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HomeMy WebLinkAboutPermit L06-031 - STAUDACHER ROBERT - SHORT PLATSTAUDACHER PRELIMARY SHORT PLAT LAND DIVISION LAND DEVELOPMENT 4020 S 128 ST LO6 -031 • • RECEIVED REOJJEVISTAUDACHER, CPA & ASSOCIATES, PS COMMUNITY UC February 25, 2008 Rebecca Fox City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Rebecca, I am writing to request reinstatement of the Staudacher short plat preliminary approval ( #L06 -31). It is our intent to make all improvements as requested by the City of Tukwila, and continue to development the land for the purpose of building residential housing. There are extenuating circumstances which led to the omission of filing the request for extension. Originally, Jennifer Lee was the Project Manager for this plot, as stated in the letter you forwarded. The letter was sent to the engineering firm to make the proposed changes. After this point, I began working on the project. Pacific Engineering had questions regarding some of the changes and had a difficult time getting a response from the Public Works Department. Nothing was actually resolved and rather then continue to hold up the project we decided to continue with the proposed changes. In August, we received an email (attached) from Pacific Engineering stating the plans and the application form had been complete and upon receiving the Type C permit fee the plans would be submitted to the City of Tukwila for review. At this point we believed everything had been submitted as requested and were just waiting for the plans to be reviewed. I phoned a few times to check on the status of the plans and was told they were still under review. No improvements have been made on the land itself since we did not have approved plans. Pacific Engineering finally received notification at the end of January 2008, from the Public Works Department regarding the permit. It is a unique situation, it has taken a very long time for the plans to be reviewed and at that point the preliminary approval had already expired. With the transition between Jennifer as project manager and myself and I didn't receive the letter stating the due date until you sent it to me. I am new to these processes and learning a lot. I have attached email correspondence from Pacific Engineering. I really believed all had been submitted that was necessary. We have waited so long and the project is becoming very costly. We are anxious to move forward and very much appreciate anything you can do to help us resolve this matter and prevent any further delays. Thank you for consideration. Lily Bonner Robert Staudacher, CPA & Associates 425- 828 -3862 ext 201 CERTIFIED PUBLIC ACCOUNTANT 10510 NE Northup Way, Suite 130 • KIRKLAND, WA 98033 • TEL (425) 828 -3862 ♦ FAX (R771 71R-1040 Lily M. Bonner Joseph M. Hopper, P.E. Project Manager • From: Joe Hopper [jhopper @paceng.com] Sent: Wednesday, July 25, 2007 11:42 AM To: Lily M. Bonner Cc: Bob Staudacher; Greg A. Diener Subject: RE: 07040 - Staudacher plat Pacific Engineering Design, LLC 15445 53rd Ave. South Suite 100 Seattle, WA. 98188 Phone: (206) 431 -7970 Fax: (206) 388 -1648 E -mail: jhopper@paceng.com Web: www.pacenq.com R SIVED FEB 2 7 2008 COMMUNITY OtvtLUIP ENT Page 1 of I Lily & Bob, I have contacted the City of Tukwila Public Works Department on the sidewalk issue several times. I originally talked to Jill Mosqueda and she has since left the city and the project is in the process of being re- assigned to another engineer on staff. Getting any sort of answer has been quite difficult. Jill originally told me that the Preliminary Plat approval was final and that it would be difficult to make changes since the appeal period has passed. She was going to talk to someone on staff and has subsequently quit, that is the main reason we have not received any answers to our question. Hopefully I will be able to talk to someone else on staff to get an answer to your question of omitting the sidewalk on one side of the road and getting a meeting scheduled. I left another message with the Public Works Department this morning, and I hope to hear back from them later today. I will keep you posted on my progress. Lily M. Bonner • • From: Joe Hopper [jhopper ©paceng.com) Sent: Thursday, June 07, 2007 5:02 PM To: Bob Staudacher Cc: Lily M. Bonner; Greg A. Diener: Brian Strandberg Subject: FW: 07040 - Staudacher plat conditions options Attachments: 07040 - revised for rock wall Layoutl (1).pdf; Staudacher Proposal.pdf Bob, Joe Hopper jhopperaoaceng.com From: Brian Strandberg Sent: Thursday, June 07, 2007 11:52 AM To: Joe Hopper Subject: 07040 - Staudacher plat conditions options :�c .d C E1VED FEB Z I LUUd ,,OPAMILN TY ue4ELOPMENIT Page 1 of 1 To keep you updated on our progress, I want to let you know that we have started on the construction drawings for your short plat. I have enclosed a pdf copy of our contract, originals will follow in the mail for your signature. I have also enclosed a pdf drawing of the site plan with some changes (in red) we are proposing based on the Preliminary Plat approval conditions. We will need to slide the south end of the access road about 8 feet west to accommodate a rock wall for grading purposes. Depending on the type of wall materials you choose other than rock will determine the amount of space we will need and thus the distance we will need to move the road. Please review and get back with me tomorrow so we can discuss further. The preliminary approval letter from the City of Tukwilla dated November 07, 2006 has several requirements that must be met before final approval of the plat. Two of these will necessitate changes in the current plat layout. The first is that it is now required to have sidewalks on both sides of Road A. This is a simple fix and will have no affect on the plat layout. The second is that the 8' High Rock wall at Lot 7 (existing house) must be within the building setback line for that lot. In order to get the required clearance, we will need to adjust the entry on 128 to the Northwest to create the required clearance. This will also have the side effect of increasing the size of Lot 6 and 7. We will then adjust the Lot line between lots 1&2 to balance the size of those lots. We can also increase the size of Lot 1 as the Storm water facility will be smaller than the original assumption. Another option would be to use a different wall type such as keystone, lock & load, concrete retaining, timber, etc. This would allow the wall to be placed closer to the existing building. Brian Strandberg Sr. Civil Engineering Technician Pacific Engineering Design, LLC 15445 53rd Ave. South Seattle, Wa. 98188 Phone (206) 431-7970 FAX (206) 388 -1648 http://www.paceng.com Lily M. Bonner Bob From: Bob Staudacher Sent: Wednesday, August 01, 2007 9:53 AM To: Joe Hopper Cc: Lily Bonner (Imb @staudachercpa.com) Subject: RE: 07040 - Staudacher plat Joe, Let's proceed with things the way they are. Did you submit the plans on Monday? From: Joe Hopper [mailto:jhopper @paceng.com] Sent: Thursday, July 26, 2007 10:38 AM To: Bob Staudacher; Uly M. Bonner Cc: Greg A. Diener Subject: RE: 07040 - Staudacher plat Bob, I talked with Dave McPherson, one of the two remaining engineers in the public works department, he may be the reviewer assigned to the project when the drawings are submitted. He told me that the final decision is made by Jim Morrow, the Public Works Director, and that the likelihood of him changing his mind is very slim. He said that we could submit a variance request to the plat conditions but that in all the instances he has seen in the past, this type of request has never been approved. He said you could contact Jim Morrow to discuss this, apply for the variance and/or setup a meeting to discuss. He told me that it might hold a little more weight if you, as the owner /developer of the project, contact Jim instead of myself. I will make my final run through of the plans today and we should be ready to submit tomorrow or first thing next week. Joe Hopper jhopper @paceng.com From: Bob Staudacher [mailto:bob @staudachercpa.com] Sent: Wednesday, July 25, 2007 12:01 PM To: Joe Hopper; Lily M. Bonner Cc: Greg A. Diener Subject: RE: 07040 - Staudacher plat Thanks for the update, Let me know if I should try to call the city as well. What is the status of the plans? Bob From: Joe Hopper [mailto:jhopper @paceng.com] Sent: Wednesday, July 25, 2007 11:42 AM To: Lily M. Bonner Cc: Bob Staudacher; Greg A. Diener Subject: RE: 07040 - Staudacher plat • RECEIVED CCR D '7 limo i COMMUNITY DEVELOPMENT Page 1 of 2 RECEivitty FEB 27 200a Pacific Engineering Design, LLC 15445 53' Ave. South Suite 