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HomeMy WebLinkAboutPermit PL12-040 - MARSH STEPHANIE - SHORT PLATSShort Plat (91ots) LAND DIVISION LAND DEVELOPMENT 14487 56"' AV S PL12-040 L 12-043 E 12-009 City of Tukwila Jhn Haggerton, Mayo) Department of Community Development Jack Pace, Directo► December 15, 2014 Stephanie L. Marsh 126 SW 148th St, C-100 #437 Burien, WA 98166 steph.marsh@comcast.net RE: Marsh 9-lot short plat L 12-043, E 12-009, PL 12-040 Dear Ms. Marsh: As you know, the Tukwila Short Subdivision Committee granted preliminary approval to the above - referenced short plat application on April 30, 2013. Per TMC 17.12.040, upon written request by the applicant, "the Short Subdivision Committee may grant one extension of not more than one year." The Short Subdivision Committee has reviewed your request for extension. This letter is to acknowledge our approval of your request and to formally extend the deadline from April 30, 2014 to April 30, 2015. Sincerely, Jack Pace Director Community Development Minnie Dhaliwal From: Stephanie Marsh <steph.marsh@comcast.net> Sent: Thursday, June 26, 2014 3:11 PM To: Stacy MacGregor Cc: Minnie Dhaliwal Subject: RE: Marsh - 9 Lot Short Plat at 14487 56th Ave. South - L12-043 Importance: High Follow Up Flag: Follow up Flag Status: Flagged Hello, Yes... I do need that extension as I have totally been out of it since my dad had been so sick the end of 2013 and the 15t part of the year and then passed away the end of March 2014. That was the hardest thing I have ever been through so far in my life. I am still trying to catch up and get back on track. Please let me know what do I need to do to have this happen? Thank you, Stephanie Marsh 206-835-8250 From: Stacy MacGregor[mailto:Stacy.MacGregor@TukwilaWA.gov] Sent: Wednesday, June 25, 2014 3:53 PM To: 'Stephanie Marsh' Cc: Minnie Dhaliwal Subject: RE: Marsh - 9 Lot Short Plat at 14487 56th Ave. South - L12-043 Stephanie, I just realized that your preliminary approval expired in April. We have the ability to grant a one year extension and, while you are supposed to request it prior to expiration, we are willing to grant it retroactively from the expiration date. Please send an email if you would like this extension. I have accepted employment with another city and today is my last day at the City of Tukwila. Please send any future questions or requests to Minnie Dhaliwal at the above email. I wish you all the best on your project. Regards Stacy MacGregor Tukwila Assistant Planner /Tuesday- Thursday 8:30-2:30 6300 Southcenter Blvd / Tukwila, WA 98188 ph: (206) 433-7166 / fx: (206) 431-3665 Stacy. MacGregor@TukwilaWA.gov / www.TukwilaWA.Bov The City of opportunity, the community of choice. From: Stephanie Marsh [mailto:steph.marsh@comcast.net] Sent: Friday, June 13, 2014 11:58 AM To: Stacy MacGregor Cc: David McPherson Subject: RE: Marsh - 9 Lot Short Plat at 14487 56th Ave. South - L12-043 I would like to set up an appt to meet to see what I would need to do to just build one house for right now? Build it on the lot closest to the street where a old house already sits and would be torn down to build the new one. See attached. Please let me know the day and time that works for you guys? Thank you, Stephanie Marsh 206-835-8250 J ity of . ukwila Department of Public Works MEMORANDUM q � Jim Haggerton, Mayor Bob Giberson, P.E., Director TO: Laurie Anderson FROM: Laurie Werle r MAY — 8 2013 DATE: 05/.08/13 f UKI/VSUBJECT: Marsh Short Plat ,w1_q D�,� Permit L12=043 pl 12 - O¢D) Geotechnical Peer Review / vt�ldo( '0j q /9 Please draw a check in the amount of $795.76 (seven hundred ninety-five dollars and seventy-six cents) to be payable to Stephanie Marsh, 126 SW 148'" St. C100, #437, Burien WA 98166. A check was deposited for $2,000.00 by Stephanie Marsh for Geotechnical Peer Review. Two reviews were completed for a total of $1,204.24 which leaves a balance of $795.76 due back to Ms. Marsh. Thank you! LG� Mtl Bo Giberson, Public Works Director �kA v� 03 3z� q.24 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 0 Fax: 206-431-3665 CITY OF TUKWILA t 6200 Southcenter Boulevard Tukwila WA 98188-2544 •"s'oa.: CLAIM VOUCHER NO. 363415 DATE CHECK NUMBER VENDOR NUMBR E _ VENDOR cuwlMaVOUCHERTNO 05/20/2013 363415 014918 STEPHANIE MARSH 363415 PURCHASE ORDER NO. P.O. DATE INVOICE NUMBER L12-043 INVOICE DESCRIPTION PEERS REVIEW REFUND ACCOUNT DIS TRIBUTION 000.13.532.200.41.00 AMOUNT DUE 7 3 1211 1311 P76 f 10. 011 12. rIW31 GRAND TOTAL 795.76 AUDITING OFFICER'S CERTIFICATION I, the undersigned do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and unpaid obligation against the City of Tukwila, and that I am authorized to authenticate and certify to said claim. X F V CITYOFTUKW|LA 82O0SoudhoenterBoulevard Tukwila WA 98188-2544 CLAIM VOUCHER NO 363415 %- ENqP TAI AUDITING OFFICER'S CERTIFICATION ' 1, the undersigned do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and unpaid obligation against the City of Tukwila, and that I am authorized to authenticate and certify to said claim. City oiTukwila Department of Coinn nli4� Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 3365900100 Address: 14487 56 AV S TUKW Suite No: Applicant: MARSH SHORT PLAT Receipt No.: R13-01007 Initials: LAW User ID: 1632 Payee: STEPHANIE L MARSH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1204 2,000.00 Authorization No. Permit Number: L12-043 Status: PENDING Applied Date: 12/04/2012 Issue Date: Payment Amount: $2,000.00 Payment Date: 03/11/2013 02:47 PM Balance: $0.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PW PEER REVIEW 000.13.532.200.41.00 2,000.00 Total: $2,000.00 doc: Receiot-06 Printed: 05-08-2013 _. x City of Tukwila Department of Community Development SENT VIA EMAIL NOTICE OF DECISION Preliminary Approval . April 30, 2013 Stephanie L. Marsh 126 SW 148"' St, C-100 #437 Burien, WA 98166 steph.marsh@comcast.net RE: Marsh 9-lot short plat L 12-043, E 12-009, PL 12-040 Dear Ms. Marsh, Jim Haggerton, Mayor Jack Pace, Director The Short Subdivision Committee has completed review of your short plat application (No. L12-043). This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. The City SEPA Responsible Official has previously determined that this project, as proposed, does not create a probably significant environmental impact and issued a Determination of Non -Significance (DNS) on April 5, 2013 (file number E12-009). There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows. The relevant Tukwila Municipal Code (TMC) citation and/or requesting division follows each condition. 1. Preliminary Approval Conditions of preliminary approval. 1. The wetland delineation and classification done by Altmann Oliver Associates is accepted. (Planning) 2. Individual "street" trees are required (one each lot); trees may be planted upon completion of the individual homes. These trees do not include those plantings that are existing, mitigation plantings:, or plantings in the landscape strip adjacent to Tract A. Final approval of the individual homes will not be completed until the trees on the individual lots have been planted and accepted by the City. (TMC 17.20.030 Gl, Planning) SM Page 1 of 6 04/30/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 3. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement and a Sensitive Areas Covenant and Hold Harmless Agreement. Recording fees (estimated $71) to be paid by applicant. Agreements will be recorded at King County, after Mayor signs the document. (Submit signed agreements at least ten (10) days prior to expected final short plat recording, as City must have time to process these documents). (See draft enclosed). (TMC 18.45.130 D4, Public Works) 4. Construction of infrastructure and all buildings requires construction monitoring and reporting by the geotechnical engineer. (TMC 18.45.130 F1-2; Planning) 5. A landscape plan is required with any future development permit if any area with steep slopes is proposed to be cleared for development. The landscape plan shall meet the standards of TMC 18.45.130 C2. Additional tree replacement is required for any trees removed in a sensitive area per TMC 18.54.130 3. The landscape plan will require compliance with TMC; a tree clearing permit will not be required. (Planning) Common Improvements 6. Obtain and final a demolition permit to remove the existing house and any other structures to be removed. On the final site plant, do not show any structures, concrete and easements that have been eliminated. (Building) 7. The sidewalk shall continue around the entire perimeter of the cul-de-sac. Describe the landscape stripe and include a street tree every 25 feet and landscaping to integrate with the front yard of each home. (Public Works and Planning) 8. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. All work related to the common improvements, the utilities, the wetland, and the frontage improvements, shall be reviewed, approved and inspected under the type "C" permit. (Public Works) 9. Show how proposed lots are to be accessed off the proposed Private Street, considering the steep slopes and possible retaining walls. Provide cross -sections through middle of driveways, proposed contours, and/or proposed spot elevations; as needed. As part of the required infrastructure improvement permit, show the expected location of new buildings and driveways, including the finished floor elevations of buildings. (TMC 17.12.020A8n, Public Works) 10. All utilities are required to be underground, per City ordinance. (Public Works) 11. If not already in existence, provide street lighting at 56"' Ave. South access, to be constructed to current City Public standards. (Public Works) 12. The angle of departure at page 6 of 17 needs to be reduced. (Fire Department) 1.3. The applicant (or assigns), specialist(s) of record, contractor, and department representatives will be required to attend pre -construction meetings prior to any work on the site. (TMC 18.45.060 4, Planning) 14. The specialist(s) of record shall be retained to monitor the site during construction. (TMC 18.45.060 5, Planning) 15. Show and label any proposed rockeries and/or retaining walls. Rockeries and retaining walls over 4 feet high and/or surcharged will require a separate Building Permit. Rockeries and structural retaining walls shall have required drainage. (Public Works) Trees and Wetland Protection 16. All future construction permits, including infrastructure permits, shall show the surveyed trees on the required site plan. (Planning) 17. No clearing of trees within the sensitive areas buffer is permitted. (TMC 18.54.050, 18.45.070 B9; Planning) 18. Every reasonable effort shall be made to preserve existing trees and vegetation and integrate them into the site design. Additionally, wherever any portion of an area of potential geological instability is cleared for development, a landscape plan for the site shall include tree replanting with an equal mix of evergreen and deciduous trees, preferably native, and approved by the Director. Replacement vegetation shall be SM Page 2 of 6 04/30/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc sufficient to provide erosion and stabilization protection. All future infrastructure permits shall show limits of clearing and include a landscape plan to address this condition. (TMC 17.20.030 2, Planning) 19. Prior to work on any permit, all trees to be retained within the construction limits (infrastructure or house construction permits) and all vegetation on steep slopes outside the construction limits shall be surrounded by protective fencing must be flagged and have vegetation protection fencing in place. Tree protection fences must be placed at a radius of one and one-half foot for every inch in diameter of the tree being retained. Once the trees are marked and the vegetation protection fences installed, the applicant must call the City for inspection. (TMC 18.54.130 2a,b; Planning) 20. The boundary between the wetland buffer and the remainder of lots 4-7 shall be permanently identified with 2 or 3-rail, wood, split rail fencing. A wood, plastic or metal sign shall be mounted on the fence (one sign at least per lot). The sign shall be 10 x 1.2 inches, permanently affixed to the post by bolts and with the following wording: "Protection of the natural area is in your care. Alternation, dumping or disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City of Tukwila at 206-431-3670 for more information." (TMC 18.45.060 6, Planning) 21. Existing viable native plant life shall be preserved within the buffers. (TMC 18.45.080 F4, Planning) Miscellaneous Documents 22. Provide draft copy of any private utility maintenance agreement for review. (Public Works) 23. Provide draft copy of Tract `A' — Private Ingress, Egress and Utilities Maintenance Agreement. This shall be a separate document from the Final Short Plat map and be recorded at King County. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Tract `A' —Maintenance Agreement should include language stating who will maintain the paved area and utilities, and by what portion. Landscaping, including street trees every 25 feet shall be provided in the landscape strip and maintenance responsibilities shall be described. (Public Works) Miscellaneous Comments 24. Transportation Concurrency Test Fee applies to this Short Plat and is due prior to final approval. (Public Works) 25. Transportation Impact Fees and Fire and Parks Impact Fees apply to the future Building Permit(s). (Public Works and Fire) 26. Turnover documents will be required for any infrastructure along 56rd Ave. South: for sidewalk, pavement, curb/gutter, and street lighting (if applicable); within the City Right -of -Way. Appeals This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time, limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (04/ /13). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. SM Page 3 of 6 04/30/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc 5. Appeal fee of $563 plus hearing examiner fees. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Annroval The next step is to install the required site improvements comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, hold harmless agreement, and other required paper work). The surveyor's original signature is required on the face of the survey. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. a. The final short plat document shall meet the recording requirements of the King County Recorder's Office. b. The original notarized signatures of all property owners must be on the face of the plat. 3. All easements that are granted to and from the property owner shall be created on the face of the plat and shall include a legal description; separate Use and Binding maintenance agreements including a legal description to provide for the access and maintenance of commonly owned private facilities (Tract A, utilities) are required. (TMC 17.12.030 9) 4. Public Works requires recordable documents, separate from the short plat, for easements granted to a third party, use and maintenance agreements, property dedications, surface water maintenance and other documents affecting the use of real property. Legal descriptions shall be included. 5. Environmentally Sensitive Area Notice shall be recorded against the affected parcels and the recording number shown on the face of the plat. 6. Your submittal must include separate draft documents for use and maintenance agreements and third party easements to be recorded with the short plat. Survey Documents 1. Label Private Street Name on Short Plat Site Development Plan sheet, as assigned by City of Tukwila, Fire Department. 2. Include the legal description of Tract A. (TMC 17.12.030 8) 3. Show all easements on the short plat, including: a. Tract A shall be described on the face of the plat with a note stating the purpose and limitations. (TMC 17.04.060 8) Tract A shall have an access easement. Emergency access shall be included in this easement. SM Page 4 of 6 04/30/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc b. Easement for sewer line on old parcel #3365900100 shall be shown on face of plat. Add "KC Recording number " c. Create sensitive areas easements on parcels 4-7. A 10' setback from the wetland buffer is required. Identify the area 10' from the buffer's edge as a no -build sensitive area's setback. (TMC 18.45.170 A, Cl; TMC 18.45.080 El, Planning) d. Any other new easements established for this plat. 4. Revise the short plat recording documents: a. Show the correct vicinity map. b. Provide a note on short plat map: "Project is to comply with the Geotechnical Engineering Evaluation, by Bruce S. MacVeigh, P.E., dated December 4, 2012; Geotechnical peer review prepared by Golder Associates, Inc., dated March 21, 2013; and subsequent geotechnical reports/evaluations" (Public Works, TMC 18.45130 DI -3) c. Provide a note on short plat map: "Individual house foundation and drainage system shall provide a specific geotechnical assessment, with final design recommendations. " (Public Works) d. Show and label any built rockeries and/or retaining walls. (Public Works) e. Provide legal description(s) for any private storm drainage easement(s), on short plat map. f. Provide legal description for private street Tract `A', on short plat map. g. Short Plat Survey Map — Slit. 1 of 3 — Revise to be `A PORTION OF THE N 1/2 OF THE NW 1/4 ---. See top and bottom left of sheet. h. Short Plat Survey Map — Slit. 2 of 3 — Revise to be `A PORTION OF THE N 1/2 OF THE NW 1/4 ---. Tax Lot --- 0005 legal description should be LOT 1 not LOTS 1. Tax Lot --- 0100 legal description should be LOT 18. i. Short Plat Survey Map — Slit. 3 of 3 — Revise to be `A PORTION OF THE N 1/2 OF THE NW 1/4 ---. j. All trees shown on the site survey and replacement trees planted as mitigation (unless removed for infrastructure permit) shall be shown on the face of the final plat. Include a note on the face of the plat "Every reasonable effort shall be made to preserve existing trees and vegetation and integrate them in the site design per TMC 17.20.030 (2).Cleared areas shall be re -vegetated per an approved landscape plan according to TMC 18-45-130 (C2). " k. Remove the references to Native Growth Protection Area. This term applies to a specific development and not to this project. (Planning) 1. Provide a note on the plat: "A tree is required in the front yard of each lot. Lot 1 has two fronts and shall have a tree on each front. Future home building permits will have a conditioned stipulating that planting of the tree(s) is required prior to building permit final. " in. The front door for future house on Lot 1 shall face 56"' Ave South. A side load garage off of the access tract is appropriate. Revised the building setback lines for Lot 1 to 20' on the south, 10' on the north, and 5' on the west and south. 27. The legal descriptions for the topographical survey are not correct; do not record this document. Expiration The final approved short plat must be filed with the King County Department of Records by April 30, 2014, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. RecordinE The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. sM Page 5 of 6 04/30/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand -delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Stacy MacGregor. Sincerely, J ck Pace Chair, Short Subdivision Committee Enclosures: Sensitive Areas Covenant and Hold Harmless Agreement -Draft Environmentally Sensitive Area Notice Traffic Concurrency Certificate Application Red -lined plan sheets 1-3 cc: fraf Bob Giberson, Public orks Director �RT (please initial your approval) Nick Olivas, Fire Chief &Di � lease initial your approval) Dave McPherson, Development Engineer Don Tomaso, Fire Marshall Stephanie Marsh, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division PL12-040 Marsh Short Plat SM Page 6 of 6 04/24/2013 HAL12-043 E12-009 Marsh SP\SP NOD.doc { Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59t" Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 April 10, 2013 Golder Associates, Inc. Attn:' Steven Van Shaar, P.E. 18300 N.E. Union Hill Road, Suite 200 Redmond, WA 98052 Subject: Response to Comments, Geotechnical Evaluation for Stephanie Marsh 9-Lot Short Plat, 14487 56th Avenue S., Tukwila, WA 98168 Dear Mr. Van Shaar: This letter provides for additional information and clarification reference the comments in your review of the above dated March 21, 2013. Thank you for the thoughtful comments. They are much as I would have come up with. Of note is that this office will remain closely associated with the project through at least the construction of the common infrastructure, that is, the common private road and its drainage, and the installation of the water and sewer mains. Based on past experience, we will likely also remain working with the property through the actual construction of residences. For your convenience I will respond in the order given in your letter. 1. Concerns bearing soils for new residences in fill areas. As you noted, this site will require a rather large amount of structural fill due to its topography and access road geometry requirements. We provided the recommended allowable soil bearing pressure for the undisturbed soils for the residences, but intentionally did not specifically recommend one for the new fill. The specific design we have prepared (preliminary at this point) for the new common road is intended to provide the short plat requirements for the common infrastructure construction. By the nature of the large fill (and cut) work required for the road, certainly a great deal of "new" soil will lie under future residences and their driveways. In addition, the design of the future homes will require additional cuts and fills, and likely some retaining walls, the design layouts and specifics of which are reserved until the actual building permit time for each residence when these are known. We recommend that the conditions of all residential site related soils be evaluated at that time. It is the intent of the stated requirements for the fill associated with the road construction, which will largely under lie future residences and their driveway, that f it be placed so that the future structures rest on completely prepared structural fill related to the road construction. In other words, that any fill placed on site for the road construction be fully structurally placed fill, both by the material placed and its compaction (along with benching, etc.). It would be our intent, based on the depth of the fills and their importance for road stability and future residential construction, that formal densitometer testing be performed by a formal testing laboratory regularly and that the results be forwarded to Tukwila Development Engineering. The spacing and timing of the tests would be as recommended by the testing laboratory at the time of contract. In summery, it is intended (and required by the City) to place all fill in a full structural manner with careful observation and density testing. This being understood, we recommend that for the construction of each residence, which would be a separate construction project from the common infrastructure construction, that all soils be evaluated at the time of residential permit. Again, the specific earthwork requirements for each new residence on its lot will require its own (rather extensive) soils and design requirements at that time, based on the actual building design proposed. 2. Lateral resistance factor of 0.40. Yes, this would be the design lateral resistance factor between layers of structurally placed fill and between a layer of structural soil surface and the bottom of a cast concrete footing. The assumed safety factor is 1.5 minimum, and in actual practice usually is greater that 2.0. In my experience I have never seen a failure from sliding (although it is a real consideration), but have seen the most common from overturning or wall cracking from too hard or early backfilling. 3. Structural Fill Behind Walls. I concur with the recommendation to provide a greater equivalent soil density for compacted structural backfill. We have raised the active design density from 35 PCF to 45 PCF and the passive from 60 PCF to 75 PCF. We have also added the requirement that no backfill of cast concrete retaining walls be done until seven days after the concrete is placed. This information is provided to the City as an Addendum to the earlier geotechnical evaluation. A copy of this Addendum is provided with this letter. 4. Infiltration Tests for Infiltration Trench Design. Yes, the design is intended to comply with the current King County Stormwater Design Manual. The final design for the primary road infiltration trench will be based upon formal falling head tests. As noted, the design up to this point is somewhat preliminary. While we feel fairly confident that the soils observed are consistent and will percolate approximately as suggested, we have reserved the final detailed percolation testing for the formal design when the road is being cut and filled in. The reason is that in many areas of the road the placement of fill will require benching of the original surface (in addition of course to the usual clearing and grubbing). This makes the identification of the soils at the bottom of the future trench somewhat "fuzzy" at this time. This staging of the percolation test is provided in the Addendum prepared for the City. It is the intent to provide actual percolation tests in the future when the road bed has been structurally placed and adjust the trench size for final design at that time. This,is agreeable to the City staff. 5. Pavement Design Specifications. We concur with the need for the formal design of the road pavement. It is our intent to have densitometer tests and CBR recommendations from the testing lab at that time. This is all because while the fill will be a quality sandy pit run ballast material, the potential for some variability in the product provided makes this end of fill testing important for an accurate design. (I could provide a rather detailed and restrictive set of AASHTO soil requirements as with freeway or airfield design, but for this scale of project do not judge them to be useful.) This requirement is also provided in the Addendum. Thank you again for your review and feel free to contact me should you have any further thoughts. Sincerely yours, Bruce S. MacVeigh, P.E. Civil Engineer EXPIRES: 4/. 4/j 5" I marsh9lotgeocmts/1249 , 1 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59'1' Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 April 10, 2013 Subject: ADDENDUM to Geotechnical Evaluation for Stephanie Marsh 9-Lot Short Plat, 14487 56th Avenue S., Tukwila, WA 98168 (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) General: The original Geotechnical Evaluation prepared by this office, dated December 4, 2012 has been reviewed. The following information is provided based on comments from that review to clarify some areas of information in the original evaluation. The information in this Addendum supersedes that in the original report. 1. The design of the future homes will require site specific cuts and fills, and likely some retaining walls. The design layouts and specifics for each new residence will not be known until time of building permit application. It is recommended that the conditions of all residential site related soils be evaluated at that time. 2. The placement of the structural fill for the new road must be under regular observation by the Engineer at that time. Observed would be clearing and grubbing, bench cutting for deep fills, soil material field testing and documentation, lift depths and proper use of mechanical compaction equipment. In addition, due to the depth of the fills and their importance for road and residential stability, formal densitometer testing should be performed by a formal testing laboratory regularly and the results be forwarded to Tukwila Development Engineering. The spacing and timing of the tests would be as recommended by the testing laboratory at the time of contract. 3. Concerning structural fill behind walls, greater design equivalent soil densities for compacted structural backfill are recommended. The active design density is raised from 35 PCF to 45 PCF and the passive from 60 PCF to 75 PCF. We also add the requirement that no backfill of cast concrete retaining walls may be done until seven days after the concrete is placed. 4. Concerning the road infiltration trench sizing, formal falling head percolation tests will be performed at bottom of trench level after the cut and fill work in that area is complete. Based on the accurate tests at that time, the preliminary sizing of the road infiltration trench will be adjusted for final installation size. The tests and design will comply with all requirements in the current King County Stormwater Design Manual. 0 5. Concerning the pavement design, densitometer tests and CBR recommendations from the testing lab at the time of rough final grade placement will be used to design pavement at that time. The above additional information supplements the original evaluation and provides for more information concerning soil testing and City reporting requirements. Questions relating to this Addendum may be directly to this office. Bruce S. MacVeigh, P.E. ��''C� Civil Engineer G „ewasfi,, marsh9lotgeoaddendum/1249 EXPIRES: 4/24/ /v �. <"i3 March 26, 2013 To: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Stephanie Marsh, Owner 15633 44`' Avenue S Tukwila, WA 98168 Roy Lamothe 14477 56 h Ave S Tukwila, WA 98168 RoyL59@yahoo.com Office of Attorney General NOTICE OF DECISION PROJECT: Marsh Short Plat (9-lots) FILE NUMBERS: E12-009 ASSOCIATED FILES: PL12-040 APPLICANT: Stephanie Marsh, Owner REOUEST: SEPA DNS, Options DNS process LOCATION: 14487 56`h Ave South, Tukwila, King County Assessor King County Transit: SEPA Official State Department of Ecology SEPA Division (checklist & site map attached previously attached with Notice of Application) WA 98168 , parcel Vs: 336590-0050/0010/0015/0020 This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non -significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Stacy MacGregor, who may be contacted at (206) 431-3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). SM HAL12-043 E12-009 Marsh SP\SEPA NOD.doc Page 1 of 1 03/26/2013 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-36 65 Web site: http://www.Tukwi]aWA.gov File Number: Applied: Issue Date: Status: DETERMINATION OF NON -SIGNIFICANCE (DNS) E12-009 12/04/2012 03/28/2013 ISSUED Applicant: MARSH SHORT PLAT Description of Proposal: SEPA for 9-lot short plat with sensitive areas (slopes & wetland buffer). Location of Proposal: Address: 14487 56 AV S TUKW Parcel Number: 3365900100 Section/Township/Range: NW 23-23-4 Lead Agency: City of Tukwila 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 43.2lc.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack Pace, espoMlbl( City of TulkOvila 6300 South enter Blvd Tukwila, WA 98188 (206)431-3670 "'V X)3 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNSOP-8/07 E12-009 Printed: 03-28-2013 City of Tukwila Department of Community Development FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E12-009 I. SUMMARY OF PROPOSED ACTION Divide four lots into nine with associated infrastructure improvements. II. GENERAL INFORMATION Project Name: Marsh Short Plat (9-lots) Applicant: Stephanie Marsh, Owner Jim Haggerton, Mayor Jack Pace, Director Location: 14487 56�' Ave South, Tukwila, WA 98168, parcel #'s: 336590-0050/0010/0015/0020 Zoning and Comprehensive Plan Designation: Low Density Residential (LDR) The following information was considered as part of review of this application: 1. SEPA Checklist dated December, 2012. 2. 9-lot short plat application (file L12-043). 3. Small site geotechnical report/TIR by Bruce MacVeigh, PE dated 12/3/2012. 4. Peer -review of small site geotechnical report by Golder Associates dated 3/21/2013. 5. Wetland Delineation by Altman Oliver Associated, LLC dated 5/8/2012. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Stacy MacGregor, Assistant Planner, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, and Phone: (206) 433-7166. III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review. IV. BACKGROUND/PROPOSAL sM Page 1 of 5 HAL12-043 E12-009 Marsh SP\SEPA SR.doc 03/28/2013 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 The proposal is to divide four lots into nine lots to create nine residential building sites in a low -density residential zone. Site conditions include steep slopes and portions of a 100' wide Category II wetland buffer. A new private road and cul-de-sac will access the site. V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-5. Concur with checklist. 6. The construction will follow issuance of a SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 7. A geotechnical report, peer review of the report and wetland delineation are included in this application. 8. Concur with checklist. 9. Demolition of the existing house and any accessory structures will require a demolition permit. 10-11. Concur with checklist. 12. The site contains class II steep slopes and portions of a 100' wetland buffer. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a. Concur with checklist. b. Development shall comply with the dust control note on the civil site plan sheet. c-g. Concur with checklist. h. ESC measures as recommended in the KCSWM must be utilized. 2. Air: a-c. Concur with checklist. 3. Water: a(1). Yes -there is a wetland located just to the west and northwest of this site. Runoff from this site supports this habitat. Water from this wetland flows into Gilliam Creek, which flows in the Green/Duwamish River. a(2). Yes -this site is within 200 feet of the above described wetland. a(3-5) Concur with checklist. sM Page 2 of 5 03/28/2013 HAL12-043 E12-009 Marsh SP\SEPA SR.doc a(6). Yes -silt and sediment laden run-off could enter the wetland located to the west and northwest. The drainage review and Best Management Practices shall be required with all impacts mitigated as part of the construction permit. b. Concur with checklist. c-d. Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the construction permit. 4. Plants: a. Concur with checklist. b. Tree clearing shall be per City of Tukwila Municipal Code (TMC) Chapter 18.54 (Tree Regulations) which requires mitigation and tree protection for trees located in sensitive areas. Additionally, TMC 17.20.030.A2 requires every reasonable effort to preserve existing trees and vegetation and integrate them into the subdivision's design. c-d. Concur with checklist. Animals: a. Birds -The site will remain partially native and is near native in areas. Many common species of birds may be on the site on occasion. Also circle hawk, heron and eagle. Mammals -Many common species of rodents and small mammals may be on the site on occasion. Other -Amphibians. b. Concur with checklist. C. Yes — This area is part of the Pacific Flyway, a primary corridor for migratory bird species. d. Concur with checklist. 6. Energy and Natural Resources: a-c. Concur with checklist. 7. Environmental Health: a(1). Concur with checklist. a(2). Fire impact fees will apply to building permits of new single family homes. b(1). Concur with checklist. b(2-3). The project must meet City of Tukwila noise ordinance requirements. Construction activity is exempt from noise permitting requirements during daytime hours (lam- lOpm). Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts associated with the project. 8. Land and Shoreline Use: a-g. Concur with checklist. sM Page 3 of 5 HAL12-043 E12-009 Marsh SP\SEPA SR.doc 03/28/2013 h. The site contains areas of Potential Geological Instability Class 2 and Class 3 (see soils report). A geotechnical report was prepared by Bruce S. MacVeigh, PE, dated December 4, 2012. It was peer reviewed by Golder Associates, dated 3/21/2013. Geotechnical Report and peer review recommendations must be incorporated during construction. i-1. Concur with checklist. 9. Housing: a-c. Concur with checklist. 10. Aesthetics: a. Height limits are subject to Tukwila Municipal Code development standards. In the LDR zone where this project is located, the height limit is 30' using the International Buidling Code definition of height. b-c. Concur with checklist. 11. Light and Glare: a-d. Concur with checklist. 12. Recreation: a-c. Concur with checklist. 13. Historic and Cultural Preservation: a-b. Concur with checklist. C. Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a-f. Concur with checklist. g. Permits for individual homes will be subject to transportation impact fees. 15. Public Services: a. Concur with checklist. b. Permits for individual homes will be subject to fire and parks impact fees. 16. Utilities: a-b. Concur with checklist. VI. COMMENTS: On January 24, 2013 notice of application was posted on the site and mailed to property owners and tenants within 500 feet of the project. The optional DNS process in WAC 197-11-335 was used. No comments were received during the single integrated comment period and this DNS will be issued without a second comment period. sM Page 4 of 5 03/28/2013 HAL12-043 E12-009 Marsh SP\SEPA SR.doc VII. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340 a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above Final Staff Evaluation for Environmental Checklist File No. E12-009, and is supported by plans, policies, and regulations formally adopted by the City of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Stacy MacGregor, Assistant Planner Date: March 26, 2013 SM Page 5 of 5 03/28/2013 HAL12-043 E12-009 Marsh SP\SEPA SR.doc Golder Associates March 21, 2013 Project No. 123-93072 David McPherson City of Tukwila 6300 Southcenter Boulevard #100 Tukwila, WA 98188 RE: GEOTECHNICAL REVIEW OF PROPOSED DEVELOPEMENT 14487 56T" AVENUE S, TUKWILA, WASHINGTON Dear David: This letter summarizes our review of geotechnical documents submitted to the City of Tukwila for the proposed development at 14487 56th Avenue S, Tukwila, Washington. Golder Associates Inc.'s (Golder) review was authorized by the City of Tukwila on March 12, 2013 based on our revised proposal dated March 11, 2013. We received the following documents to aid in our review: ■ Geotechnical report: "Geotechnical Evaluation for Stephanie Marsh; 9-Lot Short Plat, 14487 56th Avenue S, Tukwila, WA 98168; (PN's: 336590-0005, 336590-0010, 336590- 0015, 336590-0020 and 336590-0100" by Bruce S. MacVeigh, PE, dated December 4, 2012. ■ Site plans (2 sheets): "Site Improvement Plan; 9-Lot Short Plat; 14487 56th Avenue S, Tukwila, WA 98168; (PN's: 336590-0005, 336590-0010, 336590-0015,. 336590-0020 and 336590-0100" by Bruce S. MacVeigh, PE, dated December 2, 2012. ■ Letter: "Wetland delineation for xxx 55th Avenue S, Tukwila, WA; Parcels 336590-0005, - 0010, -0015, -0020" by Altmann Oliver Associates, LLC, dated May 8, 2012. Golder reviewed the documents to verify the conclusions appear to be consistent with the data presented in the documents, that the scope of the geotechnical evaluation appears to meet local standard of practice, and that they address all the geotechnical issues that are typically necessary as a basis for design and construction of this type of project. REVIEW COMMENTS 1. A significant amount of structural fill (estimated 12,000 cubic yards) may be required for the proposed new residences. Allowable bearing pressure for footings on undisturbed soils is provided. Will any foundations be placed on structural fill? If so, please provide recommendations for footings founded on structural fill. 2. A "lateral resistance factor of 0.40" is recommended for design of structural retaining and basement walls. We assume this is the coefficient of friction between the base of footings and the soil beneath. Please confirm. Also, please indicate the factor of safety included (if any) in the 0.40 value. 3. Please clarify if/when wall backfill is considered structural fill (and therefore must meet structural fill requirements). If wall backfill is not considered structural fill, then the recommended lateral earth pressures may be too low, in our opinion. If requirements (e.g. material, compaction) for wall backfill are different from structural fill, please clarify the requirements. 032113_sv1_tukw1la shortplat comments.docx Golder Associates Inc. 18300 NE Union Hill Road, Suite 200 �S Redmond, WA 98052 USA Tel: (425) 883-0777 Fax: (425) 882-5498 www.golder.com Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation David McPherson March 21, 2013 City of Tukwila 2 123-93072 4. The geotechnical report indicates infiltration of stormwater at the site is feasible, and that current plans include a common on -site infiltration system for stormwater. Does the current design meet the requirements of the King County Stormwater Design Manual, as adopted by the City of Tukwila? Our understanding of the requirements is that design of the infiltration system must be based on infiltration tests performed at the site in the soil unit to be used for infiltration, for example. 5. The project includes a paved private road. Other than compaction requirements for subgrade, we did not see any other recommendations regarding the pavement design. Please provide parameters necessary to design a pavement section, e.g. modulus. CLOSURE Please contact us if you have any questions concerning our review. Sincerely, GOLDER ASSOCIATES INC. -. Steven Van Shaar, PE Project Engineer SRV/JGJ/tp James G. Johnson, LEG Principal 032113_sv1_tukwila shortplat comments.docx = Golder Associates MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Stacy MacGregor, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer David.McPherson(&TukwilaWA.gov DATE: February 12, 2013 SUBJECT: Marsh — 9 Lot Short Plat 14487 561h Ave. South TL nos. 336590-0100, 0005, 0010, 0015, and 0020 SEPA, Short Plat, and Miscellaneous Comments SEPA — E12-009 The environmental checklist should be revised as follows: A. Background 7. A geotechnical report was prepared by Bruce S. MacVeigh, P.E., dated December 4, 2012. B. Environmental Elements 1. Air c. Comply with dust control note on civil site plan sheet 1. Water a. Surface 1. Yes - There is a wetland located just to the West and NW of this site. Runoff from this site supports this habitat. Water from this wetland flows into Gilliam Creek, which flows into the Green/Duwamish River. 2. Yes — This site is within 200 feet of the above described wetland. 6. Yes — Silt and sediment laden run-off could enter the wetland located to the West and NW. Page 1 of 4 5. Animals a. Birds —The site will remain partially native and is near native areas. Many common species of birds may be on the site on occasion. Also circle Hawk, heron, and eagle. Mammals — Many common species of rodents and small mammals may be on the site on occasion. Other - amphibians c. Yes — This area is part of the Pacific Flyway. A primary corridor for migratory bird species. 8. Land and Shoreline Use h. The site contains areas of Potential Geologic Instability Class 2, and Class 3 (See Soils Report). A geotechnical report was prepared by Bruce S. MacVeigh, P.E., dated December 4, 2012. Geotechnical Report recommendations must be incorporated during construction. Short Plat — L12-043 Prior to Preliminary Short Plat approval, the following comment needs to be addressed for Public Works. r J 1. The Geotechnical En ineenn Re "ort b Bruc S. MacVei P.E. dated g g p y December 4, 2��, shall4equire peer review The cost for this required geotechnical peer review shall be at Owner's expense. I have requested a price quotation from 14WA GEOSCIENCES, INC. for this service. 2. Provide draft copy of any private utility easement(s) and maintenance agreement for review by Public Works, if applicable. Show how proposed lots are to be accessed off the proposed Private street, considering the steep slopes and possible retaining walls. Provide cross - sections through middle of driveways, proposed contours, and/or proposed spot elevations; as needed. 4. Provide draft copy of Tract `A' — Private Ingress, Egress and Utilities Easement and Maintenance Agreement for review by Public Works. This shall be a separate document from the Final Short Plat map and be recorded at King County. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Tract `A' — Private Ingress, Egress and Utilities Easement and Maintenance Agreement should include language stating who will maintain the paved area and utilities, and by what portion. C(See-sample enclosed.) Page 2 of 4 5. Transportation Concurrency Test Fee applies to the Short Plat. Prior to Final Short Plat, the following comments need to be addressed for Public Works. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as. City must have time to process this document). (See-draft-enclosed)ti Short Plat Survey Site Plan 1. Provide note on short plat map, to comply with the Geotechnical Engineering Evaluation, by Bruce S. Mac Veigh, P.E., dated December 4, 2012 and subsequent geotechnical reports/evaluations. 2. Provide legal description for private storm drainage easement(s), on short plat map. 3. Provide legal description for private street Tract `A', on short plat map. 4. Provide legal description for private sensitive area Tract `B', on short plat map. Short Plat Site Development Plan Provide street lighting at 561h Ave. South access, to be constructed to current City Public standards. 2. Provide note on short plat site development plan, to comply with the Geotechnical Engineering Evaluation, by Bruce S. Mac Veigh, P.E., dated December 4, 2012 and subsequent geotechnical reports/evaluations. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 4. Label Private Street Name on Short Plat Site Development Plan sheet, as assigned by City of Tukwila, Fire Department. Page 3 of 4 Miscellaneous Comments 1. All utilities are required to be underground, per City ordinance. 2. Transportation Impact Fee applies to the future Building Permit(s). 3. Turnover documents will be required for any infrastructure along 56rd Ave. South: for sidewalk, pavement, curb/gutter, and street lighting (if applicable); within the City Right -of -Way. 4. Owner/Applicant to complete Traffic Concurrency Certificate Application — see -enclosed. , -- 5. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 6. Show and label any proposed rockeries and/or retaining walls. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. Rockeries and structural retaining walls shall have required drainage. Page 4 of 4 cpl� C� City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SENT VIA EMAIL TECHNICAL COMMENTS #1 February 28, 2013 Stephanie L. Marsh 15633 44"' Ave. S Tukwila, WA 98168 steph.marsh@comcast.net RE: Marsh 9-lot short plat L12-043, E12-009, PL12-040 Dear Ms. Marsh, The City requires additional information to continue review of your short plat and SEPA determination. The application was deemed complete on January 10, 2013 for the purpose of meeting state -mandated time requirements. The required public comment period concluded on February 7th; no written comments were received. In order to further the review of your applications and in order to make a Preliminary Short Plat decision and SEPA determination, a peer review steph.marsh@comcast.net of the geotechnical report by Bruce MacVeigh, P.E., dated December 4, 2012; is required per City Of Tukwila codes 18.45.040.F and 21.04.140.A.1. Public Works has selected Golder Associates, Inc. to complete the geotechnical peer review. Golder Associates, Inc. has provided a quote for this service in the amount of $2,000.00 (see attached). Public Works will instruct Golder Associates, Inc. not to exceed the amount of $2,000.00. Your next step is to arrange payment in the amount of $2,000 for the Geotecnical Peer Review with the Public Works department in order to proceed. The Public Works department will then order the peer review. Please respond within ninety days from the date of this letter (by 5/30/2013) or the City may cancel your applications from inactivity. If you have any questions, I can be reached at 206-433-7166 or by email at Stacy.MacGregor@TukwilaWA.gov. Dave McPherson is the development engineer assigned to your project; if you have questions about the peer review request pleast contact Dave at 206-431-2448 or by email at David.McPherson@Tukwi]aWA.gov. CSin erely, . tacy MacGrego Y Assistant Planner sM Page 1 of 1 02/28/2013 HAL12-043 E12-009 Marsh SP\Tech Comments Ldoc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax: 206-431-3665 eu* qgahwifa Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: X Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _24 day of _January , _2013 Project Name: Marsh Short Plat Project Number: PL12-040 Associated File Number s : L12-043, E12-009 Mailing requested by: Stac acGre or Mailer's signature: W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVI F DISTRIBUTION.DOC .r City of Tukwila Notice of Application for a File #s: L12-043, E12-009, PL12-040 9-lot short plat and SEPA determination Location: 14487 56th Ave South, tax parcel #s: 336590- 0100, 0005, 0010, 0015, 0020 Property Owner & Applicant: Stephanie Marsh Project Planner: Stacy MacGregor, 206433-7166 Project Description: This application is for development of a C R LDR LD 9-lot short plat on a 2.8 acre site along with associated clearing, grading, infrastructure improvements and and site design. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-355 is being used. There will be a single integrated com- am ment period for the notice of application and likely threshold TS-PaK determination so this may be your only opportunity to com- ment on the environmental impacts of the project. This )R LD proposal may include mitigation measures under applicable codes, and the project review process may incorporate or re- LDR t quire mitigation measures. y Comments and Appeals: You may review the application )n _ and submit written comments on the project to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on (14 days) February 7, 2013. You may request a LJ copy of any decision, determination and your appeal rights by calling 206433-7166. LDR You are receiving this notice because you are a property I IT Ili owner or tenant within 500ft of this project. City of Tukwila Notice of Application for a File #s: 1-12-043, E12-009, PL12-040 9-lot short plat and SEPA determination Location: 14487 56th Ave South, tax parcel #s: 336590- 0100, 0005, 0010, 0015, 0020 Property Owner & Applicant: Stephanie Marsh Project Planner: Stacy MacGregor, 206-433-7166 Project Description: This application is for development of a 'LDR LDR LD 9-lot short plat on a 2.8 acre site along with associated clearing, grading, infrastructure improvements and and site design. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-355 is being used. There will be a single integrated com- dam ment period for the notice of application and likely threshold s ar determination so this may be your only opportunity to com- ment on the environmental impacts of the project This R LD proposal may include mitigation measures under applicable codes, and the project review process may incorporate or re- LDR t quire mitigation measures. Comments and Appeals: You may review the application Dn and submit written comments on the project to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on (14 days) February 7, 2013. You may request a copy of any decision, determination and your appeal rights by calling 20& 433-7166. LDR You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application for a File #s: L12-043, El2-009, PL12-040 9-lot short plat and SEPA determination Location: 14487 56th Ave South, tax parcel #s: 336590- 0100, 0005, 0010, 0015, 0020 Property Owner & Applicant: Stephanie Marsh Project Planner: Stacy MacGregor, 206A33-7166 Project Description: This application is for development of DR LroR CDR LDR_LDR 9-lot short plat on a 2.8 acre site along with associated clearing, grading, infrastructure improvements and and site design. Tukwila has reviewed the project for probable adverse environ- e mental impacts and expects to issue a determination of non - CC significance (DNS). The optional DNS process in WAC 197- I 1-355 is being used. There will be a single integrated com- L169 amp ment period for the notice of application and likely threshold etta s ar determination so this may be your only opportunity to com- LDR ment on the environmental impacts of the project. This )R LDR proposal may include mitigation measures under applicable codes, and the project review process may incorporate or re- LDR i f ject y quire mitigation measures. 1 Comments and Appeals: You may review the application 1 V Cation and submit written comments on the project to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by 5:00pm on (14 days) February 7, 2013. You may request a t copy of any decision, determination and your appeal rights by calling 206-433-7166. I1LDR u54t3 D1 You are receiving this notice because you are a property l , } _ owner or tenant within 500ft of this proiect. City of Tukwila Notice of Application for a File #s: L12-043, E12-009, PL12-040 9-lot short plat and SEPA determination Location: 14487 56th Ave South, tax parcel #s: 336590- 0100, 0005, 0010, 0015, 0020 Property Owner & Applicant: Stephanie Marsh Project Planner: Stacy MacGregor, 206433-7166 Project Description: This application is for development of JDR LDR L 9-lot short plat on a 2.8 acre site along with associated clearing, grading, infrastructure improvements and and site design. H I I ;: Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-355 is being used. There will be a single integrated com- am ment period for the notice of application and likely threshold s ar determination so this may be your only opportunity to com- ment on the environmental impacts of the project. This R LDR proposal may include mitigation measures under applicable codes, and the project review process may incorporate or re- LDR ky quire mitigation measures. Comments and Appeals: You may review the application Dn and submit written comments on the project to DCD, 6300 Southcenter Blvd., Ste 100. Comments must be received by _ 5:00pm on (14 days) February 7, 2013. You may request a copy of any decision, determination and your appeal rights by calling 206433-7166. LDR You are receiving this notice because you are a property TI IIIowner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 FIRST NAME LAST NAME Michael E Evanoff Stephanie L Marsh Stephanie L Marsh Ronald Leighton Michael & Linda Le Alfred L & Linda W Roberson TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Diane B Anderson TUKWILA COMMUNITY MEMBER Christina L Hunt James R & Barbara Horton Jerry Yk Wong Pamela S Bledsoe Howard L & Suzanne D Korn TUKWILA COMMUNITY MEMBER * STI MACH MARY ANN S TRUST TUKWILA COMMUNITY MEMBER Nancy K Stodden TUKWILA COMMUNITY MEMBER Vincenzo Vacca Christopher M & Toy Dor Patin E F Dahl TUKWILA COMMUNITY MEMBER Richard & Shirley Broderick TUKWILA COMMUNITY MEMBER Carol Jean Seymour Winfred Powers Randall W & Carol A Stephens Lai Cheim Saelee TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER ADDRESS CITY ST ZIP 1048 CONTINENTALS # 2 BELMONT CA 94002 126 SW 148TH ST # C100 # 437 BURIEN WA 98166 126 SW 148TH ST C100 # 437 BURIEN WA 98166 14112 SE 167TH ST RENTON WA 98058 14258 54TH PL S SEATTLE WA 98168 14266 55TH AVE S TUKWILA WA 98168 1440156TH AVE S TUKWILA WA 98168 14402 56TH AVE S TUKWILA WA 98168 14406 56TH AVE S TUKWILA WA 98168 14408 55TH AVE S TUKWILA WA 98168 14410 56TH AVE S TUKWILA WA 98168 14415 57TH AVE S TUKWILA WA 98168 14416 56TH AVE S TUKWILA WA 98168 14424 56TH AVE S SEATTLE WA 98168 14426 56TH AVE S TUKWILA WA 98168 14427 56TH AVE S TUKWILA WA 98168 14427 57TH AVE S TUKWILA WA 98168 14429 55TH AVE S TUKWILA WA 98168 14430 56TH AVE S TUKWILA WA 98168 14435 56TH AVE S TUKWILA WA 98168 14435"56TH S SEATTLE WA 98168 14439 57TH AVE S SEATTLE WA 98188 14444 56TH AVE S SEATTLE WA 98168 14445 56TH AVE S TUKWILA WA 98168 14445 56TH S TUKWILA WA 98168 14445 57TH AVE S TUKWILA WA 98168 14452 56TH AVE S TUKWILA WA 98168 14457 57TH AVE S TUKWILA WA 98168 14462 56TH AVE S TUKWILA WA 98168 14463 56TH AVE S TUKWILA WA 98168 14466 56TH AVE S TUKWILA WA 98168 14467 56TH AVE S TUKWILA WA 98168 14468 57TH AVE S TUKWILA WA 98168 Stephen G & Virginia A De Lay 14469 57TH AVE S TUKWILA WA 98168 , TUKWILA COMMUNITY MEMBER 14470 56TH AVE S TUKWILA WA 98168 Bennie Perry 14470 56TH S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 1447156TH AVE S TUKWILA WA 98168 Leo Robert Jr Geiss 14471 56TH S TUKWILA WA 98188 Dale & Sheila Karen Jenkins 14472 57TH AVE S TUKWILA WA 98168 Douglas A & Bobbi Jo Grimes 14473 57TH AVE S SEATTLE WA 98168 Mary & William Mcewen 14474 56TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14475 56TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14477 56TH AVE S TUKWILA WA 98168 Joan Curry 14477 57TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14481 57TH AVE S TUKWILA WA 98168 Stanley R Savisky 14484 57TH AVE S TUKWILA WA 98168 Kyle Ewing 14486 57TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14487 56TH AVE S TUKWILA WA 98168 Larry & Michelle Watts 14490 57TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14688 53RD AVE S TUKWILA WA 98168 Marina & Segovia Luis Melendez 14703 56TH AVE S SEATTLE WA 98168 Dep Lam 14705 56TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14707 57TH AVE S TUKWILA WA 98168 Ronald & Slaminko 14708 56TH AVE S TUKWILA WA 98168 Joseph F & April M Chanes 14709 56TH AVE S TUKWILA WA 98168 Toni Jean Garske 14710 57TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14711 57TH AVE S TUKWILA WA 98168 Norma Jean Kononen 14713 57TH AVE S TUKWILA WA 98168 Lew R & Katherine L Trudeau 14715 57TH AVE S TUKWILA WA 98168 Nathan H & Minako Watson 14717 56TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14720 56TH AVE S TUKWILA WA 98168 Erik E & Jennifer L Hergert 14720 MACADAM RD S TUKWILA WA 98168 Kimberly A Mummert 1472157TH AVE S TUKWILA WA 98168 Gerald W Halbert 14726 MACADAM RD S TUKWILA WA 98168 Mike S & Smith Mark R Bosley 14727 56TH AVE S TUKWILA WA 98168 Dan Hopp 14730 56TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14737 56TH AVE S TUKWILA WA 98168 * TUKWILA BAPTIST CHURCH 14742 MACADAM RD S TUKWILA WA 98188 Karnails & Singh Gurpa Johal 17818 NE 116TH ST REDMOND WA 98052 Dennis Frank Knudson 18038 124 AVE SE RENTON WA 98058 Tyrone P & Ovena Sheffey 258 SENECA NW RENTON WA 98055 James L Carpenter 3121155TH AVE S AUBUN WA 98001 * SIDHU HOMES INC 4224 S 148TH ST TUKWILA WA 98168 Raphael Graves 4402 BEACH DR SW SEATTLE WA 98116 Steven P Latimer 50 E SCHNEIDER RD SHELTON WA 98584 Bethaney & Jesse Dukellis 5505 S 144TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 5506 S 144TH ST TUKWILA WA 98168 Steven J & Lorre A Schneider 5510 S 144TH ST TUKWILA WA 98188 Eric A Upson 5511 S 144TH ST TUKWILA WA 98168 Samuel T & Reid Madonna Reid 5513 S 144TH ST TUKWILA WA 98168 Joseph M & Naya K Coleman 5526 S 144TH ST TUKWILA WA 98168 Norman C & Mary Lou Peters 5532 S 149TH ST SEATTLE WA 98168 Sarah L Lorenzen 5534 S 144TH ST TUKWILA WA 98168 Glenn Henry 5614 S 147TH TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 5614 S 147TH ST TUKWILA WA 98168 Froylan G & Maria D Zamora 5615 S 147TH ST SEATTLE WA 98168 Mark V & Sheila L Hembree 5616 S 147TH ST TUKWILA WA 98168 John A Amicarella 5617 S 147TH ST TUKWILA WA 98168 Betty M Hill 5618 S 147TH ST TUKWILA WA 98168 My Bun Seng 5618 S 149TH ST TUKWILA WA 98168 Patricia M Murphy 5620 S 149TH ST TUKWILLA WA 98168 * MCFARLAND MARCUS J & COURTNEY 5624 S 147TH ST TUKWILA WA 98168 Todd And Mary Stratton 5624 S 149TH ST TUKWILA WA 98168 Terrence G Lund 5628 S 149TH ST TUKWILA WA 98168 Dave Larson 5630 S 147TH ST TUKWILA WA 98168 Richard Gravender 5632 S 149TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 5668 S 149TH ST TUKWILA WA 98168 Zoran & Zinka Galusic 5715 S 147TH ST TUKWILA WA 98168 Doo Jen & Xue Chan Ng 5935 28TH AVE S SEATTLE WA 98108 Marietta Zander 6046 18TH AVE SW SEATTLE WA 98106 * TUKWILA CITY OF 6200 SOUTHCENTER BLVD TUKWILA WA 98188 Daniel R & Carrie L Samuel lii Erin L Roy D & Jennifer Fred & Marilou Stephanie KC DEV & ENVIRON SERVICES Paulson 6909 131ST AVE SE SNOHOMISH WA 98290 Alvarez 843 E GWINN PL SEATTLE WA 98102 Bristow PO BOX 58526 TUKWILA WA 98138 Lamothe PO BOX 58984 TUKWILA WA 98138 Ferrer PO BOX 69345 SEATTLE WA 98168 FOSTER PRESBYTERIAN CHURCH PO BOX 88576 TUKWILA WA 98188 Marsh 15633 - 44th Ave S TUKWILA WA 98168 SEPA INFO CENTER 900 OAKSDALE AVE SW RENTON WA 98055 �/A-t-boo , co vim( I City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sent via email to steph.marsh@comcast.net No hard copy to follow NOTICE OF COMPLETE APPLICATION January 10, 2013 Stephanie L. Marsh 15633 44 h Ave. S Tukwila, WA 98168 RE: Marsh 9-lot short plat L12-043, E12-009, PL12-040 Dear Ms. Marsh, Your application for a 9-lot short plat and SEPA is considered complete on January 10, 2013 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information if, in our estimation, such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. As the next step, the City will coordinate the required public notice for your project. Please contact FastSigns (206- 757-2110) to prepare your sign. Information was provided with your application. The posting and notice of land use application will occur by January 22, 2013 and continue until the date of your decision. Upon posting, the public comment period will start and will continue for fourteen days. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431-7166. Sincerely, Stacy MacGregor Assistant Planner SM Page 1 of 1 01/10/2013 HAL12-043 E12-009 Marsh SPUVOC.doc 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 40 03 ,20131 CO�tasur�fry 10� OUT Lot Closure Report - Lot : LOT 1 --------------------------------- --------------------------------- file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc_LOT 1.txt Wednesday, January 2, 2013, 8:10:57a.m. Starting location (North, East) = ( 1092.52, 888.44 } (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- 1 Line N89048'22"E 91.63 No 1092.83 980.07 2 Line S0000215011W 72.89 No 1019.94 980.01 3 Line S89048152"W 91.34 No 1019.64 888.67 4 Line N00011'08"W 72.88 No 1092.52 888.44 Ending location (North, East) _ ( 1092.52, 888.44 ) Total Distance 328.74 Total Traverse Stations 5 Misclosure Direction S57°32'38"E (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:45134.7 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 6667.899 sq. ft. (straight segment added to close traverse) = 0.153074 Acres *********** 1 Lot Closure Report - Lot : LOT 2 --------------------------------- --------------------------------- file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.ms3' \lc_LOT 2.txt Wednesday, January 2, 2013, 8:18:38a.m. Starting location (North, East) = ( 1092.27, 816.21 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length End Easting 1 Line N89048122"E 72.23 1092.52 888.44 2 Line S00011'08"E 72.88 1019.64 888.68 3 Line S8904815211W 91.76 1019.34 796.92 4 Line N00011108"W 76.45 1095.79 796.67 5 Curve S79047'47"E 19.85 816.21 ARC= 19.96, RAD= 55.00, DELTA= 20047135" BC_TO_RAD= N20*36'01"E RAD TO EC= S00011135"E SUBTRACT —ARC —AREA = 11.97 Front End Northing No No No No No Ending location (North, East) = ( 1092.27, 816.21 ) 1092.27 Total Distance : 333.28 Total Traverse Stations : 6 Misclosure Direction : S80°59'53"E (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:68638.0 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6709.877 sq. ft. (straight segment added to close traverse) = 0.154038 Acres *********** 0 Lot Closure Report - Lot : LOT 3 -------------------------------- --------------------------------- file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.ms3, \lc_LOT 3.txt Wednesday, January 2, 2013, 8:20:22a.m. Starting location (North, East) _ ( 1095.79, 796.67 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting 1 Line S0001110811E 76.45 No 1019.34 796.92 2 Line S89048152"W 116.83 No 1018.96 680.09 3 Line N38000'14"E 129.80 No 1121.24 760.01 4 Line S51059146"E 28.11 No 1103.93 782.16 5 Curve S60041'51"E 16.65 No 1095.79 796.68 ARC= 16.71, RAD= 55.00, DELTA= 17024127" BC —TO RAD= N3800012211E RAD TO EC= S20035156"W SUBTRACT —ARC —AREA = 7.04 Ending location (North, East) _ ( 1093.79, 796.68 ) Total Distance : 367.90 Total Traverse Stations : 6 Misclosure Direction : N42012'47"W (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:65917.9 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7315.228 sq. ft. (straight segment added to close traverse) = 0.167935 Acres 1 Lot Closure Report - Lot : LOT 4 file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc_LOT 4.txt Wednesday, January 2, 2013, 8:22:04a.m. Starting location (North, East) _ ( 1121.54, 598.57 } (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- 1 Line N89048122"E 98.81 No 1121.87 697.38 2 Line N38000114"E 38.07 No 1151.87 720.82 3 Line S51059'46"E 49.75 No 1121.24 760.02 4 Line 538000114"W 129.80 No 1018.96 680.10 5 Line S89048152"W 81.33 No 1018.70 598.77 6 Line N00006144"W 102.84 No 1121.54 598.57 Ending location (North, East) _ ( 1121.54, 598.57 ) Total Distance : 500.60 Total Traverse Stations : 7 Misclosure Direction : N14000'26"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:340019.2 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 13439.251 sq. ft. (straight segment added to close traverse) 0.308523 Acres 1 Lot Closure Report - Lot : LOT 5 --------------------------------- --------------------------------- file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc_LOT 5.txt Wednesday, January 2, 2013, 8:23:37a.m. Starting location (North, East) = ( 1167.62, 700.66 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length End_Easting ----------- ------- ------ 1 Line S51059'46"E 25.58 1151.87 720.82 2 Line S38000'14"W 38.07 1121.87 697.38 3 Line S89048122"W 98.81 1121.54 598.57 4 Line N00006144"W 102.84 1224.38 598.37 5 Line N89047'51"E 81.11 1224.66 679.47 6 Line S00011138"E 13.89 1210.77 679.52 7 Curve S26005142"E 48.05 700.66 ARC= 49.73, RAD= 55.00, DELTA= 51048121" BC_TO_RAD= N89048128"E RAD TO EC= S38000'08"W SUBTRACT —ARC —AREA = 178.87 Front End Northing ----- ------------ No No No No NO No No Ending location (North, East) = ( 1167.62, 700.66 ) 1167.62 Total Distance : 410.03 Total Traverse Stations 8 Misclosure Direction N6600021"E (from ending location to starting location) Misclosure Distance 0.00 Error of Closure 1:225027.7 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 9992.548 sq. ft. (straight segment added to close traverse) = 0.229397 Acres 1 a Lot Closure Report - Lot : LOT 6 file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc LOT 6.txt Wednesday, January 2, 2013, 8:25:36a.m. Starting location (North, East) = ( 1293.44, 679.24 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- 1 Line S00011'38"E 68.76 No 1224.68 679.48 2 Line S89047'51"W 81.11 No 1224.39 598.37 3 Line N00006144"W 308.51 No 1532.90 597.76 4 Line N89046120"E 95.67 No 1533.28 693.43 5 Line S00011138"E 126.33 No 1406.95 693.86 6 Curve S15055117"W 96.07 No 1314.57 667.51 ARC= 128.95, RAD= 50.00, DELTA= 147045'57" BC_TO_RAD= S00011'45"E RAD TO EC= S32002'19"W SUBTRACT_ ARC_ AREA = 2557.02 7 Curve S29004143"E 24.16 No 1293.46 679.25 ARC= 25.21, RAD= 25.00, DELTA= 57046'37" BC_TO_RAD= S32001'58"W RAD TO EC= N890481361-E ADD —ARC —AREA = 50.76 Ending location (North, East) _ ( 1293.46, 679.25 ) Total Distance 834.54 Total Traverse Stations 8 Misclosure Direction S05011'09"W (from ending location to starting location) Misclosure Distance 0.02 Error of Closure 1:43244.0 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 24375.868 sq. ft. (straight segment 1 added to close traverse) = 0.559593 Acres Lot Closure Report - Lot : LOT 7 file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc_LOT 7.txt Wednesday, January 2, 2013, 8:26:49a.m. Starting location (North, East) _ ( 1406.93, 693.86 (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ - -------------- 1 Line N00011138"W 126.33 No 1533.26 693.43 2 Line N89046120"E 95.67 No 1533.64 789.10 3 Line S00001'57"E 166.48 No 1367.16 789.20 4 Line S89058103"W 46.22 No 1367.14 742.98 5 Curve N50059105"W 63.21 No 1406.93 693.86 ARC= 68.43, RAD= 50.00, DELTA= 78°24'54" BC_TO_RAD= 578013122"W ROD TO EC= N00011'32"W SUBTRACT ARC AREA = 486.22 Ending location (North, East) _ ( 1406.93, 693.86 ) Total Distance : 503.13 Total Traverse Stations : 6 Misclosure Direction : N24031154"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:207502.4 Frontage : 0.00 Frontage/Perimeter : 0.0 percent .AREA : 14411.060 sq. ft. (straight segment added to close traverse) = 0.330832 Acres *********** 1 Lot Closure Report - Lot : LOT 8 --------------------------------- file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc LOT 8.txt Wednesday, January 2, 2013, 8:32:09a.m. Starting location (North, East) _ ( 1367.14, 742.98 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- 1 Line N89058'03"E 46.22 No 1367.16 789.20 2 Line S00001'57"E 142.12 No 1225.04 789.28 3 Line S89048122"W 79.80 No 1224.77 709.48 4 Line N00011'38"W 68.76 No 1293.53 709.25 5 Curve N28041126"E 24.16 No 1314.72 720.84 ARC= 25.21, RAD= 25.00, DELTA= 57°46137" BC_TO_RAD= N89048107"E RAD TO EC= N32025115"W ADD_ARC_AREA = 50.76 6 Curve N22053'59"E 56.89 No 1367.13 742.98 ARC= 60.52, RAD= 50.00, DELTA= 69°21103" BC_TO_RAD= N32025'30"W RAD TO EC= N78°13128"E SUBTRACT ARC AREA = 343.30 Ending location (North, East) _ ( 1367.13, 742.98 Total Distance : 422.63 Total Traverse Stations : 7 Misclosure Direction : N26054'40"W (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:65965.8 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 9766.323 sq. ft. (straight segment added to close traverse) = 0.224204 Acres 1 Lot Closure Report - Lot : LOT 9 file- C:\Users\Thomas Woldendorp\Desktop\DWG\01-2SP11-222.msj \lc LOT 9.txt Wednesday, January 2, 2013, 9:29:11a.m. Starting location (North, East) _ ( 1127.57, 800.63 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End -Northing End Easting ------------------ ------ ----------------- 1 Line N51059'46"W 103.43 No 1191.26 719.13 2 Curve N26005'42"W 21.84 No 1210.87 709.53 ARC- 22.60, RAD= 25.00, DELTA= 51047143" BC_TO_RAD= N38000126"E RAD TO EC= S89048'10"W ADD_ARC_AREA = 36.94 3 Line N00011'38"W 13.90 No 1224.77 709.48 4 Line N89048'22"E 125.71 No 1225.19 835.19 5 Line S00002150"W 102.87 No 1122.32 835.11 6 Line S89048'22"W 18.99 No 1122.26 816.12 7 Curve N71005'42"W 16.36 No 1127.56 800.64 ARC= 16.67, RAD= 25.00, DELTA= 38°12'17" BC_TO_RAD= N00011151"W RAD TO EC= S3800012711W ADD ARC AREA = 15.10 Ending location (North, East) _ ( 1127.56, 800.64 ) Total Distance : 404.17 Total Traverse Stations : 8 Misclosure Direction : N09°16'07"W (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:34040.1 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 9129.488 sq. ft. (straight segment 1 added to close traverse) = 0.209584 Acres WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Stephanie L. Marsh, an individual Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the NW % & NE '/ of the NW 1/, Sec. 23, T. 23 N., R. 4 E., WM. Full Legal Description is found on Exhibit A of this document. Assessor's Tax Parcel ID Numbers: 336590-0100, 336590-0005, 336590-0010, 336590-0015, 336590-0020 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Stephanie L. Marsh, an individual, ("Grantor), and the City of Tukwila, a Washington municipal corporation ("Grantee"). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. Page 1 of 5 WHEREAS, Grantor assumed this obligation in order to obtain said SEPA Environmental Review approval under SEPA file no. E12-009 for the Property. WHEREAS, Grantor has performed a geological reports and evaluations, prepared by Bruce S. MacVeigh, P.E., dated December 4, 2012. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and .shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Page 2 of 5 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2013. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Stephanie L. Marsh is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 5 DATED this day of , 2013. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: City Clerk STATE OF WASHINGTON ) ss. County of King ) Approved As to Form: City Attorney On this day of , 2013, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Page 4 of 5 EXHIBIT `A' LEGAL DESCRIPTION OF PROPERTY Parcel A: Lot 1 and the West 62 feet of Lot 18, Block 1, Hillman's Seattle Garden Tracts, according to the Plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel B: Lots 2 and 17, Block 1, Hillman's Seattle Garden Tracts, according to the Plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. EXCEPT the East 145 feet thereof. Parcel C: Lot 3, Block 1, Hillman's Seattle Garden Tracts, according to the Plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel D: Lots 4 and 5, Block 1, Hillman's Seattle Garden Tracts, according to the Plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel E: Lot 18, Block 1, Hillman's Seattle Garden Tracts, according to the Plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. EXCEPT the West 62 feet thereof. Page 5 of 5 v WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Property Owner: Stephanie Marsh City: The City of Tukwila Legal Description (Abbreviated): PLEASE PROVIDE FOR LOTS 4-7 Full Legal Description: PLEASE PROVIDE FOR LOTS 4-7. ENVIRONMENTALLY SENSTIVE AREA NOTICE This property contains environmentally sensitive areas and/or environmentally sensitive area buffers, as defined by the City of Tukwila Environmentally Sensitive Area Ordinance No. 2301, codified in Title 18 of the Tukwila Municipal Code. The provisions of the Tukwila Environmentally Sensitive Ordinance apply to this property. Limitations may exist on actions and developments in or near the environmentally sensitive area or buffers present on this property. For further information regarding limitations, please contact the City of Tukwila Department of Community Development or its successor agency. This Notice shall run with the land and shall not be removed expect upon specific written authorization by the City of Tukwila or its successor agency. Any subsequent subdivision, short plat, lot line adjustment or other division of this property may affect the presence of the environmentally sensitive areas or their buffers on individual lots. 1 of 3 IN WITNESS WHEREOF, said individual has caused this instrument to be executed this day of , 2011. Property Owner STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires DATED this day of , 2013. CITY OF TUKWILA Mayor Attest/Authenticated: City Clerk STATE ,OF WASHINGTON ) 2of3 Approved As to Form: City Attorney ss. County of King ) On this day of , 2011, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at 3of3 TICOR TITLE COMPANY RECEIVIR0 600 SW 39th Street, Ste 100, Renton, WA 98057 M 08 2M (425)255-7575 FAX (425)255-0285 COMMUNITY D cf lICLFSrx'1aji-` SUBDIVISION GUARANTEE Unit No.: UNIT 1 Guarantee No.: 6507083 Title Officer: Reid Vance Reference No.: Marsh / Phone No.: (425)255-7575 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Stephanie L. Marsh herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: December 10, 2012 CHICAGO TITLE INSURANCE COMPANY By Authorized Signa ur Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Guarantee No.: 6507083 Reference No.: Marsh / Effective Date: December 10, 2012 The assurances referred to on the face page are: Liability: $ 1,000.00 Premium: $ 700.00 Tax: $ 66.50 That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Stephanie L. Marsh, as her separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6507083 Reference No.: Marsh / LEGAL DESCRIPTION Parcel A: Lot 1 and the west 62 feet of Lot 18, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel B : Lot 2 and 17, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 12 of Plats, page 24, in King County, Washington; EXCEPT the east 145 feet thereof. Parcel C : Lot 3, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel D : Lots 4 and 5, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington. Parcel E : Lot 18, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, in King County, Washington; EXCEPT the west 62 feet thereof. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6507083 Reference No.: Marsh / SPECIAL EXCEPTIONS General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2011 Tax Account Number: 336590-0005-09 Levy Code: 2380 Assessed Value -Land: $114,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,456.14 Paid: $0.00 Unpaid: $1,456.14 Affects: Parcel A General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 336590-0005-09 Levy Code: 2380 Assessed Value -Land: $92,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,250.44 Paid: $0.00 Unpaid: $1,250.44 Affects: Parcel A 3. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2011 Tax Account Number: 336590-0010-02 Levy Code: 2380 Assessed Value -Land: $112,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,430.80 Paid: $0.00 Unpaid: $1,430.80 CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Affects: Parcel B Guarantee No.: 6507083 Reference No.: Marsh / 4. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 336590-0010-02 Levy Code: 2380 Assessed Value -Land: $91,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,236.98 Paid: $0.00 Unpaid: $1,236.98 Affects: Parcel B 5. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2011 Tax Account Number: 336590-0015-07 Levy Code: 2380 Assessed Value -Land: $124,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,582.64 Paid: $0.00 Unpaid: $1,582.64 Affects: Parcel C CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507083 Reference No.: Marsh / 6. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 336590-0015-07 Levy Code: 2380 Assessed Value -Land: $100,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,357.96 Paid: $0.00 Unpaid: $1,357.96 Affects: Parcel C 7. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2011 Tax Account Number: 336590-0020-00 Levy Code: 2380 Assessed Value -Land: $138,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,760.12 Paid: $0.00 Unpaid: $1,760.12 Affects: Parcel D General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 336590-0020-00 Levy Code: 2380 Assessed Value -Land: $112,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,519.62 Paid: $0.00 Unpaid: $1,519.62 CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Affects: Parcel D Guarantee No.: 6507083 Reference No.: Marsh / General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 336590-0100-03 Levy Code: 2380 Assessed Value -Land: $120,000.00 Assessed Value -Improvements: $36,000.00 General and Special Taxes: Billed: $2,111.66 Paid: $2,111.66 Unpaid: $0.00 Affects: Parcel E 10. A deed of trust to secure an indebtedness in the amount shown below, Amount: $131,000.00 Dated: February 24, 2003 Trustor/Grantor: James J. Marsh and Stephanie L. Marsh, husband and wife Trustee: Washington Title Beneficiary: Mortgage Electronic Registration Systems, Inc. ("MERS") as nominee for America One Finance Loan No.: 999226452 Recording Date: February 28, 2003 Recording No: 20030228002326 Affects: Parcel E 11. A judgment, for the amount shown below, and any other amounts due: Amount: $11,670.00 Against: Stephanie Marsh In Favor of: James Marsh Date entered: April 8, 2011 Judgment Number: 11-9-13591-3 Superior Court Cause No: 10-3-01659-1 Attorney for Creditor: Lori M. Saxon CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6507083 Reference No.: Marsh / 12. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: City of Tukwila Purpose: Sewer line Recording Date: November 18, 1954 Recording No: 5813021 Affects: Portion of Parcel E END OF SCHEDULE B geoAdvantage: King County o_ . /ashington State (App4) Page 1 of 1 VOL - ------ � MIF 9-146 HILLM N'S 45r.ri r: rA7 13 S __. LA �_� cn�a a��s 1.i44JIa M4; 15C4417 0045 I S orn 14 1 , 18344r. = L;C5i25 GOB a' 0441 :. ----------- m------•----- rfOpRc-- 043G rwe 4 .07iitL Owl - _. 1• 4 m :sssaa� Juno � DUFFS a HAZE - 1)Odt4a U035 K VOL 61-32 ( .1L D03I1 on�a 14i i�p.� at,a d'ICGts i 6 G015 LC4] - x a' lceanfs 0025 s 4 I rip 14. 6'520 17 92 1. WID 2461-.Fo d�.. `dR'iihr. s4 64 - Y4 0010 009fi 3 2 1 :na 1 aare�a 1Fj 027U �� 2Ei E2}S 00U5 36GCin 15?)#a c�OtlO�; lc, a 0100 3e'2o OG[ 6a1 4C0 7725P OSiS WAIF s 1 47tn s� fir 0241 _ £GO-S?-S_E Sdfl,D1 r .r. m'.e} e:lu.ut '"��• -- - n ,' nM LOT ti er _1�0- �y vi ' til :30,aP ;A.3^S:•51•C A. _ �, 86C-S1-S1F t?P -� vm -aI FAR A is TICOR TITLE COMPANY Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or geoAdvantage implied, as to the accuracy or wwwdlpiwhare_org208.777.1262 completeness of information contained in this report. http://aeo.sentrydynamics.net/WA KING/default.aspx 12/13/2012 AFTER RECORDING MAIL TO: Name JAMES J. MARSH Address 15849 47TH AVE S City, State, Zip TUKWILA, WA 98188 f, E2122718 05/13/2005 12:30 KINNGG COUNTY UA SALE 0 0.00 $40. PAGE001 OF 001 200505130OT235-.001 Statutory Warranty Deed "&'-�q'Z w a51 a THE GRANTOR MAURITS LARSON, An Unmarried Man for and in consideration of Ten Dollars and other valuable consideration in hand paid, conveys and warrants to JAMES J. MARSH and STEPHANIE L. MARSH, Husband and Wife the following described real estate, situated in the County of KING, State of Washington: LOT I AND THE WEST 62 FEET OF LOT 18, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD LOT 1 AND PTN LOT 18 BLK 1, HILLMANS SEATTLE GARDEN TRS, VOL 11/24. Assessor's Property Tax Parcel Account Number(s): 336590-0005-09 Dated this 12TH day of May, 2005. MAURITS LARSON STATE OF WASHINGTON COUNTY OF KING ss I certify that I know or have satisfactory evidence that MAURITS LARSON is the person who appeared before me, and said person acknowledged that HE signed thiUenta knowledged it to be HIS free and voluntary act for. the uses and purposes men ' end in this in Dated: � t `�IJ/�J aN es �O� tttt �� :`�y t'•9 NotarySta e We t? o:y Residing at Fl Y appointment ex d M a intment Tres: Q: N O g J rn P ,�6ys''ay�0 Q .nQt� MS VisionFo SDDOiWA Rev. IMAM LPB-10 Order: 6507083 Doc: KC:2005 20050513001235 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:41:55 AM PST 20050620002646.001 'rrd AFTER RECORDING MAIL TO: Name JAMES J. MARSH Address 15849 47TH AVE S E2132346 City, State, Zip TUKWILA WA 98188 ea/20/2005 1a:04 KING COUNTY AIA2200 40 e00..e0 PAGE001 OF e01 SALE $ 11r Statutory Warranty Deed f0�l�f i-i THE GRANTOR JERRY A. HAMILTON and LOIS L. HAMILTON, Husband and Wife for and in consideration of Ten Dollars and other valuable consideration in hand paid, conveys and warrants to JAMES J. MARSH and STEPHANIE L. MARSH, Husband and Wife the following described real estate, situated in the County of KING, State of Washington: LOT(S) 2 AND 17, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 24, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 145 FEET THEREOF. SUBJECT TO: EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD PTN LTS 2 AND 17, BLK 1, HILLMAN'S SEATTLE GDN TRACTS, VOL 11/24 Assessor's Prooertv Tax Parcel Account Number(s): 336590-0010-02 Dated this 9TH day of June, 2005. STATE OF WASHINGTON COUNTY OF KING ss I certify that I know or have satisfactory evidence that JERRY A. HAMILTON and LOIS L. HAMILTON are the persons who appeared before me, and said persons acknowledged that THEY signed this instrument and acknowledged it to be THEIR free and voluntary act for the uses and purposes mentioned in this instrument Dated: (S�15106 =�......... 0r, Ate. 0TARy 9N_2 N j°UBl �G OZ ��� 9 �' . 5.29•�� '� C2� tt1' ,FOB WASN�.�_ NS VIM. Form SDD01WA Rev. 102996 otary Pu >lic in and for to Stae o ashingt Residing at Myappointmentexpires: S�a.��� LPB-10 Order: 6507083 Doc: KC:2005 20050620002545 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:42:00 AM PST 20080402001073.001 When recorded return to: JAMES J. MARSH 144XX 55TH AVENUE SOUTH TUKWILA, WA 98168 Tmirflu LP LA td)ZO'') Statutory Warranty Deed THE GRANTOR LESLEY ELLIOTT, A Single person for and in consideration of Ten Dollars and other valuable consideration in hand paid, conveys and warrants to JAMES J. MARSH and STEPHANIE L. MARSH, Husband and Wife the following described real estate, situated in the County of KING, State of Washington: LT 3, BLK 1, HILLMANS SEATTLE GARDEN TRS, VOL 11124 LOT 3, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME I OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. SUBJECT TO: EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD. Tax Parcel Number(s): 336590-0015-07 Dated this 27TH day of March, 2008. STATE OF WASHINGTON l COUNTY OF KING r ss E2340011 42 KING COUNTY, WA SALE Sa95.00 E50,000.00 PAGEOW OF 001 LESLEY ELLI 1 certify that 1 know or have satisfactory evidence that LESLEY ELLIOTT is the person who appeared before me, and said person acknowledged that SHE signed this instrument and acknowledged it to be HER free and voluntary act for the uses and purposes mention ' his instrument. — Dated: 3lagloo �i o NO'rsqy `AmiZ- ens —�F WASr'd tlttt Vision Form SDDOI WA Rev. 2/8/2006 Notary Public in nd for a State Residing at v ' My appointSnent exp5res: % 0 ` z -a% 1,PG-10-05 (w) Page I of I Order: 6507083 Doc: KC:2008 20080402001073 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:42:05 AM PST AFTER RECORDING MAIL TO: Name JAMES MARSH Address 15849 47TH AVENUE SOUTH City, State, Zip TUKWILA, WA 98188 E2142655 07/29/2805 09:00 1ZIvCO�C I�rt3LKTAX COUNTY3917.25 SALE $51,250.00 PAGE001 OF eat II//1� 7 �,} Statutory Warranty Deed lY THE GR-kN'TOR ROGER L. WHITE, A Single person for and in consideration of Ten Dollars and other valuable consideration in hand paid, conveys and «arrants to JAMES MARSH and STEPH.kNIE MARSH, Husband and Wife the following described real estate, situated in the County of KING, State of Washington: LOT(S) 4 AND 5, BLOCK 1, HILLhIAN"S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLLTME 11 OF PLATS, PAGE(S) 24, IN KING COLNTY, R ASHINGTON. SUBJECT TO: EASENIENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD LTS 4 & 5. BILK 1. HILLNIAIN'S SEATTLE GARDEN TRACTS, V. 11/24. Assessor's Property Tax Parcel Account Number(s): 336590-0020 Dated this 21ST day ofJuly. 2005. L. R'HITE STATE OF W:ASHrNGTON COUNTY OF KING I certify that I know or have satisfactory e%idence that ROGER L. WHITE is the person who appeared before me, and said person aclarowledged that HE signed this instrument and acknowledged it to be HIS free and voluntary act for the uses and purposes mentioned in this instrument. Dated: —I l gal W 1 ANN`G.`' Notary Public in and the State of \ ashin ton Residing at '' StON GA 4, \V :�\S c } p�. My appointment expires: 5 a ` p^j cC. V t1OTARY p- 7 N� pURLIC .O= % V,sm Fm SDnOtWA RCf. 102s96 LPB-10 Order: 6507083 Doc: KC:2005 20050729000150 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:42:11 AM PST 20030131003447.001 AFTER RECORDING MAIL TO 20030131003447 WASHINGTON TIT YD 21.00 PACE 001 OF 003 NameJAMES J MARSH KINCICOUNTY, WA Address 15849 47TH AVE S City, State, Zip TUKWILA, WA 98188 011936932 XING TAX IbUN a2,180.50 SALE $122,500 00 PAGE 001 OF 001 GJfiT Zbq-7(o3-2 -31Z 1 Statutory Warranty Deed THE GRANTOR JUAN M. PRIETO and 102ENE PRIETO, Husband and Wife for and in consideration of Ten Dollars and other valuable consideration in hand paid, conveys and warrants to JAMES J. MARSH and STEPHANIE L. MARSH, Husband and Wife the following described real estate, situated in the County of KING, State of Washington LOT(S) 18, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 24, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 62 FEET THEREOF. SUBJECT TO: EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD PIN LT 18, BLK 1, HILLMAN'S SEATTLE GDN TRACTS, VOL 11/24. Assessor's Property Tax Parcel Account Number(s) 336590-0100-03 Dated this 28TH day of January, 2003 -U M. 4!IA IRE PRIETO J' STATE OF ss COUNTY OF I C,�q6 } I certify that I know or have satisfactory evidence that JUAN M. PRIETO and IRENE PRIETO are the persons who appeared before me, and said persons acknowledged that THEY signed this instrument and acknowledged it to be THEIR free and voluntary act for the uses and purposes mentioned in this instrument Dated to MARY 3 LOYA No ry Pu c d for the S of p ° ny PUBLIC Rest gat q, j Texas My appointment expires 07• ,3/� oi00„3 �oi+Y DAARY E LOYA € NOTARY PUBLIC t we of Texas e t��a31-2009 LPB-10 Order: 6507083 Doc: KC:2003 20030131003447 Page 1 of 3 Created By: bpalega Printed: 12/18/2012 9:42:15 AM PST 20030131003447.002 AFTER RECORDING MAIL TO Name Hartman Escrow, Inc. Address 13028 Interurban Ave S, #116 City, State, Zip Tukwila, WA 98168 DEED OF TRUST (For use in the state of Washington only) THIS DEED OF TRUST, made this 28TH day of January, 03, between JAMS J. MARSH and STEPHANIE L. MARSH, Husband and Wife, GRANTOR, whose address is 15849 47TH AVE S, TUKWILA, WA 98188, TRUSTEE SERVICES, INC., A Washington Corporation TRUSTEE, whose address is P.O. BOX 2980 SILVERDALE, WA 98383-2980, and DNS, LLC, BENEFICIARY, whose address is 126 SW 148TH STREET, BURIEN, WA 98166-1984 WITNESSETH Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in KING County, Washington LOT(S) 18, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 24, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 62 FEET THEREOF. PTN LT 18, BLK 1, HILLMAN'S SEATTLE GDN TRACTS, VOL 11/24. Assessor's Property Tax Parcel Account Nurnber(s) 336590-0100-03 which real property is not used principally for agricultural or farming purposes, together with all tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof This deed is for the purpose of securing performance of each agreement of Grantor herein contained, and payment of the sum of One Hundred Twenty -Two Thousand Five Hundred And 00/100 Dollars ($122,500.00) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon To protect the security of this Deed of Trust, Grantor covenants and agrees 1 To keep the property in good condition and repair, to permit no waste thereof, to complete any building, structure or improvement being built or about to be built thereon, to restore promptly any building, structure or improvement thereon which may be damaged or destroyed, and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property 2 To pay before delinquent all lawful taxes and assessments upon the property, to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust 3 To keep all buildings now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary as its interest may appear and then to the Grantor The amount collected under any insurance policy maybe applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust In the event of foreclosure, all rights of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale 4 To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust 5 To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured hereby and Trustee's and attorney's fees actually incurred, as provided by statute 6 Should Grantor fail to pay when due any taxes, assessments, insurance premiums, liens, encumbrances or other charges against the property heremabove described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust MS Vawn Fm SSID6WA Rev iVOM LPB-22(9/92) Page I of 2 Order: 6507083 Doc: KC:2003 20030131003447 Page 2 of 3 Created By: bpalega Printed: 12/18/2012 9:42:15 AM PST 20030131003447.003 IT IS MUTUALLY AGREED THAT I In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion thereof as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation 2 By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay 3 The Trustees shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto 4 Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of the Beneficiary In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the sale as follows (I) to the expense of sale, including a reasonable Trustee's fee and attorney's fee, (2) to the obligation secured by this Deed of Trust, (3) the surplus, if any, shall be distributed to the persons entitled thereto 5 Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor had or had the power to convey at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrances for value 6 The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy, Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage 7 In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee 8 This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors, successors and assigns The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein STATE OF WASHINGTON COUNTY OF ICING } ss I certify that I know or have satisfactory evidence that JAMES J. MARSH and STEPHANIE L. MARSH are the persons who appeared before me, and said persons acknowledged that THEY signed this instrument and acknowledged it to be THEIR free and voluntarypc,1-1a_11lbVns and purposes ruentlened in this mstnuilent Dated l , 3V b3 F.xPrglo F . ,•.o s'. / st • h �P� I� Not Pub is nd for the State of i :2 ��0 j ,JV h: � Residmgat�l My appointment ex res / It tit •''•$E�FfiRFULLRECONVEYANCE ' IRV rrb?TC�'IFn� Tsiie used only when note has been paid TO TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied, and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder Dated SW V—Form SSIOMA Rev 11MM LPB-22 (9/92) Page 2 of 2 Order: 6507083 Doc: KC:2003 20030131003447 Page 3 of 3 Created By: bpalega Printed: 12/18/2012 9:42:16 AM PST AFTER RECORDING MAIL TO: Name John H. O'Rourke Address P.O. Box 98741 City. State_ Zip Des Moines WA 98198 Filed for Record at Request of �I 20120217001328 OROURKE LAY CO OCO 62.99 PAE-01OF1C7000 020 KING COUNTY, UA E2530432 02/17/2012 12:23 SKING TAXALE COUNTY, UA ji0. j0.0000 PAGE-001 OF 001 QUIT CLAIM DEED THE GRANTORS) James J Marsh and Stephanie L March ` for and in consideration of pursuant to Decree of Dissolution (King Copty. Washington) conveys and quit claims to Stephanie L. Marsh. a single individual the following described real estate, situated in the County of King . state of Washington, together with all after acquired title of the grantor(s) therein: LOT 3, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. Assessor's Property Tax Parcel/Account Numbers: 336590-0015-07 Dated: 12 'Z — ?� • STATE OF,YASHINGTON ) COUNTY OF1CpYG ) 1 certify that I know or have satisfactory evidence (6) the pawn(s) who appeared before me, and said parson(s) sclotowledged that (he/sh oy signed this instrument and aclmowledged it to be (h' cir d voluntary act for uses and pu mentioned ' insnument Notary public and for state of a, s y ' . ¢ i My cep ent exp 1-14 ILIO ,�Or� LPB-12() 7/97 Order: 6507083 Doc: KC:2012 20120217001328 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:43:36 AM PST AFTER RECORDING MAIL TO: Name John H O'Rourke I Address 2 101 Fourth Avenue a 1560 20120217001329 I'MOOBOE- 0= LAY CO 000 62.00 00 7020t2F22 23 City state Zip Seattle WA 98121 KING COUNTY, WA Filed for Record at Request of. E2530433 02/17/2012 12:23 KING COUNTY, WA - TAX tle.ee 50.00 PAGE-001 OF 001 QUIT CLAIM DEED THE GRANTOR(S) J Tukwilp. LIC a Washin ton limited liLbilily cornRWy for and in consideration ofpursuant to Decree of Dissolution ink rounty Washinetnnl conveys and quit claims to fphanie L. Marsh a single individual the following described real estate, situated in the County of_ICing state of Washington, together with all after acquired title of the grantor(s) therein: Lots 1, 2, 4, 5, 17 and 18, Block 1, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume l I of Plats, page 24, in King County Washington. Assessor's Property Tax P=cl/Account Number: 336590-0100-03 33659D-0005-09 336590-0010-02 336590-0020-00 Dated: 12 — Z — 2 u �l JS TUKWILA, By ,, ..+! o L 14ber By Stephanie L. Marsh, member STATE OF 1 /— ) COUNTYOF I artily f6et I know or have satisfactory evidence that James J Maw a a Stephanie L March (is/ate) the person(s)/Who o appeared before me, and said person(s) acknowledged that (ho/s JUm signrA this instrument, on oath stated thatrol l y t1 ar auNoriad to execute the instrument and acknowledged it as thememhers of_aylee Manearment tjr to be the free and voluntary act of such party(,) for the uses an es 'oned in IM t. Dated: 12 Z-� v1 _ `-�\\�NNN\\\111t11, QI ``'tl_ f4NotYPuy c indfor of OQ,,.Qs rgy(0 /y MYapoeins / / =-J LPB-12(c) 7/97 Order: 6507083 Doc: KC:2012 20120217001329 Page 1 of 1 Created By: bpalega Printed: 12/18/2012 9:45:22 AM PST 20030228002326.001 After Recording Return Tot FLAOSTAR BARK, FSB ATTNt FINAL DOCUMENTS, MAIL STOP W-530-3 5151 CORPORATE DRIVE TROY, MI 48098 Assessor's Parcel or Account Number 3365900100-D 9j Abbreviated Legal Desert O n C - t Mtn L fi I$1 1k T i ili\\rYl0.h'S, C-� ra V171 ` 1 ! 