home -owner free of charge? 9c.Can two properties(homes)share the same side sewer if one or the other has an access problem? 9d. 1 have two houses on a 50 foot wide lot. Each has their own I.D. #. Will I only pay one hook up fee? 9e.If a person needs legal advice regarding liens,etc.because of this project, will the City provide such? #10 Will any house on Foster point be required to install any special pumps .etc. in order to feed the sewage to the main line? #11. Since the property owners' are paying the bill why can't we have side walks too? • #41. What size property do I need to have to build a house on now that sewer's will be in? #42. When will construction begin and end? #43. Will the City sign a hold - harmless agreement with me in case a worker happens onto my land? #44. Do I have to sign papers acknowledging a lien if a lien is recorded or will I be advised of any such lien? #45. If I hook -up and my property becomes vacant do 1 still have to pay a monthly sewer bill? #46. If ownership changes and I still have a good septic system ,according to KC Health dept., do 1 still have to hook up to the sewer to give a clear title to the buyer? If so,under what ordinance or law? We will share your response with our neighbors. Please respond by letter to each of us listed below,signature's upon request. ^ Thank you ^ Bill and Wendy Toon 13360 -56th Ave. So. Tukwila Wa. 98178 Phil Sheridan 13013 57th Ave. So. Tukwila,Wa. 98178 Mary Ellen Whitehead 13335 56th Ave. So. Tukwila Wa. 98178 Dennis Neff " / 3 0 3 (9 b fi S �(e . Sa. 1t.J,1 a_ i.J of-- c 8 1.7e Brian Miller 13354 56th Ave. So. Tukwila, Wa. 98178 • MUCKLESHOOT CULTURAL RESOURCES PROGRAM 39015 172nd Avenue S.E. • Auburn, Washington 98092 -9763 Phone: (253) 939 -3311 • FAX: (253) 876 -3312 June 10, 2004 Brandon Miles Planner City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 RE: Foster Point Neighborhood Dear Mr. Miles, On behalf of the Cultural Resources Committee, I have reviewed the information sent on 05/13/04 regarding the Foster Point Neighborhood Project ( E04 -002; L04 -010; L04 -023) and have the following comments. The Interurban S & S 130th Pl. property is an area the Tribe has flagged as high potential for archaeological discovery. There are recorded archaeological sites and ethnographic places within one mile of the project area, and substantial documented ethnographic, use of the area.. Information regarding previous surveys and recorded archaeological sites is available from the Office of Archaeology and Historic Preservation, in Olympia. "Due to the project's ground disturbing activities and the potential for archaeological discovery, the Cultural Committee is requesting: 1. An archaeological field study of the project APE by a professional archaeologist. 2. To review the archaeological survey's scope of work 3. The option of sending a tribal monitor during the field survey 4. To review the draft survey for completeness and accuracy The Cultural Resources Program does not represent the Wildlife Program and the Fisheries Program which are separate departments under the Muckleshoot Indian Tribe. Please contact these departments separately for their input on this project. We appreciate the effort to coordinate with the Muckleshoot Tribe prior to site preparation. The destructive nature of construction excavation can often destroy a site and cause delays and unnecessary expense for the contractor. If you have any questions, please contact me at253- 876 -3272. Thank.you for keeping, the Tribe informed. CC: Donna Hogerhuis, Cultural Specialist Melissa Calvert, Wildlife & Culture Director Stephenie Kramer, Assistant State Archaeologist, OAHP June 7, 2004 STATE OF WASHINGTON Office of Archaeology and Historic Preservation 1063 S. Capitol Way, Suite 106 • Olympia, Washington 98501 (Mailing Address) PO Box 48343 • Olympia, Washington 98504 -8343 lie t% 586 -3065 Fax Number (360) 586 -3067 JO VFO a °4,4tb 9 eggs MF T Mr. Brandon Miles Planner City of Tukwila 6300 Southcenter Boulevard, Ste. 100 Tukwila, WA 98188 In future correspondence please refer to: Log: 060704 -07 -KI Re: E04 -002; L04 -010, L04 -023 Sewer Lift Station/waterlines /laterals 13361 56th Ave. Dear Mr. Miles: We have reviewed the materials forwarded to our office for the proposed project referenced above. The area has very high potential for both historic and pre- contact archaeological resources. There is a recorded archaeological site across the river, 45KI516, historic buildings, and several ethnographic places names associated with the area. We recommend you conduct a professional archaeological survey of those areas proposed for any excavation associated with the proposed project. We also recommend consultation with the concerned tribes cultural committees and staff regarding cultural resource issues. If federal funds or permits are involved Section 106 of the National Historic Preservation Act, as amended, and its implementing regulations, 36CFR800, must be followed. We would appreciate receiving any correspondence or comments from concerned tribes or other parties concerning cultural resource issues that you receive as you consult under the requirements of 36CFR800.4(a)(4). These comments are based on the information available at the time of this review and on behalf of the State Historic Preservation Officer. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment on this project and we look forward to receiving the survey report! Sin9erely, Stephenie Kramer Assistant State Archaeologist (360) 586 -3083 StephenieK(cted.wa. gov cc: Donna Hogerhuis Cecile Hansen Richard Brooks ADMINISTERED BY DEPARTMENT OF COMMUNITY, TRADE & ECONOMIC DEVELOPMENT Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION i, \ hiq 2IEREBY DECLARE THAT: 1 u Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting. Mitigated Determination of Non - Significance \ Board of Adjustment Agenda Pkt Project Name: L-r/_ L P-tiJ ; "c.� ,,. ��� Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Gv Notice of Action --0 Planning Commission Agenda Pkt \ Official Notice Mailer's Signature: /,l //M,:"172- L� Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this /c3''day of j in the year 20 P:GINAWYNETTA/FORMS /AFFIDAVIT-MAIL 08/29/003:31 PM \ Project Name: L-r/_ L P-tiJ ; "c.� ,,. ��� Gv Project Number: �() —l� / f --- p /6 9 --0 �3 \ Mailer's Signature: /,l //M,:"172- L� / � h-ti:tec Person requesting mailing: / 1�% a'17 e \ P:GINAWYNETTA/FORMS /AFFIDAVIT-MAIL 08/29/003:31 PM CHECI T: ENVIRONMENTAL REVIEW /SHORELINE PESMAILINGS FEDERAL AGENCIES U.S. ARMY CORPS OF ENGINEERS FEDERAL OF HIGHWAY ADMINISTRATION j-y( DEPT FISH & WILDLIFE WASHINGTON STATE AGENCIES OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. )(DEPT OF FISHERIES & WILDLIFE U.S. ENVIRONMENTAL PROTECTION AGENCY U.S. DEPT OF H.U.D. NATIONAL MARINE FISHERIES SERVICE DEPT OF SOCIAL & HEALTH SERV. • _ •T OF ECOLr"., 4 DEPT OF ECOL, • ICE OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES ( ) BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION 34K.C. DEPT OF PARKS & REC K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () FIRE ( ) FINANCE () BUILDING ( ) MAYOR ( ) PUBLIC WORKS () POLICE ( ) PLANNING ( ) PARKS & REC. ( ) CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES j) HEALTH DEPT ) PORT OF SEATTLE K.C. DEV & ENVIR SERVICES-SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES () FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ()HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT 1,reRENTON PLANNING DEPT. () CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED ,PLNG PROJ. OTHER LOCAL AGENCIES () PUGET SOUND REGIONAL COUNCIL SW K C CHAMBER OF COMMERC INDIAN TRIBE CULTURAL RESOURCES PROGRAM FISHERIES PROGRAM WILDLIFE PROGRAM MEDIA ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMINISTRATIV E\FORMS \CHKLIST.DOC ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED May 13, 2004 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: AGENT: LOCATION: City of Tukwila Public Works Michael Cusick, City of Tukwila Public Works Department Foster Point Neighborhood, between and including Interurban Avenue South and South 130th Place. Work will primarily occur in the rights of way of 56th and 57th Avenue South, South 133`d Street and Pamela Drive. The project is located in the northwest quarter of Section 14, Township 23 North, Range 4 East and the southwest quarter of section 11, Township 23 North, Range 4 East, WM, in King County. OWNER OF THE PROPERTY: The project is primarily within the City of Tukwila's right of way a sewer. A sewer lift station will be constructed on private property at 13361 56th Avenue South. FILE NUMBERS: E04 -002, L04 -010, L04 -023 PROPOSAL: Requests a Shoreline Permit and SEPA Determination for the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with and emergency generator and an ancillary building, and upgrade to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133`d Street right of way an existing stormwater line is proposed for replacement. The stormwater outfall line will be replaced with the same size, slope and alignment of the existing line. Riprap will be salvaged during construction of the outfall and will be replaced with additional 16- inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the underside of the sidewalks portion of the existing 56th Avenue South Bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56th Avenue South, 57th Avenue South, South 133rd Street, 130th Place, 50th Place South, Interurban Avenue South, and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and the repaving all existing public streets within the subject area. The Pubic Works Department has also submitted for an Unclassified Use Permit for the construction and operation of a sewer lift station at 13361 56th Avenue South. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 OTHER INFORMATION: • • The applicant has submitted the following information for review by the City of Tukwila Department of Community Development: Geotechnical Report, prepared by GEO Engineers, Inc OTHER REQUIRED PERMITS: Flood Control Zone Permit, City of Tukwila Public Works Right of Way Permit, City of Tukwila Public Works Hydraulic Project Approval, Washington State Department of Natural Resources Aquatic Resources Use Authorization Notification /Determination of Leasing, Washington State Department of Natural Resources NPDES, Washington State Department of Ecology These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding the Shoreline Permit, SEPA Determination, and Unclassified Use Permit in writing to the Department of Community Development by 5:00 p.m. June 13, 2003. If you have questions about this proposal contact Brandon J. Miles, Planner -in- charge of this file at (206) 431 -3670 or bmiles @ci.tukwila.wa.us. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. The Unclassified Use Permit will require a public hearing before the City Council. You will receive a separate notice informing you of the time and place of the public hearing. APPEALS You may request a copy of any decision by the City on a project or obtain information on your appeal rights by contacting the Department of Community Development at (206)- 431 -3670. A Shoreline Permit can only be appealed to the State Shoreline Hearings Board. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: March 2, 2004 May 7, 2004 May 13, 2004 • Description of Outfall Replacement The stormwater outfall extending from 133`d Avenue South is proposed for replacement. The replacement will match the existing alignment, slope and size of pipe. The work will require a trench six feet deep and three feet wide from the existing storm drain manhole 1436, as shown on Figure C1.04 of the accompanying plan set, to the existing outfall location. 113 cubic yards of material will be removed and replaced. Standard erosion control measures will be followed, including silt fencing, hydroseeding and minimizing the time of construction to limit the exposure of soil along the river. Existing rock armor on the bank will be removed prior to construction and replaced along with additional material as necessary to achieve the existing elevation. TUKWILA COMMUNITY MEMBER 13705 56TH AVE'S A108 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY:MEMBER 13705 56TH AVE 3 A200 ' TUKWILA WA 98168 -4734 • TUKWILA'COMMUNITY MEMBER '13705 56TH AVE 8 A203 • - TUKWILA WA 98168 -4734 TUKWILA COMMUNITY °MEMBER: -13705 56TH'AVE'8 A206 TUKWILA WA 98168- 4735': ' TUKWILA COMMUNITY:MEMBER 13705 56TH AVE 3 A209 TURWILA'WA 98168 -4735 •TUKWILA'COMMUNITY'MEMBER .13705 56TH:AVE.S:A3O0 TUKWILA WA'.98168- 4736'• TUKWILA.COMMUNITY-MEMBER 13705 .56TH.AVE 3 A303 TUKWILA WA -98168 -4736 ''TUKWILA COMMUNITY ..MEMBER .1370556TH AVE.S A306 ' TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S.A109 TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705.56TH AVE S A201 TUKWILA WA•18168 -4734 TUKWILA COMMUNITY MEMBER' 13705. 56TH AVE 8 A204' TUKWILA WA 98168 -4735 TUKWILA.'COMMUNITY MEMBER, . 13705 56TH AVE S A207 TUKWILA 'WA.98168- 4735 TUKWILA COMMUNITY - MEMBER. 13705 56TH AVE.S A210 TUKWILA WA`98168 -4735 • TUKWILA COMMUNITY MEMBER 13705-56TH AVE 3 A301 ' TUKWILA'WA'98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A304' • TUKWILA WA'98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A307 TUKWILA WA 98168 -4736 TUKWILA COMMUNITY MEMBER 13705 56TH AVE.S A110' TUKWILA WA 98168 -4734 TUKWILA COMMUNITY MEMBER 13705 56TH AVE.S A202 . TUKWILA WA 98168 -4734 TUKWILA COMMUNITY 'MEMBER 13705. 56TH AVE 8 A205 TUKWILA WA 98168 -4735 TUKWILA COMMUNITY MEMBER. 13705 56TH AVE'S ,A208. TUKWILA'WA 98168 -4735 . TUKWILA COMMUNITY MEMBER 13705 56TH AVE'S A211 ' TUKWILA WA 98168 - 4735. TUKWILA COMMUNITY'MEMBER' 13705 56TH'AVE•S A302' TUKWILA WA 98168- 4736' -TUKWILA' COMMUNITY MEMBER 13705 56TH AVE S' A305 TUKWILA WA'98168 -4736 • TUKWILA COMMUNITY.•MEMBER 13705 56TH AVE S A308- A TUKWILA WA 98168 -4732. TUKWILA COMMUNITY MEMBER 13325 56TH AVE 3 TUKWILA WA 98178 -4632 -TUKWILA COMMUNITY MEMBER 13331 56TH AVE 3 TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER '13340 56TH AVE 3' TUKWILA WA 98178- 4631 : TUKWILA COMMUNITY MEMBER :13344 56TH AVE 3 TUKWILA WA 98178 -4631 .TUKWILA'COMMUNITY 'MEMBER 13351 56TH AVE 3 TUKWILA WA 98178 -4632 . TUKWILA COMMUNITY MEMBER 13361 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A102 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13705'56TH AVE S A105 TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13327 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13335 56TH AVE 3 TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER' 13341 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER - 13347 56TH AVE S >• TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13354 56TH'AVE•S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A100 TUKWILA WA•98168 -4733 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A103 TUKWILA WA 98168 -4733, TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A106 • TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13328 56TH AVE 3 TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13336 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA' COMMUNITY MEMBER 13343 56TH'AVE.S' TUKWILA WA'98178 -4632 TUKWILA COMMUNITY.MEMBER 13350 56TH:AVE 3 TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER. 13360 56TH AVE S. TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 3 A101.. TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER.. 13705 56TH AVE S A104' TUKWILA WA 98168 -4733 • TUKWILA COMMUNITY MEMBER 13705 56TH AVE 3 A107• TUKWILA WA 98168 -4733 TUKWILA COMMUNITY MEMBER 13003 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13012 56TH AVE 3 TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13022 56TH AVE S . TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13031 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13042 56TH AVE S TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13057 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNI -TY M EMBER 13304 56TH AVE S TUKWILA WA 98178 -4631 TUKWILA COMMUNITY MEMBER 13315 56TH AVE 3 . TUKWILA WA 98178 -4632 6-10 -G 1. -P-0`. ar) 0 TUKWILA COMMUNITY MEMBER 13004 56TH AVE S TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13013 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13009 56TH AVE S . TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13021 56TH AVE 8 TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13027 56TH AVE 3 TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13036 56TH AVE 3 TUKWILA WA 98178 -4627 TUKWILA COMMUNITY MEMBER 13049 56TH AVE S TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER 13301 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13309 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13319 56TH AVE S TUKWILA WA 98178 -4632 TUKWILA COMMUNITY MEMBER 13030 56TH AVE S TUKWILA WA 98178 - 4627. TUKWILA COMMUNITY MEMBER 13039 56TH AVE 3' TUKWILA WA 98178 -4628 TUKWILA COMMUNITY MEMBER' 13055 56TH AVE S' TUKWILA WA 98178 -4628 TUKWILA 'COMMUNITY MEMBER. 13302 56TH AVE.S • TUKWILA 98178 -4631 TUKWILA COMMUNITY MEMBER 13312 56TH•AVE S TUKWILA WA 98178 - 4631: TUKWILA COMMUNITY MEMBER 13324 56TH AVE S TUKWILA WA'98178 -4631 j 'FL;r k' 64 c 30C� Las c_ls.s acgrE's TUKWILA COMMUNITY MEMBER 13036 57TH AVE S . TUKWILA WA 98178 -4633 TUKWILA COMMUNITY MEMBER 13045 57TH AVE S TUKWILA WA 98178 -4634 Peterson's '76. #1 ATTN: MANAGER • 13310 INTERURBAN AVE' TUKWILA WA 98168 -3328 TUKWILA COMMUNITY. MEMBER :5701 PAMELA DR S TUKWILA WA 98178-4640 'TUKWILA COMMUNITY MEMBER—. 5730 PAMELA DR S TUKWILA WA '9817r-4633 TUKWILA COMMUNITY MEMBER • 5612 8 .133RD ST .TUKWILA WA 98178 -4637 TUKWILA:COMMUNITY-MEMBER 13039 57TH AVE S TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER . 13048 57TH AVE'S TUKWILA WA 98178 -4633 Fine Grind Too ATTN: MANAGER INTERURBAN AVE TUKWILA WA 98168 -3328 TUKWILA :COMMUNITY MEMBER 5702 PAMELA DR S TUKWILA WA-98178-4639: Baker Commodities' ATTN: MANAGER 5795 S 130TH PL TUKWILA WA 98178 -4636 TUKWILA COMMUNITY MEMBER 5630 S 133RD ST' TUKWILA WA 98178=4637 • TUKWILA COMMUNITY MEMBER 13044 57TH.AVE S' TUKWILA WA '981784633. Shell 102 ATTN: MANAGER 13138 INTERURBAN AVE TUKWILA WA 98168 -3324 Petrocard Systems, Inc.. ATTN: MANAGER 13435 INTERURBAN AVE TUKWILA WA 98188 -3329 TUKWILA COMMUNITY MEMBER . 5703 PAMELA.DR.S"' ' TUKWILA WA 98178 = 4640.'. TUKWILA COMMUNITY MEMBER- 5610 S 133RD ST TUKWILA WA 98178 - 4637.• TUKWILA COMMUNITY. MEMBER. 5710 S 133RD: ST ' TUKWILA WA'98178-4859 • TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 201 • TUKWILA WA 98168 =4789 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 204 .- TUKWILA WA 98168 -4794 TUICWILA COMMUNITY MEMBER 13790 56TH AVE S 303 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 102 TUKWILA WA 98168 -4778 TUKWILA COMMUNITY .MEMBER 13820 56TH AVE S 201 TUKWILA WA 98168 -4778 _TUKWILA COMMUNITY MEMBER .13820 56TH AVE S 204' TUKWILA WA 98168 -4779 TUKWILA COMMUNI-TY MEMBER. ' 13820 56TH AVE S 363 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13008 57TH AVE S TUKWILA WA 98178 -4633 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 202 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER" 13790 .56TH AVE 8.301 - TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER. 13790 56TH AVE 5.304' TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 103 TUKWILA'WA.98168 -4778 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 202 TUKWILA WA 98168 -4778 TUKWILA - COMMUNITY MEMBER. 13820 56TH AVE S 301 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 304 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER 13013 57TH AVE 3 TUKWILA WA 98178 - 4634' TUKWILA COMMUNITY.MEMBER 13790 56TH AVE S 203 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 302 TUKWILA WA 98168 -4794 TUKWILA COMMUNITY MEMBER 13820 56TH AVE S 101 TUKWILA WA 98168 -4778 TUKWILA COMMUNITY MEMBER. 13820 56TH AVE S 104 TUKWILA WA 98168 - 4778'' TUKWILA COMMUNITYMEMBER= 13820 56TH AVE S 203 TUKWILA WA 98168 -4779 TUKWILA COMMUNITY MEMBER:: 13820 56TH AVE S 302 TUKWILA WA 981684779 TUKWILA COMMUNITY MEMBER 13007 57TH AVE S' • TUKWILA WA 98178 -4634 TUKWILA COMMUNITY MEMBER" 13035 57TH AVE S'.: TUKWILA WA 98178-4634 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C304 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C307 • ' TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C310 TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER' 13765 56TH AVEeS'C401, TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 56TH__AVE S C404 • TUKWILA WA 98168 -4754 '. TUKWILA COMMUNITY MEMBER 13765 56TH AVE S'C407 TUKWILA WA 98168 -4754 . TUKWILA COMMUNITY MEMBER 13765 56TH AVE —S C410 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH 'AVE 3 102 TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13765 56TH AVE $ C305 . TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765.56TH AVE S C308 TUKWILA WA'98168 -4753 TUKWILA COMMUNITY MEMBER 1376556TH AVE S C311. TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER, 13765 56TH.AVE S C402 TUKWILA WA-98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S.C405 TUKWILA:WA 98168 -4754 •TUKWILA'COMMUNITY MEMBER 13765 •56TH AVE'S C408'. TUKWILA' WA 98168•-4754 • TUKWILA COMMUNITY MEMBER 13765 56TH AVE S'C411' TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S 103' TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13765 56TH.AVE S C306 TUKWILA WA.98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE .3 C309 TUKWILA WA 98168 -4753 • TUKWILA COMMUNITY MEMBER' 13765 56TH AVE'S C400 ' TUKWILA WA 98168 - 4753 '. TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C403, TUKWILA WA 98168 -4753 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C406 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER • 13765 56TH AVE 3'C409 TUKWILA WA 98168 -4754 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S •101 . TUKWILA WA 98168 -4789 TUKWILA COMMUNITY MEMBER 13790 56TH AVE S.104: TUKWILA WA 98168 - 4789 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C102 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVES'C105 TUKWILA WA 98168 -4750 TUKWILA. CODNITY .MEMBER 13765 56TH AVE S C108 TUKWILA WA 98168 -4751 .. • TUKWILA COMMUNITY: MEMBER 13765 56TH AVE.S C200 • •, TUKWILA WA 98168 -4751 • TUKWILA.COMMUNITY MEMBER 13765 56TH AVE S C204 TUKWILA WA 98168 -4757. • • TUKWILA COMMUNITY. MEMBER 137.65 56TH AVE 8'C207. •TUKWILA`WA 98168 -4757 • TUKWILA COMMUNITY '.MEMBER 13765 56TH AVE S C210 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C301• TUKWILA WA 98168 -4752 TUKWILA-COMMUNITY MEMBER 13765 56TH AVE S C103 TUKWILA WA 98168 - 4,750 TUKWILA COMMUNITY - MEMBER 13765 56TH AVE S C106 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13765 56TH AVE.S C109 . TUKWILA WA 98168 -4751 TUKWILA -COMMUNITY'MEMBER 13765 56TH AVE S C201 TUKWILA. WA 98168 -4751 TUKWILA COMMUNITY MEMBER 13765 56TH AVE'S C205 • TUKWILA WA 98168 -4757 TUKWILA•COMMUNITY•MEMBER .: 13765 56TH •AVES'C208 ' TUKWILA WA 98168 - 4757"' TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C211 TUKWILA WA 98168 -4757 TUKWILA COMMUNITY MEMBER 13765.56TH AVE S C302 TUKWILA WA 98168 -4752 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C104..