100 Seattle, WA. 98188 Phone: (206) 431 -7970 Fax: (206) 388 -1648 E -mail: jhopper©pacen..g.Q.Qm Web: www.paceng.com o • Page 2 of 2 C041:.UNITY I have corot`afhy of Tukwila Public Works Department on the sidewalk issue several times. I originally talked to Jill Mosqueda and she has since left the city and the project is in the process of being re- assigned to another engineer on staff. Getting any sort of answer has been quite difficult. Jill originally told me that the Preliminary Plat approval was final and that it would be difficult to make changes since the appeal period has passed. She was going to talk to someone on staff and has subsequently quit, that is the main reason we have not received any answers to our question. Hopefully I will be able to talk to someone else on staff to get an answer to your question of omitting the sidewalk on one side of the road and getting a meeting scheduled. I left another message with the Public Works Department this morning, and I hope to hear back from them later today. I will keep you posted on my progress. Joseph M. Hopper, P.E. Project Manager Lily M. Bonner From: Joe Hopper [jhopper @paceng.com] Sent: Wednesday, August 15, 2007 2:08 PM To: Bob Staudacher, Lily M. Bonner Cc: Greg A. Diener, Jayna Paradise Subject: RE: Staudacher Construction Dwgs Type C Permit Attachments: Cost Estimate.pdf, Fee Estimate.pdf Bob, Enclosed are pdf copies of our Preliminary Engineers Cost Estimate along with the City of Tukwila Type C Permit Fee Estimate Form for your review. We have calculated the permit intake fee to be $4959.50 according to the city's form and based on our cost estimate. Please let me know if you have any questions. Joe Hopper !hop @paceng.com From: Bob Staudacher [mailto:bob@staudachercpa.com] Sent: Tuesday, August 14, 2007 3:16 PM To: Joe Hopper; Lily M. Bonner Cc: Greg A. Diener; Jayna Paradise Subject: RE: Staudacher Construction Dwgs Type C Permit Joe, Do you have a number for me so I can get you a check. Bob From: Joe Hopper [mailto:jhopper @paceng.com] Sent: Friday, August 10, 2007 5:03 PM To: Bob Staudacher; Lily M. Bonner Cc: Greg A. Diener; Jayna Paradise Subject: FW: Staudacher Construction Dwgs Type C Permit Joe Hopper jhopper .,,paceng.com From: Jayna Paradise Sent: Friday, August 10, 2007 9:07 AM To: Joe Hopper Cc: Greg A. Diener Subject: Staudacher Construction Dwgs Type C Permit Joe: • Page 1 of 2 FFR 9 '7 9nnn LVUU COMMUNITY DEVELOPMENT Bob, We are finalizing the documents for the submittal to the City of Tukwila. The plans and the application forms have been completed. We are currently finishing the Engineers Cost Estimate. When we have this completed we will be able to calculate the application review fee. We should have the cost estimate completed early Monday. We will then figure the application fees and let you know what they are. We will need a check from you for those fees at the time we submit the package to the city. to submit the following: FEB 2 7 2008 CU MMWi 6T1G' 1. General application, pgs 1, 3 and 6 only ?€WLP 2. Bulletin A2 -Type C Permit Fee estimate, pg 1 only (This will determine our fees that we need to submit with the dwgs) 3. Check for Fees from Item #2 4. 4 sets of plans 5. PED response letter 6. TIR I will complete the applications. I asked Lori if we need to wetsign the plans, as we have had to do in the past. She wasn't sure and there wasn't an engineer around for her to ask, so she suggested just wetsigning one set of the plans. Public Works has their plan reviews every Wednesday morning, so if we get the plans in before this Wednesday they will get on their next review. Lori indicated that either Dave McPherson or JoAnna Spencer will be the reviewer since Jill Mosqueda is no longer there. Regards, Jayna Paradise Pacific Engineering Design, LLC 15445 53rd Avenue S., Suite 100 Seattle, WA 98188 206.431.7970 phone 206.388.1648 fax www.paceng.com p rip NED Page 2 of 2 Rebecca Fox - Staudacher Short Plato From: Rebecca Fox To: Lily M. Bonner Date: 02/14/2008 9:37 am Subject: Staudacher Short Plat Lily, Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 - 431 -3683 (tel) 206 - 431 -3665 (fax) rfox @ci.tukwila.wa. us • Please provide the letter requesting the reinstatement of your short plat's approval not later than February 25, 2008. For your reference, the attachment has my e-mail of 2/5/08, as well as the preliminary approval letter to Jennifer Lee (11/6/07). Page 1 Rebecca Fox - Staudacher Short Plato From: Rebecca Fox To: Lily M. Bonner Date: 02/05/2008 10:34 am Subject: Staudacher Short Plat Lily, Attached is the preliminary approval letter, originally sent to Jennifer Lee on 11/6/07. As we discussed, please prepare a letter requesting a reinstatement of your short plat's preliminary approval. The letter should detail your intention to follow through with the requirements of the Preliminary Approval, and explain why the improvements have not been made, and why you did not request an extension. At that point, the Planning Division will be able to determine whether it will be necessary to reapply for the short plat. Thank you. Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 206 - 431 -3683 (tel) 206- 431 -3665 (fax) rfox @ci.tukwila.wa.us • 1 Rebecca Fox - staudacherprelimappr1007.doc November 7, 2006 Jennifer Lee, ASLA Project Manager R.W. Thorpe and Associates, Inc. 705 Second Avenue, Suite 710 Seattle, WA 98104 RE: Staudacher Short Plat ( #L06 -031) Dear Ms. Lee: The Short Subdivision Committee has completed review of your short plat application ( #L06 -031). Based on the submittal, preliminary approval of the plans dated August 9, 2006 and September 22, 2006 is granted subject to the conditions stated below. This letter serves as the Notice of Decision per TMC 18.104.170. This decision can be appealed to the Hearing Examiner. Any appeal must be filed before the end of the 21 day appeal period on November 23, 2006. There are three basic steps in the short plat approval process: 1. Preliminary Approval General Conditions The following conditions must be met for preliminary approval. a. Current plans show incorrect rear setbacks for Lot 6. Show the proper rear setback for Lot 6 on both civil and plat maps, and verify that the lot will be buildable. As currently configured, the house on Lot 6 will be limited to 25' wide after setbacks. Consider adjusting the arch of the roadway and Lot 2 to accommodate the setbacks for Lot 6. . b. Rockeries and/or retaining walls over 4 feet high, and/or surcharged, require a separate Building Permit and shall meet setback requirements. The 8' high rockery is shown in the front setback for Lot 7. Please relocate, and show civil and plat maps. Per comment #1 above, consider modifying the arch of the roadway. c. Plans must show the lot and block numbers beginning with "l ." d. Show legal descriptions for the old lots and legal description, access /utility and storm water easements for the new lots on the Plat Map and on all civil plans for Rf Q: \Sta L06-031 \staudacherprel imappr I I.6.07.doc 1 11/07/2006 1 Rebecca Fox - staudacherprelimappr .07.doc use in seeking permits and in construction work. e. Per Comment #4 (Joseph Hopper letter to Rebecca Fox, August 17, 2006), show sidewalks, curb, gutter and streetlights on all plans, and short plat map. Revise Roadway Section AA accordingly. Per Tukwila Public Works Director, curb and gutter shall be located in the right -of -way; sidewalks and street lights may be located on easements. Sidewalks, etc. shall be on both sides of the street. f. Provide the previously submitted landscape /tree replacement plan (signed Stephen Spiedel, dated 4/25/06) at same scale /size as all other plans. Include as PPO9 in the plan set. g. Tree protection shall be required during construction. Provide details of tree preservation and protection to be used during the construction period. An inspection shall be required. h. Per TMC 17.24.010, preliminary approval of a subdivision constitutes approval for the applicant to develop construction plans and specifications. All proposed construction related to the subdivision shall be reviewed, approved and inspected under a Public Works Type C permit. Please contact Jill Mosqueda P.E. at (206)431 -2449, if you have any questions regarding permit requirements for the civil plans. Public Works Comments When addressing the following comments, please refer to TMC 17. 