7_4 [Include lot, block and plat or section, township and range] Full legal description located on page Title Order No.t R287362-1 W WT —ISpace Above Tins Lme For Reeordmg Data] LOAN #t 999226452 DEED OF TRUST MIN 1000525-9992264524-3 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21 Certain rules regarding the usage of words used in this document are also provided in Section 16 (A) "Secunty Instrument" means this document, which is dated FEBRUARY 24, 2003, together with all Riders to this document (B) "Borrower" is JAMES J MARSH AND STEPHANIE L MARSH, HUSBAND AND WIFE. Borrower is the trustor under this Security Instrument (C) "Lender" is AMERICA ONE FINANCE. Lender is a CORPORATION organized and existing under the laws of WASHINGTON. Lender's address is 17842 85TH PLACE ME, BOTHELL, WA 99011. (D) "Trustee" is WASHINGTON TITLE. (E) "MERS" is Mortgage Electronic Registration Systems, Inc MERS is a separate corporation that is acting solely as a nominee for Lenderand Lender's successors and assigns MFRSisthe beneficiary under this Security Instrument MERS is organized and existingunderthe laws ofDelaware, and has an address andtelephone number of P O Box 2026, Flint, MI 48501-2026, tel (888) 679-MERS WASHINGTON--SingleFamily—Finnre Mae/Freddte Mac UNIFORM INSTRUMENT Initials: Form 30481/01 Page 1 of 10 4AIDEED 0109 Order: 6507083 Doc: KC:2003 20030228002326 Page 1 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.002 LOAN #: 999226452 (F) "Note" means the promissory note signed by Borrower and dated FEBRUARY 24, 2003. The Note stales that Borrower owes Lender * * *ONE HUNDRED THIRTY ONE THOUSAND AND NO/100 Dollars (U S $131, 000.00 ) plus interest Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than MARCH 1, 2033. (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property " (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest (I) "Riders" means all Riders to this Security Instrument that are executed by Borrower The following Riders are to be executed by Borrower [check box as applicable] 0 Adjustable Rate Rider = Condominium Rider Second Home Rider 0 Balloon Rider = Planned Unit Development Rider Other(s) [specify] ® I-4 Family Rider 0 Biweekly Payment Rider (.n "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative roles and orders (that have the effect of law) as well as all applicable final, non -appealable judicial opinions (K) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization (L) "Electronic Funds Transfer" means any transfer offunds,otherthanatransactionongmatedbycheck, draft, or similar paper instrument, which is initiated through an electronic terminal, telephone instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account Such term includes, but is not hunted to, point -of -sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers (M) "Escrow Items" means those items that are described in Section 3 (N)"MiscellaneousProceeds' means any compensation, settlement, award ofdamages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for (i) damage to, or destruction of, the Property, (u) condemnation or other taking of all or any part of the Property, (in) conveyance in lieu ofcondemnation, or (iv) misrepresentations of, oromissions as to, thevalue and/or condition ofthe Property (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (n) any amounts under Section 3 of this Security Instrument (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 US C §2601 et seq ) and its implementing regulation, Regulation X (24 C F R Part 3500), as they rmght be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RESPA (R) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary ofthis Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns of MERS This Security Instrument secures to Lender (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note, and (n) the performance of Borrower's covenants and agreements under this Security Instrument and the Note For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUNTY [Type of Recording Junsdichon] of RING [Name of Recording Junsdiction] SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF. AP #: 3365900100 which currently has the address of 14487 56TH AVE S, SEATTLE, Waslungt 98168 ("pent' on Pro Address") Istaeil [City] [Zip Coda] WASHINGTON—Single Family —Fannie Mac/Freddte Mac UNIFORM INSTRUMENT Initials: V_okm Foim 30481/01 Page 2 of 10 1,r WAEDEED Order: 6507083 Doc: KC:2003 20030228002326 Page 2 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.003 LOAN #t 999226452 TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered bythisSecurity Instrument All ofthe foregoing is referred to in this Security Instrument as the "Property " Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right to exercise any or all ofthose interests, including, but not hnuted to, the right to foreclose and sell the Property, and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument BORROWER COVENANTS that Borrower is lawfully seized of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record THIS SECURITY INSTRUMENT combines uniform covenants for national use and non -uniform covenants With limited variations by jurisdiction to constitute a uniform security instrument covering real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows 1 Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges dueundertheNote Borrower shall alsopayfunds for Escrow Items pursuanttoSection 3 Payments due under the Note and this Security Instrument shall be made in U S currency However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity, or (d) Electronic Funds Transfer Payments are deemed received by Lender when received at the location designated in the Note or at such other location as maybe designated by Lender in accordance with the notice provisions in Section15 Lendermayretum anypayment or partial payment ifthe payment or partial paymentsare insufficient tobring the Loan current Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted If each Penodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds Lender may hold such unapplied fundsuntilBorrower makespaymenttobnngthe Loan current IfBoffowerdoesnotdosowrthinareasonablepenod of time, Lender shall either apply such funds or return them to Borrower If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or perforrmng the covenants and agreements secured by this Security Instrument 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of pnonty (a) interest due under the Note, (b) principal due under the Note, (c) amounts due under Section 3 Such payments shall be applied to each Periodic Payment in the order in which it became due Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, if any, (c) premiums for any and all insurance required by Lender under Section 5, and (d) Mortgage In surancepremiums, if any, or any sums payable by Borrower to lender in lieu othe payment of Mortgage Insurance premiums in accordance with the provisions of Section to These items are called "Escrow Items " At origination or at any time during the tern of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, ifany, be escrowed by Borrower, and suchdues, fees and assessments shall be an Escrow Item Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time Any such waiver may only be in writing In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for WASHINGTON-Single Family --Fannie Mae/Fkddm Mac UNIFORM INSTRUMENT InitlalstP ((,m'Gt/' Form 30481/01 Page 3 of 10 77WAEDEED Order: 6507083 Doc: KC:2003 20030228002326 Page 3 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.004 LOAN $i 999226452 which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9 ffBorrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount Lender may revoke the waiver as to any or all Escrow items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3 Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA Lender shall estimate the amount of Funds due on the basis ofcurrent data and reasonable estimates ofexpenditures of future Escrow Items or otherwise in accordance with Applicable Law The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, ff Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrowerany interest or earnings on the Finds Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA ffthereisashortage ofFumdsheld in escrow, asdefined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to makeup the shortage in accordance with RESPA, but in no more than 12 monthly payments If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments Uponpaymcm in full of all sums securedby this Secunty Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3 Borrower shall promptly discharge any hen which has priority over this Security instrument unless Borrower (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement, (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded, or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument If Lender determines that any part of the Property is subject to alien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the hen Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4 Lender may require Borrowertopay a one-time chargefor areal estate tax verification and/or reporting service used by Lender in connection with this Loan 5. Property insurance Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included withinthe term "extended coverage," andany other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires What Lender requires pursuant to the preceding sentences can change during the term of the Loan The insurance tamer providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably Lender may require Borrower to pay, in connection with this Loan, either (a) a one-time charge for flood zone determination, certification and tracking services, or (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification Borrower shall also be responsible forthe payment ofany fees imposedby the Federal EmergencyManagement Agencyin connection with the review of any flood zone determination resulting from an objection by Borrower If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's optionandBorrower's expense Lender isundernoobhgationtopurchase any particulartypeoramount of coverage Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents ofthe Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect Borrower acknowledges that the cost of the insurance coverage so obtained aught significantly exceed the cost of insurance that Borrower could have obtained Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment WASHINGTON-9mg1e Family —Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Initlalsi �WI ,.V ` Form 3048 1/01 Page 4 of 10 IW W�AEDEEDD Order: 6507083 Doc: KC:2003 20030228002326 Page 4 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.005 LOAN #: 999226452 All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee Lender shall have the right to hold the policies and renewal certificates If. Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee In the event of loss, Borrower shall give prompt notice to the insurance carver and Lender Lender may make proof of loss if not made promptly by Borrower Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required byLender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on Such proceeds Fees forpublic adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security instrument, whether or not then due, with the excess, if any, paid to Borrower Such insurance proceeds shall be applied in the order provided for in Section 2 if Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim The 30-day period will begin when the notice is given In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under theNote or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property rf damaged to avoid further detenorationordamage lfmsurance or condemnation proceeds are paid in connectionwith damage to, orthetaking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration Lender or its agent may make reasonable entries uponand inspections ofthe Property Ifit has reasonable cause, Lender may inspect the interior ofthe improvements on the Property Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause S. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest m the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property Lender's actions can include, but are not limited to (a) paying any sums secured by a lien which has priority over this Security Instrument, (b) appearing in court, and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding Securing the Property includes, but is not limited to, entering the Propertyto make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off WASHINGTON—Single Fanuly--Fannie Mae/Freddie Mac UNIFORM INSTRUMENT In1tialss �J 3'A Foma 3W 1/01 Page 5 of 10 WAEDEED Order: 6507083 Doc: KC:2003 20030228002326 Page 5 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.006 LOAN li: 999226452 Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9 Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument These amounts shall bear interest at the Note rate from the date ofdtsbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums reqinred to maintain the Mortgage Insurance in effect If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designatedpayments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurancepreviouslyin effect, ata cost substantially eguivalenttothe cost to Borrower oftheMortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount ofthe separately designated payments that were due when the insurance coverage ceased to be in effect Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance Such loss reserve shall be non-refundable, notwithstanding the face that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shallpay thepremiums required to maintainMortgage Insurance in effect, ortoprovide a non- refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed Borrower is not a party to the Mortgage Insurance Mortgage insurers evaluate therrtotal risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements These agreements may requirethe mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums) As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate ofanyofthe foregoing, may receive (directly or indirectly) amounts that derive from (orMight be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance " Further (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any otherterms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1996 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender IftheProperty is damaged, suchMiscellaneous Proceeds shallbeapplied torestoration or repair ofthe Property, if the restoration or repair is economically feasible and Lender's security is not lessened During such repair and restoration penod, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly Lender may pay for the repairs and restoration in a single disbursement or in a series ofprogress payments as the work is completed Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2 In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower WASHINGTON-Single Fa Iy—Fannie Ma /V edd:e Mac UNIFORM INSTRUMENT Initials: J'kd,l, ` Form 3040//01 Page 6 of 10 W AE—DEED Order: 6507083 Doc: KC:2003 20030228002326 Page 6 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.007 LOAN Ili 999226452 In the event of a partial taking, destruction, or loss in value ofthe Property in which the fair market value of the Property immediatelybefore the partial taking, destruction, Or loss invalue is equal to or greater than the amount of the sums secured by this Security Instmment immediately before the partial taking, destruction, or loss invalue, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instmment shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value ofthe Property immediatelybefore the partial taking, destruction, or loss in value Anybalance shallbe paid to Borrower in the event of a partial taking, destruction, or loss in value ofthe Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount ofthe sums secured immediatelybefore thepartial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture ofthe Property or other material impairment ofLender's interest in the Property ornghtsunderthisSecuntylnstrument Borrowercan core such a default and, ifacceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture ofthe Property or other material impairment of Lender's interest inthe Property or rights under this Security Instrument The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender All Miscellaneous Proceeds that arc not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension ofthe time for payment or modification ofamortization ofthe sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend nine for payment or otherwise modify amortization of the sums secured by this Security Instmment by reason ofany demand made by the original Borrower or any Successors in Interest ofBorrower Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Bonower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy 13. Joint and Several Liability; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several However, any Borrower who co-signs this Security Instrument but does not execute the Note (a "co-signer") (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument, (b) is not personally obligated to pay the sums secured by this Security Instmment, and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in Writing The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of Lender 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not hunted to, attorneys' fees, property inspection and valuation fees In regard to any other fees, the absenceof express authority inthis Security Instrument to charge a specific facto Borrower shall notbe construed asaprohibitiononthe charging ofsuchfee Lender may not chargefeesthat are expresslyprohibited by this Security Instrument or by Applicable Law If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit, and (b) any sums already collected from Borrower which exceeded permutted limits will be refunded to Borrower Lender may choose to make this refundby reducing the principal owed under the Note or by making a direct payment to Borrower If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note) Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given WASHINGTON—Single Family--Faime Mae/Freddie Mac UNIFORM INSTRUMENT Initialsi L ?w Form 30481/01 Page 7 of 10 WAEDEED Order: 6507083 Doc: KC:2003 20030228002326 Page 7 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 20030228002326.008 LOAN A: 999226452 to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address ifsent by other means Notice to anyone Borrower shall constitute notice to all Borrowers unless Applicable Lawexpressly requires otherwise The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender Borrower shall promptly notify Lender of Borrower's change of address If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure There may be only one designated notice address under this Security Instrument at any one time Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower Any notice in connection withthis Security Instrument shall not be deemed to havebeen given to Lenderuntd actually received by Lender Ifany notice required by this Security Instrument is also requiredunder Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument 16 Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as aprolubiuonagainst agreement bycontract In the event that any provision or clause ofthis Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions ofthis Security Instrument or the Note which can be given effect without the conflicting provision As used in this Security Instrument (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender, (b) words in the singular shall mean and include the plural and vice versa, and (c) the word "may" gives sole discretion without any obligation to take any action 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest inthe Property" means any legal orbeneficial interest inthe Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full ofall sums securedby this Security Instrument However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law If Lender exercises this option, Lender shall give Borrower notice of acceleration The notice shall provide a period ofnot less than 30 days from the date the noticeis givenin accordancewith Section 15 within whrchBorrower must pay all sums secured by this Security Instrument If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument, (b) such other period as Applicable law might specify for the termination of Borrower's right to reinstate, or (c) entry of a judgment enforcing this Security Instrument Those conditions are that Borrower (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred, (b) cures any default of any other covenants or agreements, (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank check, treasurer'scheck or cashier's check, provided any suchcheckrs drawnupon an institution whose deposits are insured by a federal agency, instrumentality or entity, or (d) Electronic Funds Transfer Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred However, this right to reinstate shall not apply in the case of acceleration under Section 18 20 Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or partial interest in the Note (together withthis Security Instrument) canbe sold one ormore times without prior notice to Borrower Asalermght result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and tins Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law There also mrghtbe one or more changes ofthe Loan Servicer unrelated to a sale of the Note If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing If the Note is sold and thereafter the Loan is servicedby a Loan Servicer other than thepurchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser Neither Borrower nor Lender may commence, join, or bejoined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any dirty owed by reason of, this Security WASRINGTON--S,n&6 Family --Fannie M-Y"ddle Mac UNIFORM INSTRUMENT Initials: tin Form 30481/01 Page 8 of 10 --DEED Order: 6507083 Doc: KC:2003 20030228002326 Page 8 of 14 Created By: bpalega Printed: 12/18/2012 9:42:27 AM PST 4 Ripe E e y y c dttiwe> O kv, in ma .a.' 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's,r'�k^e �J �'�'�"�. ��' ._ '�'""I�,id"l'�`�rGrt �» e� :i� • a 4."._m 70 aRa'K, a^ ? t`x'�f �, _ :'�- v ��t9#k�!� �sn� Mkl� IAi �A � -f,Yi 7 �. L" '� � �'�. �r % TM�3d ki A•i e�-�'xk Wy *�'�'3 •n5� „t. " y Order � r r r- t -rite, w. yr '•.#"° `Y ' 1��. *'i'��i,�':'r «X Y $.'t ��4�, '1E'�Ti�r.%��' �� * ��. c �"�.rn � >l'}#"' � t r 65OV.M.> � :": .{}t. ,'� � ✓.-.''._ a, �-� ` a gyp, 4i 6?J`� i �� °t. i.!f�h l..,'C.�a d ' r',."s S'�' � t� • City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director Sent via email to steph.marsh@comcast.net No hard copy to follow NOTICE OF INCOMPLETE APPLICATION December 10, 2012 Stephanie L. Marsh 15633 44`h Ave. S Tukwila, WA 98168 RE: Marsh 9-lot short plat L 12-043, E 12-009, PL 12-040 Dear Ms. Marsh, Your application for a 9-lot short plat is considered incomplete. However, your SEPA application is complete. Both projects require notice and we typically do so at the same time to save you the cost of multiple mailing fees. If you would like us to delay the SEPA notice until it can be combined with the short plat notice and only charge you one mailing fee, please send me an email by December 19`h requesting a combined notice. Otherwise, a second notice fee will be charged to your permit. A complete application requires you to provide all of the following: 1. A Title Report is necessary. It must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, and must be dated within 45 days of application filing. 2 copies. 2. Printed plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not, exceed one foot in 5,000 feet. 2 copies. 3. All plans reduced to either 8.5'x11" or I Fx17". 2 copies of everything. 4. PLAT SURVEY: a template is available from the City in AutoCAD format. 4 copies. (a) The plat survey must include the name of the plat, graphic scale, and space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for SM Page 1 of 2 12/11/2012 HAL12-043 E12-009 Marsh SP\NOIC.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. . (j) Locations of existing and proposed public street rights -of -way and private access easements.' . (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location does not have to be to scale. (m) Show building setback lines or locations of all proposed buildings. 5. The plat map shall also include Sensitive Areas Tracts and Easements per TMC 18.45.170 which states: A. In development proposals for planned residential or mixed use developments, short subdivisions or subdivisions, and boundary line adjustments and binding site plans, applicants shall create sensitive areas tracts or easements, in lieu of an open space tract, per the standards of the Planned Residential Development District chapter of this title. (B is not applicable.) C. A notice shall be placed on the property title or plat map that sensitive area tracts or easements shall remain undeveloped in perpetuity. 5. A tree clearing permit is necessary due to clearing trees from a sensitive.area. The requirements for a tree clearing permit shall be met (TMC 18.54). Tree re -planting shall meet TMC 18.54 including a tree replacement and protection plan and 18.45.130 (2) which states that: Where any portion of an area of potential geologic instability is cleared for development, a landscaping plan for the site shall include tree replanting with an equal mix of evergreen and deciduous trees, preferably native, and approved by the Director. Replacement vegetation shall be sufficient to provide erosion and stabilization protection. Upon receipt of these items, the City will re -review them for completeness and will email you written notification of completeness or incompleteness within 14 days. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at 206-433-7166 or email at stacy.macgregor@tukwilawa.gov. . Si cerely, Stacy MacGre or Assistant Planner SM Page 2 of 2 12/11/2012 HAL12-043 E12-009 Marsh SP\NOIC.doc Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59' Ave. S. Tukwila, WA 98168�3�'�{ =� Cell: 206-571-8794 DEC 0 4 2012' COMMUNITY OEVELOMENT December 4, 2012 Subject: Geotechnical Evaluation for Stephanie Marsh 9-Lot Short Plat, 14487 56th Avenue S., Tukwila, WA 98168 (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) General: The purpose of this report is to evaluate the soils on the above property for general construction considerations, for stability of existing steep slopes on the site and for erosion characteristics. The proposed project will create a total of nine single family residential building lots, beginning with five existing parcels. A new 20 foot wide paved private road approximately 500 feet long to serve the nine future residences and will be constructed with a cul-de-sac at its end. Its entrance will be on the west side of 56th Avenue -S. -at the parcel with the_above. address, Ttjte section_of the new road will consist of a 20 foot roadway concrete curb and gutter, and 5 foot concrete_ Ir sidewalk -(including curb) on one side and- a 5-foot wide -landscape strip on the other the -total widt'h being ^3'O-fleet. These improvements -will he located in their 0 r tract i The property is roughly L-shaped, with a long side along its west boundary abutting the right-of-way for 55th Avenue S. This right-of-way has not been developed and likely will not be. It is along this line that a significant wetland begins and which continues west. For this reason it is proposed that the access to all nine lots be through the above mentioned property on 56th Avenue S. The existing residence and associated lawn area on the eastern parcel will be removed and replaced with one of the new homes. Based on the soils encountered throughout the site, the site appears suitable for on -site infiltration. A main trench in the private road will be used for all impervious road areas and for three of the new homes uphill from the road. The remaining homes will have individual infiltration systems. Based on the topography of the site, relatively large amounts of earthwork will be required to create the new access road. The construction will require an estimated 4,000 cubic yards of cut and 12,000 cubic yards of structural fill. Site Geology Information - Topographic Data: A field survey topographic mapping of the site was prepared by Site Survey and Mapping, Inc. in mid-2012. A reduced copy attached. The property consisting of all five original parcels slopes a consistent 20 to 25 percent from 56th Avenue S. down to the undeveloped 55th Avenue S. right-of- way with some undulations and with some areas being as little as 10 percent. The property is largely lawn or meadow, with some thicker minor woods in the north section and a scattering of several more significant trees throughout. Site Geology Information - Subsurface Data: The source of information to evaluate subsurface soil information is a series of 8 soil logs done on June 15, 2012, copy attached. Soils indicated a fairly typical Alderwood association, with the surface outwash from the upper area of the site forming a fairly deep layer of long term transported surface loams over the surface of the steep slopes in the lower portion of the site. Note that the Alderwood association is characterized by surface silty loams of slight to moderate depth (1 to 10 feet), underlain by a clay or dense silt dominated soil. It is common in the higher ridge areas of western King County, especially from Seattle south. No distinct water table indicators were noted in the logs is the deeper layers encountered although some mottling was noted in the deeper portions of some logs. The soils were investigated during the dry period of the year and no active groundwater was encountered. It is possible that some general perching of groundwater occurs along the face of the steep slopes, however no erosion sites or hydric vegetation zones were noted during the field reconnaissance. Site Geology Information - Site History: The site reflects the general north -south glacier carving of Puget Sound region macro -topography evident in Puget Sound, the Duwanish Valley, the Kent Valley, Lake Washington, etc. The Alderwood association, of which this appears to conform, is based on the general shaping of previous soils by glacier, with the loamy overlying layer generated by weathering or final glacial outwash from the last ice age, approximately 10,000 to 12,000 years ago. The underlying clay layer is likely relatively deep, as has been encountered in other evaluations in this area throughout the Tukwila/Duwanish Valley area, down basically to sea level (or the valley floor just above sea level). The topography of the steep slopes observed during the site visit indicates no evidence of catastrophic slope failure in any area. Long term very slow surface movement has probably occurred historically along the steep slope, but has been un-noticed in its earlier rural or undeveloped uses. Significant movement of the surface soils down the slope, especially in an undeveloped condition, would be measured in decades. No areas of obvious surface erosion or tell tale exposed surface soils were observed. PA A specific indicator was observed which supports the above very slow movement of the soils. While not predominating, several younger (40 years old or less) "curved trees" were noted, indicating general slight surface movement. It is the restricted limits of the affected trees which provides actual evidence of inherent surface soil stability. This stability is provided by the geometry of the undisturbed slope, and the inherent strength of the undisturbed loams at the surface. Site Geology Information - Seismic Hazard: Seismic hazards for slopes may be comprised of either general soil saturation or classic seismic liquefaction. With general saturation, failure occurs in either a direct diagonal slippage (shear failure) or at a saturated layer of loose silts which semi -liquefy and "pour" out of their original location in the hillside. The soils of this area do not appear susceptible to this mode of failure due to the generally dense impervious nature of the soils and positive slopes which prevent surcharged saturation. While the above cause of hillside failure is not limited to seismic movement, a seismic event could possibly trigger a failure which would not otherwise have occurred, however this is unlikely. As noted above, there is no indication on the site of this mode of failure occurring previously on this site or in the surrounding area. Based on the above, the possibility of hillside failure by this mode of seismic failure is low. The second mode of failure is caused by a water saturation of a uniformly graded larger grained non -cohesive soil, which in this condition is subject to seismic movement. For the slope areas in question, the possibility of full saturation of any layer is not present. In addition, the soils as noted are not of the type allowing this type of movement. The possibility of seismic movement is, of course, more significant with a sloping site, however, the possibility of seismic liquefaction failure for this hillside is negligible. Based on the soils underlying future construction locations for the site, including residential and road construction, the potential for seismic liquefaction settlement is very low. No special mitigation measures are recommended for construction on this site to mitigate seismic liquefaction. Geotechnical Engineering Information - Slope Stability Studies and Opinions of Slope Stability: No previous slope stability studies are known to have been prepared for this site. As noted above, the site appears stable and not subject to long term erosion or catastrophic failure. Reference slope stability, it is the opinion of this office, based on considerations discussed above, that the existing slopes are geologically stable for the intended use. Geotechnical Engineering Information - Proposed Angles of Cut and Fill Slopes and Site Grading Requirements: Potentially heavy earthwork will be required to construct the access road for this site, and unknown but likely moderate to heavy earthwork as part of the new house construction. The following are provided for general information. It is usually recommended that the footing bases for the new residences be placed at or below a 2:1 slope from bottom of the adjacent downhill slopes. In this case, all slopes are flatter than 2:1, typically about 21 to 24 percent (5:1), maximum 40 percent (4:1). The site has no steep "top of bank" situations requiring a 15 foot building setback line. During temporary excavations for basements and foundations, a vertical cut face is acceptable. For deeper excavations, with potential cuts up to eight or ten feet in depth, it is recommended that cuts be backsloped at 1:1 or flatter at depths of more than four feet, per standard practice. Long term permanent cuts and fills involving native soils should be at a maximum of 2:1 unless otherwise approved by a licensed engineer familiar with the site. Site grading should follow standard practice as regards erosion control, stockpiling of soils, and minimizing the areas to be cleared and disturbed to that necessary for approved construction. Significant structural fill may be required for the proposed new residences. Should it be required, the following guidelines should be followed. Cut horizontal steps into the slope (for fills over 3 feet total), place non -clay materials in maximum 6" lifts, and mechanically compact to 95 percent. Note that for non-structural fill in yard areas, the 6" lifts and mechanical compaction may be omitted, although some settling will occur over time. Revegetation of finished slope areas should follow good landscaping practice. Geotechnical Engineering Information - Structural Foundation Requirements and Estimated Foundation Settlement: A foundation bearing pressure of 2,000 PSF is suitable for undisturbed soils for this site. All foundations should be placed on undisturbed soils a minimum of 18" below finished grade. All foundations should be placed at a 2:1 backslope or farther from the toe of any slope. Areas found to have unengineered old fill during construction should be evaluated prior to placement of foundations or roads/driveways in those areas. 