- TUKWILA WA:98168 -4750 • TUKWILA.COMMUNITY MEMBER 13765 56TH AVE 8 C107 TUKWILA WA 98168 - 4750. :• TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C110 TUKWILA WA 98168 -4751 TUKWILA COMMUNITY MEMBER. 13765 56TH AVE S C203 TUKWILA.WA'98168 -47511 TUKWILA.COMMUNITY.MEMBER 13765 56TH AVE 8 C206 TUKWILA WA 98168 -4757 ' TUKWILA COMMUNITY MEMBER. 13765 56TH AVE S.C209 TUKWILA WA '98168-4757. TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C300 TUKWILA WA 98168 =4752 TUKWILA COMMUNITY 'MEMBER . 13765 56TH AVE S C303. TUKWILA WA•98168 -4752 • TUKWILA COMMUNITY MEMBER . "1374556TH AVE S B402 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE.S B405. -TUKWILA WA 98168 -4749 . TUKWILA COMMUNITY: MEMBER 13745 56TH AVE S B408 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13745 56TH AVE'S B411 ':TUKWILA WA-98168-4749 TUKWILA.COMMUNITY MEMBER 13760 56TH AVE 3 103 TUKWILA WA 98168 -4787 TUKWILA.COMMUNITY.MEMBER 13760 56TH AVE S 202 %TUKWILA WA 98168 -4787 " TUKWILA COMMUNITY,MEMBER 13760 56TH AVE 0 301 TUKWILA WA.98168 -4788 TUKWILA COMMUNITY.MEMBER 13760. 56TH AVE S 304' . TUKWILA WA 98168 -4788 . TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B403 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B406 TUKWILA WA 98168 -4749. TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B409 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13760'56TH.AVE 0'101 . TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 104 TUKWILA WA 98168 -4787 TUKWILA COMMUNITY MEMBER. 13760 56TH AVE 3 203 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13760 56TH "AVE S 302 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER 13765 56TH AVE S C100 . TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B404' TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13745 56TH'AVE 8 B407: TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER - 13745 56TH AVE S.B410 TUKWILA WA 98168 -4749 TUKWILA COMMUNITY MEMBER 13760 56TH AVE• 0 102 TUKWILA.WA 98168- 4787 TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 201 TUKWILA WA 98168 - 4787'" TUKWILA COMMUNITY MEMBER 13760 56TH AVE S 204 TUKWILA WA' 98168 -4788' TVRWILA.COMMUNITY MEMBER 13760 56TH AVE S 303 TUKWILA WA 98168 -4788 TUKWILA COMMUNITY MEMBER-. 13765 56TH AVE S C101 TUKWILA WA 98168 -4750 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B202 . TUKWILA-WA 98168 -4745 TUKWILA_ COMMUNITY MEMBER . ' 13745 56TH AVE 3 8205 . TUKWILA WA 98168 -4746 TUKWILA COMMUNITY. MEMBER 13745.56TH AVE S:.B208. • • TUKWILA WA 98168 -4746 ''.TUKWILA COMMUNITY .MEMBER 13745 56TH AVE S.B211 TUKWILA WA .98168 -474 6 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 3 B302 • TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER. 13745 56TH AVE;S•B305 . TUKWILA WA 98168 -4747 TUKWILA.COMMUNITY MEMBER 13745 56TH.AVE S 8308 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY•MEMBER. . 13745 56TH AVE S B311 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 1374556TH.AVE S -B203 •TUKWILA "WA'98168 -4745 • • =lama .COMMUNITY MEMBER 13745 56TH•AVE 3 B206 TUKWILA EA 98168 -4746 TUKWILA COMMUNITY MEMBER. 13745`.56TH AVE S 8209 TUKWILA .WA •98168 -4746 TUKWILA COMMUNITY MEMBER' 13745-56TH AVE S 8300 TUKWILA:WA 98168 -4747 TUKWILA :COMMUNITY MEMBER•. 13745 56TH AVE 3 8303 TUKWILA .WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745:5.6TH AVE S.B306. TUKWILA WA 98168 -4747 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 3 B309.. TUKWILA WA-98168-4748 TUKWILA COMMUNITY. MEMBER 13745 56TH AVE 3 8400 TUKWILA WA 98168 - 4748. . TUKWILA COMMUNITY MEMBER 13745 56TH AVE 3 B204. TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8207 TUKWILA WA 98168 -4746 TUKWILA COMMUNITY MEMBER' 13745 56TH AVE 3 B210 TUKWILA WA 98148- 4746 TUKWILA•COMMUNITY MEMBER. 13745 56TH AVE 3.8301•. •. TUKWILA WA 98168 -4747 TUKWILA. COMMUNITY MEMBER-' • 13745 56TH AVE S B304.. TUKWILA WA 98168- 4747:: TUKWILA COMMUNITY MEMBER. 13745 56TH AVE S B307' TUKWILA WA 98168 = 4747 ' TUKWILA.COMMUNITY MEMBER 13745 56TH AVE 3 8310 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER-. 13745 56TH AVE'S B401 TUKWILA WA 98168 -4748 TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 102 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 1373 0 56TH AVE 3 201 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER 13730 56TH AVE 0.204 TUKWILA WA 98168 -4786 • TUKWILA.COMMUNITY.MEMBER • 13730 56TH AVE 3 303 . TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S B101 T.UKWILA WA 98168 -4744 :' TUKWILA COMMUNITY MEMBER 13745•56TH.AVE 8 8104 TUKWILA WA.98168 -4744 TUKWILA COMMUNITY MEMBER • 13745 56TH AVE S 81.07. • TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8110 • TUKWILA WA .98168 -4745 • TUKWILA COMMUNITY MEMBER 13730 56TH AVE 3 103 TUKWILA WA 98168 -4785 . TUKWILA COMMUNITY MEMBER 13730 56TH AVE S 202 TUKWILA WA 98168 -4785 ' TUKWILA COMMUNITY MEMBER' 13730 56TH AVE 3 301 TUKWILA WA 98168 -4786 TUKWILA.COMMUNITY.MEMBER 13730. 56TH AVE 3'•304" TUKWILA'WA 9 -8168 -.4786 • TUKWILA* COMMUNITY :MEMBER' 13745 56TH AVE 8 B102 TUKWILA.WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH.AVE 3 B105 TUKWILA: WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8108 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER - 13745 56TH AVE 8 B200 TUKWILA WA 98168 -4745. TUKWILA COMMUNITY MEMBER. 13730 56TH AVE S 104 TUKWILA WA 98168 -4785 TUKWILA COMMUNITY MEMBER' 13730 56TH AVE S 203 TUKWILA WA 98168 -4786' TUKWILA COMMUNITY MEMBER' 13730 56TH AVE 9 302 TUKWILA WA 98168 -4786 TUKWILA COMMUNITY MEMBER. 1374556TH AVE 8.8100.' .. TUKWILA WA 98168 -4744 TUKWILA COMMUNITY MEMBER 13745 56TH AVE 3 B103 . TUKWILA WA'98168 -4744 TUKWILA COMMUNITY MEMBER':- 13745 56TH AVE S B106. TUKWILA WA'98168 -4744 TUKWILA COMMUNITY MEMBER •' 13745 56TH AVE 3.8109 TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13745 56TH AVE S 8201` TUKWILA WA 98168 -4745 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D301 TUKWILA WA 98168 -4741 -TUKWILA COMMUNITY MEMBER 13725 56TH AVE 3 D304 .. TUKWILA SPA 98168 -4741 TUKWILA COMMUNITY MEMBER .13725 56TH AVE 3 D307 TUKWILA WA 98168 -4741 • TUKWILA COMMUNITY. MEMBER 13725 56TH AVE .S D310 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY. MEMBER • 13725 56TH AVE 3 D401 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY. MEMBER 13725 56TH•AVE 3 D404 TUKWILA WA 98168. -4743 • TUKWILA COMMUNITY'MEMBER 13725 56TH AVE'S D407 TUKWILA WA 98168 =4743 • TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D410- TUKWILA WA -98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D302 TUKWILA WA 98168 -4741 TUKCWILA COMMUNITY MEMBER 13725 56TH AVE 3 D305 • TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725.56TH AVE 3 D308 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13725.56TH:AV&`3-D311. TUKWILA:WA 98168 -4742 TUKWILA COMMUNITY MEMBER ' 13725 56TH AVE S D402 . TUKWILA WA 98168 -4742 TUKWILA' COMMUNITY .MEMBER 13725 56TH1AVE.S D405 • TUKWILA WA_98168-.4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D408 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE -S D411 . TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 3 D303 TUKWILA WA 98168 -4741 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8.D306, TUKWILA WA 98168- 4741 TUKWILA COMMUNITY MEMBER: 13725 56TH AVE S D309 TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER . • 13725 56TH AVE 3.D400 TUKWILA WA 98168 -4742 • TUKWILA' COMMUNITY MEMBER'- 13725 56TH AVE 3 D403 TUKWILA WA .98168 - 4742.' TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D406 TUKWILA WA.98168 -4743 • TURWILA-COMMUNITY MEMBER'. ' 13725 56TH AVE S D409 TUKWILA WA 98168 -4743 TUKWILA COMMUNITY MEMBER. 13730 56TH AVE 8:'101-. TUKWILA WA 981684785-: TUKWILA COMMUNITY MEMBER 13725 56TH AVE .S D100 : TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER '1372556TH AVE 8 D103 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D101 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D104 TUKWILA WA 98168 -4739 'TUKWILA COMMUNITY MEMBER • .13725' 56TH AVE S D106 TUKWILA WA 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D109 TUKWILA WA 98168 -4738 • ' TUKWILA COMMUNITY MEMBER ' 13725 56TH AVE S D201 TUKWILA WA 98168 -4738 TUKWILA .COMMUNITY MEMBER • 13725 56TH.AVE 8 D204 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY' MEMBER 13725 56TH AVE S.D107. TUKWILA WA 98168 -4739 TUKWILACOMMUNITY MEMBER 13725 56TH'AVE 8.D110 . TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D202 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER 13725..56TH AVE 8 D205 TUKWILA WA 98168 -4740. TUKWILA COMMUNITY MEMBER 13725 56TH.AVE 8 D207 TUKWILA WA :98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D208. TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER., 13725 56TH AVE S D102 . TUKWILA WA.98168- 4739•. TUKWILA COMMUNITY MEMBER 13725 56TH'AVE S D105 TUKWILA WA. 98168 -4739 TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D108 TUKWILA WA 98168 -4738 TUKWILA COMMUNITY'MEMBER. 13725 56TH AVE .8 D200_:. • TUKWILA WA 98168- 4738` TUKWILA COMMUNITY MEMBER 13725 56TH AVE S D203_ TUKWILA WA 98168 -4738 TUKWILA COMMUNITY MEMBER' 13725 56TH AVE S D206 TUKWILA WA 98168. 4740'. TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D209 TUKWILA WA 98168 -4740 TUKWILA COMMUNITY MEMBER 13725 56TH AVE 8 D210 . TUKWILA WA 98168 -4740 TUKWILA.COMMUNITY MEMBER 13725 56TH AVE 8 D211 • TUKWILA WA 98168 -4740 ' TUKWILA COMMUNITY MEMBER 13725 56TH AVE .S D300 ' TUKWILA WA 98168 -4741 . TUKWILA COMMUNITY MEMBER 13705 56TH AVE-S A309 TUKWILA WA 98168 -4732 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8.A400 . TUKWILA WA 98168 -4742 - TUKWILA COMMUNITY MEMBER 1370.5'.56TH,AVE S A403 TUKWILA WA 98168 -4742 ; TUKWILA COMMUNITY.1EMBER' 13705 -56TH: AVE S A406 • . TUKWILA WA 98168 -4737 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A409 -. TUKWILA WA- 98168 -4737 Terrace Apartments ATTN: MANAGER 13705 56TH AVE S TUKWILA WA 98168 -4760 , TUKWILA COMMUNITY MEMBER 13710 56TH AVE .`S' 3L'.- TUKWILA WA 98168 -4767. • ' TUKWILA.COMMUNITY.MEMBER 13710 56TH AVE 8.6 .TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A310 TUKWILA WA 98168 -4732 • TUKWILA COMMUNITY MEMBER • 13705.. 56TH AVE.S A401 TUKWILA WA 98168 -4742 TUKWILA'COMMUNITY MEMBER 13705 56TH AVE S A404 TUKWILA• WA 98168 -4737 TUKWILA COMMUNITY MEMBER ., 13705. 56TH AVE S A407 TUKWILA WA.98168 -4737 ... TUKWILA COMMUNITY MEMBER 13705 56TH.AVE S A410 TUKWILA WA 98168 - 4737.. TUKWILA COMMUNITY MEMBER 13710 56TH 'AVE S 1 TUKWILA WA 98168 -4767 . TUKWILA COMMUNITY MEMBER 13710 56TH AVE S 4 TUKWILA WA 98168 -4767 TUKWILA COMMUNITY MEMBER 13712 56TH AVE S TUKWILA WA 98168 -4715 TUKWILA COMMUNITY MEMBER 13705 56TH AVE 8 A311' TUKWILA WA 98168 -4732 • TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A402' TUKWILA WA 98168 -4742 TUKWILA COMMUNITY MEMBER 13705 56TH AVE S'A405 TUKWILA'WA 98168 - 4737'' TUKWILA,COMMUNITY,MEMBER 13705 56TH'AVE:S A408• TUKWILA WA 98168-4737-- TUKWILA COMMUNITY MEMBER 13705 56TH AVE S A411 TUKWILA WA 98168 -4737 TUKWILA COMMUNITY.MEMBER' 13710 56TH AVE S'2 TUKWILA WA 98168 -4767 TURWILA.COMMUNITY MEMBER 13710 56TH AVE.S"5 TUKWILA WA 98168 =4767 TUKWILA COMMUNITY MEMBER 13720 56TH AVE S TUKWILA. WA 98168 -4715 17200- 0155-01 CASTILLO•JOSE 2121 S - BEARTOOTH WY. MERIDIAN IO 17200- 0165 -09 TOON WILLIAM 8 +WENOY L 4665 S 160TH ST TUKWILA WA 17200 - 0180-00 WHITHEAD MARY ELLEN 13335 56TH S SEATTLE WA 117200- 0190 -08 BOECHLER DWIGHT MERCADO ELDA 13340 56TH AVE S TUKWILA WA 217200- 0205 -01 THORNTON RALEIGH J 13328 56TH AVE S TUKWILA WA 217200 - 0215 -09 ALBRITTON JONETH C 13312 56TH AVE S SEATTLE WA 3N9999 83642 220699 98188 1N9800 98178 83S027 98178 903592 98178 7N3088 98178 217200 - 0.160 -04 WHEATON GERAL A JR +JANE 429999 13361.56TH AVE S 98178 WA 217200 - 0175 -07 MILLER KEITH 1_4-ROBERTSON SU259999 13354 56TH AV S 98178 TUKWILA WA 217200- 0185 -05 AKERS EDDIE C'3ARBARA PO BOX 1048 GRAHAM WA 217200 - 0195 -03 MILLER BRIA4N E 13336 56TH AVE S TUKWILA WA 217200 - 0210 -04 FINN SANDRA L 13324 56TH .AVE S SEATTLE WA 222216 93338 43C008 98173 714082 98178 * * * * * * * * * * * ** * * * * * * * * * * * ** ********** 4;************* * * * * * * * * * * * * * * * * * * * * * * * * * * *> 017900 - 2545 -03 MORRISON 410A .IDA 12562 50TH L S TUKWILA WA 017900 - 2560 -03 MATH.ISON LESTER W 12556 50TH. PL S TUKWILA WA 017900 - 2575 -06 DAVIDSON ALICE E 12546 50TH PL S SEATTLE WA 541841 98178 809999 98178 !� - • 213700- 0030 -0' CHRISTENSENWAROL 13013 57TH AVE S TUKWILA WA 829999 98168 213700 - 0040 -04 TONGUE ROY A +HARRIET M 710937 13347 56TH AVE S TUKWILA WA 98178 213700- 0050 -01 ENGLE SARAN K 5730 S PAMELA OR TUKWILA WA 213700 - 0050 -09 TONGUE ROY A +HARRIET M 13347 56TH AVE S TUKWILA WA 213700 - 0070 -07 TONGUE ROY A +HARRIET M 13347 56TH AVE S TUKWILA WA 217E00- 0005-03 BRATCHER CHARLES E 13003 56TH AVE S SEATTLE WA 020320 98176 710937 98178 710937 93178 642009 93178 217200- 0020 -04 JENSEN MARVIN L + DONNA L 15S009 14016 8TH AVE S BURIEN WA 93158 217200- 0025 -09 ARCHER BRYAN L 13013 56TH AVE S SEATTLE WA 217200 - 0030 -02 LAMBERT GLEN A P 0 BOX 89901 SEATTLE WA 217200- 0035 -07 LAMBERT GLEN A P 0 BOX 88901 SEATTLE WA 217200- 0040 -00 BRATCHER CHARLES E . 13003 56TH AVE S SEATTLE WA 399999 92173 179999 98138 179999 98138 949999 93178 2172Q0-005 JONES l[B I3039 56TH ��E S TUKWILA WA 899999 98178 2I72OO-OO6O-O5 - ANOERSON40SEPH 8URKE+MA8Y 799999 13049 56TH AVE S TUKWILA WA 98178 2I7200-0870-03 RAMELS BRADLEY G 13055 56TH AVE S TUKWILA WA 217200-0075-08 HARIG PAMELA 13057 56TH AVE S TUKWILA WA 217200-0080-01 8ENOFELT ERIC T 13301 56TH AVE S TUKWILA WA 217200-0095-04 ZELLER JILL M 13309 56TH AVE S TUKWILA WA 217200-0105-02 BOLGEN RICKEY FINN 13315 56TH AVE S TUKWILA WA .86/9999 98178 O63OOl 98178 149999 93178 919399 93173 37C010 98178 217200-0110-05 TINGLEY 8RYCE K+CHRISTINE M370400 PO BOX 398 AUBURN WA 317200-01I5-00 FLICK KEITH 13325 56TH AVE S TUKWILA WA 217200-0120-03 GRAVES J L 13327 56TH S SEATTLE WA 217200-0125-08 WHITEHEAD MARYELLEN 13335 .56TH S SEATTLE WA 98071 202400 93178 00Z006 98178 0777 98,168 � = = 217200 -0130- DAVIS AUDROWJ 13341 56TH AVE S SEATTLE WA 217200 - 0140 -09 COLLINGW0O0.KEITH GORDON PO BOX 84043 SEATTLE WA 217200 - 0145 -04 TONGUE ROY A +HARRIET M 13347 56TH AVE S TUKWILA WA 220223 98178 1N1507 93124 710937 98178 21720C- 0150 -06 PENOR CHARLIE P JR. +HELEN C 429999 6304 33R0 AV S SEATTLE WA 98116 217200 - 0155 -01 CASTILLO JOSE 2121 S 3EARTOOTH WY MERIDIAN ID 217200 - 01.50 -04 WHEATON GERALD A JR +JANE 13361 56TH AVE S TUKWILA WA 217200- 0155 -09 TOON WILLIAM B+WE;'DY L 4665 S 160TH ST TUKW.ILA WA 3N9999 33642 429999 93.178 220699 98188 217200- 0175 -07 MILLER KEITH L +ROBERTSON SU259999 13354 56TH AV S TUKWILA WA 98178 217200 - 0180 -00 WHITHEAD MARY ELLEN 13335 56TH S SEATTLE WA 217200 - 0185 -05 AKERS EDDIE E BARBARA PO BOX 1048 GRAHAM WA 217200- 0190 -08 BOECHLER DWIGHT MERCADO ELDA L3340 56TH AVE S 1N9800 98178 222216 98338 83S027 • 217200 -0205- THORNTON RAFIGH J 13328 56TH AVE .S TUKWILA WA 217200 - 0210 -04 FINN SANDRA.L 13324 56TH AVE S SEATTLE WA 217200- 0215 -09 ALBRITTON JONETH C 13312 56TH AVE S SEATTLE WA 217200- 0225 -07 HEISTUMAN T000 2734 58TH AVE SW SEATTLE WA 217200- 0240 -08 EGBERT DANIEL 29043 59TH PL S AUBURN WA 217200-0241-07 SEIFERT SUZANNE JEAN 5530 S 133R0 ST SEATTLE 'WA 217200- 0242 -06 MCMANUS BEARL E 5610 S 133R0 TUKWILA WA 217200 - 0250 -05 KNUDSON GERALD 6402 S 144TH TUKWILA WA 217200 - 0260 -03 BILYEU LESLIE C.M. BILYEU 22011 186TH AVE SE RENTON WA 217200 - 0265 -08 EISIMINGER WILLIAM F 3644 CORLISS AVE NORTH SEATTLE WA 217200- 0256 -07 CALKINS EARL W +TRESA 13042 56TH AVE S SEATTLE WA 903592 98178 714082 98178 7N3088 93178 201036 93116 7506.17 93001 849999 98176 600146 98178 109999 98589 903494 93055 479999 98103 5N9999 98178 | ' • 2I7200-0275- NEFF DENNIS 13838 56TH AVE S TUKWILA WA 14A026 98178 - 2I7200-0280-09 BRATCHER CHARLES+JACKSONvMA109999 13003 56TH AVE S - TUKWILA WA 98178- 2I7200-0285-04 LANDRETH CHAD M+DERYIm R4MO0N9999 13022 56TH AVE S TUKWILA WA 93178 217200-0290-07 8RATCHER CHARLES E&MARS4RET919800 13003 .56TH AVE S 'TUKWILA WA 98178 217200-0295-0I ANDERSON ROBERT W III 049999 411 BOYLSTON AVE E #108 SEATTLE WA 99102 217200-0296-01 LONG TIMOTHY L 13004 56TH AVE S TUKWILA WA 217200-0320-0I HENDRY SONJA L 13008 57TH AVE S SEATTLE WA 217200-033O-09 KINNEIR GERALDINE S 15828 7TH AVE SW 8URlEN WA 2I7200-0335-04 BUCK DIANE E 13048 57TH S TUKWILA WA 217200-0340-07 8ARENE R 0 PO BOX 68865 SEATTLE WA 2I7200-0385-83 SCHWAB ANTHONY 12413 68TH AVE N E KIRKLANO WA 004001 93178 059999 98178 037777 98166 860642 98178 255037 98168 640694 98034 217200 - 0400 -0 UNION.PACIFTWRAILROAD ATTN BILLINGS JIM 1416 DODGE ST #325 OMAHA NE 217200- 0410 -02 UNION PACIFIC RAILROAD ATTN BILLINGS JIM 1416 DODGE ST #325 OMAHA NE 217200 - 0420 -00 CASTAGNO GARY 10559 14TH S SEATTLE WA 233632 68179 233632 68179 463733 98168 217200- 0428 -02 EMPIRE 'WAY ASSOCIATES II LI6N1484 12501 BELL —RED RD STE 106 BELLEVUE WA 98005 217200 - 0430 -02 EMPIRE WAY ASSOCIATES 12501 BELL —RED RD STE 106 BELLEVUE WA 217200 - 0432 -06 UNION PACIFIC ATTN 3ILLINGS 1416 DODGE ST OMAHA NE RAILROAD JIM #325 217200- 0450 -03 BOWMAN KEN L 2303 S 112TH ST SEATTLE WA 6N1484 98005 233632 68179 002106 98168 217200- 0451 -02 MANUFACTURED HSNG CMMNTY PR239999 P 0 BOX 22167 SEATTLE WA 98122 217200- 0451 -93 MANUFACTURED HSNG CMMNTY PO 80X 22167 SEATTLE WA 217200- 0470 -09 EMPIRE WAY ASSOCIATES 12501 BELL —RED RD #106 BELLEVUE WA 259800 98122 6N1511 98005 2.17200- 0515 -06 ANDERSON JOSEPH d 933334 13001 MARTIN LUTHER KING WY S SEATTLE WA 98178 ° 734400-0020-4 DYSON pATRIaNik A 5702 S PAMELA DR SEATTLE WA 734400-0830-04 DYSON PATRICIA A 5702 SO PAMELA DR SEATTLE WA 734480-0040-02 HARRIS ROY R & M49GOT L 720 N WASHINGTON TACOMA WA 734400-0050-09 8EHR TED 5703 S PAMELA DR TUKWILA WA 734400-0060-07 CITY OF TUKUlLA, 6200 5OUTHCENTER SLVO SEATTLE WA 734400-0070-05 CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 734400-0080-03 CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 734400-0090-0I CITY OF TUKWILA 6200 SOUTHCENTER 3LVD TUKWILA WA 734400-0100-09 BEHR TED 5703 S PAMELA DR SEATTLE WA 734400-01I0-07 BEHR TED - 5703 PAMELA DR 3 SEATTLE WA 734400-0120-05 SALLIA LISA L 5701 S PAMELA DR SEATTLE WA 98.173 � � 340190 . 93178 � � 3N9999 98178 201131 93406 249999 539700 98139 019700 98138 019700 98l8& . 919700 98188 539700 98178 289999 98178 139999 98178 000300- 0038 -0 STRANDER.JO C 415'W MERCER #703 SEATTLE WA 000300 - 0039 -02 KING COUNTY. 500 K C ADMIN BLDG SEATTLE WA 000.300- 0044 -05 STATE OF WASHINGTON HWY ADM BLDG K -F -01 OLYMPIA WA 000300 - 0049 -00 TUKWILA CITY OF 6200 SOUTHCENTER 3LVD TUKWILA WA 000300 - 0053 -03 STATE OF WASHINGTON HWY ADM BLDG K -F -01 OLYMPIA WA 000300- 0054 -02 KING - WILSON SHANNON 11512 44TH AVE E TACOMA WA 000300- 0060 -04 SVENOSEN MARY JO 1943 MEADOWS TRAIL DR FFLORISSANT MO 331234 98119 001718 98104 109800 98504 180467 93188 109800 98504 2N1677 98446 250336 63031 000300 - 0065 -09 GUNNING CRAIG R +COLLEEN L 779999 5330 S 136TH ST TUKWILA WA 93168 000300 - 0066 -08 PAINTER EVA M 13526 53RD AVE SO SEATTLE WA 000300- 0063 -06 MCGUIRE ROBERT C 216 E BOSTON ST SEATTLE WA 000300 - 0078 -04 KING ROBERT #15237 C/O EXECUTIVE HOUSE INC 7.517 GREENWOOD AVE N 140444 98168 760433 93102 681.124 • 000300- 0115 -01, HIC I LLC PO BOX 700 MERCER ISLAND WA 98040 249999 000380- 0002 -08 BNSF RWY PROPERTY TAX DEPT 731900 1700 E GULF RD #400 SCHAUMBURG IL .. 