20, the Public Works Development Guidelines and Design and Construction Standards and Public Works Customer Assistance Bulletins available in the Public Works Department at 6300 Southcenter Boulevard, Suite 100, or online at www.ci.tukwila.wa.us . If you have questions about the following comments, please contact Jill Mosqueda P.E. at (206)431 -2449. These comments related to the civil plans prepared by Pacific Engineering Design, dated August 19, 2006 and September 22, 2006: a. Public Works will accept the road, sidewalk and storm drainage system after construction under the Type C permit and following approval by the City Council. b. The roof downspout runoff for each lot must be infiltrated whenever possible. Provide copies of the EPA Falling Head test for each lot or provide a geotechnical recommendation for roof downspout infiltration on each lot. c. Provide complete vault details. d. Provide final TIR. e. For the rights -of -way, provide street lighting plans, signage, and channelization. f. Plans should show US Postal Service approved location for mail boxes. Additional comments: Rf Q:\ StaL06- 03I\ staudacherprelimapprl1.6.07.doc 2 11/07/2006 2 Rebecca Fox - staudacherprelimappr1007.doc c. All utilities shall be underground, per City Ordinance a. Obtain all required permits prior to beginning any construction. b. Install all required site improvements, including water and sewer per the plans dated August 19, 2006 and September 22, 2006, and the short plat application. You will need to provide signed, complete civil plans prepared by a licensed civil engineer. The utilities and storm drainage easements shall be described and labeled on the plans. d. Provide additional details of landscaping over the vault to make the area more inviting as natural play or open space. Consider altering the grading to make this area less steep. Prior to the Final Short Plat, the following shall be addressed. a. Provide lot closure information and metes and bounds legal description of the new lots b. Record the Public Utility/Access and Storm Drainage Easements with King County prior to recording the Final Short Plat Map, and the recording number be shown on the short plat map. c. Provide legal descriptions of old lots and new lots with Utility/Access Easements and Storm Drainage Easements on the final short plat map. d. Tree replacement will be required, and this requirement shall run with the land. Landscape plans shall be tied to the individual house building permits. 2. Final Approval 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, and other required paper work). A financial guarantee must be provided to ensure installation. 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 papers. 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 will sign your short plat. This constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by November 7, 2007, one year from the date of this preliminary approval Rf Q:\ StaL06- 03I\ staudacherprelimapprII.6.07.doc 3 11/07/2006 3 Rebecca Fox - staudacherprelimapprr.07.doc • or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording Sincerely, 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 unfolded short plat to King County. Refer to the Recording Procedures handout. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. 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. Steve Lancaster Chair, Short Subdivision Committee ac. Jim Morrow, Public Works Director Nick Olivas, Fire Chief King County Assessor, Accounting Division Rf Q:\ StaL06- 031 \staudacherprelimappr11.6.07.doc 4 11/07/2006 4 Rebecca Fox - staudacherprelimappr1, • 07.doc • Rf 5 11/07/2006 Q: \StaL06 -03 I \staudacherprelimappr I I.6.07.doc 5 Lily Bonner Robert Staudacher, CPA & Associates 10510 NE Northup Way, Suite 130 Kirkland, WA 98033 February 29, 2008 Dear Ms. Bonner: s Ciiy of Tukwila • Department of Community Development Jack Pace, Director Department of Community Development staff has received your letter of February 25, 2008 requesting the reinstatement of the Staudacher short Plat preliminary approval (L06 -031), which expired on November 7, 2007. In light of the fact that the Public Works permit was not issued until mid - January, 2008 after preliminary approval had expired, the Department of Community Development will allow preliminary approval to be reinstated until November 7, 2008. All improvements that were required in the preliminary approval must be completed by November 7, 2008 (i.e. one year after the original deadline for completing conditions of the preliminary approval.) After that point, the preliminary approval will expire. No further extension will be permitted. If you have questions about this decision, please contact Rebecca Fox, Senior Planner at 206 - 431 -3683 or via e-mail at rfoxna,ci.tukwila.wa.us. Sincerely, J: ck Pace Director, Tukwila Department of Community Development Jim Haggerton, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washiniton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 18, 2008 Joe Hopper Pacific Engineering 15445 53 Ave. S., Suite 100 Seattle, WA 98188 SUBJECT: CORRECTION LETTER #1 Public Works Permit Application Number PW07 -098 Staudacher Short Plat Dear Mr. Staudacher: • • This letter is to inform you of corrections that must be addressed before your permit can be approved. David McPherson, Development Engineer with Public Works and Rebecca Fox, Senior Planner with the Planning Department, have reviewed your application and have attached comments and /or corrections. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans, but requires additional reports or other documentation, please submit four (4) copies of each document. In order to expedite your application, a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the City of Tukwila Public Works Department at (206) 433 -7184. Sincerely, Laurie Werle Permit Technician Enclosures DATE: September APPLICANT: Staudacher Short Plat RE: PW07 -098 ADDRESS: 4020 S. 128` St • • PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Rebecca Fox is the planner assigned to the file and can be reached at 206 - 431 -3683. 1. A landscaping plan must be provided, including landscaping detail over the vault area. 2. Coordinate the landscape plan with the civil plan over the vault area. PLANS REVIEW 1 Project: Staudacher - 7 Lot SPL Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 1/17/08 MI Number: PW07 -098 Reviewer: David McPherson r_ Reference Category Reviewer Review Comments Designer's Reply Item No. 1 Traffic dhm A traffic control plan will be required for construction, per MUTCD. Item No. 2 General dhm See sample plan sheets enclosed - regarding; end of sidewalk, notes, signage, lighting plan, and street & lighting details, etc. - revise your plan as applicable. Item No. 3 Street Lighting dhm Provide street lighting plan, including notes, details, and calculations; see sample plan enclosed. Include locations & types of luminaires, conduit, J- boxes, service cabinet location & information, and Isocandela Diagrams showing lighting patterns. Item No. 4 Street dhm Provide street channelization & signing, as applicable. Item No. 5 Water dhm Provide water plan as approved by K.C. Water Dist. 125 as (For Information Only) Item No. 6 Sanitary Sewer dhm Provide sanitary sewer plan as approved by Val -Vue San. Swr. Dist. as (For Information Only) Item No. 7 Agreements dhm Tumover documents for work completed within the Public right -of -way will include; material list, deed of coneyance of public improvements, and other information to be prepared by Public Works. Item No. 8 General dhm Revise your civil plan sheets per red -lined plan sheets enclosed, as applicable. Item No. 9 Mailbox dhm Provide and show mailbox location & type, as approved by the Postmaster General - see City standard detail RS-6 enclosed & available on the City of Tukwila web -site. Item No. 10 Water Quality dhm Document that the proposed Aqua Swirl meets D.O.E. (or) '98 King County Surface Water Manual Sht. C1 (1 of 9) Cover Sheet dhm Revise plan sheet per red -lined comments - enclosed General dhm Revise Sheet Index as applicable Sht. PP08 Existing Condition Map dhm Add plan sheet and list on sheet index. Sht. C2 (2 of 9) Horizontal Control dhm Revise sheet to match Sheet C1 (1 of 9). Sht. C3 (3 of 9) TESC Plan dhm No comments Sht. C4 (4 of 9) TESC Details dhm No comments Sht. C5 (5 of 9) Grading & Drainage Plan dhm Revise plan sheet per red -lined comments - enclosed PLANS REVIEW 1 PLANS REVIEW 2 Project: Staudacher - 7 Lot SPL Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 1/17/08 MI Number: PW07 -098 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Sht. C6 (6 of 9) Roadway Profile & Details dhm Revise plan sheet per red -lined comments - enclosed Sht. C7 (7 of 9) Roadway Details dhm Revise plan sheet per red -lined comments - enclosed Sht. C8 (8 of 9) Drainage Details dhm No