4 Based on observed soils, a lateral resistance factor of 0.40 for lateral loading may be safely used for design of structural retaining walls and, where used, basement walls. Note that the basement floors will be cast concrete and will provide additional long term lateral resistance to movement of the walls and their footings. It is recommended that the inside of the basement wall footings be backfilled against prior to exterior backfilling as a good general construction practice. This backfilling may be omitted in shallow crawl space foundations. Based on experience with similar soils used for wood frame residential construction, a settlement of less that 1/4 inch would be expected within a 50 foot length of foundation. It should be noted that during the site visit by this office, the existing concrete foundations for the existing house and barn, which have been in place for up to 70 to 80 years, showed very little settlement. Geotechnical Engineering Information - Soil Compaction Criteria: Loam soils on site are suitable for all structural fill in a dry or damp condition. Clay or silt soils which may be found on site are suitable only for shallow structural backfill, which would be characterized as one foot or less. Deeper fills, if required, may use an imported select granular pit run. Compaction in foundation and vehicular traffic areas for all acceptable soils should be to 95%, uniformly and mechanically compacted. The need for structural backfill for this site, except in utility trenching, is minimal. As indicated above, backfilling of minor trenches with existing loam material is acceptable, provided it is mechanically compacted in 6 inch lifts, and that it is done in only damp or dry weather. Structural fill in deep fill areas must be placed over excavated horizontal steps in the native soils. The size and height of the steps should be verified with the site engineer prior to placing any fill in that area. Questions relating to the adequacy of proposed compaction material should be evaluated by the site engineer on site. Geotechnical Engineering Information - Proposed Surface and Subsurface Drainage: Surface runoff from impervious surfaces will be collected and routed a common on -site infiltration system, with overflow to the adjacent wetland. All foundations and retaining walls will be protected by piped footing drains. Subsurface investigation indicates infiltration into the deep loam soils of the site is feasible. Geotechnical Engineering Information - Proposed Use of On Site Sewage System(s) This site is served by public sewer and does not require the use of OSS systems (drainfields). Geotechnical Engineering Information - Lateral Earth Pressures: Due to the dense nature of the in place soils, an active design lateral pressure for retaining walls of 35 PCF is suitable, with an at rest lateral pressure for foundation walls of 60 PCF recommended. All walls over 4 feet in total height must be designed by a licensed engineer and use the 1.5 safety factor per accepted practice. All walls with either a soil or vehicular traffic surcharge will require consideration of the surcharge, to be determined as part of the specific wall design. Geotechnical Engineering Information - Vulnerability of Site to Erosion: Undisturbed bare soils on site are moderately subject to erosion. Disturbed soils are subject to significant erosion. Disturbed soils on or near the slope areas are subject to heavy erosion. For the above reasons the exposure of disturbed soils on or near the slope areas should be protected with straw or tarping if left exposed for more than one week during the wet season. All disturbed areas must have properly installed silt fencing on their downhill side. A standard stabilized rock construction entrance will be used on site to prevent mud and silt from the site entering the street drainage system. With the use of erosion control measures, as mentioned above, the proposed construction should be able to take place without significant erosion to the site, or the transporting of silts off site. Geotechnical Engineering Information - Suitability of On -Site Soils for Use as Fill: The native loam materials on -site may be suitable for structural fill in damp or dry weather, with mechanical compaction required in structural fill areas, as noted above. Note that possible minor quantities of clay in some existing soils may be encountered which would prevent their use for deep structural fills over one foot deep. Any clay soils which may be encountered may be used for non-structural contained fill, with the understanding that long term settling may occur proportional to the depth of the fill. This may be evaluated on a case by case basis during construction. Geotechnical Engineering Information - Laboratory Data and Soil Index Properties: Field testing was done of soil samples encountered. Used were both wet and dry techniques. The soils were found to be a loams and dense loams, in the areas and depths indicated above. Formal laboratory testing of soil samples was not deemed necessary for the evaluation of site soils for this site and type of construction. Geotechnical Engineering Information - Building Limitations: The construction of the above new residences may take place during wet weather provided the above specified erosion control measures are strictly employed. Arbitrary wet weather restrictions based on specific dates for this site and its development are not recommended. Providing the above recommendations and construction criteria are adhered to in the design and placement of the residential structure and related site work, no site related building limitations are recommended for these sites. Note that no dewatering procedures should be required for the site, although dry weather construction is recommended to minimize "mud" problems for the construction vehicles on the sloped areas. Summery: The site is suitable for conventional residential construction. Drainage of impervious surfaces, including roof and driveways must be collected, infiltrated on - site in a common infiltration trench, with overflow to the adjacent wetland. Statement of Risk: (Intended to comply with TMC Risk Statement Requirements) The general slope of the site is typically about 21 to 25 percent in the construction areas. The total difference in elevation of these construction areas is up to approximately 50 feet. The steep lower slope areas are vegetated and are not projected for significant disturbance. The level of projected disturbance, combined with the stable soils noted above, indicates that the site, and the surrounding properties (which are all similar), is not by definition a "geologic hazard" area and that additional studies and construction restrictions relating to geologic hazard areas do not apply to this project. In addition, the construction as proposed is of a distinct and controlled nature so as to not pose a threat to public health, safety and welfare. The construction may occur with no greater threat to the site or to adjacent properties than if the site were level. The plans and specifications submitted for the proposed access road construction and general specifics of proposed new residences have been reviewed and conform to the conditions and recommendations in this evaluation, specifics noted above, and provided that the conditions and recommendations are satisfied, the construction and development will not increase the potential for soil movement; and the risk of damage to the proposed development, and from the development to adjacent properties, from soil instability will be minimal (a very low possibility of risk). Questions relating to this report and to site related problems which may arise during construction of the new residences may be directed to this office. Bruce S. 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Q®{m1e:xW eF. 1 e,. aaoJEcT Na W= CeEAMSr. TNw DATE T-1W1 W E wiracwu na,.mrr. p, MATCH LIM A I I I �I -----------------------1 — — — — — — — — — — — — — — — — — — — — — — — — I' J , i i — — — — — — — — — — — — — — — — — — — — — — — — , -------------------------, --------------------� rwo,ccrwo. „azz auvuner: ffr c� er: nev ogre n�aaa,z eoffr x aF x SOIL LOGS June 15, 2012 #1- #8 0 - 181, Loam Topsoil 1811- 7211+ Sandy Loam Some holes has slight mottling near the bottom. No ground water was noted, although this was in a dry weather period. BASIS OF BEARINOS P@tlmOFtIFEYPoH6W OIllAYE. CONREIFDtYB000ETE8 tY0.Yfl'wL AIO IIELOImFD ItI WA Y q 11U1¢®1 tm@Fr W KaVBI£b NS®dlipmpYpMpllEw OENERAL NOTES 6LNVEY WA90U61h1®1MIOYf YD FR6APlWIfNI TRLf PSVRf. FA4BENIt AN)OtlIENE11CLaNPN1GFb MAY Epm tw 1Nb PAOPERIY TINT IRE IqT tlaJNt 1181ECTL L Nb11Utt31fATM ldlTltbbUwEY NAtAabECtlONmt IRf4TOTAlbfATgllP VB®NTYEAJREY 1EET OR FJ2®biHO4bb bEf T' MYG ]A1 ]aEN. a newrorouTlanwnwlrDrmnEaelrsnalawansA bUR.EY W IE N OCNtEN ml t AN1GW OlV GE M NOG1910 M OE1 4LL CG011 W IA 00RNO AT TNT Tp1E 4 UIN6910ml pl TNO wN\£YANEtAtED WCNAtCN UM1W Ia OBMAVAIYNB AM A6BUlT F W Il N1FIIb AVAEMb. ACTNLIObATICM 6lD0@ pYC IIILII® MYIMSfRE YTUIFt MOTbilOIN 01NYiMDNfYNNk]Rf a.+r.uaratcReNNmIraT®aDSloTntauasruabn ml®eAsalo . S 167TH STREET LEGAL OESCMMON a mN 0000s: Iccalu o:oT1 E'tiN' "I"'ire,EaPtP'xEc awEo wwu 'Yncnn MT8 aAQ M N •YYi cW rtY, WAsmTgl T arns;almncblx > 90(M,. wILL,N6 bbwT ItE MnoBl TwClb, ,uapmw0 n) TEPuiTI W.NP t wwuAeE llw MT&a/+6EXw Ml4MUIIY.NA9MP61p1, l WaAwBt%Npap,> b ] AMO n. wOG(L IelaAns ttAT11b GNPL4M TMLTt, AamMNoroTNEMTN6UAP, PEWS wWtl Elf aP iaT& PI6b N. w IRIt CCIMY, NMNg1Cl! OYE9f T1E EAbf btParoPaanLmn. maw Wlu 6ncc Mlb. at SMxdp A[apl6mpWpMpL LO9tttOLT(1.M1A1N13tEATfIF U.ACEII IRIClLACWMIfq Wl1EMTTF%LF.IECOPDm NVOlNE 11 OFMTgPAOEN, NM,tC01MY. NA4MwG,M ERlaf TllNEtTe2FlMT6@W. PROJECT MF.ORNATMON tUMVEI'aR p1E61biVEYa NVPPlq Y1G 1%,Oi1 MAYE NE AEnNxm,wAvma PXpE ]b]bAu,t PROPBlfYOV.fiB! b1FANMEMMwI IDBM',YM bTAfff GlmY TA%PAM8 Yf1NBk WHEW WNtm 116WDm@LtN%NIb acboo a 90005 PMIE TAGOaA4 IOf bSIMA4FHUE 8 lIMN1A WA LLItlt2 1p1 AAmaIrnolL cnra TUANew aAxaAcaivsE mssmm:aaaaP. ta69Dm,n:,vDats. tmslemlt:xwts. tmltOppb:XYp, tD. mmmmm: aJn v. Aaauwtvm 3 ui v z w z N IL cli W co v' Z T Z L I PROJECTNO. lUM ORAWN BY: EFJ CHECKED By. TNW OATS: 1F1141 Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical'�'� 14245 59' Ave. S. co�''�` Tukwila, WA 98168 o��Le4 Cell: 206-571-8794 December 3, 2012 Subject: Technical Information Report (TIR) for Stephanie Marsh 9-Lot Short Plat, 14487 56th Avenue S., Tukwila, WA 98168 (PN's: 336590-0005, 336590- 0010, 336590-0015, 336590-0020 and 336590-0100) Table of Contents: Project Overview Conditions and Requirements Suhimery Off Site Analysis Flow Control and Water Quality Facility Analysis and Design Conveyance System Analysis and Design Special Reports and Studies Other Permits ESC Analysis and Design Bond Quantities, Facility Summaries and Declarations of Covenant Operations Manual Project Overview: The site is a large 2.81 acre property consisting of five existing residential lots. The proposal is to divide the property into a total of nine single family residential lots, with a common private roadway in its own tract serving all lots. An old small single family residence is located on the property, which will be removed. The access to the site is from the west side of 56th Avenue S. through the property where the old residence is located and which is the only street address given to the site at this time. The property is roughly L-shaped, with a long side along its west boundary abutting the right-of-way for 55th Avenue S. This right- of-way has not been developed and likely will not be. It is along this line that a significant wetland begins and which continues west. For this reason it is proposed that the access to all nine lots be through the above mentioned property on 56th Avenue S. The property consisting of all five original parcels slopes a consistent 20 to 25 percent from 56th Avenue S. down to the undeveloped 55th Avenue S. right-of- way with some undulations and with some areas being as little as 10 percent. The property is largely lawn or meadow, with some thicker minor woods in the north section and a scattering of several more significant tree throughout. The improvements will consist of a twenty foot wide roadway with 6 inch curbs on each side and a 5 foot concrete sidewalk (including curb width) along only one site. The nine new residences will have roof area and a minimum two -car parking pad driveway in front. Soils on site are reasonably suitable for infiltration, being a dense sandy loam, per the soil logs. Discussion of the proposed site infiltration will be given below. Conditions and Requirements: The total major impervious surface area -proposed for the short plat is estimated to be 26,135 square feet, or 0.60 acres; routed to the main road infiltration trench, and includes three of the new houses, estimated at 4,000 square feet each. The remaining six houses lie to the side or downhill from the main trench and will each have their own infiltration system. Adding the additional estimated 4,000 square feet of impervious area each, the total impervious area for the fully developed project is estimated to be 50,135 square feet, or 1.15 acres. As mentioned, the site has a significant down slope but has soils suitable for infiltration of runoff. The primary requirement is to adequately dispose of runoff without causing water problems downstream. The infiltration of runoff from the new impervious areas, along with the natural surface flows from the yard areas, will reasonably well mimic the original conditions. Of note also is that the wetland is a recognized feature and will remain in a preserved state. It will act as a natural hydraulic buffer for the drainage system below it. The small size of the net new impervious area allows the general use of the Small Site Criteria located in Appendix C of the KCSWM Manual, with the main trench sizing using the formal KCRTS program. Drainage measures to serve the new residences not tied into the main trench will be designed in detail at the time of building permit application. Due to the controlled area of new impervious vehicular areas, no water quality treatment other than tees in catch basins is required. Off -Site Analysis: This downstream analysis is based on a Level 1 one -quarter mile downstream evaluation. At present runoff from the site flows west down the hill to the wetland. The drainage from the wetland flows into an established earth lined ditch approximately 8 feet deep and 10 feet wide, thence north under S. 144th Street in an established culvert. From that location it continues to travel in an established earth lined ditch similar to the upstream section. Eventually the ditch turned west and then turns north and follows the street system in 54th Avenue S. This description carries our evaluation beyond the typical one -quarter mile requirement. A walk along the route found no areas of under capacity or damage due to heavy flows. A general review of the drainage system in this area indicates that the system is reasonably adequate and is in good condition. Further evaluation is not required. Flow Control and Water Quality Facility Analysis and Design: The site is subject to Full Drainage Review, with design criteria for the system, and erosion and sediment control for the site, using the general information from Appendix C, SWM Manual. Runoff from all new impervious surfaces will be collected and infiltrated on site. The sandy loams are suitable for a design infiltration rate of 15 minutes per inch, and a 25 year storm event is used, with an overflow trench into the wetland provided as part of the system. The KCRTS program results indicate that the main trench should be 8 feet deep by 15 feet wide by 116 feet long. The minor trench systems for the individual houses will be sized individually during the house permit stage when the actual size and location of the house on the lots are known. Attached are soil logs and calculations for the main trench. Conveyance System Analysis and Design: The conveyance system associated with this site consists of smooth 8 inch PVC pipe in the roadway, with 6 inch side services to the house lots using the main street trench. The capacity of the proposed system is determined to be adequate by inspection. Special Reports and Studies: None. Other Permits: Residential building permits for the new residences will be required, and general utility installation within the new road will be processed through the appropriate utility provider. A right-of-way permit will be required for the installation of the utilities and the new driveway from 56th Avenue S. ESC Analysis and Design: The site will use conventional standard filter fence along the downhill limits of clearing and a stabilized construction entrance at the site's entrance. Bond Quantities, Facility Summaries and Declaration of Covenant: Bonds quantities will be provided when the general and prior to issuance of construction permit for the work. Operations and Maintenance Manual: A facility operation/maintenance manual will be provided when design for the road and drainage system has been technically approved. Questions relating to this Technical Information Report may be made directly to this office i` Bruce S. MacVeigh, P.E. Civil Engineer marsh 9lotsptir/1 249 4 SOIL LOGS June 15, 2012 #1- #8 0 - 18" Loam Topsoil 1811- 7211+ Sandy Loam Some holes has slight mottling near the bottom. No ground water was noted, although this was in a dry weather period. ttw.a ..a. ®v,. .sa3xwwwttw. .dw.w.. •sII[ •ikullddyN V AaAiAg in ' - ails S Ya.W3AVH19C700( g $'IJo H8LV119INVIIdiLB ' mans omd"eodoi TTM'34 JNN 'N£l dMl '£L 338'Y/L MN '4/l MN f t4. J es . F S 3AV RM _ _ - _ -.. _ - _ _ _ _ - _ _ _ ---T----- ----------r---p ---y ----- I I I I I I • I 'B -- i------ ,g _ J. -- i ---------a "-- - -- - ----- ' F - I I I I ill's JIsl PRI 1,91 fit 15:5-1-7 ,Si 7,?E Z(:5-,o ( )c 3oO r •�0.9 — S�'�/G e�7 �5 O x 761 12 - 'q (+ L az.s (5 i) -t- T) o co Sl / D. Z 3.4c A c. Z S o S�/D 24 A,. Loa .q ••-a �S /•yip/L 72 , /2� 7/ Cr-, r--- / /5` f-- d. 24 11<o .4c--. C R -7-5 67 K/P.4 /" , ��� 4b = J 739 -r/--, x G��.,: p �14 C., -r ep" �', � �>F-/ -S ••+ a W r r. a V V i i f i. i V V V. V V V Step:7a Select dates for Iteration Hydrograph V. V V V Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length=868.973 Trial Area Storage -Avail Storage -Used Target Result 11 1737.9 4171.100 4171.100 8.000 8.000 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length=868.974 Trial Area Storage -Avail Storage -Used Target Result 12 1737.9 4171.100 4171.100 8.000 8.000 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length=868.975 Trial Area Storage -Avail Storage -Used Target Result 13 1738.0 4171.100 4170.682 8.000 7.999 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length=868.969 Trial Area Storage -Avail Storage -Used Target Result 14 1737.9 4171.100 4171.100 8.000 8.000 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Type of Facility: Gravel Infiltration Trench Facility Length: 868.97 ft Facility Width: 2.00 ft Facility�Area 173 s Effective Storage ept ' 00 Tb Stage 0 Elevation: 0.00 ft Storage Volume: 4171. cu. ft Vertical Permeability: 15.00 min/in Permeable Surfaces: Bottom Riser Head: 8.00 ft Riser Diameter: 12.00 inches Top Notch Yeir: None Outflow Rating Curve: None Click Right Mouse Button or Press Any Key to continue SS 1 Flow Frequency Analysis Time Series File:marshOl.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis- FlowRateRate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.326 5 2/09/01 2:00 0.688 1 100.00 0.990 0.241 7 1/05/02 16:00 0.398 2 25.00 0.960 0.398 2 2/27/03 7:00 0.343 3 10.00 0.900 0.233 8 8/26/04 2:00 0.338 4 5.00 0.800 0.287 6 10/28/04 16:00 0.326 5 3.00 0.667 0.343 3 1/18/06 16:00 0.287 6 2.00 0.500 0.338 4 10/26/06 0:00 0.241 7 1.30 0.231 0.688 1 1/09/08 6:00 0.233 8 1.10 0.091 Computed Peaks 0.591 50.00 0.980 f-Area } Till Forest; 0.00 acres; Till Pasture 0.00 acres Till Grass. 1.40 acres; i Outwwash Forest; 0.00 acres, Outwwash Pasture; 0.00 acres i Outwwash Grass 0.00 acres. ''wetland; 0.00 acres,, { t Impervious; 0.83 acresi . Total Scale Factor: 1.00 2.23 acres, Hourly _ Reduced Time Series: Imarsh011 I» Compute Time Series Modify User Input d P File for computed Time Series [.TSF] The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be. complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). ' One set of all plans reduced to either 8 1/2" x 11" or I V x 17". 5. Application Fee: See Land Use Fee Schedule. / 16. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice 7. If the project requires $EPA review or involves a short plat of 5 — 9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each i./ property within 500 ft. of the subject lot. WAApplications-Handouts, Land Use\2011 Applications\2011 LAND USE-WORD-docx\Short Plat-Jan201 Ldocx Check items Information RequirPa May be waived.in unusual cases, upon r -!roval of Public Works and/or submitted Planning. with appli6tion. PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per / Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and (/ Sensitive Area Special Study Guidelines for additional information. 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. 0) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE LAN: for 5-9 lot short plats or Planned Residential Developments only ` 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). \ 02. WAApplications-Handouts, Land Usc\2011 Applications\201 I LAND USE-WORD-docx\Short Plat-Jan2011.docx CITY _ ' TUKWILA SNORT PLAT Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188,,q � %, E i V Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: _planning,_TybvilaWA.gor 02C 0 4 20121 COMMUN Tf mLIVLOPMMEWT Planner: File Number: Application Complete Date: Project File Number: �� �� L1 Application Incomplete Date: Other File Numbers: Q NAME OF PROJECUDEVELOPMENT:!�'-L d-7 �) 40 7 �,4 LOCATION OF PROJECUDEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1-je4,'7 5y7A 411E, S� 7v/,-,W11/4, WP 9-616 LIST ALL TAX LOT NUMBERS (this information maybe found on your tax statement). 33 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Z r 1%0yi_05W Address: Phone: �GC>G� ,, ^�l �j�_ FAX: E-mail: I +e4)h, rnc.rs V 1 � ctm aJi—. n4 4- Signature: � -) Z, L� 0�9 % 6 � Date: 2Ps- adZS 'L4 _ 19- WAApplications-Handouts, Land Use\2011 Applications\201 I LAND USE-WORD-docx\Short Plat-Jan201 Ldocx Check items: Information Requi 1Vlay;be waived in, unusual cases; upon oval of Public.YYorks and1i .sub;in>Itted Plannrng with a location: SENSITIVE AREAS PLAN: 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating hose to be retained and those to be removed. A tree permit will be required for removal of any ignificant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http://w",%A,.ttikwilawa.gov/pubwks/TnMermit.html for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the roe line). (d) Total expected cut and fill for plat buildout. (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://www.tukwilawa.gov/pubwks/ w ermit.litmi. ( Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. 0) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. (k) Show the location f all existing structures, indicating those to be removed how the expected location of all new buildings. (1) Show proposed lot, tract and easement lines. W:Wpplications-Handouts, Land Use\2011 Applications\2011 LAND USE-WORD-docx\Short Plat-Jan2011.docx Altmann Oliver Associates, LLC AOA PO Box.578 (animi rt. AVr\98014 May 8, 2012 (Iftict (4 5) : 33.45Ti Fax (425) 83ri-4509 Stephanie Marsh 126 SW 148th Street, C-100 #437 Burien, WA 98166 Environmental Planning & Landscape Architecture AOA-4127 SUBJECT: Wetland Delineation for xxx 55th Avenue S., Tukwila, WA Parcels 336590-0005, -0010, -0015, -0020 Dear Stephanie: On December 13, 2012 1 conducted a wetland reconnaissance and delineation on the subject parcel utilizing the methodology outlined the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). One wetland (Wetland A) was identified within the northwest corner of Parcel 336590-0020. This wetland is part of a larger wetland located off -site to the west. In addition, a lobe of the wetland extends east through the right-of-way of 55th Ave. S. located to the north of the subject parcels. The eastern boundary of the off -site wetland and the wetlands in the vicinity of the right-of-way were delineated during the December 13, 2011 site visit and during a subsequent site review on January 10, 2012. All of the wetland boundaries were surveyed by Site Survey & Mapping and are depicted on the survey drawing. Attachment A contains data sheets prepared for a representative location in both the upland and wetland. These data sheets document the vegetation, soils, and hydrology information that aided in the wetland boundary delineation. Wetland A consists primarily of a large depression, much of which appears to have been historically disturbed through clearing and grading activities. Vegetation within the wetland adjacent the project site included a mix of palustrine forested, scrub - shrub, and emergent plant communities dominated by black cottonwood (Populus trichocarpa) with a dense understory of Himalayan blackberry (Rubus armeniacus). Other common species included rose (Rosa sp.), hawthorne (Crataegus sp.), spirea (Spiraea douglasil), willow (Salix sp.), cattail (Typha latifolia), and reed canarygrass (Phalaris arundinacea). Stephanie Marsh May 8, 2012 Page 2 The portion of the wetland located within the 55th Ave. S. right-of-way consists primarily of a seepage area located on the slope. Vegetation within this area included young red alder (Alnus rubra), willow, spirea, Himalayan blackberry, Japanese knotweed (Polygonum cuspidatum), reed canarygrass, skunk cabbage (Lysichiton americanum), lady fern (Athyrium filix-femina), and giant horsetail (Equisetum telmateia). At the time of the field investigations, soils within the wetland were generally saturated to the surface. Wetland A appears to meet the criteria for a Category II wetland per the Washington State Wetlands Rating System for Western Washington (Attachment B) as required by TMC 18.45.080.B. Category II wetlands require a standard 100-foot buffer per TMC 18.045.080.D. If you have any questions regarding the wetland delineation, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist Attachments ATTACHMENT A DATA SHEETS -« to rwIvv%-.,aAar AA= � I 8-2 " DATA FORM ROUTINE ONSITE DETERMINATION h4ETHOD1 Field lnvestigalof(s): 'r�1 ilj Date: l 2- t -S Projec1jSh8, x "' �� Slate: W County: Y- I ri (, ApplicaMt,'Owner; Plant Community O/Name: Nola; if a more detailed site description is necessary, use the back of data form or a !laid notebook. ------------------------------------------------..______ Do normal environmental conditions exist al the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology bean significantly disturb-ad? Yes No is (11 yes, explain on back) Dominant Plant Species i. P0001us �t�cEac�.r�s 2. 5?. _ 5. 6. 7. 9. 10. VEGETATION Indicator Ind'icalar Status Stratum Dominant Plant Species Stzlus r-Ac t 'rAcW N 11. 12. 13. ' 14. 15. 16. 17. is. _ 19. 20. Slraluro species Percent of dominant species that are 06L, FACW, and/or FAC � V � Is the hydrophyiic vagalation criterion met? Yes )C No Rationale: S'o`/u (AC- aR �ciTfr� SOILS 5aries/phase: Subgroupt2 • Is the sail on the hydric sails list? Yes No Undetermined ' Is the soil a Histosol7 Yes No 7G Histic epipedon present? Yes No K Is the soil: Mottled? Y s '>C No Gleyed? Yes No •ZC Matrix Color: 1n`i� zf t Mo;,1e Colors: vAti-tn%AMERNS -rS Other hydric soil indicators: Is the hydric soil criterion mat? Yes,_ No Rationale: o.J l-�G Nft-mMA- Ls 6 v- � T n at'L T-i- S HYDROLOGY Is the ground surface inundated? Yes No X,Surface water depth: Is the soil saturated? Yes X No �r, • Depth to free-standing water in ph/soil probe hole: List other field evidence of surface inundation or soil saturation. ' Is the wetland hydrology criterion mat? Yes X No Rationale: ' n i3S .rA,- ,a„I C}t'— Sates' S�Z'� A-Trd JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plan) community a wolland7 Yes X No Rationale forjurisdiction aldecision: -__.AFL 3 tMf T" 'This data form can bo used forihe -Nydric Soil Assessment Procedure and the Plant Community Assessment Procedure. ' 2 Classification according to *Soil Taxonomy.' ie 3�2 i5r I,✓Oa 'U`I'�h��7 •RT AA-3 DATA FORM ROUTINE ONSITE DETERMINATION METHODI Field lnvest►gator(s): _I�r-"Ft''�A,4A D12-13-t) ate: ProjecVSite: Kx-` 55 State: 6-14 County: ``r"rL AppGranVOwner; MAC N Plant Community /Name: Note.: If a more detailed site description is necessary, use the back of data form or a field notebook. ----------------------------------------- -------- - - - - - - Do normal environmental conditions exist at the plant community? Yes k No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes NoL (if yes, explain on back) VEGETATION Indicator Indicalor Dominant Plant Species Status Stratum Dominant -Plant Species Status Stratum 1. Pea_ "1,Js 4c-�ctiac�,��r {-►b,c t 2. -rwiVs .rrSt^'cn, Nr 'T 12. 3. CctJ4 zj c. J - c 145 , (-A C- 5 13. QubuS ar,. p,.;ccuS _ r-Ac, S 14. 6. 16. 7. 17. s. 19. 10. 2o. Percent of dominant srpacies that are OBL, FACW, and/or FAC SO Is the hydrophylic vegetation criterion met? Yes No cX Rationale: nruT > So% C at` VJL:: -� 61z- SOILS Series/phase: Subgroup:z Is the soil on the hydric soils list? Yes No Undetermined Is the soil a Hislosol? Yes No X_ Histic'epip•edon present? Yeses Is the soil: Mohled? Yes No X_ Gleyed? Yes No 1C Matrix Color: I Wye- 2-11= Mottle Colors: Other hydric soil indicators: Is the hydric sail criterion met? Yes No X Rationale: HYDROLOGY Is the ground surface inundated? Yes No K Surface water depth: Is the soil saturated? Yes No -X Depth to free-standing water In ph/soil probe hole: List other field evidence of surface inundation or soil saturation. No K Is the wetland hydrofo�y criterion met? Yes No X Rationale: J 013$QVArTtnrl U(Z Eve j>GNCt= 4t= Sol` s✓+;.�( '�l�rs Q+2 �o tpl�(a JURISDICTIONAL DETERMINATION AND•RATIONALE Is the plant community a wetland? Yes No Rationale for'jurisdidional decision: Na G2%-rGe-tA NnC'r t This data form can bfl used for the -Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure, 2 Classification according to'Soil Taxonomy.' ATTACHMENT B WETLAND RATING Wetland name or number A WETLAND RATING FORM — WESTERN WASHINGTON Version 2 - Updated July 2006 to increase accuracy and reproducibility among users Updated Oct 2008 with the new WDFW definitions for priority habitats IName of wetland (if known`): -�( >tX �S Aor,*_, S Date of site visit: (i tZ t 3 1 f Rated by LL 1 M P�rJ rA Trained by Ecology? Yes-cNo— Date of training o 3 oa SEC: 7-3 TWNSHP: Bd RNGE: Is S/T/R in Appendix D? Yes NOX Map of wetland unit: Figure Estimated size SUMMARY OF RATING Category based on FUNCTIONS provided by wetland I II )( III IV • Category I =Score >=70 Score for Water Quality Functions .4 Category II = Score 51-69 Score for Hydrologic Functions 2—o Category III = Score 30-50 Score for Habitat Functions 1 Category IV = Score <30 TOTAL score for Functions Category based on SPECIAL CHARACTERISTICS of wetland I II Does not Apply Final Category (choose the"highest" category from ahove) Summary of hasie infarmatinn ahnut the wptlnnrl unit _etlaStd=TTinS1NnNA2, ! i.•l�Ari_i\ilt�n .00 Estuarine De ressional Natural Heritage Wetland Riverine Bog Lake -fringe Mature Forest Slope OId Growth Forest Flats Coastal Lagoon Freshwater Tidal Interdunal None of the above x Check if unit has multiple HGM classes present Wetland hating Form — western Washington 1 August 2004 version 2 To be used with Ecology Publication 04-06-025 Wetland name or number a f!Ella:s ir� : t F 9'.jµ;ti.'�v{ (rr1.,t..j. !i._.:`., ii•..: ��-.�..:: .:. ... . 3i.. t.�,itF.•m =... s,... _ t'3i:i �]� ;1✓.. . C�:1' " E-�_:..._ .y<itri::-i•_ • i - 'r�l:: •t . �.,,F =?VV,!'e>lanc.._. yyyy�� P �[ ASS uaty�r— • i:...t I'J I• - '( 'lu+'L...ii��ttlai!ka�x 4-��� ".It.'ki9�•:t,i!Sr;ti:_�fiiEti:! •?.. n1.:. ,:ydi.� c "tf ..�j� ! ! (,v,{t� iiF��t`-'k". ��t ! EiJ� V ,„� '�•]�'• . ����4 51 �S L+s!i:�l.�.. �6 v P i � h' `�i�'� ! sT_' (hC oi'S fi�11 t �1111nclO ....:y rc--_�^ - d. V ,...r+,:x,=s,F �js ��l�W t , T t71`^�'" S i`' :t7 �tilall' � ` ,.�.��..�,. tu,--_ = • ; '�� .} ''' ' _ - �`,` ,`a �ii11 :!t 1I. ..�.rxa. . I'te.. tlat 8!!!..t�iiri?>f+'.�aG? tt-lil , • i.-J'•'f�i!-1y i .te.: tSCi'._ N' ' D 1. Does the wetland unit have the potential to improve water quality? i •N • 1'i '(seep38j ]� D 1.1 Characteristics of surface water flows out of the wetland: Figure:" ]� Unit is a depression with no surface water leaving it (no outlet) points = 3 Unit has an intermittently flowing, OR highly constricted permanently flowing outlet points Unit has an unconstricted, or slightly constricted, surface outlet (permanently flowing) points — Unit is a "flat" depression (Q. 7 on key), or in the Flats class, with permanent surface outflow and no obvious natural outlet and/or outlet is a man-made ditch points = 1 (If ditch is not permanently flowing treat unit as "intermittently flowing'I P.ravldd hofi . a drawn S 1.2 The sot? 2 inches below the surface (or duff layer) is clay or organic (use NRCS D f 7 \ definitions) �—LJ YES points NO points = 0 in class) D 1.3 Characteristics of persistent vegetation (emergent, shrub, and/or forest Coa51 Wetland has persistent, ungrazed, vegetation > = 95% of area Figure D points Wetland has persistent, ungrazed, vegetation > =1/2 of area points = 3' Wetland has persistent, ungrazed vegetation > =1/10 of area points =1 Wetland has persistent, ungrazed vegetation <1/10 of area points = 0 Ma of Cowardin ve etation,classes D I A Characteristics of seasonal ponding or inundation. Figut l - - D This is the area of the wetland unit that is pondedfor at least 2 months, but dries out sometime during the year. Do not count the area that is permanently ponded. Estimate area as the average condition 5 out of 10 yrs. is >'h .Area seasonally ponded total area of wetland points = Area seasonally ponded is > % total area of wetland points 2 ; Area seasonally ponded is < `/ total area of wetland points _'..~,. Ma of'H dro `ertodsTAT D Total for D 1 Add the points in the boxes above I _ _ —1 D D 2. Does the wetland unit have the opportunity to improve water quality? r���A�• (seep. 44) Answer YES if you know or believe there are pollutants in groundwater or surface water coming into the wetland that would otherwise reduce water quality in streams, lakes or groundwater downgradient from the wetland. Note which of the following conditions provide the sources ofpollutants. A unit may havepollutants comingfrom several sources, but any single source would qualify as opportunity. — Grazing in the wetland or within 150 ft — Untreated stormwater discharges to wetland — Tilled fields or orchards within 150 ft of wetland — A stream or culvert discharges into wetland that drains developed areas, residential areas, farmed fields, roads, or clear-cut logging Residential, urban areas, golf courses are within 150 ft of wetland multiplier — Wetland is fed by groundwater high in phosphorus or nitrogen — Other YES multiplier k2j NO multiplier is 1 D TOTAL - Water Quality Functions Multiply the score from Dl by D2 Add score to table on n. I Wetland Rating Form — western Washington 5 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number r ' ,,^...,.a,•_[,_._..,,,...,;:•r:,,-:._,i. �r__�_:-_.:_ - - -- ::: .,. ..:. ., .r•::•,.�.• _. :.n• . i:f. ...�- r.:::S.'•f?:. �.er�. `o,•w 7r.:naa='r. �iir"-':'�y: •,c �ax•_ ^_?'iff'.iJi°=L7f�' i"rah �� : _�,F.i. i•v::-5-a y:^,ter-...asa•:::;:�::::.:::... l.LvD� r:..essranal:-aed Plrp� {�i!:, pp{: o„ 'f,�.'.`a;-.•'`•��••n a f� s�; •! ��1'',.�`1�W �}� .::,..._.rc•,� ����77 ,fit 4 f?! 're�'.�vrj n.•'M nn r, D .i ..: ^_u+!�?•!'i.L'�a'L��::'-^ 1 i i4' , r4'- ii ...•�., .�N 1::.••:.:z ptiurs .Fri - .... _ -��`.=�j•s•:.;!!a �Y;a� �3i;i:i".:_.e�ja:a:ri'-.'-'4.:cy . Y::,r.:•_:f::g3i: ; •':--itf-, c:a, r••:r.:.:::!_,: xr•• <i?,•z,i ,�i((�1:1. �h,',.� ,: � �o�+!r �:taYr � ;m��.��_ :�.-��i:�;�{:. .�' .:u,i � ,. {'7 ... {.... niklitir;.f..! f, '1Fsx:::::,: ; ❑_rRl�^r.;r .ji,i ;1, i !._ �i�3;r ^fe;.!._.;,,.,�af�w .�i+:ft ,•.•.�.ir',_m�a•Fl:�sr'. _ ' '.: c r ��•i�'�� _ ii �f�y�,""''=�:_ 4.. �ViL ..._ _ �.ra= �': n_^rl_: I•:`1•:jz`-�' r.?