60173 000380- 0003 -07 6NSF RWY PROP TAX DEPT 980734 PO SOX 961089 FORT WORTH TX 76161 000380 - 0003 -30 BNSF RAIL:20AD PROPERTY TAX DEPARTMENT 1700 E GOLF RD 4TH FLOOR Si HAUMBERY IL 975281 60173 000480 - 0013 -04 YELLOW FREIGHT SYSTEM INC 609999 10990 ROE AVE OVERLAND PARK KS 66211 000480 - 0016 -01 CITY OF TUK'WILA 6200 SOUTH CENTER BLDG TUKWILA WA 000480- 0018 -09 STRANDER LOUISE M PO BOX 88636 TUKWILA WA 017900 - 2155 -04 LADINES DEAN 12522 51ST PL S TUKWILA WA 017900 - 2160 -07 LADINES DEAN 12522 51ST PL S TUKWILA WA 017900 - 2195 -06 HUTCHINSON JOHN L 330 HEARTHSTONE DR 80I.SE ID 017900- 2230 -03' ERI.CKSON JOHN 12560 51ST PL S SEATTLE WA 120084 98188 999999 98138 009999 98178 009999 98.173 7N3564 83702 259999 93.178 • 017900-2255-034K CbDTGA:JAMESIII 12529 50TH AVE S SEATTLE WA 017900-2370-03 STOWE GARY 12529 51ST PL S TUKWILA WA 017900-2385-06 WENDT KAREN A 12537 51ST PL S TUKWILA WA 017900-2400-07 HELDE SHIRLEY+HELDE KAREN 159999 • PO 80X 91 • CLINTON WA 95236 309999 98178 339999 98178 439999 98178 017900-2410-05 CODIGA JAMES A 12529 50TH S SEATTLE WA 017900-2425-08 CDPIGA JAMES A 12529 50TH AVE S SEATTLE WA 017900-2430-01 CODIGA JAMES A 12529 50TH S SEATTLE WA 01790072435-06 COOIGA JAMES 12529 50TH AVE S SEATTLE WA 017900-2450-06 CODIGA JAMES A 12529 50TH AVE S •SEATTLE WA 017900-2464-00 HUTCHINSON JOHN L 830 HEARTHOTONE DR BOISE ID 017900-2469-05 CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA C0776 93178 843402 98178 C0776 98178 329800 98178 300729 98178 734012 83702 329800 98188 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COMMENTS 4.4m 000300 - 0004 -03 TUKWILA INTERURBAN INVEST 842039 JOHN STRANDER PO BOX 88636 TUKWILA WA 98188 000300- 0005 -02 TERRACE PROPERTIES THE 264.310 C/0 TECTON CORPORATION 14240 INTERURBAN AVE S Y212 TUKWILA WA 98168 000300 - 0023 -00 APPLE LARRY J +ANN 491 LAKE LOUISE DR SW LAKEWOOD WA 079999 98493 000300 - 0025 -08 KING COUNTY 840353 500 K C ADM I N BLDG SEATTLE WA 93104 000300 - 0026 -07 KING COUNTY 840358 500 K C AL'MIiN BLDG SEATTLE WA 93104 000300 - 0027 -06 THOMSON PETER M 004365 PO BOX 1493 BELLEVUE WA 93009 000300 - 0028 -05 THORP PROPERTIES INC 92000.3 317 KEiNNEBECK AVE S #302 KENT WA 98031 000300 - 0029 -04 TYNES MARGIE 009999 5110 S 136TH ST TUKWILA WA 98168 000300- 0032 -09 CITY OF SEATTLE CITY LIGHT 880023 PM #230414 -2 -301 700 5TH AVE #2808 SEATTLE WA 98104 • • PTSOFFVED Ctr'r OF TUKWILA Improvements ENVIRONMENTAL CHECKLIST for Tukwila - Foster Point PERMIT CENTER November 2002 Prepared For. Michael Cusick City of Tukwila Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 -2545 Prepared By: Owen Dennison, AICP Reviewed By: Brad Medrud, AICP Project Manager 201142.30 • • January 28, 2004 Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE, P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT, P.E. PAUL B. McCORMICK, P.E., S.E. THOMAS R. HICKS, P.E., S.E. DOREEN S. GAVIN, P.E. LEN ZICKLER AICP, ASLA • ASSOCIATES: DANIEL L. BOOTH, P.E., S.E. JAMES R. CARLSEN, P.E. MICHAEL D. KATTERMANN, AICP As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156t Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner c Michael Cusick, City of Tukwila Public Works, Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. • • Agency Comments This Environmental Checklist is based on one provided by the City of Tukwila. STATE ENVIRONMENTAL CHECKLIST Applicant responses: A. BACKGROUND 1. Name of proposed project: Tukwila — Foster Point Improvements 2. Name of Applicant: AHBL, Inc. for the City of Tukwila 3. Date checklist prepared: October 2, 2002. 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in June 200/, and is anticipated to be completed in approximately five months. r 3))101-1 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. Geotechnical Report by GEO Engineers, Inc., dated March 4, 2002. The report analyzes the soil conditions for the sanitary sewer lift station site only. • 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. 9. List any governmental approvals or permits that will be needed for your proposal, if known. City of Tukwila: SEPA Shoreline Substantial Development Permit Flood Control Zone Permit Unclassified Use Permit Construction Permit Right -of -Way Permit Department of Natural Resources: Hydraulic Project Approval (Part of JARPA) Aquatic Resources Use Authorization Notification /Determination of Leasing (Part of DARPA) Department of Ecology: NPDES 10. Give a brief, complete description of your proposal, including uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information or project description). The proposed project in the Foster Point neighborhood will involve the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with an emergency generator and an ancillary building, and upgrades to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133rd Street right -of -way an existing stormwater line is proposed to be relocated and the existing stormwater outfall line is proposed for replacement. The stormwater outfall line will be replaced as maintenance with the same size, slope and alignment as the existing line. Riprap will be salvaged during construction of the outfall and will be replaced with additional of 16 -inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the Agency Comments 3 • underside of the sidewalk portion of the existing 56th Avenue South bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56th Avenue South, 57th Avenue South, South 133rd Street, South 130th Place, 50th Place South, Interurban Avenue South and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and the repaving of all public streets within the subject area. 11. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project area is generally in the Foster Point neighborhood, between and including Interurban Avenue South and South 130th Place. Work will primarily occur in the rights of way of 56th and 57th Avenues South, South 133rd Street, South 130th Place and Pamela Drive:.. Outside of dedicated rights of way, a sewer lift station will be installed north of 56th Avenue South in the vicinity of the bridge. A water line will also be installed in South 130th Avenue and 50th Place South, north and west of the Foster Point neighborhood. The project area is located in the northwest quarter of section 14, township 23 north, range 4 east and the southwest quarter of section 11, township 23 north, range 4 east, W.M. and the , in King County, Washington. Adjacent subdivisions include Duwarnish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and Allentown Addition. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes, portions of the project area lie within the City's Shoreline Overlay District. B. ENVIRONMENTAL ELEMENTS 1. Earth General description of the site (circle one): flat, rolling, hilly, steep, slopes, mountains, other (applicable items are underlined) Agency Comments 4 b. What is the steepest slope on the site (approximate percent slope)? The areas where most work will occur have slopes under 2 percent. Slopes along the shoreline are in excess of 100 %. 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 project will occur in the Duwamish River valley where alluvial soils, native sands and silts, are typical. d. Are there surface indications of history of unstable soils in the immediate vicinity? If so, describe. None known. e. Describe the purpose, type and approximately quantities of any filling or grading proposed. Indicate source of fill. Grading will occur as part of the improvements to Pamela Drive. Structural fill will be imported, as necessary, to provide a base for Pamela Drive and as a base for reconstructing the other streets in the neighborhood. Additional structural fill may be necessary for backfill of excavated utility trenches. Quantities and sources are not known at this time. During replacement of the outfall line extending from the South 133rd right -of -way, approximately 113 cubic yards of material will be removed and replaced. The existing riprap along the shoreline will be salvaged prior to construction. Following construction, the existing riprap will be replaced, supplemented as necessary by 16 -inch to 24- inch riprap, to achieve the existing riprap elevation. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. The proposal will include excavation for street and utility improvements in Pamela Drive, relocation and replacement of stormwater lines in the unimproved portion of the South 133rd Street right of way and improvement of the outfall at this location. The potential for erosion impacts exists during each of these construction activities. Agency Comments 5 g. • • About what percent of the site will be covered with impervious surface after project construction (for example: asphalt or buildings)? Much of the project area is currently developed as paved roadway. Additional impervious surface will occur with construction of Pamela Drive and the asphalt pad for the lift station site. Together, these will add about 14,357 square feet of impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fencing is proposed for erosion control. During construction, new catch basins will be installed. All catch basins will have protection throughout the construction period. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and 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. Following construction, the only impacts to the air directly resulting from the proposed improvements would be exhaust from the occasional operation of the lift station back -up generator. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions 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. The emergency generator for the proposed lift station will meet Puget Sound Clean Air regulations. Agency Comments 6 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, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River surrounds the Foster Point neighborhood generally on the north, south and west. 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. The proposal would require work within 200 feet of the Duwamish River. Work within 200 feet of the water will include much of the street improvements proposed for Pamela Drive. This will include grading, placing imported road bedding, placing utility lines, and paving with asphalt wedge curbs. The roadway will be constructed to a width of 24 feet. Other work within 200 feet of the water will include replacement and installation of water, stormwater and sanitary sewer mains in existing developed roadways. This will entail excavation and refilling of utility trenches, followed by repaving the disturbed portions of the road. Additionally, in the undeveloped right of way of South 133rd Street extending southeast from the south end of 157th Avenue South, . a stormwater line will be relocated, and the existing stormwater outfall line will be replaced following the existing alignment, slope and size. Riprap along the shoreline at the location of the stormwater outfall will be salvaged during construction and reused and augmented with additional riprap, as necessary, to provide energy dissipation. A 4 -inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56th Avenue South bridge. South of the bridge, the force main will leave the right -of -way and cross an improved public area to the northwest of the southern bridge entrance, then follow the sidewalk to an existing manhole. Agency Comments 7 11 • 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. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. The proposal would increase the number of roadside catchbasins, which may have the effect of diverting surface water from existing patterns of flow from paved streets. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Areas along the Duwamish River are identified as 100 -year floodplains. The surface water outfall improvement extending from South 133rd Street and the sanitary sewer force main, as it crosses the 156th Avenue South bridge, appear to fall within the 100 -year floodplain boundary. 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. Agency Comments 8 • • 2. Describe all waste material 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 stormwater): 1. Describe the source of runoff (including stormwater) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Runoff from public streets and from the paved area surrounding the lift station will be collected in catch basins and then flow to existing outfalls to the Duwamish River. 2. Could waste materials enter ground or surface waters? If so, generally describe. Waste materials carried by surface waters collected in catch basins in public streets may be discharged to the Duwamish River. d. Describe proposed measures to reduce control surface, ground, and runoff water impacts, if any. The project will comply with all applicable City of Tukwila requirements for stormwater runoff treatment. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: cottonwood X evergreen tree: fir, cedar, pine, other X shrubs pasture crop or grain X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other X water plants: water lily, eelgras, milfoil, other other types of vegetation Agency Comments 9 The Foster Point neighborhood is currently comprised of single family development, interspersed with undeveloped areas. The developed single family areas contain landscaping typical of residential yards. Undeveloped areas include both small grassy fields and small forested areas with native trees and underbrush. Since the project 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? Limited removal of vegetation will be necessary for the portion of Pamela Drive not currently disturbed, for the lift station site, for the 'outfall replacement and as required within the other rights -of -way to construct the proposed improvements. Limited, temporary impacts may occur to vegetation along the public streets proposed for utility improvements from construction vehicles and activities. c. List threatened or endangered species known to be on or near the site. None know. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Native landscaping will be used to replant disturbed areas within 200 feet of the Duwamish River. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other: Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: The project area is adjacent to or and in the vicinity of the Duwamish River shoreline and includes low density residential development as well as undeveloped areas. It is likely that a variety of bird, mammal and fish species inhabit theses environs. Except for the partially developed right of way that is proposed for construction of a public street, the area proposed for stormwater system improvements extending southeast from South 133rd Street, the sanitary sewer alignment south of the bridge, and the site for the lift station adjacent to 156th Avenue South, the project site is within developed rights-of- way. Agency Comments 10 • • 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 River is a migratory route for anadromous fish species. 6. Energy and Natural Resources a. What kind 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. Electricity will be used for operating the sanitary sewer lift station. The lift station facility will also include a diesel- powered back -up generator. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, except for the lift station facilities, a portion of which will be up to ten feet above grade, the proposed improvements are at or below grade. c. What kind 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 hazard waste, that could occur as a result of this proposal? If so, describe. The emergency power generator will have 70 gallon diesel fuel tank, designed and installed per governmental regulations. Power failure to the lift station could create a small risk of effluent surcharging. Agency Comments 11 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any. The surcharging risk is minimized by redundant power supply (emergency generator) and telemetry to provide early notification of potential problems. 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. The only potential long -term source of noise resulting from the proposed improvements would be from the lift station and back -up generator. The lift station will produce a low hum when in operation. Since the facilities will be below grade, these noises should be muffled and negligible. The operation of the above - ground facilities may also produce'minor noise impacts. In emergency situations when electrical service is not available to the lift station and during periods of equipment maintenance, the emergency generator will produce more significant audible impacts. 3. Proposed measures to reduce or control noise impacts, if any. The lift station facilities will be surrounded by a noise barrier to reduce potential impacts, and the generator will be equipped with noise attenuation features. Agency Comments 12 • 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project area is primarily existing developed roadways used for transportation purposes. The site of the proposed lift station is currently vacant. The developed and partially- developed rights of way proposed for utility and roadway improvements are primarily used for residential vehicular circulation. A portion of the South 133rd Street right of way is currently undeveloped and not used for vehicular access. Land uses adjacent to the areas proposed for improvements are primarily single family and vacant. One industrial building, apparently vacant, is situated in the neighborhood. b. Has the site been used for agriculture? If so, describe. Unknown. c. Describe any structures on the site. Areas of the project site are vacant or roadway. d. Will any structures be demolished? If so, what? No demolition will occur as part of this application. e. What is the current zoning classification of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. f. What is the current comprehensive plan designation of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. g. If applicable, what is the current shoreline master program designation of the site? Lands within 200 feet of the Duwamish River are mapped as Shoreline Overlay District. All shorelines within the City of Tukwila are designated Urban environment. (18.44.020 TMC) The provisions of the King County Shoreline Master Program apply to areas east of the Duwamish River. The City of Tukwila Shoreline Master Program Agency Comments 13 applies to areas west of the river. h. Has any part of the site been classified as an "environmentally sensitive area? If so, specify. Portions of the shoreline area are mapped for 100 -year floodplain. The only elements of the project that may occur within the floodplain area are the stormwater outfall improvements on the river bank adjacent to the South 133rd Street right -of -way. Approximately how may people would reside or work in completed project? No one would reside or work in the completed project. City employees will maintain the facilities at intervals, but no regular employment will occur on -site. Approximately how may 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. 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. Agency Comments 14 • 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 principle exterior building material(s) proposed? The lift station facilities are the only above -grade structures proposed. The height of these structures will not exceed 10 feet, except for a telemetry pole that will be approximately 14 -feet. b. What views in the immediate vicinity would be altered or obstructed? The proposed utility work is at or below grade. The lift station would be located within an existing single family neighborhood. The topography is flat in the vicinity of the proposed site of the lift station. The lift station may alter views, but no obstructed views are anticipated. c. Proposed measures to reduce or control aesthetic impacts, if any. The proposal will meet all applicable limitations in the City's development regulations for height, massing and setbacks. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No glare will be generated by the proposed improvements, except for a yard light at the lift station site. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. Agency Comments 15 d. Proposed measures to reduce or control light and glare impacts, if any? A shield will be provided on the lift station yard light to reduce light glare to adjacent properties. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Foster Golf Course is adjacent to the south, across the Duwamish River. 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? No. If so, generally describe. To our knowledge, there are no places or objects 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 Washington State Office of Archaeology and Historic Preservation will be notified, and appropriate measures will be taken. Agency Comments 16 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project will primarily occur within existing public streets, including 56th and 57th Avenues South, South 133rd Street, South 130th Place, 50th Place South, and Pamela Drive. The project area is connected to the larger street system via the 156th Avenue South bridge to Interurban Avenue South. South 130th Place and 150th Place South connect to Interurban Avenue South via South 124th Street and 42nd Avenue South. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? The Tukwila Park and Ride lot is adjacent to the point of access to the Foster Point neighborhood at Interurban Avenue South and South 56th Avenue South. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project would include one parking space at the lift station for maintenance employees. No parking spaces would be eliminated. 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). Road improvements included in the proposed project would occur exclusively within existing dedicated rights of way. The proposal will include improvements to Pamela Drive to upgrade the right of way from gravel to pavement. Roadways will be repaved following utility construction, including asphalt wedge curbs. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. An existing railroad right of way is adjacent to the Foster Point neighborhood across South 130th Place. The adjacent stretch of the Duwarnish River is not known to be used for commercial transportation. Agency Comments 17 f. How many vehicular trips per day would be generated by the completed project? If known, indicated when peak volumes would occur. The competed project would generate no 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. Increased linear feet of public streets, sanitary sewers, water mains and surface water lines and an increased number of catchbasins will result in an increased need for facilities maintenance services. 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: (applicable items are underlined) Electrical power is available for operation of the lift station. .Water • service is currently available to the Foster Point neighborhood. The proposed improvements will upgrade the water facilities. The area is not currently served by sanitary sewer facilities. These will be installed as part of the current proposal. 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 Construction activities associated with provision of the above utilities are described in the project description. Agency Comments 18 C. SIGNATURE The above answers are true and complete to the best or my knowledge. I understand that the le agency is, ying on them to make its decision. Signature/5.77 Date Submitted: 2/ / Agency Comments 19 Description of Outfall Replacement The stormwater outfall extending from 133`d Avenue South is proposed for replacement. The replacement will match the existing alignment, slope and size of pipe. The work will require a trench six feet deep and three feet wide from the existing storm drain manhole 1436, as shown on Figure C1.04 of the accompanying plan set, to the existing outfall location. 113 cubic yards of material will be removed and replaced. Standard erosion control measures will be followed, including silt fencing, hydroseeding and minimizing the time of construction to limit the exposure of soil along the river. Existing rock armor on the bank will be removed prior to construction and replaced along with additional material as necessary to achieve the existing elevation. October 25, 2002 Ms. Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: PRINCIPALS: GEOFFREY HOOSDON, P.E., S.E. ALLAN E. BESSETTE. P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT. P.E. PAUL B. McCORMICK P.E., S.E. THOMAS R. HICKS, P.E.. S.E. DOREEN S. GAVIN. P.E. LEN ZICKLER AICP, ASLA JOHN W. BECKER SR.. PLS • ASSOCIATES: DANIEL L. BOOTH. P.E., S.E. JAMES R. CARLSEN, P.E. MICHAEL D. KATTERMANN, AICP As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156t Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. 316 OCCIDENTAL AVE. S. SUITE 320 SEATTLE, WA 98104 PH: (206) 267 -2425 Fax: (253) 267 -2429 Ms. Nora Gierloff October 25, 2002 Page 2 If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner BM /jlg c. Michael Cusick, City of Tukwila Public Works Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. gierdo102502 , January 28, 2004 Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE, P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT, P.E. PAUL B. McCORMICK P.E., S.E. THOMAS R. HICKS, P.E., S.E. DOREEN S. GAVIN. P.E. LEN ZICKLER, AICP, ASLA • ASSOCIATES: DANIEL L. BOOTH, P.E., S.E. JAMES R. CARLSEN. P.E. MICHAEL D. KATTERMANN, AICP As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156`s Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner c Michael Cusick, City of Tukwila Public Works Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. • • • WL ENVIRONMENTAL CHECKLIST for Tukwila - Foster Point Improvements November 2002 RECEIVED CITY OF TUKWILA 2 2E04 PERMIT CENTER Prepared For: Michael Cusick City of Tukwila Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 -2545 Prepared By: Owen Dennison, AICP Reviewed By: Brad Medrud, AICP Project Manager 201142.30 • • Agency Comments This Environmental Checklist is based on one provided by the City of Tukwila. STATE ENVIRONMENTAL CHECKLIST Applicant responses: A. BACKGROUND 1. Name of proposed project: Tukwila — Foster Point Improvements 2. Name of Applicant: AHBL, Inc. for the City of Tukwila 3. Date checklist prepared: October 2, 2002. 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in June 200, and is anticipated to be completed in approximately five months. iii (V 0 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. Geotechnical Report by GEO Engineers, Inc., dated March 4, 2002. The report analyzes the soil conditions for the sanitary sewer lift station site only. Agency Comments 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. 9. List any governmental approvals or permits that will be needed for your proposal, if known. City of Tukwila: SEPA Shoreline Substantial Development Permit Flood Control Zone Permit Unclassified Use Permit Construction Permit Right -of -Way Permit Department of Natural Resources: Hydraulic Project Approval (Part of DARPA) Aquatic Resources Use Authorization Notification /Determination of Leasing (Part of DARPA) Department of Ecology: NPDES 10. Give a brief, complete description of your proposal, including uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information or project description). The proposed project in the Foster Point neighborhood will involve the replacement of all substandard water lines, the installation of 8 -inch sanitary sewer mains and service laterals including a 4 -inch force main and lift station with an emergency generator and an ancillary building, and upgrades to the stormwater system collection systems. Water lines will be upsized and looped. Stormwater improvements include the installation of new 12 -inch collection pipes and additional catch basins. In the 133rd Street right -of -way an existing stormwater line is proposed to be relocated and the existing stormwater outfall line is proposed for replacement. The stormwater outfall line will be replaced as maintenance with the same size, slope and alignment as the existing line. Riprap will be salvaged during construction of the outfall and will be replaced with additional of 16 -inch to 24 -inch riprap, as necessary, to achieve original riprap elevation. The sanitary sewer force main is proposed to cross the Duwamish River attached to the 3 • underside of the sidewalk portion of the existing 56th Avenue South bridge to connect to the sanitary sewer system in the Interurban Avenue South right of way. Utility improvements will be made in the rights -of -way of 56th Avenue South, 57th Avenue South, South 133rd Street, South 130th Place, 50th Place South, Interurban Avenue South and Pamela Drive. The project will also include construction of Pamela Drive, a dedicated, unpaved right of way, and the repaving of all public streets within the subject area. 11. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project area is generally in the Foster Point neighborhood, between and including Interurban Avenue South and South 130th Place. Work will primarily occur in the rights of way of-56th and 57th Avenues South, South 133rd Street, South 130th Place and Pamela Drive ::. Outside of dedicated rights of way, a sewer lift station will be installed north,of 56th Avenue South in the vicinity of the bridge. A water line will also be installed in South 130th Avenue and 50th Place South, north and west of the Foster Point neighborhood. The project area is located in the northwest quarter of section 14, township 23 north, range 4 east and the southwest quarter of section 11, township 23 north, range 4 east, W.M. and the , in King County, Washington. Adjacent subdivisions include Duwamish Terrace, Riverside Park, East Riverton Garden Tracts 2nd Addition, and Allentown Addition. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes, portions of the project area lie within the City's Shoreline Overlay District. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep, slopes, mountains, other (applicable items are underlined) Agency Comments 4 b. What is the steepest slope on the site (approximate percent slope)? The areas where most work will occur have slopes under 2 percent. Slopes along the shoreline are in excess of 100 %. 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 project will occur in the Duwamish River valley where alluvial soils, native sands and silts, are typical. d. Are there surface indications of history of unstable soils in the immediate. vicinity? If so, describe. None known. e. Describe the purpose, type and approximately quantities of any filling or grading proposed. Indicate source of fill. Grading will occur as part of the improvements to Pamela Drive. Structural fill will be imported, as necessary, to provide a base for Pamela Drive and as a base for reconstructing the other streets in the neighborhood. Additional structural fill may be necessary for backfill of excavated utility trenches. Quantities and sources are not known at this time. During replacement of the outfall line extending from the South 133rd right -of -way, approximately 113 cubic yards of material will be removed and replaced. The existing riprap along the shoreline will be salvaged prior to construction. Following construction, the existing riprap will be replaced, supplemented as necessary by 16 -inch to 24- inch riprap, to achieve the existing riprap elevation. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. The proposal will include excavation for street and utility improvements in Pamela Drive, relocation and replacement of stormwater lines in the unimproved portion of the South 133rd Street right of way and improvement of the outfall at this location. The potential for erosion impacts exists during each of these construction activities. Agency Comments 5 g. • • About what percent of the site will be covered with impervious surface after project construction (for example: asphalt or buildings)? Much of the project area is currently developed as paved roadway. Additional impervious surface will occur with construction of Pamela Drive and the asphalt pad for the lift station site. Together, these will add about 14,357 square feet of impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fencing is proposed for erosion control. During construction, new catch basins will be installed. All catch basins will have protection throughout the construction period. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and 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. Following construction, the only impacts to the air directly resulting from the proposed improvements would be exhaust from the occasional operation of the lift station back -up generator. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions 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. The emergency generator for the proposed lift station will meet Puget Sound Clean Air regulations. Agency Comments 6 • • 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, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The Duwamish River surrounds the Foster Point neighborhood generally, on the north, south and west. 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. The proposal would require work within 200 feet of the Duwamish River. Work within 200 feet of the water will include much of the street improvements proposed for Pamela Drive. This will include grading, placing imported road bedding, placing utility lines, and paving with asphalt wedge curbs. The roadway will be constructed to a width of 24 feet. Other work within 200 feet of the water will include replacement and installation of water, stormwater and sanitary sewer mains in existing developed roadways. This will entail excavation and refilling of utility trenches, followed by repaving the disturbed portions of the road. Additionally, in the undeveloped right of way of South 133rd Street extending southeast from the south end of 157th Avenue South, a stormwater line will be relocated, and the existing stormwater outfall line will be replaced following the existing alignment, slope and size. Riprap along the shoreline at the location of the stormwater outfall will be salvaged during construction and reused and augmented with additional riprap, as necessary, to provide energy dissipation. A 4 -inch sanitary sewer force main will cross the Duwamish River beneath the pedestrian portion of the existing 56th Avenue South bridge. South of the bridge, the force main will leave the right -of -way and cross an improved public area to the northwest of the southern bridge entrance, then follow the sidewalk to an existing manhole. Agency Comments 7 • • Agency Comments 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. The proposal would increase the number of roadside catchbasins, which may have the effect of diverting surface water from existing patterns of flow from paved streets. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Areas along the Duwamish River are identified as 100 -year floodplains. The surface water outfall improvement extending from South 133rd Street and the sanitary sewer force main, as it crosses the 156th Avenue South bridge, appear to fall within the 100 -year floodplain boundary. 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. 8 • • 2. Describe all waste material 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 stormwater): 1. Describe the source of runoff (including stormwater) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Runoff from public streets and from the paved area surrounding the lift station will be collected in catch basins and then flow to existing outfalls to the Duwamish River. Could waste materials enter ground or surface waters? If so, generally describe. Waste materials carried by surface waters collected in catch basins in public streets may be discharged to the Duwamish River. d. Describe proposed measures to reduce control surface, ground, and runoff water impacts, if any. The project will comply with all applicable City of Tukwila requirements for stormwater runoff treatment. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: cottonwood X evergreen tree: fir, cedar, pine, other X shrubs pasture crop or grain X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other X water plants: water lily, eelgras, milfoil, other other types of vegetation Agency Comments 9 • • The Foster Point neighborhood is currently comprised of single family development, interspersed with undeveloped areas. The developed single family areas contain landscaping typical of residential yards. Undeveloped areas include both small grassy fields and small forested areas with native trees and underbrush. Since the project 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? Limited removal of vegetation will be necessary for the portion of Pamela Drive not currently disturbed, for the lift station site, for the outfall replacement and as required within the other rights -of -way to construct the proposed improvements. Limited, temporary impacts may occur to vegetation along the public streets proposed for utility improvements from construction vehicles and activities. c. List threatened or endangered species known to be on or near the site. None know. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Native landscaping will be used to replant disturbed areas within 200 feet of the Duwamish River. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other: Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other. The project area is adjacent to or and in the vicinity of the Duwamish River shoreline and includes low density residential development as well as undeveloped areas. It is likely that a variety of bird, mammal and fish species inhabit theses environs. Except for the partially developed right of way that is proposed for construction of a public street, the area proposed for stormwater system improvements extending southeast from South 133rd Street, the sanitary sewer alignment south of the bridge, and the site for the lift station adjacent to 156th Avenue South, the project site is within developed rights-of- way. Agency Comments 10 • • 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 River is a migratory route for anadromous fish species. 6. Energy and Natural Resources a. What kind 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. Electricity will be used for operating the sanitary sewer lift station. The lift station facility will also include a diesel- powered back -up generator. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, except for the lift station facilities, a portion of which will be up to ten feet above grade, the proposed improvements are at or below grade. c. What kind 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 hazard waste, that could occur as a result of this proposal? If so, describe. The emergency power generator will have 70 gallon diesel fuel tank, designed and installed per governmental regulations. Power failure to the lift station could create a small risk of effluent surcharging. Agency Comments 11 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any. The surcharging risk is minimized by redundant power supply (emergency generator) and telemetry to provide early notification of potential problems. 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. The only potential long -term source of noise resulting from the proposed improvements would be from the lift station and back -up generator. The lift station will produce a low hum when in operation. Since the facilities will be below grade, these noises should be muffled and negligible. The operation of the above - ground facilities may also produce minor noise impacts. In emergency situations when electrical service is not available to the lift station and during periods of equipment maintenance, the emergency generator will produce more significant audible impacts. 3. Proposed measures to reduce or control noise impacts, if any. The lift station facilities will be surrounded by a noise barrier to reduce potential impacts, and the generator will be equipped with noise attenuation features. Agency Comments 12 • • 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project area is primarily existing developed roadways used for transportation purposes. The site of the proposed lift station is currently vacant. The developed and partially- developed rights of way proposed for utility and roadway improvements are primarily used for residential vehicular circulation. A portion of the South 133rd Street right of way is currently undeveloped and not used for vehicular access. Land uses adjacent to the areas proposed for improvements are primarily single family and vacant. One industrial building, apparently vacant, is situated in the neighborhood. b. Has the site been used for agriculture? If so, describe. Unknown. c. Describe any structures on the site. Areas of the project site are vacant or roadway. d. Will any structures be demolished? If so, what? No demolition will occur as part of this application. e. What is the current zoning classification of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. f. What is the current comprehensive plan designation of the site? Low Density Residential (LDR), to the east of the Duwamish River, and Commercial /Light Industrial (C /IL) to the west along Interurban Avenue South. g. If applicable, what is the current shoreline master program designation of the site? Lands within 200 feet of the Duwamish River are mapped as Shoreline Overlay District. All shorelines within the City of Tukwila are designated Urban environment. (18.44.020 TMC) The provisions of the King County Shoreline Master Program apply to areas east of the Duwamish River. The City of Tukwila Shoreline Master Program Agency Comments 13 • • applies to areas west of the river. h. Has any part of the site been classified as an "environmentally sensitive area? If so, specify. 1• Portions of the shoreline area are mapped for 100 -year floodplain. The only elements of the project that may occur within the floodplain area are the stormwater outfall improvements on the river bank adjacent to the South 133rd Street right -of -way. Approximately how may people would reside or work in completed project? No one would reside or work in the completed project. City employees will maintain the facilities at intervals, but no regular employment will occur on -site. Approximately how may 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. 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. Agency Comments 14 • • 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 principle exterior building material(s) proposed? The lift station facilities are the only above -grade structures proposed. The height of these structures will not exceed 10 feet, except for a telemetry pole that will be approximately 14 -feet. b. What views in the immediate vicinity would be altered or obstructed? The proposed utility work is at or below grade. The lift station would be located within an existing single family neighborhood. The topography is flat in the vicinity of the proposed site of the lift station. The lift station may alter views, but no obstructed views are anticipated. c. Proposed measures to reduce or control aesthetic impacts, if any. The proposal will meet all applicable limitations in the City's development regulations for height, massing and setbacks. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No glare will be generated by the proposed improvements, except for a yard light at the lift station site. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. Agency Comments 15 d. Proposed measures to reduce or control light and glare impacts, if any? A shield will be provided on the lift station yard light to reduce light glare to adjacent properties. 12. Recreation a. " What designated and informal recreational opportunities are in the immediate vicinity? Foster Golf Course is adjacent to the south, across the Duwamish River. 