comments Sht. C9 (9 of 9) Vault Details dhm No comments Sht. PPO5 Composite Utility Plan dhm Add plan sheet and list on sheet index. Utilities dhm Show and label sawcuts within existing asphalt streets. Sht. PPO6 Slope Analysis & Tree Clearing Plan dhm Add plan sheet and list on sheet index. General Information Storm Detention Vault dhm Private storm vault will require a separate Building Permit, including Structural design to be reviewed by the Building Department. Contact City of Tukwila Building Department regarding permit requirements. Storm Detention Vault dhm Special inspector required for vault construction PLANS REVIEW 2 Description of Proposal: 7 -lot short plat City oi Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www. ci. tukwila. wa. us MITIGATED DETERMINATION OF NON - SIGNIFICANCE (MDNS) File Number: E06 -009 Applied: 05/01/2006 Issue Date: 11/27/2006 Status: APPROVED Location of Proposal: Address: Parcel Number: Section/Township/Range: Applicant: R.W. THORPE & ASSOC/JENNIFER LEE Lead Agency: City of Tukwila 4020 S 128 ST TUKW 7340600664 Steven M Mullet, Mayor Steve Lancaster, Director The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. The conditions for this SEPA Determination are amended at the end of this document. This MDNS is issued under WAC 197 -11 -350. The conditions are attached. Comments must be submitted by 12_ t 2 f 0 to . The lead agency will not act on this proposal for 14 days from the date below. For a copy of the appeal procedures, contac the City of Tukwila Department of Community Development. Noy zI 203(a Steve Lancaster, Responsible Official Date City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) SEPA Determination Conditions: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hap: / /www. ci. tukwila. wa. us File Number: E06 -009 Applied: 05/01/2006 Issue Date: 11/27/2006 Status: APPROVED 1: 2: Applicant must meet the following conditions: 1) Applicant shall follow recommendations of geotechnical report (Riley Group, 9/9/05); 2) Slope setbacks shall be shown on final plat • Steven M Mullet, Mayor Steve Lancaster, Director November 7, 2006 Jennifer Lee, ASLA Project Manager R.W. Thorpe and Associates, Inc. 705 Second Avenue, Suite 710 Seattle, WA 98104 RE: Staudacher Short Plat ( #L06 -031) Dear Ms. Lee: • Ciiy of Tukwila 1 Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed review of your short plat application ( #L06 -031). Based on the submittal, preliminary approval of the plans dated August 9, 2006 and September 22, 2006 is granted subject to the conditions stated below. This letter serves as the Notice of Decision per TMC 18.104.170. This decision can be appealed to the Hearing Examiner. Any appeal must be filed before the end of the 21 day appeal period.on November 23, 2006. There are three basic steps in the short plat approval process: 1. Preliminary Approval General Conditions The following conditions must be met for preliminary approval. a. Current plans show incorrect rear setbacks for Lot 6. Show the proper rear setback for Lot 6 on both civil and plat maps, and verify that the lot will be buildable. As currently configured, the house on Lot 6 will be limited to 25' wide after setbacks. Consider adjusting the arch of the roadway and Lot 2 to accommodate the setbacks for Lot 6. . b. Rockeries and/or retaining walls over 4 feet high, and/or surcharged, require a separate Building Permit and shall meet setback requirements. The 8' high rockery is shown in the front setback for Lot 7. Please relocate, and show civil and plat maps. Per comment #1 above, consider modifying the arch of the roadway. c. Plans must show the lot and block numbers beginning with "1." d. Show legal descriptions for the old lots and legal description, access /utility and storm water easements for the new lots on the Plat Map and on all civil plans for use in seeking permits and in construction work. Rf 1 11/06/2006 n.kct.r 116A'111etm�Aa�hn• 1 !. M An, �•�i.n n__'.z __�.__ •_.. -_.. ...ww _ .n..• _ .•_ ••• .. ... .. .. ••• Steven M. Mullet, Mayor e. Per Comment #4 (Joseph Hopper letter to Rebecca Fox, August 17, 2006), show sidewalks, curb, gutter and streetlights on all plans, and short plat map. Revise Roadway Section AA accordingly. Per Tukwila Public Works Director, curb and gutter shall be located in the right -of -way; sidewalks and street lights may be located on easements. Sidewalks, etc. shall be on both sides of the street. f. Provide the previously submitted landscape /tree replacement plan (signed Stephen Spiedel, dated 4/25/06) at same scale /size as all other plans. Include as PPO9 in the plan set. Tree protection shall be required during construction. Provide details of tree preservation and protection to be used during the construction period. An inspection shall be required. h. Per TMC 17.24.010, preliminary approval of a subdivision constitutes approval for the applicant to develop construction plans and specifications. All proposed construction related to the subdivision shall be reviewed, approved and inspected under a Public Works Type C permit. Please contact Jill Mosqueda P.E. at (206)431 -2449, if you have any questions regarding permit requirements for the civil plans. Public Works Comments When addressing the following comments, please refer to TMC 17.20, the Public Works Development Guidelines and Design and Construction Standards and Public Works Customer Assistance Bulletins available in the Public Works Department at 6300 Southcenter Boulevard, Suite 100, or online at www.ci.tukwila.wa.us . If you have questions about the following comments, please contact Jill Mosqueda P.E. at (206)431- 2449. g. These comments related to the civil plans prepared by Pacific Engineering Design, dated August 19, 2006 and September 22, 2006: a. Public Works will accept the road, sidewalk and storm drainage system after construction under the Type C permit and following approval by the City Council. b. The roof downspout runoff for each lot must be infiltrated whenever possible. Provide copies of the EPA Falling Head test for each lot or provide a geotechnical recommendation for roof downspout infiltration on each lot. c. Provide complete vault details. d. Provide final TIR. e. For the rights -of -way, provide street lighting plans, signage, and channelization. f. Plans should show US Postal Service approved location for mail boxes. Additional comments: a. Obtain all required permits prior to beginning any construction. Rf 2 11/07/2006 Q : \StaL06 -031 \staudacherprelimappr l 1.6.07.doc 1 • • b. Install all required site improvements, including water and sewer per the plans dated August 19, 2006 and September 22, 2006, and the short plat application. You will need to provide signed, complete civil plans prepared by a licensed civil engineer. The utilities and storm drainage easements shall be described and labeled on the plans. c. All utilities shall be underground, per City Ordinance d. Provide additional details of landscaping over the vault to make the area more inviting as natural play or open space. Consider altering the grading to make this area less steep. Prior to the Final Short Plat, the following shall be addressed. a. Provide lot closure information and metes and bounds legal description of the new lots b. Record the Public Utility/Access and Storm Drainage Easements with King County prior to recording the Final Short Plat Map, and the recording number be shown on the short plat map. c. Provide legal descriptions of old lots and new lots with Utility/Access Easements and Storm Drainage Easements on the final short plat map. d. Tree replacement will be required, and this requirement shall run with the land. Landscape plans shall be tied to the individual house building permits. 2. Final Approval 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, and other required paper work). A financial guarantee must be provided to ensure installation. 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 papers. 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 will sign your short plat. This constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by November 7, 2007, 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. Rf 3 11/06/2006 Q: \StaL06 -03 I \staudacherprelimappr 11.6.07.doc 3. Recording Sincerely, • • 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 unfolded short plat to King County. Refer to the Recording Procedures handout. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. 