��r` �r�k.:l�! . .. ,.. ,. :1' :, . • . ; .:tF� n � � ,.%fi.? i• F a �{n:u: ; , : .. ,-r}•,��?i s �: ! _'(• f !"7 :�^ %: •:� :::i!i..rif`icZr�:+t?r Hi{cu:f!{.tnpfc,�,,:{{?,'-.lil ! 1 i '..t.. r:^I�� �sier::ac;i�i u S �:-nn�..u: i r n:,u. 4 .�..... _ :. tj_.s, ai tif# ,^.___�_ .�t ;...i,6..F-.......-.. 3..,t.d..:.an,r1.:4_:.'li[...,.a...fl.l.:i.f...':r:..E�'',xynL. ,�_ ..atl: , ll;ir�,=i}:iu taijj,l:y,:L:;; s�[-':r�i: •�:rl.�.._-.k,-:'b.. •-_;i: G..I.�.I�. t.'ritr i?i:7.. bOt � SCOfC ri �;.i FI:'i - ._•�t'v„ ,nIl�,,•:�^•:�: .t ^H.:-::t:L(.,:e.i.rhl,l:,,�� li'te�a.;�.r�r_ 1;4?1•; .9:_I�_It.'',``_t_t-.�.!..�iir.NL_M_rY-.;:�nai-,. �,�.8fr:�ei: (seep46)' D 3. Does the wetland unit have the potential to reduce flooding and erosion? D D 3.1 Characteristics of surface water flows out of the wetland unit Unit is a depression with no surface water leaving it (no outlet) ' points — Unit has an intermittently flowing, OR highly constricted permanently flowing outlet 2 points "flat" Unit is a depression (Q. 7 on key), or in the Flats class, with permanent surface outflow and no obvious natural outlet and/or outlet is a man-made ditch points =1 (If ditch is not permanently Hasping treat unit as "intermittentlyJlosving ") Unit has an unconstricted, or slightly constricted, surface outlet ermanentl owinpoints = 0 D D 3.2 Depth of storage during wet periods Estimate the height of ponding above the bottom of the outlet. For units with no outlet measure from the surface of permanent water or deepest part (if dry). Marks ofponding are 3 ft or more above the surface or bottom of outlet points The wetland is a "headwater" wetland" points` Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 Marks are at least 0.5 R to-<2 ft from surface or bottom of outlet points = 3 Unit is flat (yes to Q. 2 or Q. 7 on key) but has small depressions on the surface that trap water points =1 Marks of ponding less than 0.5 ft points = 0 D D 3.3 Contribution of wetland unit to storage in the watershed Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of unit points The area of the basin is 10 to 100 times the area of the unit points 414. The area of the basin is more than 100 times the area of the unit points = 0 Entire unit is in the FLATS class points = 5 D Total for D 3 Add the points in the boxes above 1 f D D 4. Does the wetland unit have the opportunity to reduce flooding and erosion? (seep. 49) Answer YES if the unit is in a location in the watershed where the flood storage, or reduction in water velocity, it provides helps protect downstream property and aquatic resources from flooding or excessive and/or erosive flows. Answer NO if the water coming into the wetland is controlled by a structure such as flood gate, tide gate, flap valve, reservoir etc. OR you estimate that more than 90% of the water in the wetland is from groundwater in areas where damaging groundwater flooding does not occur. Note which of the following indicators of opportunity apply. — Wetland is in a headwater of a river or stream that has flooding problems Wetland drains to a river or stream that has flooding problems — Wetland has no outlet and impounds surface runoff water that might otherwise flow into a river or stream that has flooding problems multiplier — Other YES multiplier i 2 NO multiplier is 1 D TOTAL - Hydrologic Functions Multiply the score from D 3 by D 4 Add score to table on p. 1 Wetland Rating Form — western Washington 6 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number A ri=�'— ra ,� �'i f!-�^ .l �kki���� M.� 4i,'yLiv,'*',I it... ;y�..,:�!u. �!E,�; •lt i � I!�lin� !.r"�.,,Lii:.. ?!£i'�.i� !:' i " [�79''iul, ; ". � �!coi= "aa?r`. � .,.,�,... ;r...,"= = 6i :!+i'.!.-^'�=:t;:' WIN! t ,Q !: 3fa:Ti� i`������v��!! rt•.y _ � J : ��ii �'f.� r ";5ni kl Y, :� zEa�: i _� ti:. .} .. _ � EI zi: 4'� u�•lar��: � 'j ?.3fa ! :Ez'�P�:`. �s=i !. ��lrldt�n�1!�r�L: i' iR.d , #(�h. 1 , „.!�,.�:1� � „'i;,�.i � - i�}� ?� • �,r �i `�, i,,�: � r ,! �j i:i`•� . Lirr'',� ai!� 7'sco t. �i"t�� �T , � � ° : C�•.'`TItJ�I.,�•.-� dr: ' to tt�a:uglt�: choliso ir��� :irn .ortan � " �j�: �. i .l � r ��' .��=b :-:� �;;�:,:n:!u•!�!!'.�ad;t�.,,.�n,,!�:,.�.�;�,�t:.�,t:t�t�i!�t:;M,tu�r��,,�,su��:.!;;ttt::.!�.�!!F��i�la!,!>>:!:;!!,'�,t;�:,p-, �!� �:n �• �� `, :, � !. tp _I �t ! , ....,^.; � ::sa_,ar,�s.];•rr':.at::. in• n::.. il? ��,j('{h.iu`�'i3-`itf"�a>� H 1. Does the wetland unit have the notentfal to provide habitat for many species? H 1.1 Vegetation structure (seep. 72) Figure Check the types of vegetation classes present (as defined by Cowardin)- Sue threshold for each class is % acre or more than 10% of the area if unit is smaller than 2.5 acres. Aquatic bed `X Emergent plants Scrub/shrub (areas where shrubs have >30% cover) Forested (areas where trees have >30% cover) If the unit has a forested class check if: The forested class has 3 out of 5 strata (canopy, sub -canopy, shrubs, herbaceous, (� I mass/ground-cover) that each cover 20% within the forested polygon Add the number of vegetation structures that guar. Ifyou have: r. 4 structures or more points Map of Cowardm`ve etalion classes ; 3 structures points 2 structures points = I 1 structure points = 0 H 1.2. Hydroperiods (seep. 73) Figure_ Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or f/ acre to count. (see text for descriptions of hydroperiods) Permanently flooded or inundated 4 or more types present points . _Seasonally flooded or inundated 3 types present points = Occasionally flooded or inundated 2 types present point = 1 'X�5aturated only 1 type present points =. 0 Permanently flowing stream or river in, or adjacent to, the wetland Seasonally flowing stream in, or adjacent to, the wetland Lake fringe wetland = 2 points Freshwater tidal wetland = 2 points Map of h . dropenods H 1.3. Richness of Plant Species (seep. 75) Count the number of plant species in the wetland that cover at least 10 if . (differentpatches of the same species can be combined to meet the size threshold) You do not have to name the species. Do not include Eurasian Milfoil, reed canarygrass, purple loosestnfe, Canadian Thistle If you counted: > 19 species points = List species below iyou want to: 5-19 species points < 5 species points = t Total for page Wetland Rating Form — western Washington 13 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number A H 1.4. Interspersion of habitats (seep. 7tS) igui Decide from the diagrams below whether interspersion between Cowardin vegetation classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, medium, low, or none. .. None = 0 points Low =1 point Moderate = 2 points .. a u. • ,. ....:r+""`�fl{:f. r [riparian braided channels] High3- oints......._._._......... .... - _...._....._.._...._.__._....._._...__._...._._.........._....._... .....__._..._.._........_.... - ._.............. NOTE: If you have four or -more classes or three vegetation classes and open water the rating is always "high".Use ma of Cowan lip2.ve etatiort.classes` H 1.5. Special Habitat Features: (seep. 77) Check the habitatfeatures that are present in the wetland. The number of checks is the number of points you put into the next column. Large, downed, woody debris within the wetland (>4in., diameter and 6 ft long). XStanding snags (diameter at the bottom > 4 inches) in the wetland Undercut banks are present for at least 6.6 ft (2m) and/or overhanging vegetation extends at least 3.3 ft (lm) over a stream (or ditch) in, or contiguous with the unit, for at least 33 ft (10m) Stable steep banks of fine material that might be used by beaver or muskrat for denning (>30degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet turned grey/brown) XAt least % acre of thin -stemmed persistent vegetation or woody branches are present in areas that are permanently or seasonally inundated (structures for egg -laying by amphibians) Invasive plants cover less than 25% of the wetland area in each stratum of plants NOTE. Tire 20%stated in earlyprintings of the manual onpage 78 is an error. H 1. TOTAL Score - potential for providing habitat I EE Add the scoresfirom H1.1, HI. 2, H1.3, H1.4, HI.5 Comments Wetland Rating Form — western Washington 14 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number __A H 2. Does the wetland unit have the opportunity to provide habitat for many species? H 2.1 Buffers (seep. 80) Figure',;;:;: Choose the description that best represents condition of buffer of wetland unit. The highest scoring criterion that applies to the wetland is to be used in the rating. See text for definition of "undisturbed " — t00 m (330ft) of relatively undisturbed vegetated areas, rocky areas, or open water >95% of circumference. No structures are within the undisturbed part of buffer. (relatively undisturbed also means no -grazing, no landscaping, no daily human use) Points = 5 — 100 m (330 ft) of relatively undisturbed vegetated areas, rocky areas, or open water > 50% circumference. Points = 4 — 50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open water>95% circumference. Points = 4 — 100 m (330ft) of relatively undisturbed vegetated areas, rocky areas, or open water > 25% circumference, . Points = 3 — 50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open water for> 50% circumference. Points = 3 If buffer does not meet any or the criteria above — No paved areas (except paved trails) or buildings within 25 m (80ft) of wetland > 95% circumference. Light to moderate grazing, or lawns are OK. Points = 2 No paved areas or buildings within 50m of wetland for >50% circumference. Light to moderate grazing, or lawns are OIC Points = 2 — Heavy grazing in buffer. Points =1 — Vegetated buffers are 4m wide (6.6ft) for more than 95% of the circumference (e.g. tilled fields, paving, basalt bedrock extend to edge of wetland Points — Buffer does not meet any of the criteria above Points ,1 i H 2.2 Corridors and Connections (seep. 81) H 2.2.1 Is the wetland part of a relatively undisturbed and unbroken vegetated corridor (either riparian or upland) that is at least 150 ft wide, has at least 30% cover of shrubs, forest or native undisturbed prairie, that connects to estuaries, other wetlands or undisturbed uplands that are at Ieast 250 acres in size? (dams in riparian,corridors, heavily used gravel roads, paved roads, are considered breaks in the corridor YES = 4 points (go to H2.3) \N go to H 2.2.2 H 2.2.2 Is the wetland part of a relatively undisturbed an un oken vegetated corridor (either riparian or upland) that is at least 50ft wide, has at least 30% cover of shrubs or forest, and connects to estuaries, other wetlands or undisturbed uplands that are at least 25 acres in size? OR a Lake -fringe wetland, if it does not have an undisturbed corridor as in the question above? YES = 2 points (go to H 2.3) NCO 2.2.3 H 2.2.3 Is the wetland: within 5 mi (8km) of a brackish or salt water estuary OR within 3 mi of a large field or pasture (>40 acres) OR within 1 mia lake greater than 20 acres? YES =f 11 oint NO = 0 points Total for gage elF Wetland Rating Form— western Washington 15 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number A H 2.3 Near or adjacent to other priority habitats listed by WDFW (see new and complete descriptions of WDFWprimity habitats, and the counties in which they can befound, in thePHSreport htW:/hudfiu.rva.Qo)lhab/phslisthtm) Which of the following priority habitats are within 330ft (100m) of the wetland unit? NOTE: the connections do not have to be relatively undisturbed Aspen Stands: Pure or mixed stands of aspen greater than 0.4 ha (1 acre). Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in. WDFWPHSreportp. 152). Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock —Old-growth/Mature forests: (Old -growth west of Cascade crest) Stands of at least 2 tree species, forming a multi -layered canopy with occasional small openings; with at least 20 trees/ha (8 -trees/acre) > 81 cm (32 in)-dbh or > 200 years of age. (Mature forests) Stands with average diameters exceeding 53 cm (21 in) dbh; crown cover may be less that 100%; crown cover may be less that 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old -growth; 80 - 200 years old west of the Cascade crest. Oregon white Oak: Woodlands Stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFWPHS report p. 158). Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. Westside Prairies: Herbaceous, non -forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161). Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report: pp. 167-169 andglossary in Appendix A). Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. Cliffs: Greater than 7.6 m (25 ft) high and occurring below 5000 ft. Talus: Homogenous areas of rock rubble ranging in average size 0.15 - 2.0 in (0.5 - 6.5 ft), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of> 51 cm (20 in) in western Washington and are > 2 m (6.5 ft) in height. Priority logs are > 30 cm (12 in) in diameter at the largest end, and > 6 in (20 ft) long. If wetland has 3 or more priority habitats = 4 points If wetland has 2 priority habitats = 3 points If wetland has 1 priority habitat =1 point No habitats = 0 points Note: All vegetated wetlands are by definition a priority habitat but are not included in this list. Nearby wetlands are addressed in question H2.4 Wetland Rating Form — western Washington 16 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 Wetland name or number A H 2.4 Wetland Landscape (choose the one description of the landscape around the wetland that best fits) (seep. 84) There are at least 3 other wetlands within''/2 mile, and the connections between them are relatively undisturbed (light grazing between wetlands OK, as is lake shore with some boating, but connections should NOT be bisected by paved roads, fill, fields, or other development. points = 5 The wetland is Lake -fringe on a lake with little disturbance and there are 3 other lake -fringe wetlands within'/z mile points = 5 SSvtC There,are at least 3 other wetlands within'/ mile, BUT the connections between them are disturbed points 3 3 The wetland is Lake -fringe on a lake with disturbance and there are 3 other lake -fringe wetland within % mile points = 3 There is at least 1 wetland within'/z mile. points = 2 There are no wetlands within %x mile. points= 0 H 2. TOTAL Score - opportunity for providing habitat 1 1 -Add the scoresfrom H2.1,H2.2, H2.3, H2.4 1 1j✓ 1 TOTAL for H 1 from page 14 Total Score for Habitat Functions — add the points for H 1, H 2 and record the result on `"'�� P. 1 Fn Wetland Rating Form— western Washington 17 August 2004 version 2 Updated with new WDFW definitions Oct. 2008 �J,LVIL4' L,� City of Tukwila 3 Department of Community Development 0 6300 Southcenter Boulevard, Tukwila, WA 98188 a Telephone (206) 4313670 FAX (206) 4313665 t o E-mail: tukolan0tukwila.wa.us SHORT PLAT NUMBER DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same Is made with the free consent and In accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: Name Name Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned: Title: My appointment expires: MARSH SHORT PLAT VOLUME PAGE A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST APPROVALS KING COUNTY FINANCE DIVISION 1 certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year, that there are no delinquent special assessments certified to this office for collection; and that all: special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of . 20 King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Deputy King County Treasurer Examined and approved by the Department of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s): 336590-0005, 336590-0015, 336590-0010, 336590-0020 and 336590-0100 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of .20 Chairperson, Short Subdivision Committee STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/site signed the same as his/her voluntary act and i deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of. 20 SITE / Signature: Name as commissioned: i 4 ' Z� a i s,saaw $y>r J Title: • sia'ina a+ana -- � $- �- e,ama s i ' �� aw.e�.a -Faaw My appointment expires: a„6 e' � a.elaa a+aYn,e r Mw, MpM LAND SURVEYOR'S CERTIFICATE = a1HNa- i I registered as a land surveyor by the State of Washington, certify that this plat Is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses t and angles are shown hereon correctly; and that monuments other than those monuments a - a,rnaa a n ma Ssewa approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat. VICINITY MAP ---------------------------- SURVEY IN NW 1/4 OF NW 1/4 RECORDING CERTIFICATErques OWNER(S): STEPHANIE MARSH N' w0io o Site Surrey �C Mapping Inc. FUed for record at the raQueat of the ChY of Tukwila We 9 r „sy. OF SECTION 23 T. 23 N.,R. 4 E., day of . 20_� at minutes past M, and 0 ' " 70 v zfteeumymapp ft.corn 10115 214th Ave NE Redmond, We M53 Phons: 425298.4412 receded In Volume of Plata, on page_ recoNs ADDRESSA 26 SW 148th STREET C-100#437 E- Y ° W.M., IN KING COUNTY, WASHINGTON of recorded Kng County W�NnO� .# �g96a y DRAWN BY EFJ DATE 10.10-2012 SOB NUMBER 11 222 BURIEN, WA 98166 atcv b P NKSL CHECKED BY TNW SCALE 1' = 30' SHEET ,� 3 qn0 Coun Manager Su t of Records and Elections EYPWES: ...• W A W. 1 22 V or o n City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 �� j Telephone (206) 4313670 FAX (206) 4313665 9p8�2o E-mail: tukplan6tukwlla.wa.us SHORT PLAT NUMBER DESCRIPTION ' I I I SET REBAR 8 J LEGAL (O�l (fYPI ) TAX PARCEL: 336590-0020: LOTS 4 AND 5, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING _ COUNTY, WASHINGTON. TAX PARCEL: 336590-0015: I g LOT 3, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. I TAX PARCEL: 336590-0010: - — — — — — LOTS 2 AND 17, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 145.00 FEET OF SAID LOT 17. TAX PARCEL: 336590-0005: LOTS 1 AND THE WEST 62 FEET OF LOT 18, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. TAX PARCEL: 336590-0100: LOTS 1, BLOCK 1, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING - - — - COUNTY, WASHINGTON, EXCEPT THE WEST 62 FEET THEREOF. I LU I LU � U NATIVE GROWTH PROTECTION EASEMENT 1 I � STRUCTURES, FILL AND OBSTRUCTIONS (INCLUDING, BUT NOT LIMITED TO I 1 O DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS BEYOND 18 INCHES) ARE CA) SET REBAR &CAP U PROHIBITED BEYOND THE BUILDING SETBACK LINE, AND WITHIN THE 25-YEAR HE NATIVE GROWTH PROTECTION EASEMENTS AS (TYPICAL) ~O MARSH SHORT PLAT A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST I I Nay FOUND'rS ' Q� 1 REBM O.f'S& Q N89°46'20"E 1 OR E i 95.67' 95,67 95.6T I - 100' WETLAND BUFFER ZONE NATIVE j3 GROWTH PROTECTION ?r EASEMENT -+ 0. _a0. PT r&�95' FLOOD PLAINS, AND WITHIN T z SHOWN. I \ 1 I DEDICATION OF A I I °i10 II \ R=25.00 A=2 Qom ; I 7*46 D=546'09 I W a I LOT 6 1 (24,376 SQ. FT) II I 1 N m �4 I 1 I 1 S BSBL .1 N89°4751" m \ SBSBL � \ \\ pNp A Z �v�cS so A=49.73' 100' WETLAND BUFFER ZONE P D-51� \ a LOT 5 (9,993 SQ. FTl I NATIVE / GROWTH PROTECTION EASEMENT r / �r r / 1� LOT 7 (14,411 SQ. FT) a\ R=50.00 A=68.43' \ D=78°25'07" SBSBL 46.2 NTs°� E-- N89°58'03' � 5o.oly sBmL R=50.00' A=60.52'/ Q�rA D=69°21'01° t25.00, / 25.21' D=57°4 '08" 'a 30I V LOT 8 (9,766 SQ. Fr) ' N 0 �I, r o o on O° N :-4 FOUND REBAR & CAP 11117663 0. 0.6 E LSBSBL J 79.80� � � 9° ,Ap'f7eC BS•BL ti6 C� FOUND REBAR & CAP # 17M R=25.0 0.& E & 0.1'S A=22.60' D=51 °48'07" \ to � LOT 9 \ (9,129 SQ. FT) ?sse � sg,•�,,. OWNER(S): STEPHANIE MARSH wozd 5 P �Ag3, '4 c O ADDRESS:126 SW 148th STREET C-100 # 437 BURIEN, WA 98166 9 78964 ��Cr 9iee4 'Q✓AL LP110 VOLUME N PAGE W E O 9� P S GRAPHIC SCALE 15 0 15 30 30 1INCH = 30 FT. 1 �G Q cE��`Oz e� mop, 'ts' Site Surrey & Mapping. Inc. w .eitssumeymapping.com 10115214th Ave NE Redmond, We 98053 Phone: 425.298-4412 DRAWN BY EFJ DATE 1D•10-2012 JOB NUMBER 12 234 BY SCALE Sneel TNW 1'=30' 2 OF 3 j �Jwva^ 09 City of Tukwila o ,yl+�y sn Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 �i99e� Telephone (206) 431-3670 FAX (206) 431.3665 E-mall: SHORT PLAT NUMBER w e 8 GRAPHIC SCALE 15 0 15 30 30 11NCH = 30 FT. 100' WETLAND BUFFER ZONE TOTAL LOT SIZE 122,546 SQUARE FEET VOLUME PAGE MARSH SHORT PLAT A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST 11 i \ Q3 = 6D/.52' D=69°21'01" R=25.00 =25.00' A=25.21' A=25.21' p^' $ D=57°46'09 30 a LOT 8 ----Q—�� D (9,766 SQ. F0 � LOT — -- N— — — — — — — — 1 (24,376 SQ. Fr) o =8 Z gI� o OD n FOUND REBAR o is rn & CAP # 17663 I -t y O.S E 2 �0 1 21! Q - ��T1' 79.8�T 8N 9°47'S1°E �, �, 89°48'22"E 125.71' �— sset `\-a,Lrp°� FOUND REBAR17 8 663 N R=25.0 os' E .. .rs A=22.60' I I \ D=51 °48'07• 6� �0 A=49.73' •'" 10 h W v1 D=51 °48'07• LOT 9 E \ \ (9,129 SQ. FT) c o LOT 5 \ tis �o� \ _ z \ (9,993 SQ. FT) tisz° �zs�+0. zaB.ml R=25.00' A=16.6T 9aSBL ——D=38°11'53" � gg 81' LOT 1 = 91.63 FEET LOT 2 = 91.76 FEET LOT 3 = 77.76 FEET LOT 4 = 88.65 FEET LOT 5 = 103.21 FEET LOT 6=185.18 FEET LOT 7 = 168.14 FEET LOT 8=143.22 FEET LOT 9=105.00 FEET ONE STORY HOUSE AND ALL SHEDS AND GARAGE TO BE DEMOLISHED N89\"48'22'E s8581. 2B \m LOT 4 R=55.00' 13,439 SQ. Fr) A-16.71' 20' NATIVE ( 17°24'10" R=55.00' Z GROWTHA=2*4 0 o PROTECTION 1� I / \ D=0T43 Z o EASEMENT I ° 0 N N Q� �yG LOT 3 N C (7,315 SQ. FT) ' I I �sase%/ � laaml. Is' 1 81.33116.83' N89°48'52"E _ N89.48'52•E _ 421.19' SET REBAR & CAP (TYPICAL) S 147TH STREET FOUND 2• BRASS DISK W/ PUNCH IN MONUMENT CASE DOWN 1.0' N89.44'16•E 894.89' — — S 144TH STREET I I I FOUMPFBVi I •CMf l]!W I — rouso ne�.s. uv.+mm I I I 163.99' — — — 4 a — _ S89.4822•W _ HOUSE 1 J 0 2 N89°48'22°E I� 7 23' 91.63' I za I o zaase% LOT 1 w LOT 2 I (6,668 SQ. Fr) s m N a (6,710 SQ. Fr) I H °°- Go H e10* o Z 1ae�sel I �o'aseL 20' I FOUND 2• BRASS DISK 91.76' I 91.34' W1 PUNCH IN MONUMENTCASE — 0 N — N89°48'52'E — DOWN 1.0' OWNER(S): STEPHANIE MARSH ev * v.,w°yd o Site Survey & Mapping, Inc. 9 r s H w " Y b .s8esmeYmapping.conn 10115 214th Ave NE Redmond, Wa 98053 Phone: 425.298-412 ADDRESS:126 SW 148th STREET C-100 # 437 y `�uOI� goe 36964 DRAWN BY EFJ DATE 10-10-2012 JOB NUMBER 12-234 BURIEN, WA 98166 srss L LWD CHECKED BY SCALE SHEET DESIGN REPRESENTATIVES: Representative Telephone No. Bruce S. MacVeigh. P.E. 206-571-8794 Architect N/A Thomas Wolderdorp, P.L.SJSite Surveying and Mapping, Ina 425-2984412 UTILITY SERVICES: Utility Utility Provider Electricity PSE Natural Gas PSE Telephone Owest CATV Comcast Sewer City of Tukwila Water City of Tukwila E-mail Address bruce-ervgr@cornca3t.net tnw@s'Itesurveymapping.com Point of Contact Telephone No. E-mail Address TBD TBD TBD TBD TBD TBD STORM DRAINAGE CONCEPT The soils on site are suitable for on -site infiltration with a moderate infiltration rate. A recognized wetland below the site has been found acceptable to receive dispersed overflow runoff from the site's roadway infiltration trench. A formal Technical Information Report has been prepared. A discussion of available soils and the sizing of the infiltration system for the new private road are kiducled in that report. RAL UTILITIES NOTES 1. ALL UTILITIES WILL BE UNDERGROUND, 2. THE ON -SITE WATER MAIN WILL BE REVIEWED AND APPROVED BY THE CITY OF TUKWILA. 3. THE ON -SITE SANITARY SEWER MAIN WILL BE REVIEWED AND APPROVED BY THE CITY OF TUKWILA- 4. THE DETAILED PLANS FOR ELECTRICAL POWER. TELEPHONE, CATV AND NATURAL GAS WILL BE PREPARED BY EACH OF THEIR SERVICE PROVIDERS RESPECTIVELY: COPIES OF THEIR PLANS ARE ATTACHED TO THIS PLAN SET. EARTHWORK ESTIMATES: CUT 4,000 CY FILL 12,000 CY TOTAL 16,000 MPERVIOUS SURF SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) Ud-X_:_r—J/- - 70' -/- Ay EXISTING 3,000 SF 0.07 AC EXISTING HOME/TO BE REMOVED PROPOSED 15,000 SF 1.12 AC PRIVATE ROAD AND SIDEWALK PROPOSED 27,000 SF 0.62 AC 9 HOMES @ 3.000 SF (EST.) LOT AREAS Lot areas are shown on each sheet within each lot Additional Information is shown on TOTAL FINAL PROPOSED 42,000 SF 0.96 AC (EST.) the surveyors drawings attached to this plan set All residential lots are greater than the 6,500 SF minimum. PROJECT INFORMATION SURVEYOR: SITE SURVEY i MAPPM INC' 10115214TH AVE NE REDMOND. WA 9WO PHONE 4262D0.M12 PROPERTY OWNER: STEPWV3E MARSH 12e SW 146TH STREET CAW t 437 SURIEN. WAMW TAX PARCEL NUMBER 3365400.0= 33659e095 335690-=&. 3966900W6 3365WO100 PROJECT ADDRESS: )0(56TH AVENUES TUKWKA WA ZONING: LOR JURISDICRON: CRY OF TUKWIIA PARCEL ACREAGE 3365900020: 39AN SF. 338690 016: 19'642 SF. 33=00010:24.343 S.F. 3365WOW5: 25.991 S.F. 33666M1 W : 13.241 S.F. AS SURVEYED INDEX OF DRAWINGS: Sheet 1 COVER SHEET Sheet 2 STANDARD CONSTRUCTION NOTES Sheet 3 TEMPORARY EROSION CONTROL PLAN (TESCPYROUGH GRADING PLAN Sheet 4 TEMPORARY EROSION CONTROL PLAN (TESCPYROUGH GRADING PLAN Sheet 5 ROAD AND STORM SYSTEM PLAN Sheet 6 ROAD AND STORM SYSTEM PLAN Sheet 7 ROAD AND STORM SYSTEM PLAN Sheet 8 ROAD AND STORM SYSTEM PLAN Sheet 9 ROAD AND STORM SYSTEM PLAN Sheet 10 SANITARY SEWER SYSTEM PLAN Sheet 11 SANITARY SEWER SYSTEM PLAN Sheet 12 SANITARY SEWER SYSTEM PLAN Sheet 13 SANITARY SEWER SYSTEM PLAN Sheet 14 WATER MAIN SYSTEM PLAN Sheet 15 WATER MAIN SYSTEM PLAN Sheet 16 WATER MAIN SYSTEM PLAN Sheet 17 WATER MAIN SYSTEM PLAN ATTACHED SHEETS: Site Surveying and Mapping, Inc TOPOGRAPHIC SHORT PLAT DWG. - 2 Sheets COVER SHEET J D Jed EXPIRES: 4/24/ Z A6� 'i2 v a� N eQ ( O w z 0 Z o w W a ¢I� � o o a clm / of 17 N w E S GRAPHK: SCALE 10 0 10 20 40 1INCH - 20 FT. LEGAL DESCRIPTION TAX PARCEL' 3365960005: LOTS 4 AND 5, BLOCK 1, HILLMANS SEATTLE GARDEN TRACTS, ACCORDING TO THE RAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING COUNTY, WABHINGTON. TAX PARCEL 336590-0015: LOT 3. BLOCK 1, HILLMIANB SEATTLE GARDEN TRACTS, ACCORDING TO THE RAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING COUNTY, WASHINGTON. TAX PARCEL* 3365900010: LOTS 2 AND 17. BLOCK 1, HILL MANS SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24. IN KING COUNTY, WASHINGTON: EXCEPT THE EAST 145.00 FEET OF SAID LOT 17. TAX PARCEL• 3365900095. LOTS 1 AND THE WEST 62 FEET OF LOT I& BLOCK 1, HILLMANS SEATTLE GARDEN TRACTS, ACCORDING TO THE P ATTHEREOF, RECORDED W VOLUME 11 OF PLATS. PAGE 24. IN KING COUNTY. WASHINGTON. TAX PARCEL 336590-010(k LOTS 1, BLOCK 1, HLLMAWS SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WTINGTON, EXCEPT THE WEST 62 FEET THEREOF 1 MATCH LINE A \ tm YA:71AND SUFFER ZONE \\ SETREBAR6CAP ` \ 1 \ \i I \ I SET REW a CAP VYF�—/ VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE ASSUMED 2.0'CONTOUR INTERVAL -THE EXPECTED - M VERTICAL ACCURACY IS EQUAL TO 12 THE CONTOUR INTERVAL OR PLUS I MINUS 1.0' FOR THIS PROJECT. � \1 I PROIOSED dOT E 9.W26Fa ' DkN,•. I 1 I i 1 Ilk BASIS OF BEARINGS RECORD OF SURVEY FOR DAN DALIAIRE, COMPLETED BY SCHROETER LAND SURVEYING, AND RECORDED UNDER RECORDING NUMBER 20010809900020. RECORDS OF KING COUNTY. ACCEPTED A BEARING OF S 00'02'S0' W FOR 65TH AVENUE S BASED ON FOUND MONUMENTS IN CASE GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2 INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-M. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN OCTOBER 2011 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING ATTHAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE S. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 1 1 0 1 �ffi1 1'4T5�'E ems;-' 2 FmmbREB4RaCJ�1170C4 ¢ET REBARB CAP �fTPWAy,�, S 0IDEa0.,'g d,l I I l `, \ \ 252`PT \ N69'4r' ZE '1 0 ) I i 11F 1 c PROJECT INFORMATION SURVEYOR SITE SURVEY S MAPPING, INC. 10115 214TH AVE NE REDMOND. WA 08M PHONE:425.288.4412 PROPERTY OWNER STEPHANIE MARSH 125 SW 14UH STREET C•100 S 437 BURIEN, WA98166 TAX PARCEL NUMBER 3365W-0020: 338590-0015 338580A010: 336580-0005 336590.0100 PROJECT ADDRESS: XX SSTH AVENUES TUKWtI A, WA ZONING: LDR JURISDICTION: - CITY OF TUKWIIA PARCEL ACREAGE: 335590-0020: 39,328 S.F. 338590-0015: 19,642 S.F. / 336590-0010:24,343 S.F. 336590-0005: 25,991 S.F. 3365WO100: 13,2AI S.F. AS SURVEYED \titit i e I I — FOVNDREaARaCAP/t70a1 �I I 1 \ I 1 1 11, 1 I 1 I � � 'I�1 Pr(I/POSEDUTSg700V., i 1 04, i 147TH\�STRFtiEI'` \\ \ , 1 CATCH BASIN RAI-117.10 Y ` 1 . \ PROPOSWD PTASATIB . l 1 1 1 1 11 \ I \ I I 1 ;off -y—•— \ Y+vEa# mr, es 63 RN-100W Sk VICINITY MAP I= STORY DRAW MAAM01E %RW. WS4 Y ara e �RW -47$ r Fd rBRASSwNlMPUNCH RI MONUYEHT CASE DOWN ID CATCH BMW RW -1002Z r00NO s-9727 1zcONcsw•wa F sD s B o rcH SAM IIA -101.01' CONCS-9M, RECEWED DEC 0 4101E CO!:JAunlh DEVELOPAEHI 0117_AAA � 1D0 L =i d Z M � 04 a < S N U g zt Z aQORP o: :3 vp LH rd 0 PROJECT NO. 11-222 DRAWN BY: EFJ CHECKED BY: TNW DATE: 7-16-2012 SHEET 1 OF 2 c d c n 0 � I dtNN IUJE. ••. � ••- GUARDRAIL WOOD FENCE CONCRETE WALL ROCKERY ASPHALT SURFACE CONCRETE SURFACE CE CEDAR QE R�P! OOUGIAS FIR MAPLE INDICATES MULTLTRUNK . s GRAPHIC SCALE 11NCH - 20 FT. - I, t I I ----------------------- \ 191 y4• 1', `SET 6CAp (tYgICA4 \ 1 FOUND 814' gESAR ' I I OWSa GAIE I I !n \\ \\ \\ 1 I I 1 g Z Ir Q - I -- I' .I I 1 �aolwETthNoeukFERx1TxELL O CD r I I � I. L 1 1 1 l✓ \ W T- CD Z ! ' L., I I I ✓r 1 ,',PROPOSED ' r' •'I i. /v I 1 S.f. Lin' G IAAIO Tom; 1 I i r WETLAND BUFFER I M yv I \ — — — — — cr 11 Z I Y Y y,\\\ \\ VIP* I I U I A�esi a�x z`-' \ \ 8 e t ISET REf♦naa(TYPIGtI 1 1 T n, �` k x ->"°;� \ \\uT ENS vr 11. I 1 Z 11, \\ - I\ — — — — — — — SET pEBAR3 GAP (TYhICAL) \ \ \ mg q PROROSED LOT F 24.3 S.F. __ ._ — — — — — — — — — — — — — — — \ , FOUp RES+&CA a01 I FOUND REBARa CAP ii n6M TE PROPO�EDL H8.7043F: 1i , e•,�y- NIATCN LINE A LEGEND 0 FOUNDMONUMENTASDESCRISED O FouHO RESARAS DESCRIBED SET 56' X24'/IONNROO WM' YELLOW PLASTIC CAP fx. POUND TACK IN LEAD ®. POWER METER ® CATCH BASIN ® STORM DRAB! MANHOLE QSAN17 R SEWER MANHOLE QT TELEPHONE RISER QT TELEPHONE MANHOLE Q ELECTRICALVAULT WATER VALVE ,Q FIRE HYDRANT ® WATER METER a SIGN _SS_ APFROXHAATE LOCATION SANITARY SEWER LINE - G-. APPROXIMATE LOCATION GAS LINE - W- APPROXIMATE LOCATION WATER LIKE APPROXIMATE LOCATION STORM DRAW LINE -I- GUARDRAIL -O-'- - WOOD FENCE CONCRETE WALL. ROCKERY - I ASPHALT SURFACE CONCRETE SURFACE CE. CEDAR OF DOUGAS FIR MP MAPLE • INDICATES MULTI TRUNK --- S W Moll a 2 Z a Z $ N i M y N U $ (0) Z �90RP rr r Owi ax s�oaa TAS� 0 W to �Wa t� 'CL W = a Ix�S F` C7 F X O H IL O / 1 "� ./( PROJECT NO. 11-222 DRAWN BY: EFJ RECEIVED CHECKED BY: TNW DATE: 7-16-2012 DEC' 04 SHEET 2 OF 2 aEVELOT>I�MT X. / SEi RF9AR3CAP(TYdiCkJ'+ . .tOPY11ETLMID SUFFER ZONE •.',`, NY Ix N \\\\ SET RESAR d CAP `\ •, \ '• / N / \� ,20l . ,r w ; •Y v. GRAPHIC SCALE \ 10 0 10 20 40 1INCH s 20 FT. 1 � SET REINUt6CAP (fYi�iCAL) VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE ASSUMED 2JY CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE _ CONTOUR INTERVAL OR PLUS ! MINUS 1.0' FOR UM THIS PROJECT. STREET TREE PLANTING PLAN D Acer rubrum `Red Sunset, Red Sunset Maple 2" cal. � LANDSCAPE ARCHITECTS M-mlw.-7 STATE OF SB & ASSOCIATES, INC. REG STGTON REGISTERED 3645 WALLINGFORD AVE N. c SEATTLE, WA 98103 LANDSCAPE ARCHITECT P (206) 789-2133 F (206)789-2186 SUSAN E. BLACK CERTIFICATE NO. 001 I ; " NOVEMBER 27, 2012 FOUND RESARB CAPO MM .` .. Q •: .. _ I STORM DRAM MANHOLE RIM v W w iz:CATCH \ RASW I FCUNDr BRASS DISK W PUNCH IN MONUMENTCASE DDWN I& CATCH BASIN _ RM110021' C CONC S 187.9r tr CONCSW 1S72r �7Z ncorics-9zs1• SIWMAI SEWER MANHOLE _ - - RYA+f00.49' bs' b A7 y i RECEIVED EXPIRES: 4124k-? DEC- 04 2012 COMMUNIT'/ DEVELOPDXWT PL12-040 SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) i 19 44- 1 I 1 ' — — — — — — — — — — — ������ �• / I, 1 1 sar;"T'!�"`i :, `a\\ f�• % ',��1 1., 1IR �'\°f •'�; I\ /, 1 1x��� ''i ,'' '-.`.i I a'i I iCAS&OSE; I� -'' it I/? /I`. /'\ ;:1Ar V 1 /', `'1%�. '%;I� I: \'xfl .J, a•' .` %`1, euoiwEnARD eukER ZPNE1�i' J° X'. �X;` �` Y/\ Ix, `✓ TREE STAKING DETAIL: WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE , TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED Ijl\ 1 I ;I �, 1 i 13 MM (0.5 IN.) DIAM. `\ \ ��! ✓ 1 ` ;, 1', I.'' PLASTIC HOSE 'y ( /. I �� ` 1f �} %,� ('1✓' it GALVANIZED WIRE OR CABLE \1 ., 1. I ♦/, .$L� I i , ;xl .'.• 1 �1 TWIST WIRE TO TIGHTENw I`� v \ `{ _I\ i{' 1 1 . iV iti \� �A` i\I ' i Xj ; y/ 1 . '\�,i' ! `y° 1 1 i 240 x 40 MM (1.5 x 1.5 IN.) E .- , ` / 1 '. \ I ,I• :' ` ! I\ ... ' I\.Y k •` ^' rs 1 'I 1 l 9 HARDWOOD STAKES OR OTHER E / ti l_.r1 \ `.•, �, `..�, 1 11 1 APPROVED STAKE MATERIAL 8 �' E a a •X.' 1 1 E TR m 3 m ! :\, '.>�\ (,' � '� ' ,�.I I'•, i . I %I i i i1 i �------------- 3S omSe ALL STAKES SHALL BE DRIVEN OUTSIDE — "' !9 `a THE EDGE OF THE ROOT BALL I f �, r I N Z lu ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM* OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST o ova�14 — — — — — — — — — — — — GROWING SEASON AFTER PLANTING. m a, TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE a DONE ONLY 3 0 WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF R IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. e o Z I z \ THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. $ o TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THATi HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE N .,..,- '� \ o THE ES THAT HAVE GROWN T00 CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. V. j� \ i:/ I RS" �TMF' 1 I 11 - �`' ' '' y" \ R o PLANTING PROCEDURES THAT 00 NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. o ROOTBALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. a c' r, m g o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE, o >- d o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. ° � . o W ..s S ro m4 J'\' ✓ I - �., i M `� � ar/co " — — — — — — — — — — — — 8p ,n /I.' I' I: � `\ ,`D, o`, a�`>\ stC. fax;• ,` eErR�R*CAPmftCAQ Lu '`• % " \.� ` I ``1�� 1— PROeOSEDLOT \ 1 1 i �� \ �6 '`v Four�REs�RecAornaOa N sir �/ I I O5 E j 1 £: :` _ I 1 .p'•t 7 f 1 f` T , v BAH I PROPOSED L�H 0.7E $F. 1 I I E S oruFrnc scA�E 10 Q 10 40 —�— lm.