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? No. If so, generally describe. To our knowledge, there are no places or objects 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 Washington State Office of Archaeology and Historic Preservation will be notified, and appropriate measures will be taken. Agency Comments 16 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The project will primarily occur within existing public streets, including 56th and 57th Avenues South, South 133rd Street, South 130th Place, 50th Place South, and Pamela Drive. The project area is connected to the larger street system via the 156th Avenue South bridge to Interurban Avenue South. South 130th Place and 150th Place South connect to Interurban Avenue South via South 124th Street and 42nd Avenue South. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? The Tukwila Park and Ride lot is adjacent to the point of access to the Foster Point neighborhood at Interurban Avenue South and South 56th Avenue South. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project would include one parking space at the lift station for maintenance employees. No parking spaces would be eliminated. 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). Road improvements included in the proposed project would occur exclusively within existing dedicated rights of way. The proposal will include improvements to Pamela Drive to upgrade the right of way from gravel to pavement. Roadways will be repaved following utility construction, including asphalt wedge curbs. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. An existing railroad right of way is adjacent to the Foster Point neighborhood across South 130th Place. The adjacent stretch of the Duwarnish River is not known to be used for commercial transportation. Agency Comments 17 • f. How many vehicular trips per day would be generated by the completed project? If known, indicated when peak volumes would occur. g. The competed project would generate no vehicular trips. 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. Increased linear feet of public streets, sanitary sewers, water mains and surface water lines and an increased number of catchbasins will result in an increased need for facilities maintenance services. 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: (applicable items are underlined) Electrical power is available for operation of the lift station... Water service is currently available to the Foster Point neighborhood. The proposed improvements will upgrade the water facilities. The area is not currently served by sanitary sewer facilities. These will be installed as part of the current proposal. 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. \c 4\t.4\— ?SC=E Sanitary Sewer: City of Tukwila Storm Sewer: City of Tukwila Water: City of Tukwila Construction activities associated with provision of the above utilities are described in the project description. Agency Comments 18 C. SIGNATURE The above answers are true and complete to the best or my knowledge. I understand that the le agency ispiying on them to make its decision. Signature/ Date Submitted: -3 ,/ Agency Comments 19 a • Description of Outfall Replacement The stormwater outfall extending from 133`d Avenue South is proposed for replacement. The replacement will match the existing alignment, slope and size of pipe. The work will require a trench six feet deep and three feet wide from the existing storm drain manhole 1436, as shown on Figure C1.04 of the accompanying plan set, to the existing outfall location. 113 cubic yards of material will be removed and replaced. Standard erosion control measures will be followed, including silt fencing, hydroseeding and minimizing the time of construction to limit the exposure of soil along the river. Existing rock armor on the bank will be removed prior to construction and replaced along with additional material as necessary to achieve the existing elevation. October 25, 2002 PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE, P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT. P.E. PAUL B. McCORMICK, P.E.. S.E. THOMAS R. HICKS, P.E.. S.E. DOREEN S. GAVIN, P.E. LEN ZICKLER. AICP, ASLA JOHN W. BECKER. SR., PLS • ASSOCIATES: DANIEL L. BOOTH, P.E., S.E. JAMES R. CARLSEN, P.E. MICHAEL D. KATTERMANN, AICP • Ms. Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156t Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. 316 OCCIDENTAL AVE. S, SUITE 320 SEATTLE, WA 98104 PH: (206) 267 -2425 FAX: (253) 267 -2429 Ms. Nora Gierloff October 25, 2002 Page 2 • If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner BM /jlg c. Michael Cusick, City of Tukwila Public Works Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. gier1o102502 January 28, 2004 Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE. P.E.. S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT. P.E. PAUL B. McCORMICK P.E., S.E. THOMAS R. HICKS, P.E.. S.E. DOREEN S. GAVIN, P.E. LEN ZICKLER. AICP. ASLA • ASSOCIATES: DANIEL L. BOOTH. P.E.. S.E. JAMES R. CARLSEN. P.E. MICHAEL 0. KATTERMANN, AICP As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156t Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner c Michael Cusick, City of Tukwila Public Works Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. • October 25, 2002 Ms. Nora Gierloff Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2545 Project: Tukwila — Foster Point Improvements, Our File No. 201142.30 Subject: Shoreline Development Permit, Unclassified Use Permit and SEPA Dear Nora: PRINCIPALS: GEOFFREY HODSDON, P.E., S.E. ALLAN E. BESSETTE, P.E., S.E. GEORGE J. LINDSAY, P.E. SEAN M. COMFORT, P.E. PAUL B. McCORMICK P.E., S.E. THOMAS R. HICKS, P.E., S.E. DOREEN S. GAVIN, P.E. LEN ZICKLER, AICP, ASLA JOHN W. BECKER SR.. PLS • ASSOCIATES: DANIEL L. BOOTH, P.E., S.E. JAMES R. CARLSEN, P.E. MICHAEL D. KATTERMANN, AICP As we discussed in your office on January 9, 2002, I am submitting the following application for Shoreline Development Permit, Unclassified Use Permit and SEPA Environmental Review for the utility and street improvements in the Foster Point neighborhood of Tukwila. The submittal package identifies the project's consistency with the City of Tukwila's Comprehensive Plan, Shorelines Management Regulations, and Zoning Code. The evaluation is based on the criteria outlined in the Shoreline Permit and Unclassified Use Permit information packets. We appreciate your assistance in the consideration of our application and look forward to the completion of the review process. Also enclosed, please find a JARPA application with the required application materials for transmittal to the appropriate agencies. In conversations with the Department of Natural Resources, it has come to our attention that the City will need to apply for a utility easement from the DNR to run the sewer force main across the 156t Avenue South bridge. The application form is enclosed for your convenience. If it would assist you to have AHBL assemble the required materials for submittal to the DNR, we would be pleased to provide you with a proposal. 316 OCCIDENTAL AVE. S, SUITE 320 SEATTLE, WA 98104 PH: (206) 267 -2425 FAX: (253) 267 -2429 Ms. Nora Gierloff October 25, 2002 Page 2 If you have any questions or comments, please feel free to contact me at (206) 267 -2425. Sincerely, Brad Medrud, AICP Project Planner BM /jlg c. Michael Cusick, City of Tukwila Public Works Department Jim Carlsen, AHBL, Inc. Owen Dennison, AHBL, Inc. gierlo102502 Special Provisions SP— 116 Description SSPS White Metal Blast Cleaning SP 5 Commercial Blast Cleaning SP 6 Brush -Off Blast Cleaning SP 7 Near -White Blast Cleaning SP 10 SIS SA 3. SA 2 SA 1 SA 2-1/2 The words "blast cleaning" or equivalent phrases of equal intent shall be taken to refer to the applicable SSPC and SIS specification when used in paint manufacturer's recommendations or these Specifications. Hand tool cleaning shall be used when power tool cleaning is not possible. Hand and power tool cleaning shall be in accordance with SSPC Specifications SP 2 and SP 3, respectively. The blast cleaning profile shall be 50 to 60 percent of the finish coat dry film thickness. In the case of equipment to which the manufacturer applies a primer coating in the shop after fabrication, the blast profile shall be 50 to 60 percent of the primer dry film thickness. The specific surface preparation type for each paint system is identified in the preceding materials portion of this section. 8- 35.7.2 Painting Site Either shop or field surface preparations and painting shall be acceptable when in conformance with these Specifications. 8- 35.7.3 Thickness All paint thicknesses specified herein are minimum dry film thickness (MDFT). Thickness of paint over metallic surfaces shall be measured with a magnetic thickness gauge. Paint thickness over wood or masonry shall vary in accordance with surface texture, but in no case shall the manufacturer's recommended coverage rate be exceeded. Thicknesses given are total coating thickness for the coating specified, including multiple coats of the same material, where applicable. Apply not less than the number of coats or minimum dry film thickness (MDFT) specified. 8 -35.8 Color Schedule No. Item Color 1. Exterior Concrete Block Walls Tan 2. Metal Wall Panels and Trim Dark Brown .Finish Flat Factory Finish RE -B /D Allentown/Foster Point Water and Sewer Improvements City of Tukwila Project Number 01 -SW02 Special Provisions SP — 117 3. Metal Flashing('),: 4. Interior Walls &Ceiling 5. Wet Well Walls & Ceiling Louvers, Doors & Frames Misc. Structural Steel (inside) 6. 7. 8. 9.. 10. Dark Brown White Blue Dark Brown Brown Misc. Structural Steel (outside) Dark Brown Non - Potable Water Piping Diesel Generator 11. Electric Motors 12. Electric Panels Fern Green Factory Finish Factory Finish Factory Finish Factory Finish Semi - Gloss RAVEN (see 8- 35.6.10) Gloss Semi -Gloss Semi -Gloss Semi -Gloss Bollards Safety Yellow : Semi -Gloss Anodized aluminum shall not be painted but is included for color reference. 8 -36 ROUGH CARPENTRY New 8 -36.1 General The extent of Rough Carpentry work is shown on the drawings and include but limited to the following: Wood framing, timber posts and beams, rooftop equipment bases and support curbs, wood grounds, nailers and blocking, wood furring and sheathing. 8 -36.2 References This section references the latest revisions of the following documents: Reference Title RE -BID Allentown /Foster Point Water and Sewer Improvements City of Tukwila •. Project Number 01 -SW02 '`, ; Special Provisions SP — 128 Assemble truss member in-design configuration indicated using jigs or other means to ensure uniformity and accuracy of assembly with close fitting joints. Position members to produce design camber indicated. Connect truss members by means of metal connector plates accurately located and securely fastened to each side of wood members by means indicated or approved. 8 -37.7 Execution 8- 37.7.1 Installation Erect and brace trusses to 'comply with recommendations of manufacturer and the Truss Plate Institute. Erect trusses with plane of truss webs vertical (plumb) and parallel to each other, located accurately at design spacings indicated. Hoist units in place by means of lifting equipment suited to sizes and types of trusses required, applied at designated lift points as recommended by fabricator; exercising care not to damage truss members or joints by out -of -plane bending or other causes. - Provide temporary bracing as required to maintain trusses plumb, parallel and in location indicated, until permanent bracing is installed. Anchor trusses securely at all bearing points to comply with methods and details indicated. Install permanent bracing and related components to enable trusses to maintain design- spacing, withstand live and dead loads including lateral loads, and to comply with other indicated .requirements. Do not cut, drill in to or remove truss members. 8 -38 METAL ROOF AND WALL PANELS New 8 -38.1 General 8- 38.1.1 Scope The work includes, but is not necessarily limited to, furnishing and installation of all metal roofing and wall panels, and accessories as indicated on the drawings and specified herein. 8 -38.2 Submittals A. Product Data: Submit manufacturer's technical product data, installation instructions and recommendations for Metal Roof and Wall Panel used. Include data substantiating that materials comply with requirements. RE -BID Allentown /Foster Point Water and Sewer Improvements City of Tukwila Project Number 01 -SW02 Special Provisions SP — 129 B. Samples: Prior to ordering products, submit manufacturer's standard color samples for Engineer's selection. Prior to starting work, submit four (4) 12" long panel samples showing shape and a representative color chip for Engineer's approval. C. Shop Drawings: Show panel layout, trim installation, and panel attachment. D. Site Conditions: Provide completed site condition form for the specified finish to suit project conditions. E. Warranty: - A. 'Manufacturer's Product Warranty Manufacturer's standard coating-performance warranty, as available for specified installation and environmental conditions. B. Contractor's Warranty Warrant panels, flashings, sealants, fasteners and accessories against defective materials and/or workmanship, to remain watertight and weatherproof with normal usage for two (2) years following project substantial completion date. 8 -38.3 Quality Assurance A. Installer's Qualifications: Installation of panels and accessories by installers with a.minimum of 5 years experience in panel projects of this nature. - B. Manufacturer's Qualifications: Manufacturer shall have a minimum of 10 years experience supplying metal roof and wall panels to the region where the work is to be done. C. Regulatory Agency Requirements: Comply with UBC and local Building Code requirements if more than those specified. 8 -38.4 Product Delivery, Storage and Handling A. Protect Against Damage And Discoloration. B. Handle Panels With Non - Marring Slings. C. Do Not Bend Panels. RE -BID Allentown /Foster Point Water and Sewer Improvements City of Tukwila Project Number 01 -SW02 Special Provisions SP — 130 D. Store Panels Abe Ground, With One End Elevated For Drainage. E. Protect Panels Against Standing Water And Condensation Between Adjacent Surfaces. F. If Panels Become Wet, Immediately Separate Sheets, Wipe Dry And Allow To Air Dry. G. Remove Any Strippable Film Prior To Installation And Do Not Allow To Remain On Panels In Extreme Cold, Heat Or In Direct Sunlight. 8-38.5 Products 8-38.5.1 'Approved Manufacturers . - . . Subject to compliance with project requirements, manufacturer(s) which may be incorporated into the work, include but is.n,ot limited to the following: IMSA Biiilding PrOducts Inc. or approved equal. 2141 MilwaukeeWay, Tacoma, Washington 98421, 253-9224963. 8-38.5.2 Materials Provide Metal Roof and Wall Panels and necessary flashing and accessories as indicated on drawings to match wall profile and color of Metal Roof and Wall Panel of existing structures at the facility. A. Panels: 1. Base Metal Steel conforming to ASTM A-924/A-792 Grade 40, thickness 24 gauge min. •2. Coatings Protective coatings conform to ASTM A-924/A-792, AZ50 (Zincalume 0). 3. Finish . Exterior finish includes a 0.2 mil thick corrosion-resistant primer and a 0.8 mil thick finish coat of DuratechTm5000 (Polyvinylidene Fluoride), full 70% Kynar 500®/Hylar 5000® for a total 1.0 mil dry film thickness, with a specular gloss of 10-15 when tested in accordance with ASTM D-523-89 at 60°. 4. Color Manufacturer's standard selection of not less than 12 colors (Match existing facility). B. Accessories: 1. Fasteners: Per mantifactiffer recommendation. 2. Sealant: RE-BID Allentown/Foster Point Water and Sewer Improvements • City of Tukwila Project Number 01-SWO2 Special Provisions §13 131 • a. 1 Gunnable Grade Caulking: Single component Urethane Caulk. b. Tape Sealant: Butyl. 3. Profile Closures: Neoprene or polyethylene foam, die-cut or formed to panel configuration. •4. 'Flashing Material, gauge and finish to Match panels. Do not use lead or copper. C, Fabrication: Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one- piece lengths and fabricate flashings and accessories in longest practical lengths._7z._ . - Roof panels shall be factory formed. Field formed panels are not acceptable. 838.6 Execution 8-38.6.1 Examination The contractor shall inspect installed work of other trades and verify that such work is complete to a point where this work may continue. Verify that installation may be made in accordance with approved shop drawings and manufacturer's instructions. RE-BID Allentown/Foster Point Water and Sewer Improvements *-:-. City of Tukwila • Project Number 01-SW02 1` CITY OF TUKWILA KING COUNTY, WASHINGTON FOSTER POINT WATER, SEWER, AND ROADWAY IMPROVEMENTS CITY PROJECT No 01 -WT 02, 01 -SW02 AND 01 -DRO2 CITY OFFICIALS MAYOR STEVE MULLET CITY COUNCIL JOE H. DUFFIE DAVID FENTON PAMELA LINDER JIM HAGGERTON PAM CARTER JOAN HERNANDEZ DENNIS ROBERTSON CITY ENGINEER DIRECTOR OF PUBLIC WORKS CITY CLERK BOB GIBERSON, PE JIM MORROW, P.E. JANE CANTU ri 671070 171 CMErptcea SuissILVeas laxlsogrAelisdi Ural nelm Weal TACOMA • SEATTLE 7215 North 301h Street SUI1B 300. Tacoma, WA 98403 253 3832422 la 3180adarool Memo South. Sae 31Q Seattle, WA98104 2082872425 78. ■ MARCH 2004 LEGEND DOSING CESCRP110N WE PGW1R/lELE. POLE Cur 1111E TELEPHONE .i TELEPHONE RISER CATCH USN STORM BRAN YH SANITARY SEALER IN SGN HYDRANT FRE DEPT CONNECTION WATER VALVE WATER IIEIER DIRE FENCE CHAD! IDS FENCE NUOD FENCE CONTOURS ON-91E CEAkNC MS SILT FENCE STORY BRAN UNE WATER LDC FRE SERVICE SANITARY SENOR UNE ROOF GRAN LINE ROCKERY RUNFORCED FILL BLOC( RETADRIG WALL STANDARD DUTY PAYING SPOT EEVAIION PRDPOSED X • • • • • 700(.70 . CF -CURB FACE FO-fW EKED GRADE 1W-TCP OF NWL HP-HIGH PONT LP-LOW POINT CB -GRADE BREAK DATUM REFERENCE NOTES VERTICAL: 1929 UGS HORIZONTAL: WASHINGTON COORDINATE SYSTEM, NORTH ZONE BENCHMARK. 4' DIA. US ARMY CORPS OF ENGINEERS ALUM. DEC MARKED CFBC 2001 WITH A PUBIS ELEVATKIN OF 21.35 NGVD 83/91 CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 ■ GENERAL NOTES. 1. 2. VICINITY MAP NOT TO SCALE CONTRACTOR SHALL NOTIFY 1 -CALL PRIOR TO ANY EXCAVATION OR POTHOUNG. DOSING UTILITIES, INCLUDING A 2 GAS MAN. 6' RENDERING PLANT FORCE MAIN, FIBER OPT1C, AND UTIUTY POLES ARE LOCATED WITHIN CLOSE PROXIMITY TO THE NEW UTIUTIES THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES TO COORDINATE CROSSINGS TO MINIMIZE THE POTENTIAL UTDJTY CONFUCTS 3. DEPTH OF THE SIX (6) INCH SANITARY SIDE SEWER PIPE SHALL BE AT LEAST FIVE (5) FEET AT THE R -O-W UNE, (WHERE FEASIBLE). CONTRACTOR SHALL INSTALL A 6' WATERTIGHT PLUG AT THE RIGHT OF WAY UNE THE ACTUAL LOCATION OF THE 6' SIDE SEWER LATERALS SHOWN HEREIN ARE FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE FIELD VERIFIED. SIDE SEWER LOCATIONS SHALL BE MODIFIED ACCORDING TO THE EXISTING BUILDING PLUMBING LOCATION(S) AND COORDINATED WITH THE PROPERTY OWNERS 4. ALL FENCES, SIGNS, PAPER BOXES, ETC. THAT ARE REMOVED CR DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN THEIR ORIGINAL POSITION. ALL MAIL BOXES SHALL BE TEMPORARILY LOCATED TO PROVIDE CONTINUOUS SERVICE CONTACT THE LOCAL POSTMASTER FOR REINSTALLATION LOCATION OF MAILBOXES 5. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THAT THE EXISTING FACILITIES REMAIN FULLY OPERATIONAL DURING ALL STAGES OF CONSTRUCTION. OVERFLOWS OR SURCHARGES OF UNTREATED SEWAGE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR TEMPORARY BYPASS PUMPING INCLUDING TEMPORARY POWER SERVICE AND CONTROLS 6. A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF RECORD DRAWINGS SEE SPECIFICATIONS CITY OF TUKWIIA PUBLIC 'WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by designed DNB drown MC M.dc.d Jc Prof .Iw JC ` dote ..- ;..�. ©ROTC Pro! db field bk no TACOMA • BEATTLO atubssesmtirmlessxmai MOAMMETONAMPFAIMAMMAI MOM CT on= 8/27/05 Niffeto © ilij, • Too.. e r we 0 PR imei -1!®171 EM MOM 1 ®EMI IIIWI BIli/ �lII RE =®IMI I;mil ®Y 10 ®N�OWErl,•� '‘521111011111111111 11 IMMEIIIENIILINIWiriff 1 `gtti,..111 p © LOCATION MAP NOT TO SCALE SHEET. INDEX SHEET NO. SHEET 1111E C0.01 COVER SHEET C1.01 WATER, SEWER & ROADWAY IMPROVEMENTS C1.02 WATER, SEWER & ROADWAY IMPROVEMENTS C1.03 WATER, SEWER & ROADWAY IMPROVEMENTS C1.04 WATER, SEWER & ROADWAY IMPROVEMENTS C1.05 WATER, SEWER & ROADWAY IMPROVEMENTS C1.06 WATER, SEWER & ROADWAY IMPROVEMENTS C1.07 WATER, SEWER & ROADWAY IMPROVEMENTS C2.01 S. 130TH ST. WATER MAIN IMPROVEMENTS C2.02 S 130TH ST. WATER MAIN IMPROVEMENTS C2.03 S 1301H ST. WATER MAIN IMPROVEMENTS C2.04 S 130TH ST. WATER MAIN IMPROVEMENTS C3.01 LIFT STATION C4.01 INTERURBAN AVENUE FORCE MAIN C4.02 INTERURBAN AVENUE FORCE MAIN C5.01 NOTES, DETAILS & SECTIONS C5.02 NOTES, DETAILS & SECTIONS C5.03 NOTES, DETAILS & SECTIONS C5.04 NOTES, DETAILS & SECTIONS C5.05 NOTES, DETAILS & SECTIONS C5.06 NOTES, DETAILS & SECTIONS SHEET NO. S -1 S-2 S -3 S -4 S-5 E -I E -2 E -3 SHEET TITLE GENERAL STRUCTURAL NOTES TYPICAL DETAILS PUMP HOUSE PLAN AND ELEVATIONS PUMP HOUSE SECTIONS AND DETAILS MANHOLE GRATE - SUPPORT /FRAME DETAILS LEGEND AND SCHEDULES SITE PLAN POWER AND UGHTNG PLAN DRA:Fir FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS COVER SHEET no date revisions 00.01 file no 201142 Scale NONE dote 03/06/04 1 CLTtALD %HEATON 2172000160 13361 568 AVE S x 01Y CF TUKYaA A I STA, RALPH HATTOI 2172000155 3935 1131H ST. SEATRE. WA 98168 EAST RIVER'TON GARDEN RALPH HAT10N 2172000155 3935 113TH ST. SEATTLE. WA 98168 EXCHANGE FACILITATOR CORP 2172000145- . - _. 