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. Steve Lancaster Chair, Short Subdivision Committee cc. Jim Morrow, Public Wgfks Directo Nick Olivas, Fire Chief King County Assessor, Accounting Division Rf 4 1 0/19/2006 Q:1 StaL06- 0311staudacherprelimappr.doc Project: at al Address: /2 0 ot cfp -tc. Date transmitted: - ( o 6 Response requested by /O / i e l (o Staff coordinator: e- Ffecc#., x Date response received: Lott Cii of Tukwila Department of Community Development ❑ Building ❑ Planning ❑ Public Works DRC review requested Plan submittal requested Pevis ) File Number L0ly - 0 3 1 LAND USE PERMIT ROUTING FORM ❑ Police Dept. ❑ Parks /Rec COMMENTS pi $ r e ,/, ew p r? + pre- 11 .► -, ,.-+ ex- i et y f p ro Va-e - r / f j2e c112¢.4-- f' f' a 2 S H Gam' F' U S" �-- jojr P rr,er∎ tr 19 e e n , pl c,Or ar41 c41, e'Spec 11 hi 1an approved Comments prepared by Project: x Address: � 2 E S Date transmitted: ` , / o Response by i © ► o J 06, Staff coordinator: (ve Date response received: LAND USE PERMIT 2,n �/i s io City of Tukwila Department of Community Development ROUTING FORM TO ❑ Building ❑ Planning )4, Public Works ❑ Fire Dept. ❑ Police Dept. ❑ Parks /Rec COMMENTS 1 c re 101 ? ) D. 4\9.r +z2 / 1' a-ry af2 f,a o e. ❑ DRC review requested ❑ Plan submittal requested File Number LOG - 031 RECEIVED SEP 2 6 2006 TUKWILA PUBL'n WORKS i" Plan approved Plan check date: /0 •o9•ob Comments prepared by: / Project i - TA--t) ot elve) Address: Date transmitted: C I 2 - (.7 & Response requested b oi, o Staff coordinator: ( - 1 _ . izelecce„, 1..-0.,c_ a e received LAND USE PERMIT ROUTING FORM TO: 0 Building (Planning El Public Works 0 Fire Dept. El Police Dept. CI Parks/Rec plea c t reAnerto, Is et 1, p ref An a. er 0 v14-1. 8, LI DRC review requested City of Tukwila Department of Community Development COMMENTS f r-Fitvcr beAst 0 Plan submittal requested File Number L-06 -03( CI Plan approved Plan check date: Comments prepared by: 03/1094 I I • I I ACIFIC 4NGINEERING L_JESIGN , CIVIL ENGINEERING AND PLANNING CONSULTANTS September 22, 2006 Ms. Rebecca Fox City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Staudacher Short Plat PED Job No.: 05099 City of Tukwila #L06 -031 Dear Rebecca: We have revised the engineering plans for the project referenced above in accordance with your comment letter dated September 18, 2006. Enclosed are the following documents for your review and approval. • 5 sets of revised engineering plans. • 1 copy of the original "red line" comments cr ry o SEP 2 2 2006 P eRmirceNTER 1. Refer to red line on Sheet PP02 (attached) for the area to be signed "No Parking" The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: RESPONSE: "No Parking" notes are added to the plan along the south side of Road A, as noted on the red line plan. 2. The fire hydrant on sheet PPO5 should be relocated to the south side of road "A ". This will place the fire hydrant within the "No Parking" area. RESPONSE: The fire hydrant is relocated to the south side of Road A to be within the "No Parking" area, as noted on the red line plan. .paceng.com 15445 53RD AVENUE SOUTH, SEATTLE, WA 98188 FAX 208 388-1648 PHONE 425 251-8811 206 431-7970 Ms. Rebecca Fox City of Tukwila • • We believe that the above responses, together with the enclosed revised plans address all of your comments. Please review and approve this project at your earliest convenience. If you have questions, comments, or need additional information, please contact me at your convenience. Thank you. Respectfully, seph M. Hopper, PE Project Manager Enclosures: 5 sets of revised engineering plans 1 copy of original "red line" comments cc: Jennifer Lee, R.W. Thorpe and Associates September 22, 2006 05099 Staudacher Short Plat Pacific Engineering Design, LLC Page 2 of 2 P: (Project FilesI05099 Staudacher Short PIat\ResponseslReview Response #2.doc September 18, 2006 1 City of Tukwila Department of Community Development Steve Lancaster, Director Joseph M. Hopper, PE Project Manager Pacific Engineering Design LLC 15445 53 Avenue S. Seattle, WA 98188 RE: Staudacher Short Plat (L06 -031) Dear Mr. Hopper: Rf City staff has reviewed the revised Staudacher Short Plat materials (L06 -013) application materials, and has made the following comments: 1) Refer to red line on Sheet PPO2 (attached) for the area to be signed "No Parking;" 2) The fire hydrant on Sheet PP05 should be relocated to the south side of road "A." This will place the fire hydrant within the "No Parking" area. Please revise the sheets to address these comments, and provide this information at your earliest convenience. Once revised materials are provided, staff can complete review of your application for a short plat and it can be considered for Preliminary Approval. If you wish, you may contact me by phone at 206 - 431 -3683, or rfox @,ci.tukwila.wa.us Sincerely, A brGsL.-7%‘‹ Rebecca Fox Senior Planner Enc. c.c. Jennifer Lee 1 09/18/2006 Steven M. Mullet, Mayor 1 nn Cn 1r thndriJt`erVV- MYI i.J ftizTl . T,L..rfla Minch in rrtn n 01211212 . Dhn 111A_4?1_ 2l.7n . C..... ?nA A 21 ?l.l.G Project: ) -~ P (E,a, . d^ CA e.‘ St., o Address: 12 t� 4 1 O f F' r.- S' A,,,„ Date transmitted: g1 1 O' Response requested by mi l ' l i 0 6 Stan coordinator: k e"c e- .t.-- F X Date response received: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO a Building [i] Planning Itiliublic Works Fire Dept. ❑ Police Dept. ❑ Parks /Rec 5e. v,L Lim aye gm* Q ©2 -Ccor a.m.. + L. S i sru � �• 140 tiAckl " 460 '‘ -. I S W∎ \A f A L. R c+e r+`9 tt i N N 0 ..ikr +i v, ALL Roe k. a cs Skit. 11 lyt w (50 - Fci -1. c..fi. DRC review requested COMMENTS Plan submittal requested Plan approved Plan check date: �. gl-toco Comments prepared by: A3/14194 Project: 54._ C i j c 1 A al e-( 4k (.1_,_ 1 (G{ Address: S , 1 4 9 - 0 011/ transmitted: Dat I f 0(o Response requested by Staff 12 n i e coordinator. i`—e. j O Date response received: City of Tukwila Department of Community Development oCc ❑ DRC review requested COMMENTS CI Plan submittal requested File Number Lob -o LAND USE PERMIT ROUTING FORM TO: ❑ Building ❑ Planning )(public Works e Dept. ❑ Police Dept. ❑ Parks /Rec RECEIVED AuG 2 1 2006 THKIAiii A PUBLIC WORKS s!4 Plan approved Plan check date: Comments prepared by: Rebecca, Projects /L06 -031 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila us Development Guidelines and Design and Construction Standards Permit #: L06 -031 Project Name: Staudacher Short Plat Project Address: 4020 S. 128 St. Review #: 2 Date: 08.29.06 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding the above permit application. Please contact Jill Mosqueda P.E. at 206.431.2449, if you have any questions. Per TMC 17.12.020 C. , the information provided by the Applicant shows that: 1. Appropriate provisions consistent with current Public Works standards can be made for water, sewer, storm drainage, erosion prevention and sanitary sewage disposal, 2. Appropriate provisions consistent with current Public Works Standards can be made for road, utilities and other improvements, 3. Appropriate provisions can be made for dedications, easements, and reservations, 4. Appropriate provisions can be made for maintenance of commonly owned private facilities. Therefore, Public Works has no comments on the short plat. Please include the following condition in the Preliminary Approval Conditions. Any change to the following requires approval from the PW engineer: Per TMC 17.24.010, preliminary approval of a subdivision constitutes approval for the applicant to develop construction plans and specifications. All proposed construction related to the subdivision shall be reviewed, approved and inspected under a Public Works Type C permit. Please contact Jill Mosqueda P.E. at 206.431.2449, if you have any questions regarding permit requirements for the civil plans. 1 Rebecca, With the PRELIMINARY APPROVAL letter to the Applicant, please provide the following as a service (FYI) to the Applicant. These are not conditions of preliminary approval. Any change to the following requires approval from the PW engineer. The following is directed to the Applicant and the Applicant's engineer. When addressing the following comments, please refer to TMC 17. 