- OFT. STREET TREE PLANTING PLAN D Acer rubrum 'Red Sunset' Red Sunset Maple 2" cal. U LANDSCAPE STATE OF 'A R C H T T E C T S WASRINOTON REGISTERED UN�DS�C�ANPE ARCHITECT 1•• E Z SB & ASSOCIATES, INC. SUSAN E. BLANO.CK o CERTIFICATE 601 .a 3645WALLINGFORDAVE N. NOVEMBER27,2012 a:SEATTLE, WA 98103 y P(206)789-2133 F(206)789-2186 0 W M+cy CI Z Z RECEIVED 3. °o' w w W 0904202 -o pW a G C Nm /o ow /z of APPENDIX B STANDARD CONSTRUCTION PLAN NOTES STANDARD CONSTRUCTION NOTES Prior to starting construction, contact ONE -CALL (1.800-424-5555) , or 811, for utility locations. CONTACTS Project Manager. Bruce S. MacVegh, P.E. / 206-571-8794 Design Engineer. Bruce S. MacVeigh, P.E. / 206-571-8794 Owner- Stephanie L Marsh / 206-412-7222 Other. WA GENERAL 1. Locations shown for existing utilities are opproximale. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 2D6.433-0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and Improvements resulting from construction operations. 5. The Contractor shall have the permits) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shad maintain a current set of record drawings on -site. 9. Contractor shots provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid( Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a Hood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rightsof-way, easements. and Access Tracts. CONSTRUCTION I. All work performed shag be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state. and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contracts shall arrange a pleconstruction conference with the City's Inspectors) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC I I and the following: b. Prior to any activity in City right-of-way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lone closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires preapproval from the Director. I. Install steel plates over any trench, at any time work is stopped and the trench is left open. GRADING AND EROSION CONTROL NOTES I. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operotion. Install and maintain all ESC measures according to the ESC plan_ 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May T through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. - b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October I through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. SITE IMPROVEMENT PLAN 9-LOT. SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) 8. During the life of the project, the Permiftee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces: walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features. and shall, with the Director's approval, remove all sediment deposition resulting from project -related work, 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall of all times protect sensitive areas. their buffers, and adjacent private properties and public rights-of-way.or easements from damage during grading operations. The Permittee shall restore. to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply With the following: a. Notify the Public Works Department within 48-hours following Installation of ESC measures. b. Obtain permission in writing from the Public Works Deportment prior to modifying the ESC plan. c. Maintain all road drainage systems. storm wafer drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES I. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet W ISHA requirements. 2. Power, cable, fiber optics, and telephone lines sholl be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. STORM DRAINAGE NOTES I All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. GEOTECHNICAL NOTE TO DESIGNER: COMPLETE THE FOLLOWING NOTE or DELETE WHEN NOT APPLICABLE 1. 8,PaC�'S f1Ac VG'i6K��?G. _. the arc+tifeCt/straelerpl engineer. reviewed the geotechnical report, titled 7W41S 1'9,P drCc> Prepared by 7r/i3 oFrrcE- and dated Z o/ L . I understand the report's recommendations, I explained to the Owner the risks due to slides and I incorporated the recommendations into the design. I established measures to reduce potential risk of injury or damage that might be cause b an anh ovement predicledin the report. Sgnafure��EAat /o o<s'/Z ® TUKWILA Pam' SIGN: SHEET ALUMINUM, .06E GAUGE, AS NEEDED WITH ROUNDED CORNERS. BACKGROUND:' GREEN, ENGINEER GRADE LETTERS: LOCAL ACCESS INTERSECTION - 4• UC C SERIES WITH 2• UC C SERIES ARTERIAL INTERSECTION - 6" UC D SERIES WITH 3" UC C SERIES BORDER -SCREEN PRINT 5116' WIDE WITH 3W RADIUS ON CORNERS. I_,rJ ELEVATION POST MOUNT �mwwr--j� SIGN: SHEET ALUMINUM, 1,101, SIZED AS NEEDED WITH ROUNDED CORNERS. BACKGROUND: wsruw weer GREEN, ENGINEERING GRADE 3M OR aaxxn mnear.w.ee. APPROVED EQUAL FRONT VIEW LETTERS: WHITE, DIAMOND GRADE 3M OR APPROVED EQUALL. W SERIES D. OR AS APPROVED. BORDER -SCREEN PRINT SW WIDE WITH 3/4" RADIUS ON CORNERS. SIDE MEW = MAST MOUNT SIKEET SIGN A Cary Of axrn: RS-10-10 Tukwila 08.03 B. SHELTON nnnn . ............. .. . ............... ........... .... .......... ..... ELEVATION (FROM STREE-n SIDE VIEW TYPICAL NOTES: 1. MAILBOX MUST BE TYPE "APPROVED BY THE POSTMASTER GENERAL' WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2. LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 1 THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. 4. CONSULT POSTMASTER FOR MINIMUMAWIMUM HEIGHT OF BOX AND OFFSET TO CURB. City Of Tukwila 6 C /2 _0Q STANDARD CONSTRUCTION NOTES wr ro•^- .1 m 0 o a F o � mo W u; 2 g �gm 2� >am arc a0 °mod -N�. pmjON F-n "moot L a m m i O xmm4rxe LEI 1- o_ INSTALLATION W RS-06 w� +ern+rse 04.08 N, CT' ENGINEER W aM" "+a �� T N 10 Q1 4 a Z m 3 Q O w < W o a a < a m EXPIRES: 4/24//j 0f /7 SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) .. SET REBMiCM (TYdIC� \ -1 \ \ \ I Iww n.ANDBUFFFRDONE � I 1 1 1 \ I \ `I \\ SET REBAR i cAp \ I 1 1 1 1 1 { 1' \ I\ SET REBMiCAP � — w 5 GRAPHIC SCALE 10 0 10 20 40 11NCH=20FT. DATUM EQUATION: Plan Datum + 142.90 = NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum FOUND PMM i CAP/17M I I I K,9TOIIMW MANHOLE DMANHOLER01.%3S B2B9, M- Ru%as FOUNDr BRASB 019K W! PUNCH IN NONIAwET+rctisE Down t.a CATCH a". RIM. IOU, % 9'CONCSv%.92 / it CONCSw-v. SI BASM •tw.m• wCS•%.9T Le2 -0V3 TEMPORARY EROSION CONTROL PLAN (TESCP)/ROUGH GRADING PLAN wAer V• LI Y B* N a 3 0 W I J m N a s < a �aQ C 4 4113 z Dl llz -3 of /7 SUET I{EBAR6 cAP , CALI \ 1 \ \ 1 \ \ r`1- -.1 1 1 1001WER OBUIRFEFt 2'QNE '1 l I I 1 1 I I I 1 —l� � I 1 I I I y r. I I I 1 i Y. r x I T. 1 � IIf4� I a �°✓ ' t / I I I i0 I H 1 1 C/3 1 Z I I x 1 0 I I 1 UI 1 I�NEgAna I; I 1 It 1 +1 \ \ Via. U Lu N W E S GRAPHIC SCALE 10 0 10 20 40 104CH - 2D Fr. 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ThemrymeludameetmeepioF,m ionmm m U=d,mmstme oftb Somme, ar.tha imte9.4m ofx.vbol.rssh IItmthio9u utaa, it thDbe door m m mm eovad with emlbd tacJ<' md.rroh w4abu6 door m 4 adimmt 0xp ar Poad 3. AAyed® thmuoee pmmmtsb•Ub, m and ybyewemdog Tb rdmmtodiwdbr..'mPm6 eheu bt®o,d armbilmdomdn Tbp•.mxmcbli•db dexod by vasbivgdotm Uti eom4 eraep wbmmmpm3 uimBertiyemd vtllTb..•pm Hry. 7bea Ifit u mceauY m vW tln mzq •m0e®p tmMbaoe•ourted. dmeut worm 0m b wf had mm dtemop whoa u cm b mutro0d and deu8ued •PPmPbmiY• 6 Aoygmvry. epPW bmwlaoxvedHam Ogpdmdedupm 0w'mduvy shMl btemovd • - FIGURE cJA 6rAbRJMcORSi5tU= E1TrBANCE ' c+w� i otu.oFar .,c�m4wm wom x . zr ... mwp1R""i °Fo. �ixrm.. "'•` w6lt !'Jaen On of•dtrmmcamiw me tnmpmtdoomamd®mHomaaoummdmde by P`^^�m ompusy PW'b'+I bttim m eodimmt od tdoomP ma ttmtrwmeidm d omtbmb 0.ow. cmdmtxm of u44 9,Tffexamerbmd dowmlopaot4l:dmubedrfofmm M,wfdmded mtlmt- . BCxAaatu B'iotmOW mamo,bme9xMmcmY dom4d ibv. Dwlgn and bntiii msp*WJ1cW—I, 1. See Fymo C3.18 mAFipw C3.IPJbrdmOt' - i'Ibabmr<xNoartdttn ftmmlode B,mdb .AoopyofmammufcM?c*B geosmm.m,nbm.d.Mamdn AOS (A9Tx1 d751) 3M1100'mm Mm (a.eroa.l6 mo)foreUlBn aM/00.eler•Im (0.3D4116 mxl forWwfuMb WMm PWWWI,f(ASfbi D401) .0.02 e4c+nYMnum Dro TmAu. sban9m Vi67M D4es21.- . 199m.: mm. to mbe mmOm fab0o ' .100'ba odn b nmeme 4x•tgm hate C DTa ft 6m4a0m(w4 04M) 1 30%mm. uarAvbNt9e44tm+u 05111 DOM I7o%nY0 i 9tmdmd morph 6brie!gWms peabdim mimaelb axm9m ottha force.. WbabdboSar elm=Port yn�'+utm•Y beaquitd Wctam mvo3G fibdeuDeldper w.tmu.mmgc Qom. 4 Whom tb! MimWkd tbvbpe.nheDbmibrye+mm LOIV. 3.. Iratypimlriltf (perFigme C3:I.B)i•oed tlm eodmd4x4mmch vny mtbtducodmbx,8 m mvhatr®6ircM oftb Wef owdlb,rid and mmad mams4Wmalills Wfinea and bum votx0oervntermb3pmeIXmdvmmeibar@Hxa . Winttlnann SW W9Idx 1. Arydme{oebD3w ¢peed mmd'i•dr. . 2. IfumummOd SmmmmidmtupbiDof6nfm tb*Y u bumovapmd mdmuverdm• Iedimmtlr.poc Pool. 3. IIum>pMmtmrLrY Omupbi0b afore tmufpoofmatJo3posmdmfm{mx ,bvritrbHw mbmmcwiagu.oudiatim of0o-w+pmlldmdteimm umu mue. rtyLm 0n[ ar«mowbno.ppdmdb- 4. S,dmmt bmwdw•hutb mli,m u6mcbabi9h. 5.' Utb HDerfehr(ym�ib)WdetdoetN bm mvmeiuletbtuimro,4tldlb�lead P10OItEC7.12 SWTMc% ra��7o �e wc'roAro mnwr.aea TEMPORARY EROSION CONTROL PLAN (TESCP)/ROUGH GRADING PLAN ��D=vAaywo � am E%GUIEE: 4/24//J 2 Dec '/2: -�-- - \ ' 1 Is 1 SURE aARitA P (TYI 1 .a \ 'e ki 00a YIETLANDSUFFER20NE , N \ SET REW&CAP K:ALI GRAPHIC SCALE tD 0 10 2(1 40 _ 1INCH - 20 FT, \ d1 SET REEAR 6 CAP I ) \ VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE ASSUMED 7-V CONTOUR INTERVAL - THE EXPECTED ATUM VERTICAL ACCURACY IS EQUAL TO 12 THE CONTOUR INTERVAL OR PLUS I MINUS 1.0' FOR THIS PROJECT. DATUM EQUATION: Plan Datum + 142.9D = NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 114, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) dN S. PROPO¢EDL N0,76t S.F. ./ s"wM I +88•47.5VE — — — — — — — — — — — — — — � tug✓/--i FOIML RE84R4 CO0 11666 ¢ET aEEARSGW'tfWN,K) I�'` _ .. FOUND REEAR S CAP 11'law I M Vv CATCH BASK NEANITACAffix-11 C7M4 I _` • \ \ 427.I9\ ` .3d' ACCESS T.PACT Ls' Ls/ 141 ld 1 WALK � � ZD' RDAD W.1P7 ' 2Yn " - CRl�SHED PDGx /f'DAD sz7e,rlD✓V z-Y" ez>c V•Au = l ' C' SELECT BALL AS T - 7. r 7 ' P.PDDF-CDLLFD SIiP- G•PADE I a tSTCRN ORAN MANHOLE //f,,.�,wM • 0734 CATCH 91 RIM=9Tz \1 rizy a .a r PROPOSED COT A6,9l28\.. PFUTl62 E 0 - d ♦/ I PfS/DE�1�c 1 i a It PfOPOSED eiI,709�F.� 1 KOCATAVI- 0( i 7Y,-16VL) 1 FOUND 2'BRASS DISK W/ PUNCH IN MONUMENr CASE DOWN I.a a1M•100e2 S'CONCS=97.B2' 72CQWSW-972T ' ,ySD 1-- SD \ \ \ Isr9wc©RaNMnnHaLE Ti--T) ' \ SIWITARY SEWER MMBDLE wM • 1 W.69 b' 047 R.M. 046 ' NOrt: to OF V D 01°+ton CEMENT CONCRETE fIRa RTrR i EXPIRES: 4/24/I3 !" 2 V44 i2 ROAD AND STORM SYSTEM PLAN z a m J rn a 3 2 z LU g m o c/) a. m o y Z mo W V1 O 2g�o „Sm Lu O is U) (r mNo t!J z (Ly� mom Q _ W o m W H m c m O Of S Of 17 O a U W a SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) n °n II Z H H \ � u � �e �W W 4t u N � V Mai abW N V � W n \ O�.ln ro T - h �1/1 ti va M' r m Q 2 �? �K� 1�j bQ3 v -` 3� �Satq \ �(M �m V °� n1 M op�NW - .� vN- a 4 a oo'r a �3r10/. � _' S3.27-- ...... / a S9lF J AYG / ST eYDe ?:7) ° 5-7 /Sde 2S7.-rAl3 C - 2- Zoe '5: /D LF'q- n G k i S T CSOB JS> + k t M aidi NW NW TRENCH- V Af W + M W BID 3 I *.To I 3 t 00 I 2 f ra I L+00 DATUM EQUATION: Plan Datum + 142.90 s NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum h / V � 26 LF B" PYL 5T /SDP 3-40 N / V eiv•r. ° d r �X oW r V * W PPOF/LF- RWO AND 570,PM / SDU1N SfL7/DH) IV /" > 2D/ V 14 ° o xt —We — 9S 9D $i N N — on a h W W ev 7S' � \W ° — 70 N a —6S —bd — SS — SD —ss - —40 —3S 0440 Le— it-o(IS ROAD AND STORM SYSTEM PLAN Z a w F m o } a cn $o $ Of O 2 8 8 >ao C¢ muiq OIL 0 =s m N Q 1L0� M,(WjM O. yd az x wwr� w Li I n O� z 2 3 1z W �aoaCO CIO EXPIRES, 4/24//3 6 of n SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) s GRAPHIC SCALE 1`0�0 _ 10._' _ 40 11NCH - 2D FT, s6poEnNnF. u _, SECTION AA CURB DETAIL NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC- 2 " CONCRETE SHALL BE CLASS 4ODD. 3. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT. 4. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6'THICK 5. WHERE DRIVEWAY WIDTHS EXCEED 15', A 31W X 5-11r EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAIWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 7. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. a. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE SAW CUT TO THE NEXT CONSTRUCTION JOINT. w RESIDENTIAL DRIVEWAY ® City Of ALTERNAT�3oF3 TukwRs.a6c ila BOB GIBE .. CITY ENGINEER .A �N•NM.� 1 fA i.J TI,xGEHEp EDGE - —1��• rTMTxauDen J I_D I BiYGDlm SECTION A -A DETECTABLE WARNING PATTERN NOTFs: (SEE NOTE 5) ANDwPPRpACNE39NALL eE GLEAA W OBSTMEB D1CLt1DIN0 HYDRAIIB, PDLFSAND FAEie. z AA1V ffHrER�Eve snwLL eE PFRPENDNTIIM roaA RAOHL TD tune RETunNs uM.Fss OTHERWISE sPEGIFtm erTHE ENGYEER. Mw%IMIM SIGPESWLLI. BE t21. 1 FULLDEPRI E%PANSR]NJDeRSARE PEmpPECdIEIDIISDE OG RAMPAND SNNL OE PIACED AT IS SPACNDM GENE{ WL SmEWAU(PplfiGN. a. CURB RNPS SMNLBE PIACEp 1W0 PERRwWU3 b1ARtEAIALSTgfETSCRAS DEiEC}®eYT1E ENDYIEEN. S DETERASE WARNYq PATTEN.S CATUNL.\TED Dalel NUST9EP1o=CATTPAVER9 MEEfYID ASINC➢02 CLAuSeXTY1£ t OR Clap tli CIZRTWNe0. wCCEPfABLE MAHUFwC1URFASwMPR0g11.TSwRE: al ADA PAVERSABMANUFwCflrameY WHIrwLRE.GREEn, AS OF3LnlBED oN TNEpt WEeSRE: MPN,w.Awuw.cmNb bPCaayaIBRIGt RFD) EI wRMpll4E AS MANUFACIIIRFD er ARYgi.TIE TwGi{E SrsEus., s oESGRNED oNrNEn WE95rtE: MmYAn,N.W�wiF 18WGN RED) 4 CwGMTACT WARNING PANEi9 Ae W WFwCTUREG BY fM90N SUP0.Y CO. GF PDRIUND.OR. wg DERCR6EDGNT�E�R WE ` 'MpYhw.maamnYkamWd'/8RIC1(REDI � SfEP3AFE AS MANUFACMIEO By TMN$PD INDUSTRp:3, PIC DFNEW ROCNELLE NY, w5 DESCRIBED OH TNEB WEBSDE M//H�.aWrtN.caRSNP aptAan (BRICK RED) dpw CASE BY CASE eAm9 Fdi RETPDfiT1Ep E>OSTING RAMPS, THE FOLLONBIO PROOtA^TS MI1Y eE wPWiDVED.ONLYWIBI ERx]t REOCOLDit BECOMESwVAKABIE: al TGPMMK, AS MANUFwCTDPFD eT FLNi TRADING, ASDESCRIBEDONIMEB WEBpffE NIPA, W rpiOaKq.met W MAfm 4 SNONDMISH�W0. A9 DEBCANED ONTIIEW WEBSRE I�rAnNa[p,y 6YSTEM90F wMFAICA q PAVERS WLL UY On iDPOFAYUNREYIFdiCED CDNCPEiE BASE. SETTING BED NAJgNIero BE MDRTAREDM ALCDRDANCE WIM MANUFACTURERS Y19rRlILTlp1 OR WRH AYAMDNBI I?rHKit BED OFuIEXMCWF® CENEM MORlM. YDRTARJDRGe TOA WmTN NDTGREATER 1Hwx SGTAND NOTLESfi TMNI1Ne'. PwvE0.48NNi IAGTBE gHECTIT TCUCH{A3 FwfH OTNER lR1lE6S THEYNwVE SPM]NG eM44 MDRTMIDJOPRe AREro BE 0.USN IMM TOP suRFA�ANDsmuTx so wsrocrvEAwoonl sllRFADE wvFAs swul. eE ua suol TNATJOINf9ARE �EVELWTrN ADJDNND Ja+.rs so As rD PROVEIE w sMooTH rnNismoN ABDu ewtx To eRK1(AND eRKac ro caNmETe suRFACE 1. SEE WSDOT 6TANdWOPIAN FAG1D01 Fdl De1EILION OFDEIELTABLE WIIRMN6 SURFACE S SEE WSDOT STANMRD PUN$ F�6p4L1, F�0.12-0Af�D.tSOp, F0.16-0q FJ0.16W,F�DAOD. { F121DUp FDR wCCEPTA8IE ALTE(bMTE RMaa {AYOUIE {. CURB RAMP City of 2 Tukwila peWumpw: 08.03'IwTPEYMm,A G4.08 BOB GIBERSON, CITY ENGINEER L./2-4qj ROAD AND STORM SYSTEM PLAN lSi4S5.'rcva' gm a m w 3 0 } a mnO cr Z W H y W m N 4) �m U) 0F 4M5, > o Z xxa D_=m .0 Q mom aw LU O m bi M°'i O1 pIn aom, o DATUM EQUATION: rlan Datum + 142.90 = NAVD 1988 Datum an Datum + 139.40 = USGS 1929 Datum SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 114, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336596-0015, 336590-0020 and 336590-0100) ' v 4 �I IJ Nq- a 04 \\� +Z-96 Y. 'n =4 Z � - -- ss g a m CT _ w a $_ Y F o Ol N noo Z £-, O w3= P.PDF/LE-"W ANL> -T72�/7 w Ix v /'r = .5�. I. Q Z a Ot X� ID 'noa mom // ZZ 7.PAT/ON TRfNIH //6 LF Ldd6 - - 0 Q i O m to a vi m m 4D_ 0 d `b&W, Sj d'o SO g 1 +00 L 12. —UY� ROAD AND STORM SYSTEM PLAN I � pAP 4 J / Z Z 3 P A w � 1 0oaa'a� EXPIRES: 1/3///� 2 Dec 72 80f/7 u .sa a oiels'.ruw Neesar�iAAaov �As, r, r ------T I 4 (��QQICQ ILLLLLLLL6�. ' sLA li INLET DETAIL r �r suss ITxf.1 .q •ear rr� F x ra REBAR AROUND FRAME AND GRATE r � SECTION A -A 1. REFER TO DS-06 FOR CATCH BASIN MARKING. Cl }l fQ�CATCH `J CURB AND GUTTER BASIN SURROUN y,�r DS-16 Tukwila e oad3 .� B.SHELTON TOP VIEW SLOT DETAIL VANE DETAIL LOCKING LID I L� � w•Wa SECTION B43 SECTION C-C SECTION A -A rein NOTES: �� 2 WELDING IS NOT PERMITTED. 1. DIMENSIONS SHALL LL HAVE At1nSTOLERANCE. NO WMPNf4 neAel=To emuN S EDGES SHALL HAVE 1n' RADIUS AND Ur CHAMFER OR COMPLETE DESURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. CATCH BASIN MARKING '. LETTERING TO BE RECESSED tea'. S. EA1B035 GRATE WITH MATERIAL TYPE. DI (FOR DUCTILE IRON) OR . CS (FOR CAST STEEL). NEAR THE NAME OF THE MANUFACTURER. S. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING. 'OU1rFAU-TO STREAM, DUMP NO POLLUTANTS'• ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA S. LOCKING UD REQUIRED. City of VAED u >m� D1. R Tukwila �'03 BOB GIBERSON, C SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) / NOTES: 1, MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-T. - 2 CATCH SASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) S ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER it RISER SECTION FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE r KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE \ A WALL THICKNESS OF r MINIMUM. S. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20'. z esaMwwa KNOCKOUTS MAY BE EITHER ROUND OR 'Cr SHAPE. PIPE TO BE INSTALLED IN FACTORY ,r RISER SECTION SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED,Q' PER FOOT. coawA 6. CATCH BASIN FRAME AND GRATE SHALL ' BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL n <'� SPECIFICATION RR-F6210. MATING xai SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. Y 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO D.Sa6. PRECAST BASE SECTION aEAwalPYr rrATmvoPTNe e�sq 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. City of M =L.: amen DS-07 Tukwila 0&03 B. SHELTON RIGID PIPE FLEXIBLE PIPE (D.I., CONIC.) (CPEP CMP. PVC) aleoaArrt BavA1eN ) aNJffLL . 4 fWf AeaRalm oN RAam3r6a .• ) f of I F ltxr raN, NOTES: 1. IN PAVED AREAS AND RIGHTS -OF -WAY. BACKFILL WITH V MINUS CRUSHED ROCK TOP COURSE. COMPACTED IN MAXIMUM S' UFTS, TO 90 % MODIFIED PROCTOR PER ASTM 0-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12' LIFTS TO 90% PER ASTM 0-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1' WITHIN 6' OF THE PIPE EXTERIOR. 4. COMPACT PIPE W CRUSHED ROCK BEDDING TO 90% MODIFIED PROCTOR PER ASTM D-iSS7. o.... TRENCH City Of x BEDDING Al.. BACKFFLL Meer. DB.taA Tukwila 08.03 Anawwl B. SHELTON FLOW DISPERSAL. TRENCH O.D. and rap or PUT flow to Mono dispersal trench.. clean out wye trtan pipe a necessary. e or 6' perforated pipe laid aaflePal noshed Aa 2 tboard r anataeu o °•• 18'O.C. A hhlW A. now v° des •°° PLAN NTS gaualvmtl bdn\ pipe On I,01 /11'-0I } CS Wlaafd cover(loddng) type l CB w/mid - It pro. (max design 0.5 CPS per Trench) cut wya haul Pipe now to omen Marching CBs as necessary pressure treated 9reda '�Min 4' e S perforated beardPipe laid flat e x 4'mu11h'-H'washedrode Tatar eahnc -1s%max for flow cwdoVwaw quality b9annam in rural areas SECTION A -A NTS n, lerac. N PIA-, t2fda board notches 2' c ce m n� • N ra n� La NOTES: 1. This trench shall be constructed an as W present Point discharge ardor arosim. 2. TmrheS nay be Placed no doter than 50 feet to one another. (100 east along So"ne) 3. Trench and grade board rust be tevd. Align to follow cordeua of cLL 4. Support Pool spacbp as reel i ed by sea couftlms to ensure grade board remains level. USE OF GRAVEL FLLFJLL" TRENCHES FORFULL DWMTRA;TION Gravel filled trenches(also called9a®tratloa trcsclasi ) ama good option where me depth mthe ® mediawet.euw warerubleorbaedpaniabetween 3'md6 fat. Figure C22A(p.-Cd2)and F19= C.2.22 (p. C43) fleetness the specifications for gavel filled trench systems as oudinod bd w. 1. When lomted.in comes sand,occobblcm6 fti lta kta bad/esmst be M least 20 fed in length per 1,000 square fed ofimpnvious surface setvad When locenedin medmmsmds, iadifteiou trench. most beat least 30 fed in length per 1,000 square Seel of impervious stub" are retL 2- Maxbunm treath.length moolnot exceedl00feetfiom Pheialdslmmp., 3. The trench width must be amio®sm oft fesL .. 4. The trench most be filled 9Imt 18 inches aft/rinchw 1'/rinch washed drabs roes. The done rock may be cowned with beddiB co a Pal d shown InFngere C2.2A car terrain exposed at haatt 6 -1- below it. lowest wammdmg ground avfiee as shown at Figum C22E. •5. FMfabric (gmramle)must be placcdon.top ofthe dean rack (ifIxposedro be wnc-wlm backfi0 material) and onthe beech sdes.ptioctofilling .with thaded.-ok. 6. Spading between .treechsmedieea mud bc-stleact6 feet . 7. Infiltration trenches ®ldbe setback in less 15 feol'fiombiat0mgs wbb cawlspeoe w b-acat ekvadonathatarebd wquoverdowpointcfthamfdtrabon.syaem. - .. 8> Topravedge. .damam.overlying.payement'henaha.bested;benasthpavdoentWMbewwu,cvd such and the trench pipe iseoonected to smog yard donee, ratobjeser rat, a grew ewerso dratif the trench infiluanon spedry a emeaded, the overflow would oeear out of the catch basin a ekvenond )east onetmt below cut of any oe?iyi°gNv®ens, eddiu a location wd providanfe ram forlhe overllgw, -9.-R®oHftam medways;ddvea'aYei.+n?.Ig11eLTahsB QaudhtaaBht yarddtain or eatcb aam fitted with adown•araed elbow prior In rnwrmg'the i agltnuan exedi (see•Fgu a (1229, p. C43).. The eH..is fiat-ded to asp fpi iedvancrial in the catch balm sump so that the spilled msrerial eon be cb-.d nW came sadly by The homeowner MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION Your property CGWA03 a stern -he ammgalrhent Downer" BMP (bed tnanagalrlem Pradlcll) caned 'fun wfatravoo.' which wasinsladedwTodigate the stomnvaferquantity and quality Impacts of moms or an d me hlperAcum surfaces onyou proparty. Fug infuriation is a method d making 'rur 0 here, impan ious des (such n pa"d areas and roofs) intod* Wolad• If Mop" b*WW and malnMknd, NIILd hdw can nmop ndogao car s mejodty W pr otaWn evanfa are abeorbsd. by " m gavel dka contact with loll and holding the aurfeca depnnsbns. mrert long aonaehl m cock monm I Into me proud. To be ulccessfuL tM moll cmdgba esoucl the in0lhaticn device must be istoW'oble to soak waterinto tiro To" for a reasonable nuor beraf yeas. . The mfifrallon devi- used m You,MaP" include the "Ill-ing a ine9catea m Ina Dow mntrd BOP site plan: o Pavel filled :venders. adryweae. O Wound surfmce depressions. Thismine, pkacent nt and compostlon olmeae devices as depicted by tee now mnbdBMP..alts plan and design details r alldnusl be maintained and may not be changed rManutwithin aPProwllie ft �� n9 CCountyAXW Resources Divism or.Inrough a fdtue de elopmenemxrrrl tp Idatradm deviwa mustbe kaPadad annually ardMhw malmstoren+yenta to Identify and repair anY physical defects HMamtenaand opadm d the $V3Wm a"o mn on muong thaysmmt viabty by peenting a ademfmae bere pugged raunctionkq U U* it dehan acatch bash", sedrtan"- Won "a be renhovad mayeady beads D,ucre 6eWoisdanecealmry• Prolonged Pending around or WAD adevNs my kdicete a plugged facility. dthe device beobmn Pk189ad, IT mud be replaced. Keeping Ina areas that drain to hrfb k. d.A- wall awept del ann wit enhance are 1m gwity of Inns devkae, For mok frequent dear ig of [utters WE reduce me6ment W9,1540 thesis devices. z g a 2 W F } O 1- U) O z Q O IX 99M. ... r-. TCL lV/RPJa E °n0 ° aG,�wadwdroac -p9 ¢--foe sum, . ............ L�..P.P..A.:..wlr.. ` .me meNh CB sand wrmad Id scram ,-, zo 'C a K latkr fabricU cornpactild back" O X/N. S. ._ .r.' dgw A•e .0 p' erbratad pipe W °v • ova 0: 7^p• V. 7 wetted nook 5'Map �_ vdo. va0° va 14FZ V4a o p• II 1'4 o ...-SEC710N•A z 0 NTS E IRFS: 4/24//3 0 o z a c U Z Dec J2_ ROAD AND STORM SYSTEM PLAN eL /2 -O Y3 1 9 of '' SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) `I PROPOSED L�H9T6¢ OI S.F.�•- � I I I fG I i I I 00�.ES� FOUN6RM�&CApg1TS66 IBET I ' � �I N B47'$1"E /---I PIOAL) I I 0.NEd0.1t9 f NEEM6CAP T• 1 � -1 - FOIXOREBMdCMR1'760 I I 1 I � + 1 \ ` ` • \\../iD+� "\ Y' 1\\ - .\ ..' CATCH BASW 10 "o. - � o I I I I �y/� l . SETRE(e &CAP /L'�"CSE)= 29.3k ` '4, `�` ' \ s``� \ \ `. • . I W /E B'YNWYZ 9 46'` \\ rVIPW SYA) "A`•' C ") , �\ N W GRAD I SCALE 10 0 tQ 20 40 iINCH=20 FT. E DATUM EQUATION: Plan Datum, 142.90 = NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum EX. SSMN 0 ZO 1,*J? R/M = ¢7,6 /E 8"!EJ = 38.3 l02dP) 7EB"Cr!)= Z6,74 CA'EW) y I I ,L L. STORM ORAIN MMHOIE RIM • 87.35 .: T - -W RBTZ , a rRW. _ i g �. JB W V! O `.EX TEN.Vp 7H/5.. BSI �I -� a �! _ Wgm In tI'2 c omo PROPOSED CpTAUMS�. a Vo n o 0 } a S m 4 o is / I I' p •, t / R � fn D Lu F0UHD78RASS0SKW/PUNCHIN. V) MO { NUMEMCASE DOWN IA CATCHSASW CCONCs=9?.82 Q 12'CONCSW-973= W \ 1 MRCP ,4'1VERli=8&i' `. \ _R.POP.OS d Za71"A•\lPd(: 3y6550-i0/ya)� WM `400ss \ .�.- . S9d-AV%n 9ASN ``�F,9�s-EJ9 rlT 1M.�irr\God "<) ^-• I 1� o'S u coN01.01. 91• SAWTMYSEWER MANHOLE - V u O RIM. 100.W CS/TE TBM) W a it U N W o [-/2 oy.3 SANITARY SEWER SYSTEM PLAN / ZZU, cooaaa�� 3 N eo W W J EXPIRES: 4124// Z L r2 /a of /7 I DATUM EQUATION: Plan Datum + 142.90 - NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum M t � v N 3S— 75LFB"FVC '8S YG B "PVL SS SSe 6.d7K L Z+/D 90 L.F Zs-- - Q Z. d% .: M/.V. SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E. W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) /14/AI7A/N 2' EY/N. CDYE.2 DYER r/F£ , — -T•�--�--«...�--ter, DLFell PVf SS e e, s •r. Z+ZD /D LF L'"PVC SSS e 2.,0 V. Z hN Y R �q� h-, 3 a34WW N Q1 Y ' 44 1 ` 7S LF8 'PVL /0 LFL" OVC SCi e Z. 0 •r. H /" = 20' V /I . Sl 3+50 3'+DDZ+SO Z+dO /+SD /+DO V Q V N ^ O MNN N Q L f im n Ik rz ¢ N a. h w Z w J g m m w H 3 � o 41 F F o 6"/e W Lu � o 3 3� gm W a o�,g a.0< mom O N l l Q m D Q J m (L m Lm Li O"PYC SS — 2S ` � O Z O Q•' - u a 2 . U N W C W K mALA � D al L!% �C�^� v ! 0 Zoac JIn SANITARY SEWER SYSTEM PLAN �/of�? SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 114, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) -- -- Naoroi•srv✓------ -------- i 107W _ _ 6 yy�b i i i c --------------- ------------- W ° _ \ - OR Ili -- - nV ------------ __ ' } _ (O31OfRI1SNOO lON) --- / S 3AV 1-1199 - -� - It \ / f I I \ C \\ j _ DATUM EQUATION: Plan Datum + 142.90 - NAVD 1988 Datum II Plan Datum + 139.40 = USGS 1929 Datum a� w ah� .46 ?D — ZS — /D (F14 PVC SSS stoo ¢+so 4iaa 315D L/2 o (13 SANITARY SEWER SYSTEM PLAN 1- z U z J o_ W I- } to W W W F z cn p � O OSWM°�I. I N o z z z 0 W J o O O G C I S EXVIRES: 6/3A//3 nci /2 /Z of 17 trorxm-uwwes new Wp � eua �fr N soavrf f,o3la�t> xsrfcno�rffAr {— rnrwwuxf fRW fararwrE r e4wwfr4 STREET sewfrt Wr+ NOTES: •r ooarMe W.z 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT. 3. WATER AND SEWER LINE SEPARATION 1D HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL. BE AT LEAST 1B' BELOW THE WATER LINE 4. STANDARDS FOR SEWER MAIN APPLY TO CONNECTIONS LONGER THAN 157 FROM THE MAIK SEE CHAPTER & a SANITARY SIDE SEWER�ro u Cily Of RESIDENTIAL ss-02 Tukwila 08M LTGN — 12.04 B. BHE ueznEoc.o. 000 ❑R O rXIFf part PLAN VIEW r x z-rr r ELEVATION CAST IRON RINGNGANAND COVER 5AP11IA 5113E SEWER City Of CLEAN-OUT B8.83 B. SHELTON SS-03 SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) ---------- I 1 I (—nxeu I zr I ss ua,t rafowaE,m r----------------- 1 1 I.ara1 rr L--- —----------- — --J NOTES: 1. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS. 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS-08 FOR ACCESS AND CHANNELIZATIOK S. SEE SS-13 FOR STEP DETAIL 6. INSTALL PER CHAPTER 8 OF THESE STANDARDS. • APPLIES TO 24.OR SMALLER DIAMETER PIPES MANHOLE City Of ,y`6v. � - 48' AND SC .afr "AND Tukwila �� ss L SHELTON . wfea.arr,fca L di J L a 01 f fcoinE COVER PLAN FRAME PLAN u J � .aw• Ono w afar. SECTION A -A GRAY IRON LOCKING L wrvraaw afwr. COVER SECTION 841 GRAY IRON FRAME NOTES: 1. FRAME TO BE GROUTED 2 COVER TO BE EJrW CATALOG NUMBER 3717C1PT, AND PRODUCT NUMBER NCR07-27758, WTIH THE SEAL OF TUKWBL IAND LEGENDS 1908. 2008, AND SEWER. 3. FRAME TO BE EJIW CATALOG NUMBER 3705CPT, OR EQUAL - 4. INSTALL SO THAT BOLT HOLES ALIGN WITH CENTER OF LADDER �.a. SEWER MANHOLE u® City Of u" FRAME COVER SS-11„ Tukwila 03.08 e. GIBERSON NOTES: �nc�aa 1. DROP PIPING TO BE SAME SIZE r —1 AS INTERCEPTED SEWER I I 1 1 I 2. LL WITH COMPACTED I I .. I MATERW.. ' .---------- MATERIAL CLASS 50 DUCTILE IRON PIPE ONLY. 4. CONCRETE CLASS S (1-112). CEMENT 5 SACK MIX WITH1-1/r r AGGREGATE. S. SEE SS-08 FOR ACCESS AND CHANNELIZATIOK 6. SEE SS-13 FOR STEP DETAIL ,r rya arfr aNe zEworz, rosan BE41iNG WTEWK WIBr sriN Is NoeErwwr. Xoar..af�a W ORR - r!l BUIB iIAxBE wfM ' STNNEa$aiFEL BOLTS RE%InE.lOni iEE lY48ABV AfE ruN MIN DROP ,r ,— —�—----------- LJ .: PIPE I .. �I SIZE DROP I I 8• ms '•' 1 10' 1.70'0 tr zoe :i 1 1 1 �. MANHOLE DRov n a Cio Of SS-10 ® Tukwila 88.03 BOB GRTERSON, CITY ENGINEER NOTES: 'paw 1: RUBBER GASKET 8 GROUT ALL LL UFnNNTS. GROUT ALL LIFTING EYE HOLES. � uax rzW.ro rr me 2. STEPS SHALL BE zr LANE #P-1393& REFER TO SS-13 FOR rAfwT ca+cr+Lrf w,pa r s'FD STEP DETAIL rizfr.L�r caxf afcOO„ ACCESS DETAIL NOTES: INSTALL GU MANHOLE BASE LINER, AVAILABLE ,• THROUGH PREDL GU �0°fTOP1��x LINER SYSTEMS (ALDERGROVE• B.C. CANADA(604)607-7755) �� NDE 1�L �� �•� nws«Enamc,z.ra azfuTf..af CHANNELMATK)N a® CLty Of MANHOLE ACCESS AND CHANNELIZATION Ss-0e Tukwila = 88.03 ua..ewwe 04.08 BOB GIBERSON, CITY ENGINEER m 0- Lu 3 Lu z g m 4 co Q) 2 = NO LLI m N >a W v) 0za �o i WE�$ D O- Dom Mqe d "LLI O Ly Hib �� < In aJ', a. 0) F z' Z O d rE W 0 fC W N N ` N z � \ Z Z 3 P eo W J L�2 +py3 o o a CIO /3 of 17 ~l IXPIRES: 4/24// SANITARY SEWER SYSTEM PLAN z Z�-` "/Z- B R7 1 I \ 1 `III I 1 1 SET R®nfiSCAP (IYitiC): I i I PROI'�OSED4OrE9 22 y \I i W 20 \.'' /� �,� - i PROPOSt9 LOT 13A30 S.F. s SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) ��,}• ' j 'I PROPOSED I.OrN ST67 S.F. F 1 I I 148B'4k5'E Z'i R�QCA�*176`6 1 Er RIRIM car �yppA� 1 Faum FJWP i a CAP Y 1764 �I 3 .� I • t' 9.WE60.1'8 1 1 _ SIP H z \ a s x € \ �, •{ �1 %'m' '�"�: OPOS�D LOTJ O,/253.r. \ H•i'£ Fy k SPY ..y,� \ , '' \ CATCH SASH 97.17 SET REBPH 6 CAP ITYPra) M s GRAPHIC SCALE 10 0_ 10 20 a� 40 a-ram•-=---- 11NCH = 20 FT. DATUM EQUATION: Plan Datum + 142.90 = NAVD 1988 Datum Plan Datum + 139AO = USGS 1929 Datum 1 c \ . II 1 ' ' \ \ ` \ ,�I Ili 1 1 o�I 1 / III i ' I ��\PgaPosEDLore�,iW$.P.; 1 .CAP (T•IPICAL) `` \\\\ ` ;C \ PROPOSWIlPTA3.3t29F. 11 11$ '128.6T I !� \ I \ 1 Ua Is 39 \ ISTQfl1,'ORAkI SANRARY SEMANHOLE RDA=1 WA9' - 97z -Y 9'x B' TEE I tW'7 7.9PJ a^'cr, u- FOUND 2• BRASS DISK W1 PUNCH IN 9DNI1a9ENTCASE DOWN iD CATCH BASIN RCM=1WA1 S•CONC S=97AZ 17CONCSW-972r Z-/I-®9-1 WATER MAIN SYSTEM PLAN z w /4 O f 17 .SITE IMPROVEMENT PLAN 9—LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) \ I \ 1 I \\ \\ 11\A \\I \\ \\ 19 1 1 I I I I FOUNDaw- eAR - �`,sEr'�`','.',`acAP, I I I I 'oPsaob•E i ' fir/ �V z i too+wtZtgNowtr�Rt LL 0 I \` to lQ o \ I\ 1\ I I'• W 04 1/ I X 1 `., I I I I �' 1 1 I CD o Z a 1 1 1 I 1 1 rZ I Y+ I m I ..yF � cN+�d� "•" ' R ` \ _ I RUM 1 'L:LU I I itiu Z. W \ o ee ' Isri'REGgnac (rmlGLt 0 $ IN / /.- ! I/\/ i / `.I. \ I I,'utx[ "i� E\' Ufa �'r'•rN - ! \ \ l I.• 1 \ �\ h f4 y tJ�' sErhEeARacnr(mauL) J ` �� S`Y \ S.:.`L•'`' 1.'' to \\ \ >«.a, i 4y --I�'F'S"7} S'W\ �\ _ I I I ` tO7F RONP m� i�1y \ ``I `,' _— — — — — — — — — — -..._ — ._" — — — — — — — — — — \ ' ib 1a4 4Jf FOUND REa+ CAP •t] FOUND RFEAR&rAPRt76s3 `I E .Nh moo 1 . . PRorc¢® L04 N o.7B8 sr- DATUM EQUATION: Plan Datum + 142.90 = NAVD 1988 Datum Plan Datum + 139.40 = USGS 1929 Datum A \ O Z 0 Z « 3 L/2_oy3 0<c� WATER MAIN SYSTEM PLAN EXPIRES: 4/3A/ c/ 2 /s 0 g 17 Orsrn Nrou�W.p7Lawr 0.:.. �� awxpp 1. REFFRTOfINPTFA roe leElE xWowlma. z NCORwN14E0UALro WELLHteA+a pN aowEo.fafwra.s,raNm.. a NVDRwrFrssNwLL E EawPmwNNTwo s1m NaT. wE IroxswAoaNcrsraarsPmPEPEnmscrwx.E PDRruo afuu PENTAGON WEN LPTOPEMTVVRFF Ia7T. NYdlIN1S51MLLNAYE w6-W.eOTTOYCOMECION AM e-W YW VwLK OPB�1[' AM SNNllNVE 1CABOpE fAAOEtEYELTOTE CFNIFROFTIERYPFA OrEPoNT. .. f1vDRAle18SIMLLCOIfORMTO A.W.Ww6EC11GTpxdC�6SYWLEf1I1PE5 IIYfE wO SIuILNnv£wTwO PEQ eaEHwleFwr,Ew+mBRE.IwoTf.�enTTfEaRwPnulF aRxeeswuwvEw � wrBunEr.Wnl Pncroar FR1ID NESEINOe1NGDnGAwRO)OIA)FyY30YNC£660L OLREM1BOAR51MtLE eO0E31Om 4l TO0M A WIYIE]E UARKATN)N OF SfEM3EwGTWFMNvtlW1f60RNr,TEO Tlf WPENdIBfIDwiNwvEwtlW9tiEEV[ s sllAreaE Rmssfuu EwslWurcDMmerEELaR CORTENSTEEL eNrlrvauNr6eorslErwolroRrwarouuEFARW�sroEaPlW�rawE3.FErrar. ww¢sreu EFNlwra3E YEILOW 9AFETV YYY1 r. PWVATE NVtlLWl851NLL BE vwW)EOtN1NTWOCMTeaF FARW6TGEYEILgv PFdFfll S VwtETE NDaxmwxo GUTTEe16 WTALLE0. FPENmuNrawaLE LOrwTEDF2os6roTfe PNroERTv faEwNo W9gETl4 RI0117OFwAY ORFASEYENl. w9TALLBOLIwRDm1MD RAITPERwill B. FIVOpMRSPDTAf161,RELOGTEDOROTHDiW19E Woluuo:DDPw Ae ARF31RT6 APROECTeNN1.eE FRESHLY PAINTED. uw 1lrrnwxrsxAUNm EaosERTwwr7DANY ForEnmlEv. Wm1TfePxFrTwpr NlmnTrcu.RD PDa1a PFR7e10 xem duo FIRE HYDRANT City Of ASSEMBLY AND SETTING SNEST INS-13 Tukwila OL03 I "ar.o,Ene 04.08 BOB GBERSON, CRY ENGINEER ROIX YiP.IL. ouum.o5r ifm.ARFAOc YCIEWm � 01101I0 1 i Y PLAN NOTES 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4' DUL) OR CONCRETE POST (MIN. S' DIA). 2 POSTS SHALL BE AT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE 6 FEET LONG; 3-1r2 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW i3472 q City Of _ `)g Tukwila- SITE IMPROVEMENT PLAN 9-LOT SHORT PLAT 14487 56th Avenue S., Tukwila, WA 98168 NW 1/4, NW 1/4, SEC 23, TWP 23 N, RNG 4 E, W.M. (PN's: 336590-0005, 336590-0010, 336590-0015, 336590-0020 and 336590-0100) ASSEMBLY DETAIL NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2, ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT, NO FIELD -FABRICATED EXTENSIONS. 4. VALVE BOX COVER SHALL BE LABELED *WATER', WATER MAIN pO TD.pw a a® l.. iv Of VALVE BOX OPERATING NUT EXTENSION) pimEn Tukwila �.6WS -06 B. SHELTON .,wnurluoel9Na ttlz>E J,e51111 10ppRESBUReWL RE -0ESDN PE 2M YW P9 P51 n 14. A 4' D) u = C �4 O �D0 r Z z w B PPE BRE OIA PPEAREA 90 FT PRE55Lp1E IPsfl NEAO fFfI 9P LWOILBI ' A 8T ARCH (IF) O � N' LDAD MI C MT ARFA pft D Yir LDAD (1�) D aS AREA IBFI E 11tS• LDAD Sfi E 1135• AREA (EF) . o.0er2T i50 5)).5 ♦eaMws . 2610.14 2 1,ne.pe 1 61).62 f fi O.t96J3 ]50 5)7.5 10.02263 10 S.NX16 6 2)65.1) J t,JeB46 t e O.J.N17 230 5>!b 1],efT.M to 9,6M293 10 /,81SM 3 2.]pwB 2 +o obese zm sns n.en.Je n u.oa.n 1s ),aim a aIWo.1s 12 D.resea 250 577.E e0.0m.te ep 21,60fi.61 a 11m0.ee 11 SSMbI e +e 1Afipo2 z5o n7b 6e.se7.n ss zB,s3tbe 30 1s,oxez 1s T.sASM - e to - 119Q1 250 6Tb )1,Z)1.e0 ]i J45/ib0 >0 1B,mJ.M m Pm1.91 f0 1e 1.T8>16 250 6]).S m,mzx m MLeI).M ep 2e,ee65e y 12506.e) 10 20 21etx I50 e7t.3 itl,blbl 111 fA,2M.N e0 J0,)2e.12 31 15,4mbB t3 a z6Jsez zm Sn.s 1se.]n.0 1J5 rzsz..0 n 3>.+ra19 J) fe,eufo 1B ze a+e1w zso 5n.s 1fip,Jeaes 160 es.Tae.sa e7 u,2u.7e u n.ne.0 n a 4.zTaoT zw m.s re.2ee.er 218 te.tm.+s t1e ea.:ls.n. m Jo.ze3.s4 30 JO IBOBr3' ld Sr)b 2m,6M.32 151 95,BWm 1J0 68,1292) e9 N,]e1.31 >5 >B >.O6m0 )50 STI.S ]60b11Ar 381 196.