2624 EASTLAKE AVE. E SEATTLE.' WA 98178 KEITH CALLNGWWD.! 2172000140 PO 800 8404S SEAM WA 98124 LYMN DAMS _.. ..- 2172000130 1 13341 56TH AVE S 1 YARYEII 18MIIEHEAD 2172000125 2172=126 13335 561H AVE. S 0 HOG %IRE FENCE 7.. 6' WOOD .. -. S MOD FEN 8 IMMISM 11. 8 CS w NNUAY TOON ty 217 000165 13360 561H AVE. S pi LOW POINT ELEV = 17.70 LOW POINT STA = 14+95.18 PM STA = 14+65. PV1 ELEV = 17.40; A.D. = 3.81 K - 26.21 100.00' VC 14' 1. _ ' DROP S94i IC TYPE 1 (487. RIY 18.03 E 1.03 8' (N) E0.93a.(Wl...,- E 9.48 8' (S) 10I1H 1911FR 2172000175 13354 56TH AV0. S. EMOTE AKtRS 2172000185 13344 56111 AVE. 5. 56TH AVENUE S. SCALE: 10= 20' HORZ. 10= 4' VERT. 5SYH 1 TYPE 1 -,48'• RW EL 18.24 LE -1.65 -8�(N) IE. 055' "'-+"(SET'_ SSYH 18 TYPE 1 (48'1 1141 18.24 _IE 1.458• NE) 01338`-5) 1 1 EXIST. CB 1A RIM EL =16.97 LE.= 14.95 - r (S -DOSE) SSYH IA TYPE 1 4811 EL 17.30 . IE 10.08 - 8' (N) STO LI EPTDR jIB RIM EL. =17.47 LE.= 15.14 - 8• (S) + leo :m MIGHT 60ECHIER • 2172000190 13340 56114 AVE. 5. HIGH POINT ELEV = 18.80 HIGH POINT_STA o 16+75.20 PTA STA = 16+75 PVI ELEV =18.99 A.D. = -1.51 K = 66.40 - 100.00' VC - I PROPOSED ' y . :._x. I 1 � t -`- 2411 -B•PVC 0.42% • . FORCE MAN T . COSTING 2• WATER MAN ' of EAST RIVERTON GARDEN BRIAN YRIFR 2172000195 13336 56114 AYE S 8 RiILIGH NORWICH 2172003205 13328 56114 AYE S LOW POINT ELEV = 18.04 PM STA a 18 +20 } P 1 ELEV = 17.90 A.D. = 1.50 K =50.00 75.00' VC m ;T DILSTOCT7VDO ERl1RE- N 1.4 W W W z J CONSTRUCTION NOTES 0 ..- - NEW 6.F PVC SDE . 7• 131 E ROW W€ ER6ET n ()CONNECT COMIC WATER 5ERVKE co 8• WATER 9101 0 REPLACE DOMING FRE HYDRANT 81114 NEW EIRE HYDRANT Ark FROM 8' SETTER PIPE TO PER DETAIL ® PAYE DRIVEWAY TO RIGHT OF WAY. PROVIDE CUM AT ALL DRIVEWAY ENTRANCES PER rc,, ®PROVIDE CONCRETE cow CURB AND cum PER DETAIL ®RELOCATE on Box '7 0 CONTRACTOR 91A11. MUST 02811 G YMOlan, CATCH BASNNS, WATER WEBS, AND VALVE BOXES TO GRADE ©RLI.00AIE POWER POLE AND GUY on. commit 80TH UOUTY PURVEYOR ILO CAUTION: POTENTIAL our( cO1FUCTS OO 081800OR TO VERIFY (POTHOLE) Ex*CT LDCATKIN AND DEPTH OF 00511140 UTILITY. 500 ORDER OF NOWT IN CONTRACT SPE0F1CAT10N5 0 DOS= WATER YAM SHALL ROAM M MINCE UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM HAS BEEN WTNESSED BY 114E CITY, AND THE 00511145 PAIR SERVICES HAVE BEEN TRANSFERRED TO THE NEW SYSTEM. NE 0053810 9851+11 SHALL 1101 BE ABANDONED N PLACE = I CIREMOVE CATCH BASH, PLUG STORY DRAIN 0010U910001iMO O STORY DRAIN LOCATED 8011491 ROADWAY LIMITS, ABANDON DRAW 1- N PLACE AT OTHER LOCATIONS. @ DEPRESS CURB FOR cum MCVLWAY ill TtLY 5 13324 1 �r• ,=:E4:'. . :`: - ;222IF..12'.CPEP0;065Xr, : - CB /3 11M0..o17.70 ^o IL. .12.80.- -12'.(N) -- - ° O8/2 RIM O... 17.70 I.E.= 1.120 = 6• (E) W� z der mo of N Gro 14+00 - 14+40 14+80 18+20 15+40 CITY OF TUKVVIIA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- 10+00 18+40 by designed DY8 dram MC chocked x Pm! .o9 JC Pmt field ek no dot. 10+00 TACOMA_ seATTLe Amt MatY=lTMATAMe swam 1 OHMS 8127 / OS I 17+40 18+00 1840 10+80 1 13 PROVDE CONCRETE INCASEMENT FOR SANITARY SERER is 14 REEOCATE EXISTING WATER METER MOVE +)091145 . 1I LATERAL PER OCTAL WATER %RACE AWAY FROM PAVEMENT IS PROVIDE HANDICAPPED RAMP CUT N CURB RETURN AT MIDPOINT OF CURVE. 0 REPLACE COSTING 24. OIP 116TH NEW 24' OP PIPE N THE SAE VERTICAL AND HORIZONTAL LOCATION. 17 PROVO( 24. 1R 1 NAMED CIP STEEL STORM SEVER. 16 PROVDE SLT 88ICE. 19 SAWCUT W51145 ASPHALT. ® CONNECT EXISTING YARD DRAM TO NEW STORM YAOL 000RDNAIE 80114 PROPERTY OWNER RR CQMEC11011 CALL 48 HOURS BEFORE YOU DIG 1-800 -424 -5555 ®IW�A{ 1ti '� 4�uI1�IMN albs ��rtr sae 0 KEY MAP SCALE: 1'= 500' FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. STA 13 +80 - 19 +20 no dots revisions [CtOl] e no 201142 scale AS SHOWN date 03/08/04 tb) /6\ .dwg, Layoutl, 3/17/2004 3:17:58 PM, dwalker, Oce TDS80012x18.pc3, ARCH expand B (18.00 x 12.00 Inches), 1:2 '11 S `a.,, >, I I 1 1 IbI `' ` y' 1 I 1 1 I 133RD ST STA: 40+00.00 +� < BRYCE TINGEY RICKY BOLGEN al �� I 14ROV1 • -•' « `; 2172000110 2172000105 2172000095 �° I _ 2172000095 DE 13325 S - 13319 56TH AVE. S 13315 56111 AVE 5 13309 56M AVE 5 c 13309 561H AVE S A ,2233' DETAL If I- 1 18 c� 4VC 0 71 R .`. E S'n 1 g a 8 �� I. ]y 1- -O - -- 1 1. IN ` O S s O r 0 0 0 �� O m p O. ED 1��C'?�(( dr 'TWA iP F �a:NVEWit liOi ii �ea�� =Waif � w Si it, .c;∎ �a = . PIM", WNW Ill ,. k'I[i 1 X4'.:4• / Elk ....' NISI NM IIIIMM .Iti� ®,>1�9�!!�1 10!rO�!Ike •• ., EAST R±t7pM'nERTppOpp N ERIC AND JULIA BENDFTLT 2172000080 13301 561H AVE. S 1 O 0 oW JONEIH AUlBRITTON 2172000215 13312 56111 AVE S HIGH POINT ELEV = 18.62 40GH -POINT - STA . = - 19+37.60 -- PV1 STA = 19 +451 P'1 ELEV =18.84! A.D. = -1.761 K ;= 56.80 T�7 0 PAMELA HARK 2172000075 13067 561H AVE. S O © = .._.:,:.;� b-v`. ��+ r:m�".'�>�a..: ink-.. �,..,.,..,.. BRADLEY RANEISI 2172000070 3055 56114 AVE i I1 I 1 0 Ir JOSEPH AN 21 13049 56TH 0 0 d I CONSTRUCTION NOTES Q1 PROVGE NEW 6' PYC SIDE 'i r FROM 8 SEWER PIPE 10 THER0W614EPERDET -- Q2 CONNECT OOLESnc WATER SEANCE To 8' WATER MAN Q3 REPLACE 0051940 FRE HYDRANT NTH NEW FIRE HYDRANT PER DEAL mionsousess -. 4 4 ▪ .� t .' � ': .���� add �,tg o SSMH/4 ,r\fj{a% +0110 n f� - - --� 300 R+97.37. w� '�I,� -„ g" G PROVIDE 4 - .��. ` ! gg ° rte G TEE C8 15& o STA 40+50.03 . . !� STA 40+52.03 OFFSET 11.17 R VESET 11.17 L 0 :0 0 0 FNAF INVESILINT CO. 2172000225 N 222 LF := 121:OPEP.;Q65X • - B-2'- NHiB�M 2 LAM • 1 1 SS1O1 2 (48) RIM EL = 1 &15i EAST rr CB 14 56TH AVENUE S. E705NNG PROfLE SCALE: 1 "= 20' HORZ. 1 "= 4' VERT. • - - _ - - - - -- - == COSTING 6 FORCE MAIN - E9JSiRGE°iYA7FRLIA�_= ---- - - _ 0 w` J 174;1+ 12!?.CPEP o53x co 14 -: LE= 12.60; •8' (E) RIM EL =17.51 SSW 3 (48') RM EL = 18.17 CB IS. TYPE 2 (481 RMEL =17.51 = 12'(NWS)' 0 68 15.11 RIVE +TON mP SARDEN LOW POINT ELEV = 15.36 LOW POINT:STA = 23+10.55 PM STA = 23+05 PV1 ELEV = 15.20! A.D. = 1.76 I K = 42.60 75.00' VC O F/4 MV CO. 110 21720100250 13302 551)4 AVE S F/N INV CO. LIC 21720100250 13302 56111 AVE. S • HIGH POINT ELEV - 15.80 : HICH POINT; STA - .24+01.18 PV1 STA - 24+05: ELEV - 15.95... -- A.D: - -1.67 K -44.91 75.00' VC ENSTINC Y FIBER OPDCS- 1 - - - - -- 1 --t - - - = = =c z§111 - - - . _ems. DOSIINB WA1F11 UNE ; A Vi w_ W Aril ® PAVE DRIVEWAY TO RIGHT OF WAY. PROVIDE CURB AT ALL DRIVEWAY 0l1RANG S PER GET Q5 PROVIDE CONCRETE CEMENT CURB A!D Gu71FR PER MEAL © RELOCATE MAIL Box ., O7 CONTRACTOR 9U11 ADJUST 08511NG MANHOLES. CATCH . BASINS WATER MILERS, AND VALVE 80705 TO GRADE. 0 1111CCATE POKER POLE AND CLAY EWE. OOOROMATE NTH u1WTY PURVEYOR. I® CAUTION: POTENTIAL U1un COWUCIS CONTRACTOR TO VERIFY (P0I11011) EXACT LOWER AND DEPTH OF EASING UTR11Y. SEE ORDER OF 1113 611 IN CONTRACT SPECIFICATIONS 10 100S1910 WATER MAN SHALL REMAIN N SERVICE UNTIL A 1 SUCCESSFUL PURITY AND PRESSURE LEST OF THE NEW SYSTEM HAS BEEN WITNESSED BY THE an AND THE EO511NG WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW SYSTEM: THE COSMO SYSTEM SHALL THEN BE ABANDONED N PLACE 111 RENO' CATOF USN. PLUG STORY DUN. 00E1194 EOSTDC. STORM DRAIN LOCATED DIM ROADWAY LAMES, ABANDON DRAIN N PLACE AT OTHER LOCATIONS 1 12 DEPRESS 0R8 FOR FU1L4 PM-WAY 13 PROVIDE CONCRETE E(CASF10l7 FOR SANITARY SEWER Aik Tom. ()RELOCATE E9SIING WATER MLIER, MOVE EOM A r�7 LATERAL PER DETAL WATER SERVICE AWAY TROY PAWIWENT - - 1S PROVIDE HAF0G)PPED RAMP CUT M CUM KERN AT I MDPWNT OF CURVE. 16 REPLACE 0051910 24' OP WIN NEW 24' CARP PIPE IN THE SINE VERRCAL AND N082087AL LOCARON. . I 17 PROVIDE 24' 111. 1 ALLOWED PIP STEEL STORM SEM. ! 1 18 PROVIDE SLT PENCE I 19 SMUT 1=1125 ASPHALT ., ® CONFECT F79SRNG two DRAM 10 NEW STORY MAN. COPULATE NM PROPERTY OMIER F00 COLINEC110N Y»! SSW SDMR A TYPE 2 (48') 1 , •� F:, :.�;.,;. RIM EL = 15.87 . LE= 10.62 - 12' (SW,S,NE) STA SEE PLAN ABOVE] R94 1 .23 (E 6.88 - 8' IN (N&W) ; IE4.3) -8'01 i gm GB (/ RIM EL = 15.02 C8 15 RIM EL = 1502 =41.16= 10+60 20+00 21 +20 21+60 22+00 22+10 22+60. 23+20 24+10 taw s CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote designed drown 00)6 1A0 cheek.d orol e,g Pro1d JC Field bk no strip. -. - raffia v >' "X; ©O D 0 TACOMA • 6.eATTLe =MUM gm aearr••e,ua•••wlwan swam ORAL Iona 8 / 77 /05 CALL 48 HOURS BEFORE YOU DIG 1- 800- 424 -5555 KEY MAP FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. STA 19 +20 • 24 +60 no date revisions ) F Ccto e no 20102 scale AS SHOWN date 03/08/04 U- Li LE- =3.26 -8"111 1.E =344 -8'11 "- IE4.21 -8' S) i 45 I- =alb -8 4 Xll LE= -8 OUT 10+60 20+00 21 +20 21+60 22+00 22+10 22+60. 23+20 24+10 taw s CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote designed drown 00)6 1A0 cheek.d orol e,g Pro1d JC Field bk no strip. -. - raffia v >' "X; ©O D 0 TACOMA • 6.eATTLe =MUM gm aearr••e,ua•••wlwan swam ORAL Iona 8 / 77 /05 CALL 48 HOURS BEFORE YOU DIG 1- 800- 424 -5555 KEY MAP FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. STA 19 +20 • 24 +60 no date revisions ) F Ccto e no 20102 scale AS SHOWN date 03/08/04 U- Li THONAS JONES 21720050 13039 561N AVE. S. 1I188LA, WA 98178 :LC: 1 ;4;;k 7.62- EAST /. W U00 _ 1I � 1 1.498357 1 09 1A98 5T 13003 56TH AVE. S PO 801(`88901.. PO 800 68901 ct =MLA, WA 98176 SOATILE, WA 9813 _ ;SEATTLE, WA 98138 ! 0' BRYAN ARCHER 217200025 - 13013 5619 NE S wow. WA 98178 • JAMES DIVERS 2172000020 13009 5619 440. S TUK841A WA 98178 CHARLES BRAIDER 217200005 A 13003 56TH AVE. S 41.'**1lKWLA WA 981 (tc ,s - t CONSTRUCTION NOTES PROVIDE NEW 6 PVC SIDE • a 1' FROM 8' SEVER PIPE TO THE ROW LINE PER DET A X00 + , Q 0901007 DOYESRC WATER SERVICE TO 8' W406 YAN 0 REPLACE COSTING FRE HYDRANT WIN NEW FIRE HYDRANT PER DUAL to ' � ,� �it� his _ cs • 0� 6 IS Pea tid t®II401ie.s%MM _ � al'i as r'a�riar �•. ,.1�'1� Pa= ;u ' . oneormak -- L"a iiss*p • 0 8' PHOTENIA HE 11 0 UNX FENCE w 1 5• CHAIN UNN FENCE 10 N- O 'v W I- EARL CALKINS 2172000266 13042 561H ME. S LOW POINT ELEV =' 15.04 LOW POINT STA = 25+26.94 PVI ELEV = 14.80 :A.D. = 1.96 K = 51.02 100.00' VC • DOOM NEFF 2172000275 13036 56171 AVE S m + N EXISTING PROFILE 04 CHARLES BRATCHER 2172000280 13030 561H AVE S • EAST RIVERTON GARDEN • SCALE: 1"= 20' HORZ. 111= 4' VERT. BVCSti 26+17.50 ' CHARLES 004101ER 2172000280 13030 5619 AVE. S 0t 4 103201 9'4, 13008 57TH AVE S. g ; `, $FAIRE, WA 98178 1 56TH AVENUE S. HIGH POINT ELEV.,/ = 15.94 HIGH POINT STA = 26+61.07 'PV4'STA = 26+55 PVI "ELEV ' =;16:10' A.D. - -1.79 • K - 41.90 75.00' VC • n A lJ Of m - i N N la co I r LOW POINT ELEV - 15.48 LOW POINT :STA - 27+61.15 PVI STA = 27 +65 PVI EtEV .n; 18;18;- A.D. = 1.62 K`= 61.54. 100.00' VC I t i�3198 6 1 _ , FORTE MAN C8 i8 RDA EL. =14.70 LE= 11.65 - 12' (E) of M CB/9 , 00RBI EL. =14.70 LE= 11.75 - 12' S) IL =11.75 -8'( S5MH 5 TYPE t -48'0 PoYEL =15.59 LE &63 -8'N LE=I &53 - 8' OUT ^i + co • HIGH POINT ELEV = 15.94 i HIGH POINT STA = 28 +.4.49 P1 STA = 28 +65' PVT' ELEV 76.15; AD; _ -2.43 `. K := 30.85 75.00' VC • . 1240191 LONG 2172000296 13004 561)4 AVE S 0351848 - GAS LNE PROPOSED FROFIE S J J LOW POINT ELEV -15.06 LOW POLNT'STA - 29 +50.44 PVI ELEV - 14.901 A.D. -2.56 K 19.56 50.00' VC _ - - -- - 00S1ING Y FIBER Ceti? .. :€8110 g:Rill EL. =15.14 IL= 12.11 -' 12' N) I,E =12,11_ -' 8..(E).. N e; C8�11 ;R1MEL =15.14 t LE =12.19 -8'(W) • _ J12 bO51NG 4' WATER MAN R8. EL _= 14.72 . ' .. ....._._.__........ LE.6 11.58 - 62-( E) • C8 113 RIM EL-' =- 14.72-" - IL= 11.58 - 8' (9) VD ID ID N N Id O O ID ID of in N ID . Irl N r N ea h ID 0. Id n N 10 ID N ID ID • ID ID N ID N W1 141 1` W ID Ad Ad N ID Uf IA 0 6.26'11 REPLACE W/I O STOROI EPTOR 4501 09190.. =15.01 be EXy LE= 981 out DS SSMH 6 ® RM EL = 1500 I.1= 10.00 - 8' OUT RIM 15.0 IE,9.81 24+80 25+20 25+60 26 +00 26+40 26+80 27 +20 27 +60 CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING- STREETS WATER- SEVYER- PARKS- BYILDING- by designed 0148 dr0ra MC died,d wan e"9 JC Prop dk Add bk no data :.3 °:3 c DW O TACOMA • 9eArTLe LI_c 0.611. aa�esnm a.e.Ife�lirlRa=nl m = • 28 +00 28+40 28+80 29 +20 29+60 ()PAW DRIVEWAY TO RICK OF WAY. PROVIDE 0R8 AT ALL DRIVEWAY ENTRANCES PER CET n. •,a•m QS PROVIDE ONOETE CEMENT CURB AND CUTTER ArA PER DETAL © RELOCATE YAL 80x fie 2-7 O7 ONIRACTOR SHAD. ADJUST COSTING MANHOLES, CATCH BARNS, WATER METERS, MO VALVE BOXES TO GRADE. © RELOCATE RIVER POLE AND GUY VIRE 000RDNATE MTH UTILITY PURVEYOR. Q9 CAUTDN: PORT4INL UTLJIY COIFUCTS CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATOR AND OEPIH OF DOSING u1DITY. SEE ORDER OF VIM IN 00NIRACT SPEGFlCA110NS 00 COSTING NEATER YAM SHALL REMAIN IN sawn UNTIL A SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SY51EY HAS BEEN RUNES= BY RE art AND THE COSTING WATER SERVICES HAVE BEEN 1RAN5FERRED 10 1110 NEW SYSTEM. THE DOSIMC S131131 RIA11 DEN BE ABANDONED IN PLACE 11 R010VE C:AT01 BAWL PLUG STORY ORAN. aortal 005110 STORY DRAM LOCATED UM ROADWAY UNITS, ABANDON DRAIN M RACE AT OTHER LOCATIONS. 12 DEPRESS CRAB FOR FUTURE DRIVEWAY rte/ 13 PROVIDE CONCRETE ENOLSOENT FOR SANITARY S EWER %1 14 RELOCATE 005096 WATER NETER, YOKE EASING .A LATERAL PER DETAIL WATER SERNCE AWAY FROM PAVEMENT ()PRUDE HANDICAPPED RAMP CDT N MB RETURN AT MIDPOINT C CURVE ()REPLACE EOSING 24' CUP WTI NEW 24' cup PIPE IN THE SALE VERTICAL AND HCRQONFAL LOCATION. 17 FRONDE 24' TR. 1 ALUMINIZED OW STOL STORY SEVER. 18 PR0MDE SLT FDIC 19 SAVICUT DOSING ASPHALT. CONNECT 005TING YARD ORAN 10 NEW STCRU YADI. 000RDNAIE MTh PROPERTY 01114ER FOR 00981101109 10 CALL 48 HOURS BEFORE YOU DIG 1 -800- 4245555 towns 8/27/85 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 56TH AVENUE S. PROFILE STA 24 +60 - 29 +80 1' iE71F1'4L vimmiatimir . "ItAT • KEY MAP SCALE: 1'= 500' date revisions 'CiA3 ■ II) 110 201142 scale AS SHOWN date 03/08/04 r"." (J'T i r • L4 ICKEN FENCE +g6 0i 18 STk 43+57.14 CfFSET: 11.171. STA: 43+57.14 OFFSET: 11.17 R SEE SHEET C1.05 KARL MCLANUS 2172000242 5610 5 133V3 St 11ACNIA. WA 98178 DANIEL EGRET 2172000240 5612 S 133RD Sr. IIA(NA.AV WA 98178 SUZANNE SEIFERT 2172000241 5630 S 133RD ST. SEATILE, WA 98178 DIANE BUCK 2172000335 13048 57114 AVE S 1UKW9.A WA 98178 SovH fl (SEE MEET C1.02) ce sal EAST • RIVER i Cliff GARDEN 401-1NECT TD rT lso16 DRAIN e>v e�`' • gt GERALDOES KNNER 2172000330 5710 133RD 5T. NK#IL , WA 98178 EST 9IVERTON dARDEN ! CONSTRUCTION NOTES 0 PROVIDE 11118' PVC SIDE • 1' FROM 8. SEVER PIPE 7D 11E ROW U1E PER DET n A Q CONNECT D01E511C WATER SERVICE TO 8• WATER MAN ()REPLACE COSTING FIRE HYDRANT WTH MI FIRE MINT Pat DETAIL OPAW DRIVEWAY TO RIGHT OF WAY. PROVIDE CURB AT AIL DRIVEWAY ENIRANCES PER DET � Ali !eV Q5 PROWE CO IC E1E COOT CURB AND GUTTER PER DETAIL 0 CCNIRACTOR 91ALL ADJUST IDLING HANKIES, CATCH BASINS, WATER METERS, AND VALVE BODES 10 GRADE , 0 RELOCATE POWER POLE ANA GLLY NNE COORDINATE NM UTNTY PURVEYOR. ,{ ../2A L• 1,k 1 E)a510/G 37.0 24' CMP 18 _ YJ T D _ ,Y = ® 11/� t 's . �aP �al�.lrA an NI :ems ' �, .. - ___ a ®L ®" 1737 IF 24' OAP AGE DOSING BMO( 'ROCK DUR9IG ON REPLACE AND NEW ARYOR 6•- 24•.:10,1OE01T OF ORNCPIAL ARYOR EIEVARON.' e19� ST 0`� d�' 0 e$ , EE /ER T ON • +befi fi!RT.rS'N (SEE SHEET CI.o2) FNBf INVESTMENT CO. 15 S. 133RD ± TREET K•') ':2 % ::7J Fiz :n ;"EI.LV. 15.5; -.- SCALE: 1e= 20' FiORZ.;' 1e =• 4' VERT.' Lvw P'OIrE F t1Y = 15.7 LOW P01NT :STA = 43 +57. PVI STA = 43 +651 PV1 V = 15.44 A.D. =3.14 ' ELE K 23.87. _. r.. 75.00' VC • o; _ - PROPOSED PROFILE O ✓ 24 (1)14 mm 8 N .m TOW P01NT-ELEV =:- 15.22.. LOW POINT STA = 40+52.03 PV1 STA = 40+50 PVI ELEV 1449 'A.D. - 3.70' K =-13 :51T " 50.00• VC ' YH- i N CATOI BASIN 998 03 R81- 15.49' 12" CONC SE 13.2 12' IL 11 Ir q1 LF '-',t2' CPEP 0:0.32% I ?: 13. -111tH -POINT ELEV = 15:99 HIGH POINT STA = 41 +34.54 • PVI STA = 41 +20 PVI ELEV, = 16.18 A.O. = -2.45 75.00' VC W S yy�yh} co 02 oo» D3S11NG PROFILE p^1 RIM- 16.13' 1r OONC SE 12.53' 1r cam NW 12.48' LOW' POINT ELEV.= 15.75 LOW POINT STA = 41+92.15 PVI STA = 42+00 PV1 ELEV - 15.58 . I A.D. - 1.90 .75.00• VC • • -0.758 _ - - - -_- (SEE SHEET C1.02) SSW 4 OUTSIDE CROP (SEE SHEET C1.02) C8'114 HIGH POINT-ELEV-=-16:28. HIGH POINT STA - 42 +78.52 • PM STA = 42 +80 • PVI ELEV. - 16.50 A.D. -, -2.39 4•• - • __.K - 31:40-_..___..,,. 75.00• VC CATCH 8ASIN•1082 RW -1 &18- 24' CCNC sE -10.73 12- CONC NW 10.90' 12- NC 11.88' V 11 - - -- tom=-.- -..� -_ '-I L _ -- -- _ _ - - - -- _ c142.1F ;� >,12';CPER.JO.0.32$ 1,I 10 o • RILL EL = 14.88 RTM EL = 14.88 ' LE= 10.50 - LE= 10.42 - 12'. (W,E) 1E =10.42 -8'(5) COSTING 8' WATER MAIN ' CATCH BASH 1017 • •• SOU) UD : • s� .:.,70;1Fr*i1�2x "CPEP 0,0.51x;: bf:Ly�jESa$1K4 :' e: 1I11111a3L a . 'RILE EL' = 15:41 --_. LE =10.12 -8'( LE= 10.12 - 1t, C8417 84 RIM EL - 15.41 • LE.e 10.34 -8.0 N ' 5901 7 RN 0- =16.03. LE.=5.51 -8 84 LE. -5.41- 8' OUT e -rd: DES .' ox` =ESA xs 3381Fe ELI: SS• 0.0:40% STORIICEPTOR 900 RIN_EL a..164f...._., LE. =9.71 -12• (N, I.E= 9.47 - 24' (E) (SEE S 133RD PIPE PROFILE TO RIGHT) 08 4 18 : PoYEL -15.39 ye 08 4 19 PoY-9g I.E- EL 10.0.3 15.3 - 8• , I.E= 10.03 12• (,S II 11' :J1 -__ 4: s1MH 1438 X01121 &55 1 011---20-CLIP" SE 9. 24' GATE N GOO '1 mN �It ON �u1 co Sul N o, �' '•'n CD' OO�i ..ul 'O, .N..° Obi m00 o �� N� • � OoD � 00 n � n� •-. trC a OS oc" Zvi c �N c%'. BI ui 40+00 40+40 40+80 41 +20 41 +60 CITY OF TUKWILA PUBLIC WORKS DEPT. 42 +00 42 +40 42 +80 43+20 0 43+60 - ENGINEERING- STREETS WATER - SEWER- PARKS- BUILDING- 11dd 0k no �,�- rr.• l�sVM CIWOEI TACOMA • 6eATTLe NURMOIe -le .mTamellNW ' am uriesrraMEMOMT , =MO al r• 1 ones 8/27/05 1 onte CONTRACTOR 9WL AVOID CONSIRUCIION OF 24' OR DURING HIGH WAIER CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 ■ STORMCEPTOR 900 STA 42 +57.66;. 22.4 RT RIM 16.63 • IE 9.71 12' (NA IE 9.47 24' (E 0 CAURON: POTENTIAL UTSITY CO 1FUCTS CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AW DEPM OF DOSING UTUTY. SEE ORDER OF WORN N CONTRACT SPEQHCA1LONS. ()EXISTING WATER MAN SHALL REMAIN 11 SERVICE UNTIL A SUCCESSFUL PURITY AND PRESSURE 1EST OF 1110 NEW SYS1D1 HAS BEEN V IDE59D BY 1HE 01Y, AND 1140 DOSING WATER SERVICES HAW BEEN 1RANWERRED TO 1HE NEW SYSTEM. THE DOSING SY51E11 SHALL THEN BE ABANDONED N PLACE ()ROME MYE CAITCH BASIN. PLUG STORY DRAIN. 00HOL15H EASING STORY DRAW LOCAIED NM ROADWAY 113115, ARMOR DRAIN N PLACE AT OIHER L0CA110NS <■ 12 DEPRESS CURB fat FUIUIE DRIVEWAY 13 PROVIDE CONCRETE ENCA931E14f FOR SANITARY SUER LATERAL PER DETAIL 14 RELOCATE memo WATER ME1ER. HOVE EASING WA1ER SERVICE AWAY FROM PAVI9&NT Ali ()PROVIDE HANDICAPPED RAMP CUT N CURB RETURN AT YDPOAR OF 0-WW. 16 REPLACE DOSING 24. OF WE1H NEW 24' OAP PPE ©PROVIDE 24' 112. 1 AWYNIZED CIP STIR STORY SEVER 18 PROVIDE 91.7 FENCE © UNCUT DOSING ASPHALT. ©0 CONECT EXISTING YARD CLAN TO NEW STONE VAN. COORDNA1E ICTH PROPERTY OVER FOR C00EC1101 1 . EX SDMH 1436 1._ RIM 18.55 Z:I 24. OAP SE 9.37 I j 24• GATE NW 9.42 Ca IRACIIR 7D I PRESERVE • • PROVIDE 2e GA9(EIED : COUPLING. MATCH INVERTS MEAN HIGHER HIGH\WAIER- (ElEV 80 LF 16 Cop 0 0.322 I0= 44' --- - -_ -- _ SAWCUT COSTING 24' CYli--- ° °--- -- 2' FROM MANHOLE WALL '. ',MEAN HIGH WATER (81v. 4.24) f... co mW n o m a o rn 10 +00 10+40 10+80 11 +20 S 133RD PIPE PROFILE SCALE VERTICAL 1••4' HORIZONTAL 0 11 +60 POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 133RD STREET PROFILE STA 40 +00 - 44+60 dote revisions 01.04 le no 201142 BCOle • AS SHOWN dote 03/08/04 40 Drum 8/77/05 1 f W x,1 F/N OV CO. LLC 21720100250 13302 561)4 AVE S. 5' CHAIN LINK cFNCE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 INWAM EISaANGER 2172000265 13039 571 AVE. S. 7WLWLA WA 98178 EDDE MOEW 2172000271 13035 5704 AVE S. SEATTLE, WA 98178 DENNS NEFF 2172000275 13036 5611 AIL S EAS T RIVERTON GARDEN xl . CHARLES MATCHER 2172000280 13030 56194 ME S SONJA HERDRY 2172000320 13008 57111 AVE. S SEATTLE. WA 98178 END CURB & GUTTER & PANNG STA 49+33.33 C S:e J ' ;} pn / .. el .4- - y:• . . >t r :'. 2 ..SN :r,.. .. ' { t " 4% a .:JU•':: {; . �l - •1359488' ! _ . . -. .. . _ . . .. .. . ,._ .._.... 4gg .. '. -.:. .- .... .,.. .. '_ . ..- .... .. ,,. ', ':.... 218 if tY•CPEP 00.326 _ -_ - -. r -: .: '' -_ � : :' - `OD 7 ° m I EN .mod ` ,ev0 m h' ; r I 150 tF t2' DP 00327E _ / -'o 0'`' �. - .. ....,..�� iIIilIfffhIIIIiii1i111 - Ur11JII III!IlIV NI 41/1"41 gI ��i KEY MAP :11 x,77 O • W000 FENCE ref to k 43 +57.14 +65 5.44 ' le 424 0 WI._ W N W ; W-_- N1 0 EVCE: 16.16 i. • t:•7; ...:••■ ...,.....:.• sr-N..- 'Po 2 CB 25 STA: 60+5633 ONSET: 11.17 R C8 24 STA: 60+58.33 : 11.17 L MATCHLINE .. NIGH -POINT E1:EV -= 18.12 - ' HIGH POINT STA = 45+41.61 PVI STA b 45+20 PIA ELE11 = 18.39 A.D. =, -2.65 = 37.69- --- 100.00' VC MUM PROFILE 1. onnr10 B' WATER MAN o' ;t oti 0. 8 S' CHAINUNK CE 0 0 GP 0 MATCH 03511NG m 0_ 0 11) 57TH s4VENUE >4- t�, - SCALE: '1 20' HORZ: _ - 1x 2' VERT. • T' 83107.31.4.335 .47 0 4' CNAN. UNK 0 08.21 STA: 87+31.32 ONSET: 11.17 R JERRY HOANG 7344000011 13036 57 AVE S 1UKNLA, WA 98178 0 . -. --- -- -m [110. , :,•,-__ 4 O U O ,; O CONSTRUCTION NOTES Oi PROVIDE NEW 6' PVC SIDE •1 �• FROM 8' SEWER PIPE TO THE Row LNE PER DET -- ®COOECT DOESUC WATER SERNtE TO 8'. WATER MAN ® REPLACE E70S1NG FOE HYDRANT NTH NEW FIRE HYDRANT PER MEAL Lk A O4 PAVE DRIVEWAY TO RIGHT OF WAY. PROVIDE DkPRFSSED 0108 AT ALL DRIVEWAY ENTRANCES POE DUNI OS PROM CONDEE CEMENT CURB AND GUTTER PER DETAIL © RELOCATE man. Box O7 CONTRACTOR SHALL ADJJST L70SDNG MANIC US, CA2DI BASINS, WATER METERS, AND VALVE 80)ES TO GRADE PVI STA '= "47 +40• -; "-_ .___.... ;_ ....---.. _ -- "-•--'PVT' STA '48+25x....- -- -... - Q8 RELOCATE POSER POLE AND GUY M. COORDINATE 811H LIMEY PlR4VEYOR. O9 CAUTIO1t POIENML wart CONFUCIS. CONTRACTOR 10 VERIFY (POTHOLE) EXACT LOCATION AND DEPTH O: D3S1NC u11uTY. SEE ORDER OF WORK N CONTRACT SPECIFICATIONS. 0 DUSTNG WATER MAN SHALL REMAIN N SERMOE WTI. A SUCCESSFUL PURITY AND PRESSURE TEST O' 11E NEW SYSTEM HAS BEEN NIINESSED BY THE CITY, AND TIE E IS1NG WATER SERVICES HAVE 8EEN TRANSFERRED TO THE NEW SMELL TIE EXISTING SYSTEM SHAD. THEN BE ABANDOED N PLACE, (DRUIDIC CATOM BA9N. PWC 510881 DRAM. DOIOUSH E70511NG SWIM DRAM LOCATED RIM ROADWAY UNITS, ARMOR DRAIN N PLACE AT 01H101 LOCATDNS 12 DEPRESS CUR9 FOR FUTURE DRIVEWAY R3 PROVIDE CONCRETE ENCASEYENF FOR SA MY SUER LATERAL PER DETAIL PIA ELEV. = 16.73 A.O. _' -0.95 j K =78.74 75.00' VC yn • FROPOSED.PROFLE..,; i • a, x216, LF . ;.126PEF! 0;0.326 ,: .'