20, the Public Works Development Guidelines and Design and Construction Standards and Public Works Customer Assistance Bulletins available in the Public Works Department at 6300 Southcenter Boulevard, Suite 100, or online at www.ci.tukwila.wa.us . If you have questions about the following comments, please contact Jill Mosqueda P.E. at 206.431.2449. Related to the civil plans prepared by Pacific Engineering Design, dated 08.19.2006: a) Public Works will accept the road, sidewalk and storm drainage system after construction under the Type C permit and following approval by the City Council. b) The roof downspout runoff for each lot must be infiltrated whenever possible. Provide copies of the EPA Falling Head test for each lot or provide a geotechnical recommendation for roof downspout infiltration on each lot. Projects /L06 -031 2 PACIFIC gNGINEERING DEIGN LLC CIVIL ENGINEERING AND PLANNING CONSULTANTS August 17, 2006 Ms. Rebecca Fox City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Staudacher Short Plat PED Job No.: 05099 File #L06 -031 Dear Rebecca: We have revised the engineering plans for the project referenced above in accordance with your comment letter dated July 19, 2006. Enclosed are the following documents for your review and approval. • 5 sets of revised engineering plans. • 5 copies of the Preliminary TIR The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Slope Calculation: 1. Express slope as a function of V :H Add this information as an additional column in the "Surface Slope Data" table on sheet PP05. RESPONSE: Additional information stating the slopes as a function of V:H is added to the table on sheet PP06. Site Layout RESPONSE: Frontage improvements are shown on the plans per Public Works comments "Civil Plans #3 ". Minimum lot sizes and setbacks are in compliance with City of Tukwila code. RECEIVED AUG 1 7 2006 COMMUNITY DEVELOPMENT 2. Lot sizes shall take into account access road standards and associated improvements as referenced in Public Works comments "Civil Plans #3." The minimum lot size and setbacks must be met per Code. www. paceng . com 15445 53R0 AVENUE SOUTH, SEATTLE, WA 98188 FAX 208388=164S PHONE 425 251-8811 208 431-7970 Ms. Rebecca Fox City of Tukwila • • August 17, 2006 05099 Staudacher Short Plat 3. Provide lot area, lot line dimensions and average widths for each lot. Show expected locations of future buildings and driveways with setbacks. Lots 1, 2, 3 and 7 have a second front yard to be included in the calculations. RESPONSE: Lot areas, dimensions and average widths are shown on the plans. Approximate locations of future buildings and driveways are shown. A second front setback is shown for lots 1, 2, 3 and 7. 4. All dwellings are required to have two off - street parking places, including Lot 7 when the garage is removed. RESPONSE: All dwellings will have two off street parking spaces, in the garages and /or the driveways. Lot 7 will have two parking spaces in the driveway. 5. Any retaining wall or rockery will require a separate building permit if it is greater than four feet high and/or surcharged. Retaining walls or rockeries should not be constructed on lot lines. RESPONSE: It is noted that a separate building permit will need to be obtained for all rockeries higher than 4 -feet. Rockeries are not proposed to be constructed on lot lines. 6. Fire hydrants are required to be located within 150 feet of all structures as measured by vehicular travel. Show location of existing and proposed fire hydrants to serve the site. RESPONSE: Existing and proposed hydrant locations are shown on the plans. The hydrants are located within 150 -feet of all structures. Public Works Project Review Comments provided by L.Jill Mosqueda, P.E. General 1. For short plat standards please refer to the preapplication checklist (PRE05 -021) from 06.09.2005, to TMC 17.20, and to TMC 11. RESPONSE: The plans are revised to reflect development requirements within TMC 17.20 and TMC 11. 2. All survey data must use NAVD 1988 and NAD 83/91. RESPONSE: The City of Tukwila and King County do not have adequate survey controls in the area for surveying purposes. Center Pointe Surveying used a Federal Way benchmark in the vicinity of their office as a starting point for their GPS surveying equipment and performed the site survey using that datum. An adjustment to NAVD 1988 and NAD 83/91 can be performed if necessary, but the site survey has been Pacific Engineering Design, LLC Page 2 Response to July 19 City of Tukwila Review.doc Ms. Rebecca Fox City of Tukwila • • August 17, 2006 05099 Staudacher Short Plat left in its native NGVD 1929 elevations. If you have additional questions please contact Jeff Kieswetter at Centre Pointe Surveying (253) 661 -1901 Civil Plans 3. Provide frontage improvements per the preapplication checklist. RESPONSE: Frontage improvements are shown on the plans. 4. TMC 17.20 contains standards for access roads internal to a short plat. The Public Works Director has reviewed your short plat layout and will not approve the "road" shown on the plat. Per the Director, the plat shall have an internal street that meets TMC 17.20 (5 -9 lot short plat), including 28 feet of paved right -of -way (face -of -curb to face -of- curb), curb, gutter, five-foot sidewalks (both sides), drainage, and street lights. The curb, gutter, sidewalk, and streetlights shall be on both sides of the paved right -of- way and may be placed on easements. The 28' paved internal road will be turned over to the City. RESPONSE: The internal road is modified to provide 28 -feet of pavement from face -of- curb to face -of -curb, meeting TMC 17.20. 28 -feet of right -of -way will be dedicated to the City of Tukwila. The curb, gutter, sidewalk and streetlights are placed within easements outside the 28 -foot right -of -way. 5. The internal street shall be a through street. All lots shall access onto the internal street. RESPONSE: The internal street is modified to be a through street. All lots except Lot 7 are shown to access the internal street. The existing house on Lot 7 will remain in place, and already gets access from S. 128 St. It is proposed that access for Lot 7 will remain as it currently exists. 6. Sheet PP01 mentions a Federal Way benchmark. Are you sure? RESPONSE: The Federal Way benchmark is used for GPS purposes and is correct. The City of Tukwila and King County do not have adequate survey controls in the area for surveying purposes. Center Pointe Surveying used a Federal Way benchmark in the vicinity of their office as a starting point for their GPS surveying equipment and performed the site survey using that datum. If you have additional questions, please contact Jeff Kieswetter at Centre Pointe Surveying (253) 661 -1901 7. Please note that additional impervious surfaces in the right -of -way and the new 28 feet of paving will require detention/water quality per the 1998 King County Surface Water Design Manual. See Surface Water comments. RESPONSE: The revised impervious surfaces are accounted for in the revised storm drainage calculations. Pacific Engineering Design, LLC Page 3 Response to July 19 City of Tukwila Review.doc Ms. Rebecca Fox City of Tukwila Surface Water w August 17, 2006 05099 Staudacher Short Plat 8. The preliminary size of the detention/water quality facility seems to be sized correctly based on assumptions for on site changes and assuming that the internal road would be privately - owned. RESPONSE: The detention /water quality facility has been revised to account for additional impervious areas resulting from the site plan changes requested. 9. The detention/water quality for the onsite improvements shall be separate from the right - of -way surface water facilities. Therefore, the onsite detention facility may be resized to account only for the onsite impervious surfaces. RESPONSE: The on -site detention facility is revised to account for on -site improvements. 10. A downstream drainage problem exists and involves surcharging of downstream catch basins. The engineer should contact John Howat, Surface Water Superintendent, 206.433.1860, to address this problem. The engineer shall include a written summary of the meeting and of any downstream problems and any actions needed to address the problems. RESPONSE: A telephone conversation took place on Wednesday August 9, 2006 with John Howat, the Surface Water Superintendent. John informed us that the only concern he had for this project site was in confirming the size of the existing culvert to which the proposed drainage system is connected. He wanted to verify prior to constructing the proposed drainage system that the culvert is a 12 -inch pipe. If the pipe diameter is less than 12- inches, it will have to be upgraded to 12- inches. Visual inspection of the pipe confirms that it is 12- inches in diameter, and notes for the contractor to verify the pipe size prior to construction will be placed on the final engineering documents. One business downstream of the project site has previously complained about flooding, but according to John this is a separate issue relating to a sump pump system and is not directly related to the upstream drainage basin for that site. 11. Section 1.2.6 of the TIR says drainage systems will be conveyed to the City. Only the drainage systems in the right -of -way will be conveyed to the City. Drainage systems for the new lots will remain the property of the homeowners. These systems will remain private. Amend the TIR. RESPONSE: The TIR is amended noting that the drainage systems for the new lots, roof drains, etc., will remain the property of the homeowners. Pacific Engineering Design, LLC Page 4 Response to July 19 City of Tukwila Review.doc • Ms. Rebecca Fox City of Tukwila August 17, 2006 05099 Staudacher Short Plat 12. Section 1.2.8 of the TIR says roof drains will be tight lined. No mention was made about the possibility of infiltration of some or all of this runoff. This is okay for the short plat preliminary approval. The application for the public works permit to install the infrastructure must include investigation of the potential of infiltration. RESPONSE: Comment noted. The possibility of infiltrating the roof drains will be investigated during the construction document phase of the project. 