$p.)d tp5 9B.SM.16 tm 60,On.4 10 et 9.&2115 250 Snb e9f,tdbf e81 rai.e3 26e 1JSA9J.Je f35 fie.OB28i ee a t256sw 73o sn.s 6el.eezez a1 7,1eS2J Je7 1m.B)ose m ee.m.>s M A A A A CAPPED CROSS 90' BEND TEE WT PLUG TEE VWO PLUG THRUST BLOCIGNG SIZE mummm o©a■� 0m�00, ®�©00 �00®O 00000 000®0 0®0®® 0®®0� ��000 0m�00 �®00© om0mv 0m0®0 0mm®0 C D 4 4S' BEND 2241r BEND 1.BEArwnwRFwoF caxcR6TE TNRusreLacA ewBEDOn zap E PS PRE&1UREANp SUE SOLL EMUIO LOADOF Imp POUNDS PER SgIME FOOT. 2 ADAIf,T BEARpeGAREAFOROMERNPES12Eb,PRESBURE6, ANO SOIL GONOOIONS > CONCRETE BLOCwIIG BHwLLBEGSTIN PIACEwAW HAVEA FIT11 7e ME OF 1NSg1ARE FOOTSEARwOAfiABIx THE 'f TNO. . OONT1IGidt S WJ.L m3lALL BfoOIfOIO ApEO WTE TO VAMSTANO FULL TEx PRESSUNEAS WELLAS TO CONTAWgI,1f.Y lwlet9)ANOOPf1UTDN MES6URE W10ER wLL mTD"B DF La^Rce 11414' BEND IIEY3NTOF TwR1x ROLN WSTE EOu.LL TOOR LEST TWIN Irz THE DEPTH FROM TIE ORDIMDSURFACEro THE IILOCA9 BABE 0. WEGILLYAN�DORASPIMLT-OOwTD 91EEL TpiFN1EO RODSANDNPE ClA3P5: ). REFERTOOIYPfpe]OFTNESE xAMDARos. e� 6lOGKING HORIZONTAL Clty Of ' k DOHORETE ws•12A 1 of z Tukwila OB.D3 2 APPwvw B. SHELTON Z-12 _0V WATER MAIN SYSTEM PLAN krr U CQ m Z g 3cr l 2 m c W I- N z ` 29 � LLI o � _ CL oho z ol-> CQ IC a d o G M a' gca F J O m 9 7Z of 17 d �nsvmz re'ueanra..�wow mrsn«usr�wac uas�u�emannuo PLAN VIEW (,�� Is�xsaw r��gro�auxorvm ��F �wwixa vxr Ip .oi��o rwwac er¢mw �ersucc-r ¢eowc rwoeiwFinm owwro�e ELEVATION VIEW NOTES: 1. ALL PIPE BEYOND MAIN SHALL BE PAINTED BRASS 2 INSTALL CAST METAL VALVE MARKER POST AND EXTENSION PIPE ADJACENT TO METER BOX. PAINT WITH TWO COATS OF NON -CORROSIVE PROTECTIVE PAINT, PER AW.WA STANDARDS. 3. TWO PIECE CAST IRON VALVE BOX WITH STANDARD 24' BASE AND 16' TOP WITH 2' OVERLAP, RICH VALVE BOX OR EQUAL LIDS TO HAVE TABS. 4. REFER TO CHAPTER 7 OF THESE STANDARDS. 5. REFER TO WS-12A 6 WS-128 FOR BLOCKING, WS-06 FOR VALVE BOX. rarrowue WATER MAIN City QT BLOW -OFF ASSEMBLY J u�tr: WB-09 Tukwila 08.03 a SHELTON DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS APPENDIX C PLAN REVIEW CHECKLIST FOR COMPLETENESS TUKWILA PUBLIC WORKS DEPARTMENT PLAN REVIEW CHECKLIST 4O This checklist is provided to aid the Engineer's completeness review befo,= submittal to the City and is not intended as a full and complete list of recrem�nts.;� for submittals. Refer to the City's Development Guidelines and Design and Construction Manual. PROJECT DESCRIPTION Check All that apply to the Proiect Development -Private ❑ Development -Single ❑ Public Infrastructure Family ❑ Public road IYSensitive Areas ❑ Flood Zone Onsi Work Includes: grin , Grading P in Dead End & lorLsae-lsierrd Utility Under roundin Dbyeway ❑ Hammerhead rivate road Infiltration ❑ oped Fire line 131Sewer Main Extension ❑ Retention 19-*� Water Main Extension anitary Side Sewer ❑ Detention ❑ Permanent Meter ❑ Abandon Septic Tank ❑ tow Impact Development ❑ Deduct Meter ❑ Grease Interceptor ❑ Habitat Improvement ❑ Water Only Meter ❑ Cap or Remove Utilities ❑ Other ❑ Backflow Prevention ❑ Fire ❑irrigation ❑ Water Service Work in Right-of-way Includes: ❑, Access Trench Excavation Eing Access❑ Bor�'.�g ❑ Traffic signal ,1R Pc,,,,,ement cut ❑, C nelization Lt�'Pavement repair ❑ Pavement overlay ,I.�C�/gutter IJYSidewalk❑, Lascaping ❑ Signs 0- Hater Supply ❑ Mailboxes ewer ❑ Cable, conduit or other ❑ Surface Water such ❑ Dead end Q ❑ Utility Undergrounding Traffic Control C-1 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PROJECT SUBMITTALS Check All That Apply to the Project VG� gineer estimate otechnical Report ❑ Traffic Impact Analysis ❑ Technical Information Report (Storm Drainage) ❑ King County Sewer Use Certificate ❑ Water Availability Certificate ❑ Sewer Availability Certificate ❑ South King County Department of Health approval if there is a septic tank onsite ❑ Proof that the Washington State code and the Uniform Plumbing Code were followed when septic tank abandoned ❑ State of Washington current water right permit for wells ❑ King County industrial Waste Discharge approval ❑ King County DNR approval for connection to interceptor line 0Xasement(s) Maintenance Agreement(s) ❑ Hold Harmless - Sensitive Area ❑ Street lighting calculations ❑ Waivers ❑ Recorded Landscape Island Maintenance Agreement ❑ Other C-2 Required For Work in Right-of-way ❑ Engineer estimate ❑ �Tivity Description � Plan ❑ Profile ❑ Cross-section ❑ traffic control plan &'>pplicant/Owner information Owner and Applicant in compliance statement ❑ City of Tukwila business license ❑ Xpy of legal authorization Hold Harmless Agreement - right-of- C� Comprehensive general liability insurance ❑ Business automobile liability urance Contractor's pollution liability insurance ❑ Security - corporate surety bond, sh deposit or letter of credit WZ��intenance Bond Street and pavement restoration plan DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PLANS - ALL PROJECTS Drafting Standards Plan Elements Engineering Drawings: ET North arrow on each sheet �heets Max: 24" x 36" Min. I I" X 17" El Labeled Record Drawing L��ey Drawings: Sheets 18" x 24" ❑ Labeled as -built drawing, (minimum text Tmum text size 1 /8" h Oht'/4") n, legible, blue or black line format. "Cali 1.800.424.5555 Before You Dig" note ng features with a small pen or half sheets snowing excavation activity t s. C� Engineer stamped, signed, and dated Proposed features with a larger or bolder each sheet H eight. Different line types distinguish different C-YP ject Schedule features � licable City's standard details ❑ photographs, stick-ons, or shading. CYApplicable City's standard notes CY NAD 83/91, Washington State grid ❑ C,,monument protection Coordinates, North Zone, tied to any two ❑ AV ed comer marker protection City of Tukwila Horizontal Control � . numents NAVD 1988 Vertical 9Topography - Existing and proposed CConversion calculations to NAVD 1929 topography contours for 15 feet outside for flood zone the property lines. Projects within flood ❑ Engineer scale. No engineering plans control zones and some storm drainage will be accepted with Architect's scale. plans require 1-foot intervals. • Site work - Zo ❑ Elements 1 "=,4''Horizontal, C�d/Cring limits 1" ='Vertical �r IsYConstruction limits • Public Facility - ❑ N ork zones 1 " = 20, Horizontal, pa ive areas i " = 2' Vertical - Cs�' Buffers and set-backs�//,,. //• Signal Drawing Sheet - 1 - 10 ❑ Finished floor elevation Y%v/ Illumination - 1 " = 30' ❑ Building footprints onsite and within 15' of Title block: the p- roperty lines iLO • Title: ❑/> gh't'sr of -way dimensioned and labeled • Date: , jacent property lines and addresses • Design by: UooStreet names with quadrant prefix or suffix • Drawn by: isting and proposed pedestrian and • Checked by: bicycle facilities • Signature Approval block xistina and proposed utilities and ® Sheet number of total sheets (e.g., improvements (above and below 2 of 5) ground), ❑ JPovisions and revisions dates Q,,irees within or adjacent to the public C� Moing and proposed monuments. ,,, w ys - location and dimension uW ments described using current City - Tree protection Tukwila coordinates. ❑ Protection of existing structures, fixtures, Features referenced to monuments and facilities within o,adjacent to the public ways C-3 i DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PLANS - ALL PROJECTS ESC Plan Pollution Prevention Plan ❑ S.#eckpile locations Does the plan include BMPs for the Erosion prevention following activities? ❑ !, -velocities minimized ❑ Dewatering S' t nent retention onsite ❑ Paving ❑ CI ng limits ❑ Structure construction and painting ensitive area buffers ❑ Material delivery, use, or storage (soil, ❑�Te porary stabilization ' pesticides, herbicides, fertilizers, _ ,�Per protection Ue detergent, plaster, petroleum products, #abilized traffic areas acids, lime, paints, solvents, curing ❑ Surface water controls compounds) ❑ Final stabilization methods ❑ Solid waste ❑ Wet season requirements (October 1 ❑ Hazardous waste t gh April 30) El Contaminated soils ESC Maintenance ❑ Concrete waste ❑ Downstream drainage features ❑ Sanitary/septic waste monitoring ❑ Vehicle or equipment cleaning, fueling, ❑ Removal of sediment deposition resulting or maintenance from project -related work ❑ Post Construction Plans Street and Pavement Restoration Plan Traffic Control Plan o Xh ❑ Pon and cross section ❑ Property lines 9; M-s geotechnical recommendations ❑ Right-of-way lines 0-"Describes materials and thickness ❑ Sidewalks GYM tches existing conditions ❑ Street lights ❑ Shows channelization and other ❑ Signs pavement markings ❑ Mailboxes ❑ Restores vehicle detector loop ❑ Landscaping and trees ❑ Replaces signs, mailboxes ❑ Channelization ❑ Restores Bike/pedestrian paths ❑ Cross walks ❑ Includes landscape restoration ❑ Bus stops ❑ Cleaning storm drain system ❑ Accesses ❑ ADA amenities ❑ Bike/Pedestrian paths ❑ Traffic control devices ❑ Pedestrian and emergency access to any abutting public school, public building, urban trail, or transit stop C-4 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS I PLANS - ALL PROJECTS I Streets Plan View I Streek Profile View ❑ Spot elevations on curb returns (PC, ►bY 12) Pi, PC, PT, stationing of horizontal cv Curve information delta, radius, and length for all curves ❑ Horizontal angle points and curb return elevations ❑ Identify field design situations by s Match existing features by station with elevation ❑ Typical roadway sections and pavement types ❑ Pavement markings noted by station @ ar�!t pA idewalkwaiks � ❑ Driveway entrances ❑ Width, type (AC, PCC) note licable City standard plan Station at center ❑ Sight distance for horizontal and vertical curves, inters�� tions and access points / ❑ Curb access ramps - per City standard plan ❑ Intersection detail ❑ Street trees with stations ❑ Existing and proposed transit stops and shelters ❑ Existing and proposed traffic signs ❑ Existing and proposed mail boxes ❑ Existing and proposed et lights an vaults edestrian and emeFgency access to any abutting public school, public building, urban, trail, or transit stop ❑ ADA amenities C-5 19,"Vertical information PVC, PVI, PVT, IYShow grades in decimal*(FT/FT) form with (+ and -) slope ❑ Super elevated roadway segments ❑ Detail (length of transition in, length o super, length of transition out) 191*'New and existing centerline profile ❑ Pavement cross section supported by pavement design ❑ New gutter edge of pavement profile* ❑ Existing edge of pavement profile* *Not required for new standard street section construction. Required for Retrofit and Variable 0­�Cul-de-sac ❑ Landscape island at dead end ❑ Hammerhead ❑ Barricade temporary dead-end ❑ Property lines and addresses DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PLANS - ALL PROJECTS Traffic Signals Illumination jS ❑ Signal standard detail ❑ Phase sequence ❑ Street lighting plan a d chart diagram calculations ❑ Design by licensed ❑ Loops ❑ J-Boxes engineer with traffic ❑ Loop size ❑ Conduit runs signal experience ❑ Loop number ❑ Streetlight pole and number ❑ Signal Drawing Sheet ❑ Loop location ❑ Construction notes ❑ Scale (1 "-10') and ❑ Traffic signal poles ❑ Service panels north arrow ❑ Pole number ❑ Power source ❑ Service cabinet ❑ Vehicle heads with ❑ Wire notes breaker schedule head number ❑ One -line diagram for streetlight ❑ Legend for signal ❑ Pre-empt detector circuit(s) equipment/notes ❑ Pre-empt indicator ❑ Legend for streetlight ❑ One -line diagram for ❑ Spare tenon equipment/notes streetlight circuit(s) locations ❑ Streetlight schedule ❑ Pole notes ❑ Pedestrian heads ❑ Streetlight number ❑ Construction note with head number ❑ Circuit number ❑ Wiring schedule table ❑ Streetlight poles ❑ L uminaire type/watts/distribution on Record Drawing ❑ Pedestrian head ❑ Mounting height ❑ Signal Standard signal poles ❑ Most arm length Detail Sheet ❑ Junction boxes ❑ Station and offset ❑ Cabinet wire ❑ Conduit runs ❑ Sheet number terminations ❑ Electrical service ❑ Comments ❑ Service Panel cabinet ❑ Pedestrian push ❑ Power source buttons ❑ Controller cabinet ❑ Pedestrian displays ❑ Pavement markings ❑ Vehicle display ❑ Crosswalks ❑ Emergency vehicle ❑ Stop bars preemption ❑ Arrows, Onlys ❑ Interconnect ❑ Mast arms) ❑ Pedestrian head ❑ Streetlights diagram ❑ Head numbers ❑ Type of pedestrian signal head ❑ Vehicle head diagram ❑ Head numbers ❑ Type of vehicle signal head ❑ Lens configuration ❑ Back plates C-6 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PLANS - ALL PROJECTS Surface Water Plan View Profile View ❑ Uf ' crossings ❑ Elevations of each utility at utility offset at each manhole c sings ao�le4sIcatch tation and offset at each basins numbered manhole/catch basin s�entially ❑ Invert elevations on manholes/catch 9?' Manholes/catch basin type gnation bast howing direction of flow anhole/catch basin type M les/catch basin rim ele fVd&i d�ation t�l to ection (with arr l, hs �evation ateriasiz � c ormwaterdjfacility (pond ipe materials and sizes ength of pipe (shown in L.F.) center dimensions with elevations) �cture to center stru t� ❑ Stormwater treatment facility 19' Grs-sho ' i from FT./FT.) (dimensions with elevations) Q- Stormwater facility ❑ Control structure with orifice size and ❑ Stormwater treatment facility elation ❑ Cool structure mergency overflow location and Lei/Outfall locations and elevations elevation El-'-6sign high water elevation 1;l/Outfall locations and treatment C-7 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS PLANS - ALL PROJECTS Water Supply I Sanitary Sewer Plan View ❑ Elevations of each utility at utility c ssings Sh fixtures with stations it .Hydrants [9-*BIow-off (at dead end of line) ❑ Vac -and air release valves es, crosses, elbows, adapters, and vale -meter station and offset ize of pipe ❑ Type and brand of fixtures ❑ Length of water main in L.F. between fixtures ❑ Distance from sanitary or storm sewer-- eters locate7in ROW at property line ❑ Meters grouped Profile View ❑ Elevations of each utility at utility crossings wfixtures w2st'atio ions d elevations ow valves an and ele tions ize and material of water main ength of water main in L.F. ❑ Grades Plan View ❑ Elevations of each utility at utility cro s tation and offset shown at each 1p�pposed manhole artholes numbered sequentially ❑�--�Pla hole type designation Ct7.•-stodirection (with arrow on pipe) evert elevations ❑ Distance from water lines pe material and sizes l rgth of pipe from center of manhole to center of manhole ❑ Depth at property line ion for sewer laterals at property line ❑ Stub (s) for laterals ❑ On as -bunts, laterals will be related to property corners measured along the right-of-way line ❑ Force main and appurtenances with station and offset Profile View ❑ Elevations of each utility at utility crossings #and offset shown, at each manhole anholes numbered sequentially C�I .vert"elevation showing direction, in and out U3--RiTV-e--levation apes shown (decimal form FT./FT.) of pipe D of pipe rigth of pipe from center of manhole to center of manhole (in L.F.) ❑ Existing utilities crossings ❑ Force main and appurtenances with stations and offsets DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS DEVELOPMENT - Private Property Plans Profile ❑ Design meets City's Development ❑ Location, route, and configuration of all Guidelines and Design and Construction facilities to be located underground, Manual including the line and grade proposed ❑ All applicable requirements under the for the burial at all points along the pr lous checklists -that are within the public ways ❑ ut and fill volumes of all existing underground impervious surface calculation - existings, >,,�c�ation conduits, ducts, pipes, mains, and proposed and installations that are within the ❑ Access provided to easement(s) or public ways along the underground right(s)-of-way route proposed by the applicant ❑ Access width at property line is 25' to ❑ Cross section showing pavement and 35' subgrade, existing and proposed utilities ❑ Access aligned with accesses opposite ❑ Trench cross -sections) showing ❑ Access sight distance shown materials, depth, coverage and utilities Utilities Streets ❑ Location and route of all facilities to be ❑ Frontcgge improvements in right-of-way installed on existing utility poles ❑ -cess - 25' to 35' at right-of-way ❑ Proposed above ground utilities Meets private road standards ❑ Location, route, and configuration of all ❑ Meets public road standards facilities to be located underground, i t(5 ing the line and grade proposed for the burial Surface Water Existing underground utilities, conduits, ducts, pipes, mains, and installations ❑ Me technical Information Report that are within the public right of ways fO eets geotechnical report ❑ Proposed underground utilities, recommendations conduits, ducts, pipes, mains, and ❑ Meets applicable requirements under installations the "Surface Water - Alf Projects" checklist Sewer Water ❑ All applicable requirements under the ❑ All applicable requirements under the "Sewer - All Projects" checklist "Water Supply - All Projects" checklist ❑ mum 6" lateral ❑ 'A' r meter(s) in right-cf-way at the ❑ Sewer clean -out and test -tee at roperty line property line t Looped water system ❑ Sewer clean -out at building ❑ Backflow assembly on water supply, ❑ Grease interceptor, 6" lines, and include protection from freezing reference to related plumbing sheets ❑ Backflow assembly on fire line, make, model, location ❑ Back -flow protection on irrigation line, make, model, location C-9 16 Ci 'Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 3 !%IF�-C (/ Z Applicant Name: Z* Street Address: ��� 33 4, i/ AVff -< City, State, Zip: 7-, A ,,P,, e 4J WA ?&16 8 Telephone: Z 06 — 4/ 2— 7 Z 7 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, mark the appropriate "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc ��� p 4 20121 cog muNw y DEVELOPMEHT Page 1 Ci. f Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please mark the appropriate response. NO - Continue to Question 2-0 (YES)Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please mark the appropriate response. NO - Continue to Question 3-0 ES Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please mark the appropriate response. NO Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please mark the appropriate response. NO Continue to Question 5-0 YES - Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please mark the appropriate response. NO - Continue to Question 6-0 �/,,c!/�/ L ?/2,00.1 -;rl o A-!f) ES Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please mark the appropriate response. NO — Checklist Complete ES Checklist Complete ?/41? < H:Tand Use Applications in PDRSEPA Environmental Review Application-Jan201 I.doc Page 2 C. f Tukwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please mark the appropriate response. 6O)Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction from impervious surface or disturbed soils, answer Yes to this question. If your pact -is normally exempt under tTie'1"uicwii M al Code and would not require the preparation a Temporary Erosion and Sedimentation Control Plan, T may still result in erosion or sediment trans s question. Please mark the appropriate response. NO - Continue to Question 1-3 Y� YES Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please mark the appropriate response. NO - Continue to Question 2-0 (Page 2) ES Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site?. For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer. Yes to this question. Please mark the appropriate response. Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) H:\Land Use Applications in PDRSEPA Environmental Review Application-Jan201 I.doc Page 3 y C. f Tukwila ESA Screening Checklist Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please mark the appropriate response. NO Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please mark the appropriate response. NO Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO Continue to Question 3-0 (Page 2) \ YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. ONOContinue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) H:\Land Use Applications in PDFlSEPA Environmental Review Application-Jan201 Ldoc Page 4 Ci. Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please mark the appropriate response. NO Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please mark the appropriate response. (NOJ Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please mark the appropriate response. NO Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross -sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross -sectional area is defined as a . profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please mark the appropriate response. NO Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please mark the appropriate response. NO - ontinue to Question 3-6 YES - Continue to Question 3-6 Page 5 HALand Use Applications in PDFISEPA Environmental Review Application-Jan201 l.doc Ci. 'Tukwila ESA Screening Checklist -, Part D (continued) 3-6 Will the project result in impacts to watercourses r i�vetlan at have a surface connection to another watercourse or the Green/Duwamish or Black River . o contain ha i onditions that support salmonid use? Such areas may include, but not be limited to l s1 a seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please mark the appropriate response. NO - Continue to Question 3-7 YES Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please mark the appropriate response. NO Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please mark the appropriate response. NO Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) HALand Use Applications in PDF\SEPA Environmental Review Application-lan201 Ldoc Page 6 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of Applicant: 3. Date checklist prepared: 4. Agency requesting checklist: sty of Tukwila 5. Proposed timing or schedule (including phasing; if applicable): OCI f _3 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. HALand Use Applications in PDFISEPA Environmental Review Application-1an2011.doc Agency Comments Page 1 0 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. ® f,+ 4' XR /�-O e4,� Al 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. , O^,O'.11 -ye 04 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this. checklist. � , /��B 7 S6 �'� �g-f/�'� --T 7v� wig �9� i.�/� �'�✓6£� i 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? H:Tand Use Applications in PDRSEPA Environmental Review Application-Jan20I I.doc Page 2 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? 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. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicatte source of fill. -._��{ a �,•p ao H:U.and Use Applications in PDRSEPA Environmental Review Application-1an2011.doc Page 3 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. '("I'le e- g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Z h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. o° Agency Comments HALand Use Applications in PDRSEPA Environmental Review Application-1an201 Ldoc Page 4 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (in year-round and seasonal streams, saltwater, lakes, ponds, (wetlandso If yes, describe type and provide names. If appropriate, state what stream or river it flows into. �� 7,C. 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. A7 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. HALand Use Applications in PDF\SEPA Enviromnental Review Application-Jan201 Ldoc Page 5 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. IV-9 , 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. b. Ground: MPwx. •x�wnueu✓n .- .- 1. Will ground water be withdrawn, or will water b dischar ed tound�water. Give general description, purpose, and approximate quantities, if known. H:\Land Use Applications in PDFISEPA Environmental Review Application-Jan201 Ldoc Page 6 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. Agency Comments 2. Could waste,^ materials enter ground or surface waters? If so, generally describe. R FF C E."I'A ! ED DEC o 4 20121 COMMUM W DEVELOPMOU d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: H:Uand Use Applications in PDFISEPA Environmental Review Application-Jan2011.doc Page 7 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: t ciduous tree: alder, maple, aspen, other F J,yergreen tree: fir, cedar, pine, other Sbrubs rass Pasture Crop or grain Wet soilplants: cattail, buttercup, bulrush, skunk cabbage, other Waterplants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? O v T..S° e Z%' c. List threatened or endangered species known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Agency Comments HALand Use Applications in PDFISEPA Enviromnental Review Application-Jan2011.doc Page 8 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: if Hawk, heron, eagle( son birds other: Mam n g: Deer, bear, elk, beaver, of er: Fish: Bass, salmon, trout, herring, shellfish, other: Other: D G" S V- -"4 -/J b. List any threatened or endangered species known to be on or near the site. /VC11 " V-4 157 r c. Is the site part of a migration route? If so, explain. d. Proposed measures to preserve or enhance wildlife, if any: /S7- X7 C,5, 6. Energy and Natural Resources a. What kinds of energy electric atural gas,,joil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used or heatin , manufacturing; etc. Agency Comments H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page 9 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. /11110 , c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: f�� o 1-5 i4 %' C L. -r 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. ///G . 1. Describe special emergency services that might be required. 2. Proposed measures to reduce or control environmental health hazards, if any: Agency Comments H:\Land Use Applications in PDF\SEPA Environmental Review Application-1an201 Ldoc Page 10 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? /VC, -4E, 2. What types anqjcyels of noise would be created by or associated with the project on short-term long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 3. Proposed measures to reduce or control noise impacts, if any: 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? b. Has the site been used for agriculture? If so, describe. Agency Comments HAUand Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 11 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Describe an tructures o the site. d. Will any structures be demolished? If so, what? e. What is the current zoning classification of the site? f. What is the current comprehensive plan designation of the site? g. If applicable, what isXt�he.cuurrrent shoreline master program designation of the site? H:Vand Use Applications in PDFISEPA Environmental Review Application-Jan201 l.doc Page 12 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. `V O i. Approximately how many people wAd,resid �or work in the completed project? 2 <-- - O ,./ �'" f tom',1! h ./:'. „f -,. j. Approximately how many people would the completed project displace? ?P us 47 /.MS, k. Proposed measures to avoid or reduce displacement impacts, if any: 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: �� �!" .�''� ;✓'e" ��./� USA Agency Comments H:\Und Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 13 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. Housing a. A ximately how many units would be provided, if any? Indicate whether high, middle rlow-income housing? b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. c. Proposed measures to reduce or control housing impacts, if any: 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? b. What views in the immediate vicinity would altered r obstructed? 711 H:\Land Use Applications in PDMEPA Environmental Review Application-Jan201 I.doc Page 14 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control aesthetic impacts, if any: 1710 � Aga �t ., 11. Light and Glarea. What What type of light or glare will the proposal produce? What time of day would it mainly occur? /r b. Could light or glare from the finished project be a safety hazard or interfere with views? 1410 c. What existing off -site sources of light or glare may affect your proposal? /VO d. Proposed measures to reduce or control light and glare impacts, if any: VIZ4 H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page 15 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? ' r b. Would the proposed project displace any existing recreational uses? If so, describe. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: I-VIX 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. AO, H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page 16 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. //0'VE. c. Proposed measures to reduce or control impacts, if any: N1IJ 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. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? c. How many parking spaces would the completed project have? How many would the project eliminate? Agency Comments H:V.and Use Applications in PDRSEPA Environmental Review Application-Jan2011.doc Page 17 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 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). ,..-qS1D O�Go�,�oQz,c e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. //T/O f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. J g. Proposed measures to reduce or control transportation impacts, if any: 15. Public Services a. Would the pr9jrcit result in an i ased nee r public services (for examplKre protection olice rotectiori ealth care, s hool , other)? If so, generally describe. H:\Land Use Applications in PDFSEPA Environmental Review Application-Ian201 Ldoc Page 18 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Proposed measures to reduce or control direct impacts on public services, if any. IV�� 16. Utilities a. Circle utilities currently available at the site: electrici , natural ga water, Ffuse services lephone,aiiitary sewer, �...Y �` other: ? ..5 %`0 1�41-e C, "✓3 ,. p`G:@ t,-' 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. Agency Comments H:\[and Use Applications in PMSEPA Environmental Review Application-Jan201 l.doc Page 19 SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? / r/+�<."�.r�/�s�{...+.f..:..•...//tom ��r'"�«-� ��i�%� A°`'��"'t'/i2" �"t � M� v -A aft Proposed measures to avoid or reduce such increases are: 2. How would the proposal .be likely to affe plants, animals, h, or marine life? Z, Proposed measures to protect or conserve plants, animals, fish, or marine life are: H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page 20 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. How would the proposal be likely to deplete energy or natural resources? G�Dr 1Z ,D /t/a >`, Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains,'or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? H:\Iand Use Applications in PDFSEPA Environmental Review Application-Jan201 I.doc Page 21 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Proposed measures to avoid or reduce shoreline and land use impacts are: )25 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal plc o 4 2012 laws or requirements for the protection of the environment. CO�Ajfj�T Pam` D. SIGNATURE n Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Ac l Checklist are true and complete to the best of my knowledge. I understand that the lead agency is relying on them o make its decision. / '" Signature: �°-..•��'� ----. � � �.� Date Submitted: H:\Land Use Applications in PDF\SEPA Enviromnental Review Application-Jan201 Ldoc Page 22 CITY OF TUKWILA Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX- (206) 431-3665 E-mail.- AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I . I am the current owner of the property which is the subject of this application. Ilk, com DE�E OPMENT 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. —Do0 S%,0/ 0/0 0 ,,5-1,10 0 P_ 0 4. Owner grants the City, its employees, agents, engine rs, contractors or other representativ the right to enter upon Owner's real property, located at 144-*7 S67jP° AVE, S, yN: 3S0' .36 gC) —A QC for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. � / EXECUTED at U. W I (city), 1,oA (state), on � _cembe r 20 (Print �4ame) gate Zvi Y C-IUu*L13'7 (Address) .bur U0v: Q �Sr Ito LP o2cco - M- Ras D 4- _z D & ,l4 t a -7 a (Phone dumber) (Signature) On this day personally appeared before me �tC' L to I ' ` Ar' J - to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND S ME ON THIS _ DAY OF X -be C ern 4-Cr , 20 11 '"NOTARY PU�C in and for the State of Washington �.O TA A. residing at / LA � i ~ My Commission expires onCJ H:\Land Use Applications In PDFIS9K!7n4ffAiLT- A w Application-Ian201 l.Doc 4 4 ` CITY OF TUKWIL4 f c--D Department of Community Develp men ���SEPA 6300 Southcenter Boulevard, Tukwila, WA 99s% (ENVIRONMENTAL Telephone: (206) 431-3670 FAA` (206) ZT-3o6� ,uQ g�'I E-mail. znrtin. r 7trktil ilcil A. ac�_v_ G��V REVIEW 1 FOR STAFF USE ONLY Permits Plus :TYPE: P-SEPA Planner: File Number: Application Complete Date: Project File Number: Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 9 L o-r .1 1_A-,?- LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). Oda S .-)':;�/m �/' dal : '/ '% 0 '?- DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Address: �. Z-"r� 4 / ; , _F, f^°' Phone: z!> 6'�`e ,'. FAX: E-mail Signature: T '1 uw =WvAn Date: H:\Land Use Applications In PDRSEPA Environmental Review Application-Jan201 I.Doc �•oul •Aaiddvpj V 6asang SVMI3AYH19Hd3 HSN31NVNd31S � �.. mans 31Hava9odoi W'M '3b JNU 'N£Z dMl '£Z 03S 114 MN 11A MN S� -= � ---- 'g i $ -- ---. ll Ili IN RIO �g- - ----- - -------- - - -- - ----------------- -- ----- .............. --------------- - -'--- / i O -00 ijai JU440"N V 6as:n6 VILMNFLL S sV 11Jn )x= p �°Prnu 0 s m suv u a nmans V aiHava9oaol 'W'M'31F ONM 'N£Z dMl 'EZ 33S 'VA MN IPA MN Ild 3 aDO E/2-009