/ lR 1: Yd`I t•. „3.,; .I 1 199rLf; -,12 .CPEP•.0 0.32:C . J SDLW /3. TYPE 2 (48') SSIN 8 RN EL= 17.77 PoMEL =17.84 IE =10.74. -8 (E) ;LE =6.78 -8' SS OUT 348LF::5NWlARY SEWER s0,0.40%.:: .•.'.. PVI ELEV - 15.28; A.Q. - 0.50 K - 100.94 50.00' vC 8 tti m 141- DIR:0.0• 1 1 144 o 4: 42 CB 23 STA 49+21.03 OFFSET: 11.17 R _ RELOCATE ExT5RIG WATER METER DOVC E09TNG WATER SERVICE AWAY FROM PAVEMENT i5 PROVDE HANDICAPPED RAMP CUT N DIRE RETURN AT MIDPONT OF CURVE 0 REPACE 0359410 24' DIP 111111 NEW 24' DIP PIPE .11 111E SAME VERTICAL AND HORIZONTAL LOCATION. 17 PROVIDE 24' 1R. 1 AWYIOffO OP STEEL STORY SEWER 18 PROM 9LT FENCE - 19 SNOUT USING ASPHALT. ® CONNECT 0351140 YARD DRAIN TO NEW STUN PAIN. OOORONAIE Nt1H PROPERTY OMER FOR 00101ECRON - --- -._ - -IOW POINT LOW POINT STA - 49+21.03 • PVT STA , 49 +20 PVT EL - _.A.EV, D. - 2.36 14.13 75.00' VC a ID 0.. 0. i :J& .,•4 . .. Fi 4:.. tL - C8 f20, TYPE I • g_ RIM EL- 16.10 ,,, IE= 11.46 -.8' (E) o I � C8 121, TYPE I ■ RIM EL =16.10 IE= '11.38 - 12' N S) 08123 SSMH 9 RN EL =14.33 8` SS..OUT- ..._._ 8 R01 EL =.14;01 m LE= 11.86 - ;12'.(S,W) • • 44+80 45+20 45 +60 46 +00 46+40 46 +80 47+20 47+80 48+00 48 +40 48+80 49 +20 49+60 SMw CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEINER-PARKS-BUILDING- by dots designed OMB dram \t0 theeksd JC Drat 4n9 Pro! db Jc Odd bk no ca-Pq TACOMA • eeATTLe aa- es- rs-mT�Oeu- m=a=- MOO .1 u FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 57TH AVENUE S. PROFILE STA 44 +60 - 49 +80 ego no 201142 date revisions scale AS SHOWN dote 03/08/04 of ID C-2 A IF T 17/2004 3:19:18 PM, dwalker, Oce TDS60012s18.pc3, ARCH expand B (18.00 x 12.00 Inches), 1 R: 1C1200112011421201142c106 .dwg,Layout ! I LE =!11.38 - 8' (nl I j LE= 11.94 -' 8' (E) maxi `OD t?v °' ° m "rn m h' m o °d' 000 e4 of -so 0'`' ar o ' ab I:' a n °n m - w a n v "!r� n o • n o0 ^ o o ^ m ai s n r6 m .n so n n o o" ai n ^ to in n a vi aof$ a a a a- • n�,I rya oy1 • 44+80 45+20 45 +60 46 +00 46+40 46 +80 47+20 47+80 48+00 48 +40 48+80 49 +20 49+60 SMw CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEINER-PARKS-BUILDING- by dots designed OMB dram \t0 theeksd JC Drat 4n9 Pro! db Jc Odd bk no ca-Pq TACOMA • eeATTLe aa- es- rs-mT�Oeu- m=a=- MOO .1 u FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS 57TH AVENUE S. PROFILE STA 44 +60 - 49 +80 ego no 201142 date revisions scale AS SHOWN dote 03/08/04 of ID C-2 A IF T 17/2004 3:19:18 PM, dwalker, Oce TDS60012s18.pc3, ARCH expand B (18.00 x 12.00 Inches), 1 R: 1C1200112011421201142c106 .dwg,Layout • AST CnV RTO GARDEN • tY ' • R =20' PATRICIA DYSON 7344000030 5702 PAMELA DR SEATIIE, WA 98178 ' 7344000030 5702 PAMELA OR SEAM. WA 98178 Dote OeAO °Ro, TPA 1 1_....._ ... _.._7 - - HOBART, WA 9 RSID 8025 8 0 \. DUWtSrtA1�ar$ \,, TERRACE \ `t \ % \ SARA DNCU 2137000050 5730 S PAMELA OR TUKPY.4. WA 98178 0 • % \ •4. \ 'h .-tm \ \\ 10 \ °0 1a .. % a O is sn \ 0 MO it. g2= samiso _, P .� i+. _ k3•J .i 4 1 I .ti emu, m I •:' K ? RIMS. B fff -OE irI ROY TONGUE 2137000040 13347 56114 AVE..S. IuKWLA, WA 98178 3' li,- USA SAWA 7344000120 5701 S PAMELA DR. SEATTIE, WA PARK .. -._ R ?ERR1TON • GARDEN / d ktY CPEP OO:sO> 1ED BEAR 7344000110 - - - 5703 S. PAMELA DR.- LOW POINT ELEV = 174 SLOW POINT STA = 60+58.33 P1 STA = 60+50 PVI ELEV = 17.03 A.D. 2.25 K = 22.22 50.00 VC ' + 0 / N; g TED BEHR 7344000100 a ZIT C.O.T. • 6200 SOUTHCDIIER BLVD. SEATTLE. WA 98186 PAMELA STREET SCALE: r= 20' HORZ. r= 4' ' VERT. N cS co m UE UE UE 0.03. 6200 SOUTHCTNIER BLVD. SEATTLE, WA 98188 HIGH POINT. ELEv - 18.24 HIGH POINT STA - 62 +45 42 PVI STA - 62 +50 PVI ELEV - 18.53 A.D. - -1.60 K -93.89 150.00' VC C.D.T. 6200 SDUIHCEN1ER 84.90. SEAI1LE. WA 98188 DOSING PROF4E ALONG CONSIRUC1101 MJCNYENT • CB 30 4.68 OFFSET: 47.201-- \ 16.51 STA 64+33.73'•: 16.45 16.61 6200 S0JIHCDNTER BLVD. SEATTLE. WA 98188 16.77 N ?I i a 16 - miciaL LF' 32! .0;1.674: E70S1ING 8 WATER MAIN - - -- r631F 12. IFi nYiCPEP p 1.674 _ .. 08 21A TYPE 2 (48') ' FOR ELE�IIVA�'01s RIM EL =1 &821 IE = 12.37 (8 oRIM D. =16.82: I . ' 11.50 - 12 JE;, W) F. 11.50- N d-A0 Y 08 26 IINa =17.31 LE- :1274 -12' (Er W) v n SSYH 10 ROAEL =17.65 • LE.=9.49 -B'55w J.E =9.39 - j' SS OUT 03 27 RIM a - 17.72 LE. = 1305 -•12' (E, vO co a?O • f 08 29 R) 4u•0. - .t &97..... 1 r'MLE =14.18 -8'(S) d C1 28 ° RIM E =1.06 , LE= 14.04- 12'(SW,E) LE =14.04- 8'(NW) I RoY TONGUE 2437000060 13347 561H AVE. S 1UKWIA WA 98178 CONSTRUCTION NOTES ® PROVIDE NEw 6' PVC SDE •i r' FROM Ft SEWWR PPE TO THE ROW UHE PER 00T t\ 0 CONNECT 0080550 WATER SERVICE TO 8' WATER MAIN Q3 REPLACE DOSING FIRE HYDRANT W1H NEW FIRE HYDRANT - PER DET1L 4111 All rv.V © PAVE DRIVEWAY 10 RICHT CP WAY. PROVDE CURB AT ALL DRIVEWAY ENTRANCES PER DET 11• -i \`2, O PROVIDE CONCRE1E CE11347 CURB AND CUTTER PER DETAIL ® RELOCATE MAR BOX `I♦ Afi 0 CONTRACTOR SHALL ADd1ST DOSIING MANHOLES, CATCH BASINS, WATER METERS AND VALVE sons 10 GRADE ® RELOCATE POWER POLE AND GUY ME COORDINATE WTI UTILITY PURVEYOR. ® Ulna POTENTIAL UTWTY GONFUCIS CONTRACTOR 10 VDIFY (POTHOLE) DUCT 10041118 AHD DEPTH aP 07510 G \ mutt. SEE ORDER OP WNW N CONTRACT SPECIFICATIONS. 2 D051NG WATER MAN SHALL REMAIN N SERVICE UNTIL A S. SUCCESSFUL PURITY AND PRESSURE TEST OF THE FEW SYSTEM HAS BEEN %MESSED BY 1HE OIY, AND THE DO5TNG WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW SYSTEM. THE 07151NG SYSTEM SHALL 111EN 80 ABANDONED 04 PLACE Wt RD10VE CATCH BASH, PLUG STORY DRABt. 00480SH E0511,10 STORY DRAIN LOCATED WnG1 ROADWAY 10113 A8AN001 DRAIN IN PLACE AT o1HER LOCATIONS. @ DEPRESS CUR8 FOR FUTURE ORIVE11'AY 16 CB 30 R9 a - 1 &40 T- LE.- .44.50--12.-(S/6-- 8 5588 11 RIM EL =16.93. LE. 10.60 - r SS OUT ri D'J 1- Co co 1` cs ri rcs ri 1. a N 1- 1. co 1. co ri ri 7 N 1- oZ el ri An oo tC 60+00 60 +40 60 +80 61 +20 61+60 . 62 +00 62+40 0 CITY OF TUI(WILA PUBLIC WORKS DEPT. - ENGINEERING- STREETS WATER - SEWER- PARKS- BUILDING- by dote *ogled drown d .d PIA 4,19 Prof elk field bk'no 088 FAO .1C -` (srr; /3r-� _ 4q 1 >t^•s1 OM 011 TACOMA • SEATTLE LneaeSO IONSIE 0A -Elm TIOASEIAASTAISSZOINSTREE EWES IS mom 8/27/05 63 +20 63 +60 64 +00 64 +40 64+80 13 PROVIDE CONCRETE DICASOFDIT FOR SANITART SEWER LATERAL PER DUNI. 14 Ra0CA1E D3S1NC WATER 80102. MOW 0091)40 A WATER, SERVICE. AWAY FROM PAYMENT 0 PROVIDE HANDICAPPED RAMP CUT IN CURB RETURN AT MIDPOINT OF CARVE 0 REPLACE EWIN0 24' CMP 841)4 NEW 24' 04P PPE IN THE SAME VERTICAL AND HORIZONTAL LOCATION. 17 PROVIDE 24' It 1 ALUMINIZED CLIP STEEL STORY SEWER. 0 PROVIDE SILT FENCE 19 SAWCR 50511NO ASPHALT. ® C@DECT E70S1NG YARD DRAW TO NEW SIORII MAR COORDINATE KM PROPERTY OM&R FOR CONNECTION FOSTER POINT WATER, SEWER AND. ROADWAY IMPROVEMENTS PAMELA STREET STA 60 +00 - 64 +33.73 CALL 48 HOURS. BEFORE YOU • DIG 1 -800- 424 -5555 no dote revisions file no 201142 scale AS SHOWN dote 03/08/04 1 coorr cm= OM It ORM T KILT NOME CLASS V 7 case awns zr oxen (I raw® BASE OM 56TH AVENUE SOUTH SECTION NOT TO SCALE r EMIT COMM OM MDR PAMELA STREET SECTION NOT TO .SCALE RIGHT- -WAY UNE • CONCRETE CURB AND GUTTER NOT TO SCALE S. 133TH STREET SECTION NOT TO SCALE O3 57TH AVENUE SOUTH SECTION NOT TO SCALE RESIDENTIAL 10' -0' N0L 20'-0' MAX COIAL/INDUSIR 35'-0• MAX RIGHT- OF-WAY LNE 6' VARIES 5'-8' VARIES SEaCt A -A CEMENT CONCRETE DRIVEWAY 5 Dam MATCH DISIING DRIVEWAY GRADE OCURB & GUTTER SECTION DRIVEWAY NOT TO SCALE CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING- STREETS WATER- SEWER- PARKS- BUILDING- by dote dssI P.d DNB dma. MC d»d.d Pro) enY JC Im1 d field bk no 0©000 TACOMA • SEATTLE EMIMMISIMAIMoSSMIALMSMI SLUMS 0 MEMO la Iones 8/27/05 NOTES 1. COYYENOAL/NDUSIRIAL DRIVEWAYS VADER THAN 35' MAY BE APPROVED BY NE ENGINEER CONSIDERING TRAFFIC SAFELY AND NEEDS OF 1HE AUNTY SERVED. AU. COMERCIAL/RIDUS118AL DRVEWAYS SHALL HAVE AN OFANSION JONT LOCATED HUD- VADlH. SEE SEC. 3.04. 2. SEE SEC. 3.01. 3. SEE SEC 4.01 FOR SURFACING REOOFSMENTS PLANRNG SNIP. F ANY. C 6' 3. 6' 1 MOB OLIFACIO 10P COMM OADA HANDICAP RAMP CUT NOT TO SCALE PROPOSED GOITER FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS ROAD SECTIONS bid Ale no 201142 no dote revisions scale NONE date 03/08/04 ige DRAFT STA 8256.57. 3.281. i■ (I) 8' TEE WNW W (I) 8' 22 yr ELBOW (1.) W (1) 8- GATE VALVE (FL) Z 0 (l) 8' ADAPTOR (fl8PE) fn * 8 tENGTH AS REWIRED g (I) COUPLER • us A A (I) CONCRETE NOWT W BO .R m:t BLOCK 4 •••=0 X ;- 72 Or 1.AM44MMA.ZWAW4MWMOZWACWW4W.W4 W a wm /r/ hvamow04/ 8 8 _At Li) a - •_..•. ••• ..... _ •._ •..• •_ STA 7997.65, .78. (1)8' ADAPTOR (RAO (1)8' TEE (FL) (t) BLIND FLANGE (1) 8' 11 1/4' ELBOW (FL) (t) 8' GATE VALVE (FL) (1) 8' ADAPTOR (FUR) UNGTH AS REOURED (I) 8. COUPLER (2) CONCRETE THRUST, _..._.. e 1 SCALE: 1"= 20' HORZ. 1"= 4' VERT. ! "7 ; . ! . 1 i o ' ; o 1 0 a . 0 A' , o 8 r) • :* i o co •ii co i vi . 1.: ; - 0 < 1 X I ' gX i 40 ez) . . th . I Z- • • . . - - • ! . . ,., .....,,,,,I,,..M.r,,,,,,rIzi,,,!,,,,,,,,,i•inv e.,,,,,,,,,,,,:1",......-,,,,,-...,..,:, I' . . i 4- ' ... fl..Ni...2 . , i t — 24 16 8 ui 4 4 vi In vi .7i as r.i o c•si r•• c‘i CO ci to ei u3 ni r) ri 1' 0 lei 82+80 82+40 82+00 • 81+60 81+20 80+80 80+40 80+00 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by DUB date drown chocked Prol lg prof MC JC JC ficid bk no aroma, k7 C‘47. rfr,11.0 0"".I11013 TACOMA • SeATTL atilaaalbantaa/AlanatIMN9 MOM a niamolOmata.Maabakaaa. MaMal tHEET C1 I COMES 8 / 27 / 66 CONSTRUCTION NOTES 0 PROVIDE NEW 8' DI WATER WAIN . PRONDE WATER MN WWI 41711 ,14.1111, 0 RECNIECT WSW SEPACE TO NEW WATER MAIN 0 PROVIDE NEW FIRE WOW. (Dana mak nun camas. CONTRACTOR TO NOM (POTHOLE) EXACT LOCATION AND DEPTH Of MING UMW. SEE . 011001 0F MUM IN CONTRACT SPECITCATIONS 0 PROTECT USING INPROIBIENT ak CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 KEY MAP SCALE 1.= 501 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 80+00 • 83+00 five dote revisions t2.oi nO 201t42 scale AS SHOWN dote 03/08/04 DRAFT Iw 11 - STA 87460 0.90 L ----0, BOX H-20 UMW (IL. _ szt" ._ ..... _ 4 - -- __.. ...._ oi.o..J44•••••""'": ..""'op ,,,, 1 Ce ..... (vIlvEr wCAnTEAtx PRCPOSED r WATER UNE ZZZZZ;;;;;;;;"'"'""""'"'"'"""""" . Lo141 OP — • .'"".....-1."'"71"";;ZZZ11, .... :: ""'""m,”,il-...,',;Z„;,z;;;,,,,j,s;=7;,u,i:5,i%;y;: ,;s:;;;.,:,,,f,,,,,,,t;,,,,,,,z,=,„„,473;;;;,hg;;;;;;;;;;;;;;;;;;;;;Ztg:gg= =g=;;;;;;;;;;;Z';1;Z";fiy;;,;;;,-,;;;;;,,,,,, -:. `• MEN.. agmaNO •••, 424:44: - . . .6.1 N ti 1- el x . 0 1 __,...-------=.--1,-------crirl 40 •AffiVA.S. 3,0 ' 0 1— • I C11 24 0- - 18 CONSTRUCTOR Aucralair ‘.7 WARIRIR HICK PRESSURE CAS UNE Di VICINITY. USE EXTROE CAUTION DURING CONSTRUCTION. 130TH STREET • SCALE: 1"= 20' HORZ. 1"= 4' VERT. Iw .. • . • . I • CONSTRUCTION AUGMENT PRORLE • • ; 1 z • 1;31'; 1,41.11,f1 WATER UNE AND . REPLACE VATH NEW ,WATER LDE • ---- • , -- - -- -- -- --------- 6 : 1 , ; oi 01 1- 1 - -1111 18 • 1 , 4PRIPOSED 8' Van UNE , • . .• . . . 4 4 4 . , I , la a:4........*.::-.444t..eo.,.,.„„,,,.„.. ,,,,,,„4,,,,,.w.„,„4,41,.. :-: . ..,.....„.„.,...1, . !. L,.-? ____1;:!::1 1/4-,,' \,,,,,4 ‘:,, _..,, ..'IN .4.s ......r.,,, \ ...„:::; \ ..„,,,: , • ,. , • ; ,. • i 4 , i . '• fiEuv Stri kW, 1 I i . : ' . i . , . • , . , ; . . * 1 . , . 4 ! . . 4 , . , . • . I to o co: a . a d .4, a T e ai ,,.. ai aft 05 ,- o ai „.. o c — 0. p a 4 o co 9 rs vi .- 38+00 87+60 87+20 86+80 86+40 86+00 85+60 85+20 84+80 CITY OF TUKWILA PUBLIC. WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by WolOwd DUB drown MC chocked JO PAH dr field bk no JC er_itzf.r, =Tr- tnq F-3,11 ej,rx WOM TACOMA • &CATTLE 321.51.1111MMAlloMmalAMIX MIA= a mamMIIMMIAADASIMM•10•24 • MIPSCI 84+40 1 071/3 8i2iie s I 84+00 83+60 83+20 CONSTRUCTION NOTES 0 PROM NEW 8' DI WATER MAIN *YOE WATER MAN TRENCH RECOPOECT DOSING SERIVICE TO NEW WATER MATH C) FROWN NEW RRE HYDRANT 0 MEN: POTENTIAL nun. commas. CONTRACTOR TO VERIFY (POTHOLE) DIM LOCATION AND DEPTH CF EXISTING UTILITY. SEE ORDER OF MK 81 CONTRACT SPECIFICATIONS. 0 PROTECT WPROVDWfl FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 83+00 • 88+00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SCALE: 1.;.: sotr no dote revisions r2.02 file no 201142 scale AS SHOWN date 03/08/04 DRAFT 20 HIGH • \ " CAUTION OAS CROSSING STA: 92+45.72 OFFSET: 5.00 R rA CONTRACTOR SHALL POTHOLE • / \ _ _ OP OP STk 90+10.00 OFFSET: 5.00 IT PROSE AR RELIT VALVE PROPOSED 8. WATER STk 89+63.05 OFFSET: 4.531. OINTRACTOR SHALL CRC6S UNDER DOSING 480 PIPE STA; 88+9s.48 OFFSET: 1.84 L •Mil■ CONSTRUCTION NOTES ()PRONE NEW r 01 WATER MAlli 0 PROVEIE WATER NAN TREFICH 01 0 PROVIDE MT FIRE HYDRANT 0 0 CAUTICtt PO1DEUL nun' corms /.-til CONTRACTOR 10 VERIFY (POTHOLE) EXACT LOCATION AND DEPTH Cf EXISTING WHEY. SEE ORDER OF WORK IN =TRACT SPECIFICATIONS. ,..• \ --: lul ▪ CI PROTECT COSTING IMPROVEMENT U i 1 co . . ()RECONNECT D7STING SERVICE TO NEW WATER LIA04 ;';',#/•..7/,,,•.........",/1///////i////Z/1/////1,/ ....... ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' (ral 1111 CONSTRUCTION AUGMENT/ to.3.50•30.30" ''''''' '''''' ■•■xwa ''''' „ •i■ STA RONDE VERTICAL ak OFFSET: 3.02 R (1) r 110 ITEle 00:61.0 (1) CONCRETE BLOCK CAUTTON: WATER WIN CROSSING 0 STA 92+56.63 •••=1 OFFSET: 5.65 R CAP EXISTING WATER MAN OP WARNING HIGH PRESUME GAS LINE DI MEV USE COME CAUTION DURING CONSTRUCTION. • S. 13kH STREET • SCALE: 1"= 20' HORZ. . 1"= 4' VERT. Of 1 111 r Ct ICI : . 7 ' i ' . i - • I" I ! • , : 441 '1 i 2 '2 2 , 2 ' ; , I- CAUTION' , . .•.. ,- , • . • ' 0 X • . OAS CROSSING 20" HIGH PRESSURE GAS MAN CROSSING 1... .... ' . . TRUCTICN AUGMENT PRENTlii 1 . , I • ■ ' STORM CROSSING - i ■ .-.....STORII iROSSNG I I 11,11 — STORY CROSSING 241 41 — ; 0 10=14± • . i IE=10:ti . , : 1 .1E.:-..:16i— ---: \ ' Illi EnUNKNOMN ILI 2 . 2 , . 111_ - , i , 2 2 , ------ -. • . I ..., I ■ I ...-Cri i . 1 . , , 1 . . . \ . 1 1 18 - :-... ' - 2 2 I k I I a II ; , _t. . PROVIDE AIR REUEP VALVE \ / . t , • • ' . ' . i 1 A . •/ TRIOPOSED. 8' WATER UNE 1 AT HMI PUNT • k FAH' \ , - /1 . f . . ■ IA 1 , , • : • ; .. .' . ■ a 3 42 c ; ! • j, . ; .,- ..... ..., _ • -t -i 1 .. , '1 i Ix aiVRA g i ,, -- - ; 1 - .- a ! ... : .-. ■ I ; . . . . . . . • i 1 I . I I . - ; . . . .• . i .I. . ■ ■ 3 93+20 92+80 92+40 92+00 91+60 91+20 90+80 90+40 90+00 89+60 89+20 88+80 88+40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote designed drown MC chocked JC pro' see JC proj car tkid bk no wiamI9 "•'••••■ TACOMA • BEATTLe au N. 7.4111.2:4T4a1011142 maw, a MMIMMANWIM•IMM•MOMON IMMO ta , I caws / 27 / tS KEY AP SCALE: FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 88+00 - 93+40 dote revisions r.03 flle no 201142 scale AS SHOWN date 03/08/04 I ; . • • ! • . : t • i a, a•-i • . 2 , .7 0 " o N V' N CO N CO N CI . .: t li N R & 2 o 0 93+20 92+80 92+40 92+00 91+60 91+20 90+80 90+40 90+00 89+60 89+20 88+80 88+40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote designed drown MC chocked JC pro' see JC proj car tkid bk no wiamI9 "•'••••■ TACOMA • BEATTLe au N. 7.4111.2:4T4a1011142 maw, a MMIMMANWIM•IMM•MOMON IMMO ta , I caws / 27 / tS KEY AP SCALE: FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 88+00 - 93+40 dote revisions r.03 flle no 201142 scale AS SHOWN date 03/08/04 to 1 1 ••••••.• r IEEE UE 1 cam= sumer ANA& •MAND 5209 0 ..- 11 ..... ..... ,, ............. . • .......... ,,,,,,,,,,,, 011 0E1E5 573 CO r tr amo ow. 5) COME MOCK (t) tr mom° (I) COME I= co. eetv- 4•5:a.t. S. 130TH STREET . . • SCALE 11= 20' HORZ. 1'= 4' VERT. , • ; ; I • ,. . , . . . ! • . , , , • • . • , , . . , , . • , . , . . ; • • . 0 ; . , • • IDE= WO PRONE • • ! , ■ • • ; • • , OM 510 R Slk IMMO Id I , . I ■ . 3 ”{, • • • • !). . i • , . .PERIED 111131 UE ■ . . , t . ; ; . ■ ; II 1 i 10 I • • 3 • • 3 • T-6 • d fo. 90+00 97+50 97+20 911+110 90+40 90400 90+40 95+20 CITY OF TUKWILA • PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dmikned DUB dram MC checked jn orel ung .E Peel dr bb no date WOO TACOMA • SEATTLE VEMAIZOIMASYTAissa MEM SEEMS on TRAA•OhmoSsibAWEAWS.S. MEMO 94+00 I CORES 8/27/05 94+00 93460 CONSTRUCTION NOTES 0 PROVIDE NEW 5.0 0 ROYCE WATER IIADI TRENCH RECONIECT COSTING MIX TO NEW WATER WAIN 0 PROW( KEW EIRE HYDRANT 0 CAHOOT: POTENTIAL UTILITY CONTUCTS. CONTRACTOR TO VERIFY (POTHOLE) EXACT LOCATION AND DEPTH OP COSTING UTILITY. SEE CRIER OF WORK IN CONTRACT SPECIFICATIOTG. © PROTECT COS1ING 00420101ENT 0 PRIME FIRE HYDRANT GUARD POST • FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 93+40 - 98+20 Ark no dote revisions C2.0 file no 201142 scale AS SHOWN dote 03/08/04 / / / / / l / vel / N CONSTRUCTION NOTES 0 PROVIDE NEW 8' DI WATER MAN 0 PROVIDE WATER MAN TRENCH 0 RECOIDtECT 005TNG SERVICE TO ID WATER IWN O PROVIDE NEW FIRE HYDRANT Q5 CAURGN: POTENTIAL UNITY CONVICTS. OOWIRACIOR TO VOilFT (POTHOLE) EXACT ▪ LOCATION AND DEPTH GF ERSING UMW. SEE ORDER OF WO 6( N CONTRACT SPEORCAMIONS. ILI w I © PROTECT COSTING OPRO'h11ENT 0 PROVIDE FIRE HYDRANT GUARD POST Qom: • // \ / / MEOW NS / •'••.,•n AMMIN1OWN WA1E MAIN \ — � "' a CTC "R` 2 ASSNMED L TM. .r TRACTOR SHAM a AT ME O / A LENTOVM WA AT lOff OF CONSTRUCTION. ,r r APPROPRIATE;,. / RENDS TO PROF: WATER MAN 10 MAID: - \ ` TIGHT CONNEC1uOIL / 0 • _WATER MARL ROO proud if CAP IYxB' REDUCER. PROVDE 1t0WE APPROPRIATE BENDS •'0 CT WA1FR ■ TIGHT . / COMING PIPE — (SEE PLAN) \ I T 45 E PER \ t ( i>• , .r .NIA acciatic A HANGING coecRETE :.r. VERTICAL BEND 1• =5 aN. PROVIDE 4ERIICAL 8E10 cO rr\ • A 100+86.90 - . \ . E10S101C Y.a� _ - • Z 00 IL- -1-911—L (1) CONCRETE oO7T 4 7 STA 99+8225 OFFSET: •16.36 L TH REEf SCALE: 10= 20' HORZ. 10= 4' VERT. 24 '- (1 12' 11 1/4' BON (HMO (t) IYxS' REDUCER i ! // (t) CONCRETE BLOCK 77:t t._... _..r...._.._....... HYDRANT ASSE118LY • STA 99451.23 • a; \(t) 8' 225' : i OMAAQ (1) WH ;a . BLOCK F1051ING ROAD PROFILE ' • 1 . l . s DOSING )Y TEE 6 _L co 1. 041 W 124 —STORM CROSSING' 113I 1 12'0 CMP _ 15J3..._.'-.. _..,_,.._- --.._;_..._...._..__. 40- \� I� A et MN .00222312 1 fib, PROPOSED Rff WATER L Y� �t� P 45 / i \ 1 1' / .• •••• Ah Irk • i t 1 0 H o N n N n K or 4.1. 7. N 0 N on ni r, to in v n N 100+80 100+40 CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- _7 ENGINEERING - STREETS WATER -SEWER- PARKS- BUILDING- by dote dadoned DMB drawn MC checked JC 01111 -q proj JC field bk no 6rw Dm,0, TACOMA • aeAT•le a)edatepr ra>+omaem xe ieerteraxeaa.Men 100+00 Ione 8/27/05 99 +130 99 +20 98 +80 98 +40 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS S. 130TH STREET WATER IMPROVEMENTS STA 98+20 - 101 +05.77 no dote revisions Me no 201142 scale AS SHOWN dote 03/08/04 D 4 D1.F1DBLE COUPLING ACCESS HATCH 4. 01 45' 0.1309 MJ HINGED 7H1S 90E (Di. 040 , 11J 4. 0.4. NE • M. 4 DIP. FORCE MAN, SEE SHEET C4.01 �' • mil l� CSI Mf Lio I�� 1. mem . 4' Dl FORCE VAIN ��$ MUREX 4004 LW �, V* . V. REMOVABLE SECTION N GRATNG FOR PULP REMOVAL 72' 0. PRECAST CAST MANHOLE ACCESS LADDER NTH 'ADDER UP • SAFETY POST OUTIDL IN CONCRETE HATCH SLAB. HG CLEAR OPENING SHALL BE A LAN. OF 4' x3' POLTPROPIIENE STEPS VALVE BOX BYPASS PUMPING CONNECTION STCRTZ ADAPTER IFNGM AS REM UP. 4 01 PPE 4 Dl 90 W POINTING TRAFFIC X NM 4'- O'x(-0'84400CRUX PRODUCTS H2O ACCESS HATCH w/ WATERTIGHT GASKET T AND RECESSED PADLOCK HASP. 4- 2x4' -2 PRECAST VALVE VAULT PCUPROPTID1E MOW STEPS . SPACED 12 O.C. 4' CHECK VALVE 4' PWG VALVE 1101-94tH( GROUT TIP. PIPE SUPPORT STANDON MOM 592 44 EQUAL GROUT 70 FORM IRAN SUMP WET WELL CABLE CONDUITS TO PUMP CONTROL PANEL SEE SHEET E -3 CyLIFT STATION PLAN SCALE' 1/2'.1'41' 1 1 COUPLING VIEWED lb OF 1924 E CONNECT TO 1 -1 504 40 PVC ORAL! lilt RCUTE DON4 TO SUMP. 5(01RE TO WALL AND CE11I49 AS NEEDED. x 3' -0• LIE PRODUCTS ACCESS HA10H HAMM PADLOCK HASP OR EQUAL (4'F) T.O.S. 010*. 18.6 IQ& EN 18.7 I. 1,• P'° 1_1/r_ _DRAIN FRAME CONNECT TO WELDED TO OF F 1RAME SW 40 PVC DRAMINE W/ VAPOR 'RAP AND ROUTE 0019 10 GRAM M. SEC RE TO WAIL AND MING AS NEEDED. ACCESS LADDER 1 COPPED SPACE M WST SLEEVE, 61)iRE 10 CONCRETE 111P/HAT01 OP4NNC 911 SS. MOTORS PER *VS RECOMMENDATION. PRECAST CONCRETE TOP COVER. DESIGN REINFORCING FOR 4420 LOADNG 4' D1 • U:I:EEs.ECI:E :1:I I:I:EEEE.:3I:I:01.1:1; �I A� I217 12' MN FOUNDATON 8' DIA X 10' DEEP GRAVEL f'E•' 4 PIPE 9090 42 W F�RIANY R- 6045AG GRAZE IL 8.00 HQ1E:" 1. AU. MEOWOCAL MOMS FOR FORCE MAIN 94144. BE INSTALLED NM RESTRAINER. 8' 5EMER LE. 0.94 3' SS GUDE BAR 5S PULP LIFT CABLE SUBMERSIBLE PUMP NO. SECTION O SCALE: 1/2=1' -0" PCLIPROPTLENE MUNCIE STEPS SPACED 12' 000 FINRG1AS8 GRATING AND GUARD RAIL SEE SHEET 5-5 PUMP PONS( CABLE EL 268 H.R. ALAPoN EL 1.68 LAG PIMP ON EL. 0.68 LEAD PUMP CN EL 1.32 PULP OFF EL. -1.62 LOW ALARM CONCRETE GROUT AT 23 SLOPE PRECAST REN COf).TE 01 LAB FOR47NG FOR GROUND WATER UPUFE BASED ON SURFACE LEVEL WATER TABLE 12 TUN FOUNDATION GRAVEL CITY OF TUKWILA PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING. desi NGINEERING- STREETS WA7ER- ,SEWER- PARKS- BUILDING- by date deslp od OMB drown checked proJ eny JC Pro1 dlr field bk no TACOMA . SEATTLE - ° i.- rM.alr..an MWMIS 1 onus 8/27/C5 PUMP SCHEDULE. UFT STATION TIP( 2SWARCE (GPM/PUMP) 01014 H.P. AND RPM VOLTAGE AND PHASE ONCHAR9E VET NEU. CAPACITY (CALM) 4 FOSTER POINT DUPLEX )404 -CLOG COMM 4101T1.-SUBIP 110 GPM 028 IT 2 HP. 1200 RPM 120/240 1 y 4 DIA 211 8.0-10 VALVE SCHEDULE 1TE11 DESORPTION SZE ERRS OPERATOR CV-1 04004 VALVE 4 FL x FL N/A CV-2 CHECK VALVE 4 FL x FL N/A PV-1 PLUG VALVE 4' FL x FL 1/4 TURN LEVER PV -2 PLUG VALVE 4• FL x FL 1/4 TURN LDS PV-3 PLUG YAM 4' W x MJ ODIECT BURT VALVES N1H VALVE BOX PV-4 PLUG VALVE 4' III x W 01RECT BURY VALVES NM VALVE 80X 6' GINN LI4( FENCE 94114 SLA1S ALL ARWLO 1' REDUCED PRESSURE BACIOLOW PRE94NTOR W114 1' GRAN THROUGH WALL TO EXTERIOR, 3/4' BUBDINC MOUNTED HOSE 818 GENERATOR h� SURFACE DRAt4AGE 2 - 8' SING GAZES 1' WATER SERVICE AND METER II 1 CITY OF TUKWILA LIFT STATION NO. 8 SITE PLAN SCALE: 1• =10' FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS LIFT STATION no dote revisions T)) • ./ doe no stole dote 03/08/04 • • • ••.