13. Provide two cross - sections. One cross section running north to south from the northern property line to the southern property line (at S. 128 Street), the second running east to west from proposed lots 5 and 6 to 40 Avenue S. Both cross sections must include the detention,facility. RESPONSE: Two site cross sections are provided on the plans, see sheet PPO4. 14. Please know that detention vaults can not be above ground. Please refer 10 TMC 14 and the Development Guidelines and Design Construction Standards, available on the City of Tukwila Webster. RESPONSE: The detention vault is not proposed to be placed above ground. 15. Please know that this project will require an NPDES construction permit from DOE. RESPONSE: Comment noted. An NPDES permit will be obtained prior to the start of construction. We believe that the above responses, together with the enclosed revised plans address all of your comments. Please review and approve this project at your earliest convenience. If you have questions, comments, or need additional information, please contact me at your convenience. Thank you. Respectfully, Joseph M. Hopper, PE 1 Project Manager Enclosures: 5 sets of revised engineering plans 5 copies of the Preliminary TIR cc: Jennifer Lee, R.W. Thorpe and Associates Pacific Engineering Design, LLC Page 5 Response to July 19 City of Tukwila Review.doc • • To: File From: Rebecca Fox Subj: L06 -031 Staudacher Road Improvements Date: August 3, 2006 Sidewalk and streetlights may be placed easement. Curb & gutter shall be on both sides of right -of -way, not in easements. Refer to e -mail from Jill Mosqueda w /info from Jim Morrow. Jill will clarify with engineer when she speaks w/him. Incorrect info sent to applicant. (See attached) Site Layout • City of Tukwila Jennifer Lee, ASLA R.W. Thorpe and Associates 705 2 Ave., Suite 710 Seattle, WA 98104 July 19, 2006 RE: Staudacher Short Plat (File #L06 -031) Dear Ms. Lee: Department of Community Development Steve Lancaster, Director City staff have completed an initial review of your application for a 7 -lot short plat located at 4020 S. 128 Street, Tukwila, Washington. Please address the following comments and provide additional information as requested. The attached sheets include comments from the Public Works Department. You may contact Jill Mosqueda, P.E. directly at 206 -431- 2449 to discuss these issues. Additional comments are as follows: Slope Calculation: 1. Express slope as a function of V: H. Add this information as an additional column in the "Surface Slope Data" table on sheet PPO5. 2. Lot sizes shall take into account access road standards and associated improvements as referenced in Public Works comments "Civil Plans #3." The minimum lot size and setbacks must be met per Code. 3. Provide lot area, lot line dimensions and average widths for each lot. Show expected locations of future buildings and driveways with setbacks. Lots 1, 2, 3, and 7 have a second front yard to be included in the calculations. 4. All dwellings are required to have two off - street parking places, including Lot 7 when the garage is removed. 5. Any retaining wall or rockery will require a separate building permit if it is greater than four feet high and/or surcharged. Retaining walls or rockeries should not be constructed on lot lines. Rf Q: \StaL06 -031 \Commentletter# 1.doc 1 19- Jul -06 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Fire Protection: Sincerely, Rebecca Fox Senior Planner Enc. Cc/ Jill Mosqueda Don Tomaso • 1 6. Fire hydrants are required to be located within 150 feet of all structures as measured by vehicular travel. Show location of existing and proposed fire hydrants to serve the site. Staff is available to discuss these comments with you. Please contact me at 206 - 431 -3683 or via e-mail at rfox@ci.tukwila.wa.us if you would like to set up meeting. Rf 2 19 -Jut -06 Q: StaL06- 031 1Commentletter# 1.doc • • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: L06 -031 Short Plat Project Name: Staudacher Short Plat 4020 S. 128 St Review #: 1 Date: 7/19/06 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding the above permit application. Please contact me at 206.431.2449, if you have any questions. GENERAL 1. For short plat standards please refer to the preapplication checklist (PRE05 -021) from 06.09.2005, to TMC 17.20, and to TMC 11. 2. All survey data must use NAVD 1988 and NAD 83/91. CIVIL PLANS � 3. Provide frontage improvements per the preapplication checklist. V 4�, TMC 17.20 contains standards for access roads internal to a short plat. The Public 0( /e W orks Director has reviewed your short plat layout and will not approve the "road" G yes shown on the plat. Per the Director, the plat shall have an internal street that meets TMC 17.20 (5 -9 lot short plat), including 28 feet of paved right -of -way (face -of -curb to face -of- curb), curb, gutter, five -foot sidewalks (both sides), drainage, and street lights. Th urb, gutte 'dewalk, and streetlights shall be on iv i,p .iight- of -way an may be placed o easements. The 28' paved internal road wi11be turned over to the City. 9( Q: \StaL06- 031 \J i l lcom 7.13.06.ao 1 • • 5. The internal street shall be a through street. All lots shall access onto the internal street. 6. Sheet PPO1 mentions a Federal Way benchmark. Are you sure? 7. Please note that additional impervious surfaces in the right -of -way and the new 28 feet of paving will require detention/water quality per the 1998 King County Surface Water Design Manual. See Surface Water comments. SURFACE WATER 8. The preliminary size of the detention/water quality facility seems to be sized correctly based on assumptions for on site changes and assuming that the internal road would be privately— owned. 9. The detention/water quality for the onsite improvements shall be separate from the right -of -way surface water facilities. Therefore, the onsite detention facility may be resized to account only for the onsite impervious surfaces. 10. A downstream drainage problem exists and involves surcharging of downstream catch basins. The engineer should contact John Howat, Surface Water Superintendent, 206.433.1860, to address this problem. The engineer shall include a written summary of the meeting and of any downstream problems and any actions needed to address the problems. 11. Section 1.2.6 of the TIR says drainage systems will be conveyed to the City. Only the drainage systems in the right -of -way will be conveyed to the City. Drainage systems for the new lots will remain the property of the homeowners. These systems will remain private. Amend the TIR. 12. Section 1.2.8 of the TIR says roof drains will be tight lined. No mention was made about the possibility of infiltration of some or all of this runoff. This is okay for the short plat preliminary approval. The application for the public works permit to install the infrastructure must include investigation of the potential of infiltration. 13. Provide two cross - sections. One cross section running north to south from the northern property line to the southern property line (at S 128 Street), the second running east to west from proposed lots 5 and 6 to 40 Av. S. Both cross sections must include the detention facility. 14. Please know that detention vaults can not be above ground. Please refer to TMC 14 and the Development Guidelines and Design and Construction Standards, available on the City of Tukwila Webster. 