• •-•• ..- • • .... • ..... ------- - PIPE STA 20+00 caeca to 2+11 ace CI. STA 202+02.23, OFFSET: 22.77 I. (1) 4. 45 BEND (111d1J) (I) BIRUST BLOCK `cc ib -tea atm • , • ..•• •• --- •- •• 56TH AVE S. TA 10+73.78 INTERURBAN A STA 202+84.75 ati . • • ..1 ; ,i4a) CI. STA 201+77.24; arse1-1.65.- (1) e 45 BOO (11911J) (1) THRUST BLOM or. j •••S. v.;•• PIPE STATION ---------- - ----------------- --- 201+00 CONTROL WE SENER STATION • • • (rIP) El_ =1- SIA 2+42.06 CffT: 0.021. 0. STA 202+3264, OTTSET: 27.1 • L (1) GATE VALVE W/VALVE BOX .56114 AllE S. SEA 11+1514 OFFSET 35.41 L *84.75 1 t . . . . . ,(1).STED:PIPUTO.DUCTILE:DION:COUPLER• BEGIN TOROE MAN EROGE:CROSSING ' •• • • • e. '-'...ii. • .' ' -e41:', • - 4. _ NI i • ------- • •• INTERURBAN AVE. SCALE: 1"= 20' HORZ. 1"= 4' VERT. • • • «1 4-1 16 0 1.1 4' FORCE MAIN : 4' FORCE MAIN 14 1 PIPE STATION I LE= 14.2S - 8' (NW,SW) FOR CONTINUATION 1: 1 41 -:• ------!1-1•••1 8 1+J EX SDDI PROVIDE INSIDE DROP RIM EL = 19.81 ROTATE CONE TO NW AND RELOCATE LADDER ON NW COAT MANHOLE .111TH RA VIN PROTECTION , w WI 1 .7 o N tO g ■c:c ci oa co d N it, c5 N q a rt az N a o ..:. 04 cv c4 Ot to 14 co •.-: N co ..: N 0+00 0+40 • 0+80 1+20 CITY OF TUKWILA PUBLIC WORKS DEPT. ENGINEERING■STREETS.WATEWSEINERPARICSmBLIPILDING• 1+60 2+00 . by dots designed AB dram MO A:hocked .tc Prei PAH dir field bk no JC eMeMom ro90,1'4 tr.4; 11111111111.11.1.11.1.111. -1111111.11 ... —.......• W". /H/POIN I 4114211 CONSTRUCTION NOTES PRODE 4'' DI SANITARY 50800 44451 °PRO= TRDICH LIA •ur HVA ADHESIVE CARTRIDGE (OR . (QUIVALENT) 0 CAUTION: POTENBAL UTLITY COTPUCTS. CONTRACTOR 10 VERIFY (POTHOLE) MT LOCATION AHD DEPTH Cf EXISTING UTILITY. SEE GILDER OF 50RX IN CONTRACT SPECIRCATIONS. 0 PROTECT Doom IMPROVEMENTS. BRICE DUX •• OVERHANG GALVANIZED STOB: CONDUIT HANGER 3/4' X 13 1/4' GALVANIZED THREADED ROD 0 MIL 7/8' X 6 5/8' CCNCRETE GALVANIZED STEEL LOCK WASHER 3/4' GALVANIZED STEM HEX 4431 NCHOR BOLT/ATTACHMENT NOT 10 SCALE ANCHOR BOLTS EWING REBAR k. PIPE HANGER TT EtiT 1.5• P01400 44*441 fCCISCTUr • RIDGE ATTACHMENT 0 NOTES: 1. EXPOSED STEEL SHALL EITHER BE GALVMDZED. STAINLESS OR PAINTED. 2. SPECIAL INSPECTION 80040800 00 ANCHOR BOLT INSTALLATION PER SECTION 1701 OF 1HE UBC. 3. STRENGTH Cf BRIDGE WAS NOT ANALYZED FOR ADDMCNAL POINT LOADS. 4. 9' MAX SPACING BETNEEN PIPE • HANGERS NOT TO SCALE e MAX. BE1BEEN PIPE HANGERS ANCHOR lap W9'12' BOLT SPACERS AS RECOILED FOR LEI•ELING (TYP) MOUNTING BRACK01S C8s11.5x16' IDIGTH 4' CROWD•END STEEL MAGI 3' TIP. (1) 4. STEO. FORCE MAIN ATTACHED TO BRDGE 43 BEND AROUND XING WALL NORTH END OF BRIDGE NOT TO SCALE 43 BEND AROUND WIG WAU. FLEX BM DPANSION JOINT 9' MAX. BETWEEN PPE HANGERS 0 =CRETE FOUNDA1141 JAM NUTS (lYP). GALVANIZED CR • STAINLESS 3/4'0 THREMED ROO GOMEL RG 171, 6- ADJUSTABLE PPE SUPPORT GRIMM. HG 171, 6' ADJUSTABIE PPE . SUPPORT GRIM. RG 161, 4' PROTECDON SADDLE =TOL ON SUPPORT KID 10 54010 PER MIR IPE HANGER/ATTACHMENT NOT TO SCALE SOUTH END OF BRIDGE NOT TO SCALE (1) 4' STEEL FORCE RAH ATTACHED TO BRIDGE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS KEY MAP SCALE •= 500' TACOMA • SEATTLE OLSAMMOMMOO.MaIMMA3 MCLSO rsaerromeaskamotannomm MORIM loons 0/27/09 INTERURBAN AVENUE FORCE MAIN STA 1+00 • 3414•75 no dote revisions le no 201142 scale AS SHOWN date 03/08/04 MONO •VMMMIMMAMMOM.Mil fl O IM � MA t.�� 411111111111111IIIMie I -riwagi111111111111111111/ 4511.,,31 At 4>v 0 56114 AVE: S; STA 11+15.83 :OFFSET 35.41 L STA 202+36.381 OFFSET: zotqs L : (1)51011. RPETO.OUCTILE tRON'OOLIPIER BEGW:FORCE HAIN BRIDGE CROSSING: • (SEE .SEC .7r2I 61 036(MACT pROVISIONS) . ,• .• • • PRO4 FLEX-TEND DIPANSION d3DIT RALPH HATTEN 2172000155 . 3935 113111 ST SEATRE.WA 98168 STA 14+53.48 GERALD %HEATON 2172000160 13361 56th ME. & RALPH HATTON 2172000155 3935 113114 ST. SEATRE, WA 98168 STA 13+7374 :.689 (1) VALVE GATE W/VALVE BOX (F1941) tO IS e ■•■■171■1 MEIN. ...MN:, • P■ir ■•■ 'w ist 1 *SU • e,:g ) 45. BEND (111111J) (I) 4. 72 1/2' BEN) ( I) CONDREIE BLOCK (1) CMICRE1E BLOCK FITTING. ALIGN 1.13111CMLY • tAl,q,11 TZI WAN 141141, FOA/I AND ALUMDIUU JAC:WING V • BEGIN ATTACH HANGERS TO • (1) 4 90• AND (1) 4. 45' 8D1) FITING. 10= 4' VERT. • LOW POINT ELEV . 17.70 ' ‘• _AWN 145'_FRCII.VERTICAL.S0 ' LOW POINT STA =, 14+95.18 • °PROVIDE 4. IX SANITARY FORCE WAIN • . . ' ,. PIPE GOES BELOW BRIDGE • ' • ' . . • ' . PVI STA 14+65 : . F - - Atli A.D. 3.81 CIPITONDE 1RENCH r..W' • ' . I . • PV1 ELEV . 17.40 • ' •, K 28.21 • C)caunce PONE& unurr COLFLIC' TS. CCNTRACTCN I SCALE: 1"= 20 HORZ. DID. ATTACH. HANGERS 10 BRIDGE DECK • FIMNG AROUND WALL PROVIDE SLT 'DICE STA 13+7174 ; • :dr•4: • 019 10800 MAN 018)00 0005996 PROWDE PPE END PPE FORCE INN 8(100 94140 WILL BEFORE COUPLING TO 1110 DIXIE IRON FORK MAIN 14WAM TOCN 2172000165 13360 561H ME. S. STA 15+43.92 56TH AVENUE S. 6019 6(0109 2172000175 13354 56111 AYE S. CONSTRUCTION NOTES *, I : . , ; • • . • . ,:' : ECmOCoRu E E c EBDRE= S• , 1 ' • . ': . • . ' : ; • TO . • WRIFY (901140(0 ) EACT MA I. : N AND DEPTH , . • • . ' , 100.00 0851190 U11.1 000 CDER WX IN OCIRAC ' . 9n1f PR114 WPROlECt Basin 18180104E•TS. E O. .• F . ' • al in. ---- i - - - . -- ---- 7 ----- 7 ---- ---- Wijt - ...., ...1 . 1 0 i" ; . r – : _., _ ... ..__ .J.--.. . ,-- - BRID GE ' ..1..a. --- ----- __-- .-.. .-.,- , - .... -..- -. N D _._ _____••••___•_•• — - - - - r . I PROliDE NICHCR AT C 571. 90D TO 4 - • VI ce . W ICOSIING PROFLE ; . . ■ , *g 14; ' ------ _. - --HI' r----- Z Z-Zizi- -----t-= ' ------ __ I 1 -.1 \-1. • . , 1 ; • . FERECASY'100 nom tia-ms • en emu pRoru moos BASED MI 861DGE BOX BOTTOM Cf . comic FORCE WADI ' . • ••• • ' , '''•=f..• - - --- -- L- _ ._ _ , •• - ....: - - . I L i -- - , --- • • . : 1 ' .7.-.. - ....._ 1 -- ...... _ - :.: __. _-__ ............ ' SI LIN. WEER ROADWAY ....-_-_•-._..- -".....,---- . -=-__.....-- --- S; MN 0171SIDE Or ROADWAY n • ...."-:. . .• • . , . . . ', : REPLACBIDIT DRAWNG SHEET 14 Cf 17. OAN :......"\,................................... . ..... ' : ' . . . ; ' •. •,..........L...........■ IONG CORM FOSTER BRIDGE NO. 3158 -- •-_... . EXPANSION ADD -4 - 4. FCIRCE LINN + • . „„, - • . . • i ? ,....._ .. -- ' , .. • 1 . , . ,j , • / . • • • , • / . ,., , . . %. i g . . . . . 1. , . / . • . . . • :4 1 _61E41. tfiCtlEILIni /(AIER_(ELE-441_ - - • V i . 4c - . •, M t • • _ IITIRISE1IYAIDL(ELLX.4.24)- . : 1 M . . . . , . \ ; i UM'S OF BRIDGE • • • , . • I • • 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+80 checked proj 019 14+00 14+40 . 14+80 15+20 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS -ENGINEERING-S'TREETS-WATER-SEWER-PARICS-BUILDING- Imes 8/27/05 I INTERURBAN AVENUE FORCE MAIN STA 11+10 - 15+55 15+80 16+00 41Ie no 201142 • sca 0 AS SHOWN revisions date 03/08/04 DRAFT . ' . . ; ' , , . • i . . . • • ..) CNI C,i N N N csI cm Mi N ei cv N 4 PI . In 4 04 a 4 ec tn 4 ei e) 4 N .-. CY tri CI •-' ■••) IN tr) c4 N ee. i."4 el c7c ec) d 02 tg) N 01/44 0040 CO....11 liCTI 2.3. csfr cd ec`- ..,,i...0 n: cbiZ cv...: •-....• o Cee; .-AN a:),74 c .2,4;6 co.as . VI 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+80 checked proj 019 14+00 14+40 . 14+80 15+20 FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS -ENGINEERING-S'TREETS-WATER-SEWER-PARICS-BUILDING- Imes 8/27/05 I INTERURBAN AVENUE FORCE MAIN STA 11+10 - 15+55 15+80 16+00 41Ie no 201142 • sca 0 AS SHOWN revisions date 03/08/04 DRAFT C04ENS SHALL HAVE THE WORD 'SEVER' 01 r RAISED LETTERS WEN USED N CON1EC1Ul NM SANITARY SEVER NSTALLADONS, CR 'STORM' THEN N CONNECBON W11H 51004 IRAN NSTAILATION. OR 'WATER' WEN 04 CONNECTION 0010 POTABLE WATER =Bum Bum AtinSit L (E�M-PAT A �0`Oai a•i �aQ� /A ggoo 4 o9Ap o dd((� NON -SKI PATTERN TO BE CAST INTEGRAL ON TOP Of COVER. SECION A -A CAJOLE IRON -NON LOCKING COVER MNORN MIGHT 150 IBS NOTE FRAYS TO EE CROWED N PLACE SECTION B-0 OUCTIlE IRON FRAME INNNN'EIGHT 210 IBS O24' MANHOLE FRAME WITH COVER NOT TO SCALE OPOLYPROPYLENE SAFETY STEP NOT TO SCALE ■Wialiv1Wrid 6'148. 3000 P9 CONC. NOTE: MCP PIPING TO BE SAME 92E AS NIEtCEPIED SEVER DDLi CNE LFNGIH Of PIPE (CLASS 50) TO BEARING WHEN SPAN • MORE 1HAN 4'. SEE ACCESS DETAIL-1HIS SHEET. `� . �1 •Ih• - DIICTIE BON ' SCUD IS KOR-4l -SEAT 800T . 1/2 PIPE STAINLESS SIM BO ��I I AS DAM MS1 nom LTS. CLASS 50 NICIDE IRON TEE IRON /2 BLIND FLANGE 24 MIELE JOINT BACKF1LL WITH - COINACTED MAIFRIAL 1' WAX. MASS 50 IKFCIIX RON 90' 8E10. CEMENT CONCRETE (3030 PST) • 6 1/r 12' TYP. STEPS SEE DETAIL-FMS SHEET. SEE CHANNEL OETAL -THIS SHEET. Q1 LINER SYSTEM PRECAST INTO MAN00*E BASE SWIM PER SPECIFICATION 7- 05.2(2) TYPICAL MANHOLE IONDAIION OONSTRUCRON ODUCTILE IRON DROP CONNECTION NOT TO SCALE ®®SANITARY SEWER MANHOLE - 48' NOT TO SCALE CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING - STREETS WATER- SEWER - PARKS- BUILDING- by dote d.sl .d DM8 dram - MCC checked J0 Orel m9 JC prol dtr field b1: no .T x WOOS TACOMA • onArrl -e n1 se+aumrawrm aomrr.yuaer-m mWm I CORES 8/27/05 I KOR -N -SEAL AOOSS OEiAL %SCE DROP (YN 0.1' MAX 1.51 644 ,6 66 6 S 6 EON0A11011 GRAVE. If MILL J CHANNELIZATION DETAIL 4' MN. GU LINER SYSTEM PRECAST INTO MANHOLE BASE SECTION PER 900011CAKEN 7- 05.2(2) PRECAST BASE OACCESS, CHANNELIZATION & STEP DETAIL NOT TO SCALE ASPHALT NEAT LINE SAWCUTS SHALL BE SEALED AT TOP 1111H AR 4000 COVER N110 5A10. PAVED AREAS OMANHOLE FRAME COLLAR NOT TO SCALE • FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS NOTES, DETAILS & SECTIONS no dote revisions cs.ot Tile no 201142 scale AS SHOWN 41.:d4 03/08/04 WiAJT ROOF WALL, PL/W1NGS, OR ODER SURFACE OBSIRUC110FS. 4'LIN.J FIRE HYDRANT PER O1Y STANDARD 6 01I 18' BLIND FLANGE �� BUND FLANGE • CAPPED CROSS •C • GUARD POST EELL NMI wi- GUARD POST FIRE HYDRANT GUARD POST NOT TO SCALE NOTES GUARD POST SHALL BE OTHER STEEL PIPE, (MIL 4' BM.) CONCRETE RUED OR CONCRETE POSTS (IDK 8.1101A.). POSTS SHALL BE 3 FEET F11011 THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT UI€ NMI ANY DISCHARGE PORTS POSTS SHALL 8E 6 FEET LONG; 3-3 1/2 FEET SHALL 8E BURIED. PAINTED P61191 SHALL BE TIE SANE AS FCR HYDRANTS. 90' BEND TEE W/ PLUG TEE W/O PLUG BUND FLANGE OR SMALLER SIZE PIPE 45' BEND "' 22 1/2' BEND NOTES: 1. BEARING AREA OF CONCRETE THRUST BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS SHALL BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHAU. INSTALL BLOCKING ADEQUATE TO VATHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS CF SERVICE. 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING; THEREFORE HEIGHT OF BLOCK SHALL BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPEND UPON THE DISTANCE BETWEEN THE PIPE AND THE UNDISTURBED SOIL. 8. ALL FITTINGS REQUIRING A CONCRETE BLOCK SHALL FIRST BE COVERED WITH 4 MIL VISQUEEN PLASTIC SHEETS BEFORE CONCRETE IS POURED. 9. AT NO TIME SHALL CONCRETE BE ALLOWED TO COVER JOINTS, BOLT HEADS OR NUTS. O 11 1/4' BEND THRUST BLOCK - TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SIZE (FT2) (FT2 ) (FT2) (FT2) (FT2) *1010ON OiOCDONdaDOg41 NN NI�MQT 3 1 1 1 1 4 4 2 1 1 7 6 4 2 1 11 10 6 3 2 16 14 9 5 3 22 19 12 6 3 29 25 16 8 4 36 31 20 10 5 45 39 24 13 6 54 47 29 15 8 64 56 35 18 9 87 76 48 24 12 101 87 55 28 14 145 125 78 40 20 197 171 107 55 27 257 223 140 71 36 CONCRETE BLOCKING . MOTTO SCALE NOTES: FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF ' RUSTOLEUM' #659 YELLOW GLOSS. HYDRANTS SHALL BE MUELLER 6A -423, CLOW MEDALLION F -2545. HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND UNE OR STEM: SHALL HAVE A SELF -OIUNG DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHAU. HAVE A BRASS SLEEVE. FINISHED GROUND PROVIDE THRUST BLOCK MATCH MAIN DEPTH MIN. 3' & MAX 10' SEE VALVE BOX DETAIL. 6' RESIUENT WEDGE GATE VALVE CAST IRON TEE (CEMENT UNED)•. - MJXNJXFFLL MECHANICAL JOINT CONC. BLOCKING DIM. 1'X1'X3' UNDISTURBED 1/2 YD. PEA GRAVEL OR WASHED ROCK ( 3/8 10 3') 6' DIA. DUCTILE IRON PIPE CL 53 SOIL FLANGE JOINT SEE BLOCKING DETAIL 2 -3/4' ASPHALT COATED STEEL SHACKLE RODS. UUNNDISTURBED IL NOTES: A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 1/2' N.S.T. HOSE PORTS AND ONE 5' STORTZ PUMPER DISCHARGE PORT, AND SHALL HAVE A 1 1/4' PENTAGON OPEN -UFT OPERATING NUT. HYDRANTS SHALL HAVE A 6' M.J. BOTTOM CONNECTION AND 5 1/4- MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. B. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE. 3 O FIRE HYDRANT ASSEMBLY & SETTING NOT TO SCALE FOR 1117:11C4-1: 22 !MPG BENDS PIPE SIZE INCHESXDEGREES V. B. CU. FT. A (FEETXINCHES) D L (FEET) 4 6 8 10-12 16 18-20 24 221172 11 1/4 221/2 11 22 1//2 4 11 1//42 22 72 2211/2 41 1/1 11 11//42 22 /2 11 11 25 16 47 32 88 1884 225 1/1,13 - 22 2.2 2.9 2.5 3.6 .2 34.5 ' 467 ti 5.0 6.8 3/4 3/4 3/4 3 /4 8 1711/8 1/T /4 1 1 3/8 20 2.0 2.0 .0 23.0 430 4.2 3.5 4.5 VERTICAL BLOCKING FOR 45 BENDS 4 8 12 20 24 45 60 123 232 560 820 3.1 5.0 6.1 82 9.4 3/4 3/4 1 tt1 //�4 1 3/6 2.0 2.S 4.0 4.5 SEE GALVANIZED (OR ASPHALT • COATED STEEL),THREADED RODS AND PIPE CLAMPS '/ / NOTE d2 �III�' UNDISTURBED EARTH VERTICAL BLOCKING FOR 11 1/4', 22 1'/2', 45' , AND 90' BENDS NOTE: CONCRETE BLOCKING BASED ON 250 PSI PRESSURE AND 3000 PST CONCRETE, AND 2000 PSF MIN. SOIL BEARING CAPACITY. IF FIELD CONDITIONS WARRANT, THE BLOCKING SHALL BE ADJUSTED IN THE FIELD. OCONCRETE BLOCKING NOT TO SCALE /trot XT82 CITY OF TUIWWILA PUBLIC WORKS DEPT. - ENGINEERING- STREETS - WATER - SEWER- PARKS- BUILDING- by dote designW DUB drawn MC chocked JG Prof sn, JC Vol d4 Odd 1* no 01200 TACOMA • SeATTLE rl.R•n4nIaMww, atanO ea Iona, 8/27/495 PLAN VIEW CONCRETE VALVE MARKER POST LOCATED ADJACENT TO METER BOX PAINTED TWO COATS OF NON - CORROSIVE PROTECTIVE PAINT, PER A.W.W.A. STANDARDS. (FIELD LOCATE). 2 PIPES THREADED LENGTH TO SUIT BRASS NIPPLE CONCRETE METER BOX FOG -TITE #2 CONCRETE THRUST BLOCK CAST IN PLACE UNDISTURBED GROUND TWO PIECE CAST IRON VALVE BOX WITH STANDARD 24' BASE AND 18' TOP WITH 2 OVERLAP EQUAL TO RICH VALVE BOX OR EQUAL UDS TO HAVE TABS SEE VALVE BOX DETAIL 2 X 2 1/2 BRASS ADAPTER, SCREWED X STANDARD HOSE THREADS 36' MIN. ELEVATION VIEW WATER MAIN NOTE: 3 - 2 STREET ELBOW ALL PIPE SHALL BE BRASS BEYOND GATE VALVE ONOT TO SCALE 2 1/2' CAP W/ GASKET NOT VENTED 2 COUPUNG 2' 90' ELBOW NO DRAIN HOLE 2' PIPE, THREADED LENGTH TO FIT 2' BLOW-OFF ASSEMBLY MUELLER SERIES 110 ADAPTER 1 1/2' OR 2' HIGH MOLECULAR POLYETHYLENE (LENGTH TO FIT FIELD CONDITIONS) • 1 1/2' OR 2' z 90' BRASS SVANG JOINT AND ADAPTERS NOTES: 1. MUELLER SERIES 110 COUPLINGS INSTALL NEW METER BOX (ONLY WHERE NOTED ON PLANS) 'LOCATOR TAPE' TEE•OR TAPPING SADDLE MAY BE USED TO CONNECT TO MAIN (TEE SHOWN) 2' CORPORATION STOP AND DOUBLE STRAP SADDLE -2 FL X 2 TURD COMPANION FL (2' SERVICE ONLY) 2 X 6' BRASS NIPPLE (2" SERVICE ONLY) L 2 HIGH MOLECULAR POLYETHYLENE (SXT) FIPT ADAPTER (2' SERVICE ONLY ) 1 1/2' OR 2 HIGH MOLECULAR POLYETHYLENE (LENGTH TO FIT FIELD CONDITIONS) PROVIDE LOCATING LOCATING TAPE OVER FULL LENGTH OF SERVICE UNE 2. ANY METERS DAMAGED OR CLOGGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CITY & BACKCHARGED TO THE CONTRACTOR 3. USE METER SETTER WITH 1- BY PASS LOCKING ANGLE STOP & CHECK VALVE 4. RELOCATE EXISTING METER TO PROPERTY UNE WHERE NOTED ON PLANS, INSTALL NEW METER BOX FOG -TITE No.2 WITH H2O LOADING UD O2' WATER SERVICE CONNECTION NOT TO SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS NOTES, DETAILS & SECTIONS no dots revisions l fie no 201142 scale AS SHOWN date 03/08/04 T R :1C1200112011421201142c502.dwg, Layout1, 3/17 /2004 3:24:04 PM, dwalker, Oce TDS80012x18.pc3, ARCH expand B (18.00 x 12.00 Inches), 1:2 1 NYORANT USE PROCEDURES 1. THERE SHALL BE AN ACCEPTABLE HASIDIM STATE APPROVED BAaO1.OW MICE A HYDRANT METER SHALL BE OBTAINED FRE6I THE WY. (NOT SHOW) 2. F APPROVED BY THE OTT. DIEING & CLOSING OF HYDRANT VALVE SHALL BE WTH AN ACCEPTABLE 1110401 TO RECEIVE TIE 5-9DED NUT. 3. THERE SHALL BE AN AUXILIARY VALVE ATTACHED TO THE 2 1/2' HOE PORT OF THE HYDRANT. 4. NNE HYDRANT VALVE SHALL BE FILLY OPENED AND THE WATER USE CO 41ROUED EKaUsllaY BY TIE AUXILIARY VALVE. 5. iiE AUXIIARY VALVE SHALL BE OPERATED N A SOW VAINER TO PREVENT UNDUE SHOE PRESSURE ON TEE WATER S1SIEIL OHYDRANT USE NOT TO SCALE NOTES: 1. WEN AN 18 -1401 SEPARATION CANNOT BE *DICRWD OETTEEN THE NEW SEER MAN 0R FORCE MAD, AND.TNE DOSING WATER LINE CROSSING, A 12' CIA. 0UCTEE RCN OCAS/NEW PIPE SHALL BE INSTALLED AS A SLEEVE FOR TIE SEWER PIPE' 2. CENTER SEVER MAN PPE UNDER WATER IDE CROSSING 10 MAXIMIZE JOINT SEPARATION FROM PPE CR05584G. 3. THE VOIDS OF THE ENCA9]ENT PIPE SHALL BE RUGGED 11H A COID47 CONCRETE PLUG TO PREVENT UEA1ONG OF MATERIALS INTO DICASOIENT PIPE. OWATER LINE CROSSING DETAIL NOT TO SCALE NARKED 9TH THE LETTER 'V' INSET Y TO BE PANTED BLACK PRECAST REINFORCED CONCRETE P06T HOMES • 1. PRECAST ENFORCED POST SHALL BE PANTED RUSTOLEUM 1659 YELLOW GLOSS 2. THE DISTANCE FROM THE MARKER POST TO THE WATER MAN SHALL BE PANTED (STENCILED) 01 THE BACKSIDE OF THE MARKER POST N BLACK NTH A 2' HIGH NUMBER. 3. VALVE MARKER POST SHALL BE REWIRED 111E4 EVER THE WATER VALVE IS LOCATED N AN UNPAVED AREA 4. THE POST SHALL ALSO BE REWIRED AT BLOW-CIF INSTALLATION N THE SAME CONDITION AS WATER VALVES. (11)VALVE MARKER POST NOT TO SCALE WATER MAN PIPE (LOCATION VARIES) SEE DEPTH BEOUPFIIENTS FOR IRIN. COVER ON TIE WATER NUN. VANED DENS MAY 80 REQUIRED DUE TO COERCiS NTH MEG UIUTES AND /ON LATERAL AND VERTICAL GRADE REWIRE E NISI FINISHED GRADE CITY TO PRUDE METER 80X(S) THERE SEINE IS TO BE RELOCATED. 6' FOR RIMMED SEAM APPLICABIF 'SINCE STRAP SADDLE CORPORAiION STOP COPPER - N EER No. 11-15028 • WATER SERVICE IS 3/4' UNLESS NOTED AS NEW NETER OR REUSED EI51NG MEIER STALL BE SUPPLIED BY 110 0TY AND INSTALLED BY 11E CONTRACTOR METER SETTER LASING OR CI1Y /r PROVIDED FOR RAM 108046 SERVICE CONTRACTOR TO FEW 1 VERIFY SIZE/LOCADON CONNECT TO 9467116 ERNE TITH CITY APPROVED • COUPLER OR ADAPTER TYPE K COOPER PPE (PER SPEOFlCATIONS) ()RECONNECT EXISTING 3/4' OR 1' WATER SEVICE NOT 1O SCALE 1 LOUSING CR NEW VALVE CI VALVE BOX ADJUSTMENT NOT TO SCALE CONCRETE NEVER 80X MAT04 E. GRADE BQ1E: 1. ALL LOSING CONCRETE VALVE BOXES 9HAL1. BE REPLACED 111111 CAST RCN BOSS AND ADJUSTED TO GRADE. 2. ALL EXISTING CAST IRON VALVE BOXES SHALL DE ADJUSTED TO GRADE 94TH CAST RON. COMMENTS 3. ALIGNMENT OF DE VALVE BOX SMALL BE THE CONTRACTORS 9058049&UTY AND CARE SHALL BE TAIEN TO ENSURE THAT THE VALVE MAY BE OPERATED. 2 GALVANIZED SCREENED OUTLET AND PPE - SAME SUE AS GIFT PPE CONCETE COVER AUNT NM LID CAST RON VALVE BOX AND LLD PIPE SADDLE FORCE MAN r12' PROPERTY � LIFE NR & VACUUM RELEASE VALVE CANE VALVE W/ OPERATING NUT TYPE 'K' COPPER PPE OAIR RELEASE VALVE ASSEMBLY NOT TO SCALE t10� 1. PIING TO VALVE AND VALVE 97E AS NOTED ON PLAN. 2. LOCATE AT HIGH PONT OF MAN. 3. TAP MP Cf MARL CITY OF TUKWILA PUBLIC WORKS DEPT. - ENGINEERING - STREETS WATER -SEWER- PARKS- BUILDING- by date desired DNS drawn MCC � t,. J. Prat •^9 JC Pal de Said bk no d-s A © 0 TACOMA • SEATTLE m �mOMMNOLn.•i1Sm PrmurrINfyusarwm scram 1DAES 8/27/05 FINEHED GRADE OR =GRADE BA001LL MATERIAL CON9S1940 6'SUTABLE EXCAVATED MAIFRIA. 'D' SPECIAL PRECAUTIONS TO PROTECT PIPE TO TEES LEVEL •BA091LL MATERIAL WESTING OF SUITABLE EXCAVATED MATERIAL • RIGID RIPE SPRING LINE INVERT ELEV. 5/8' CRUSHED BACEILL RR PPE BEDDING AS R REQUIRED .9- 18' & 24' DIAMETER PIPE tlx: 1. THE TRENCH SECTION EOM ON THE PLANS ARE FOR 1HE PATIENT LMTS FOR FOUNDATION GRAVEL AND BANK RUN GRAVEL 2. 114E COSTS OF FURRED/1G Ate PLACING DE PIPE BEDDING MATERIAL SNAIL BE INCLINED N THE UNIT PRICE 8D FOR PPE N PLACE 3. N THE EVENT THAT A PORTION OF NETS PAYMENT TIDiM FALLS OUTSIDE THE EASING PAVEMENT, Di D4 ONLY THAT WIDTH COVERED BY ME EXISTING PAVEMENT SHALL BE PAID AS ASPHALT PAVEMENT REPAIR 4. N NNE EVENT THAT A PORTION OF THE PAYMENT WIDTH IS N A GRAVEL SECEDER. IBM MAT PORTION SHALL BE PAID AS CRUSHED SURFACING TOP COURSE 5. WERE A PAV179NT REPAIR IS REQUITED, TIE TRENCH SECTION PANDIT UMIT LINE KILL BE BOUNDED AT DE TOP BY BOTTOM O NEW ROAD BALLAST (SUBfR, ACE) PPE DEPTH A I 8' I la I 12' I 14' 115 111E 120' 22' 24' I 26' 128' BOTTOM OF TRENCH PATIENT WIDTH 8 3'- 9' 1RAN9110N FOR TRENCH PATIENT M1DTH C 1.5' 1.5' 1.75' 2.25' 2.75' 3.25' 3.75' 4.25' 4.75' 5.25' 5.75' 6.25' TOP OF TRENCH PAYMENT WON ,D 6.75' 6.75' 7.25' 625' 9.25' 0.25' 11.25' 12.25' 13.25' 14.25' 1525' 16.25' MAX SURFACE RESTORATION PATIENTLM1S E . 7' RIIIIIIRRINPRIIMPIIIIIMMIRRIIIIIIIII �'•'-- "'- -••'-- ""' -Ii.ii Viii Ytii'Lllrr�tl -r• 9' BEDDING DEPTH BELOW PIPE F 6' SPECIAL PRECAUTION DEPTH G 12' 4 , 6' & 8' DIAMEiER PPE PIPE DEPTH " A IEOUSS I 6' I to 112' i 1e 116' i 18' 120' 12z 122' 124' 126' 26' BOTTOM OF TRENCH PAYMENT NOM 8 - 2'- 6' IRA/S DON FOR TRENCH PAYMENT YOUTH C 1.5' 1.5' 1.75' 2.25' 2.75'. 3.25' 3.75' 4.25' 4.75' 5.25' 575' 6.25' TOP OF TRENCH PAYMENT 6V2 0 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' MAX SURFACE RESTORATION PAYMENT UW15 E 6' 7' 8' 9' 10' If Iz 13' 14' 15' 16' 17 BE00NG DEPTH BELOW PIPE F 4' SPECIAL PRECAUTION DEPTH G 12' 10' & 12' DOMEIER PPE PIPE DEPTH A LESS 8' I la I 12' t4' 116' . 18' 12a 122' 24' 126' 128' BOTTOM OF TRENCH PAYMENT WIDTH B 3'- 0' TRANSITION FOR TRENCH PAYMENT ROTH C 15 1.5' 1.75' 2.25' 2.75' 3.25' 3.75' 4.25' 4.75' 5.25' 5.75' 6.25' TOP IN TRENCH PAYMENT WIDTH 0 4.5' 5.5' 6.5' 7.5' 8.5' 9.5' 10.5' 11.5' 12.5' 13.5' 14.5' 15.5' MAK SURFACE RESTORATKN PAYMENT EMITS E 6.5' 7.5' 8.5' 9.5' 10.5 11.5' 12.5' 13.5' 14.5' 15.5 16.5' 173' BEDONC DEPTH BELOW PIPE F 4' SPECIAL PRECAUTION DEPTH 6 12' ®TRENCH SECTION -RIGID PIPE NOT TO SCALE FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS NOTES, DETAILS & SECTIONS no dote revisions 65.03 Hie no 201142 SOWS AS SHOWN dote 03/08/04 EY