15. Please know that this project will require an NPDES construction permit from DOE. Q:\StaL06-031\Jillcorn7.13.06.doc 2 Rebecca Fox - Re: Short plats and Public Roads Page 1 From: Jim Morrow To: Jill Mosqueda Date: 7/12/06 10:15AM Subject: Re: Short plats and Public Roads Thanks. Pretty close. I would allow just the sidewalks and street lighting on easements. Curb and gutter needs to be part of the right -of -way. We can look at each one on a case by case basis for possibly putting sidewalks on one side, but we will not offer anything less than the standards. Please emphasize the standards and do not offer to consider anything Tess. »> Jill Mosqueda 07/11/06 10:18AM »> Here is a summary of what I think you said yesterday in our meeting with Nora and Rebecca. I am following up so that all three of the Dev. Engineers will be on the same page. Please respond with comments or with your concurrence. Thanks 1. For short plats, all roads shall meet TMC 17.20, a) 28 -36 feet of paving, b) curb, gutter, sidewalks on both sides, and c) street lighting. 2. PW will accept turnover of the paved travel lanes. 3. The curb, gutter, sidewalks and street lighting may go on easements. 4. Dev. Engr. will not tell applicants that they can request a break on the TMC 17.20 standard. L. Jill Mosqueda P.E. Project: aa AtcALi C1torf e►4J . Address: /' - T02e S. I2$ Date transmitted: !0 2 04P Response requested by: Date response received: 6 2 /I0fo c /22/ D Staff coordinator: Fe be CC-at *Fo c TO: City of Tukwila Department of Community Development X.Building - Planning Plan check date: COMMENTS PI S rio>k . cf. (Attach additional comment sheets and/or support materials as needed.) O g— Comments prepared by: Update date: File Number Lob-03 j LAND USE PERMIT ROUTING FORM ' Public Works Fire Dept. -. Police Dept. Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Project: Shi")da shot♦- Pia f Address: 4 020 5. 12$ S+, Date Response transmitted: 5 26, O(o requested by: Date response ° Zi / O (� Staff coordinator: Re6ecc,- FOX received: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: Building Planning REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Plan check date: 06 o COMMENTS (Attach additional comment sheets and/or support materials as needed.) Comments prepared by: ublic Works RECEIVED MAY 2 6 2666 TUKVVILA PUBLIC WORKS File Number L 06 - 03 1 s P Fire Dept. Police Dept. • Parks /Rec pdate date: Project: 54 da Cher S1, Plaf Address: 4 020 5 . 12$ S Date transmitted: 5124 I O(o Response requested by: I D b ( 012- 1 Staff coordinator: g e, 7e cCex, FOX Date response received: TO: —j Building City of Tukwila Department of Community Development Planning _ Public Works File Number L. 06 - 031 LAND USE PERMIT ROUTING FORM Fire Dept. - Police Dept. Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Plan check date: ,5 = 30 - 0(7 COMMENTS (Attach additional comment sheets and/or support materials as needed.) /1)WIW‘tiva- u);61 o' acceS3 eokd re9 io -fo S . D.0 v P;rc Ii ydfreivi re�,r -k . -e. u;-%1.'0, /SO -P1- O 411 J tv,G 4.P .i ►y eas by to. /lat- 41C%v 1 - Comments prepared by: Update date: Project: S4 4 d a.Ghe r Si.,0ri- Pia1 Address: 1 102o 5• l2$4:" S Date transmitted: 5124 I Oho Response requested by: (01 Staff coordinator: RC6e Lett- FOX Date response received: TO: _ Building — Planning o City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Plan check date Public Works COMMENTS (Attach additional comment sheets and/or support materials as needed.) i' �n %°`( nM Comments prepared by: Fire Dept. File Number L Police Dept. Parks /Rec Update date: To: From: RE: Date: Steve L. Rebecca F. Staudacher 7 -lot Short Plat (4020 S. 128 Access Road Standards June 27, 2006 Background: At the 7/05 preapp meeting, staff requested a "loop" road from S. 128 to 40 Ave. S. In response, the applicant revised the layout, but is proposing a loop with a hammerhead turn- around in roughly the center,. and a narrower "emergency access" road from the hammerhead to 40 Ave. S. All lots will routinely access from S. 128 The entire proposed roadway is narrower than code permits. The entire loop road has a 28' right -of -way with a sidewalk on one side. From S. 128 to the hammerhead, 20' of pavement (including gutter) is proposed. From the hammerhead to 40 S. , 15' of pavement is proposed as "emergency access" for lots 1, 3, and 4. The code calls for an "access road" w/a 50 -60 ft. right of way, and 28 -36 feet of roadway pavement What width and configuration shall be required for the roadway? Code Requirements: • Public Access Road o 50 -60' ROW o 28 -36' roadway pavement • Private Access Road (serve 4 lots or <, or not more than 200' in length. Those longer than 150' in length require a turnaround.) o 20' ROW ✓r) v at Po o 20'paved DC roposes 35' or 40' ROW, including: • 28' pavement including gutter • 6' (or 12') Sidewalk 1 or 2 sides....6 or 12' • 1' Curb (.5' each side) Applicant proposes -- 28 ` total ROW (A -A) including: • 20' pavement, including 2' gutter (1' each side) • 5' sidewalk (one side only) • 1' curb (.5' on each side) • 2' ROW w /no specific feature indicated • 20' utilities easement (10' each side) Applicant proposes -- 28' total "access tract" (B -B) including: • 15' pavement including 3' slanting, gutterlike area GX le --ife-r 3. "'" (� Cr ti4 h4 C G l�as� uGcQ.l ) Zg + 1 41- W4 J1 Loop Roadway configuration and function • Loop road desired! Requested at pre -app meeting and not adequately provided • Roadway currently has hammerhead, and doesn't function as true loop road connecting 128 and 40 Avenue South for everyday use • Past hammerhead, roadway is narrow and serves only as emergency • Lots 1,3,4 will use "narrow" access tract for emergency only to S. 40th. They will use the road to S. 128 for normal access • If roadway went all the way thru from S. 128 to 40 Ave. S., no hammerhead would be needed • Loop roadway will provide better layout for community feel. • 5' concrete sidewalk (one side only) • 3.5' gravel shoulder (non - sidewalk side) • 4.5' landscape strip • 20' utilities easement (10' each side) Public Works needs to approve the width of the ROW and paved roadway if different from code. gai2AL • DCD wants 28' paved w/ 35 to 40' ROW • Applicant proposes 20' (and 15' for "emergency access ") w/28 ` ROW & 30 a 90 ,zow Lot S' 7--e de -1-ehfi - 1. Jam ana 5muage Tree Printing Use Avery® TEMPLATE 5160® Puget Sound Tans. Auth. Attn: Real Estate Div. 401 S. Jackson St. Seattle, WA 98104 Bill D. Nguyen 11227 SE 308 St. Auburn, WA 98092 Keith J. Tiede 7209 S. 180` St. Kent, WA 98032 Tien Le 8415 7 Ave. SW Seattle, WA 98106 Aaron Hundtofte Brie Campbell 3725 S. 126 St. Tukwila, WA 98168 Champa Association Inc. 6560 33` Ave S. Seattle, WA 98118 Harold James Hemenway 4036 S. 128 St. Tukwila, WA 98168 Sean P. Willmore & Jes Langton 4026 S. 130 St. Seattle, WA 98168 Richard Quealey 4020 S. 130 St. Seattle, WA 98168 William P. Schmidt 12924 E Marginal WY S Riverton, WA 98168 MISIIMEZEI Alice R. Smith 4102 S. 130 St. Tukwila, WA 98168 Brian D. Martz & Imogene I. 4106 S. 130 St. Tukwila, WA 98168 Daniel Hemenway Trust C/O John D. Tee Hemenway 4816 Rodman St. NW Washington DC 20016 Build & Design Group Attn: Lorie Kemp PO Box 906 Fall City, WA 98024 Gregory I Egashira PO Box 94485 Seattle, WA 98168 Seattle City Light Attn: Accounts Payable PO Box 34023 Seattle, WA 98124 «Next Record» «Next Record» «Next Record» www.avery.com 1- 800 -GO -AVERY illiam Joseph Waldock 4066 S. 128 St. Tukwila, WA 98168 «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» CA AVERY® 5160® Cu wr4w «Next Record» & f' ar sCA.d Rre44.4e rl oh` «Next Record» OW I 7345600995 STADLER JUN P 3836 S 130T1-1 ST TUKWILA WA 98168 7340600821 DATE BRIAN + VICKIE 4103 S 130TH SEATTLE WA 98168 7345600980 DELREAL JUAN 3820 S 130TH ST TUKWILA WA 98168 7345600985 PALMA ELIZABETH ALVARADO 3826 S 130TH ST SEATTLE WA 98168 7341600215 SCHMIDT WILLIAM P 12924 E MARGINAL WAY SO RIVERTON WA 98168 7340600840 BEDELL TERESA L 4111 S 130TH ST SEATTLE WA 98168 Jennifer Lee RW Thorpe & Associates 705 2nd Ave., Suite 710 Seattle, WA 98104 slagai ssaippd 7340600820 SHUB GALE PO BOX 68249 SEATTLE WA 98168 7340600841 GILLISPIE LAURA 4117 S 130TH ST TUKWILA WA 98168 ®JtAV 7345600990 DROZ MICHAEL J JR +KIMBERLY 3832 S 130TH ST TUKWILA WA 98168 Irma Anderson 13209 37th Ave S Seattle, WA 98168 Terry Bitzig 4049 S 128th St Seattle, WA 98168 Lisa Brenner 4027 S 128th St Seattle, WA 98168 Larry & Terri Capellaro 4061 S 128th St Seattle, WA 98168 Russell Cleaveland 3717 S 128th St Seattle, WA 98168 Paul Doherty 3726 S 128th St Tukwila, WA 98168 Factoria Properties L L C 23 Vashon Ky Bellevue, WA 98006 Cathy Gillispie 4117S 130th St Tukwila, WA 98168 Larry & B Belinda Hall 12902 E Marginal Way S Seattle, WA 98168 Kha Hoang 4006 S 126th St Tukwila, WA 98168 Sam Barnes 224 W Division Ave Ephrata, WA 98823 Darwin Bosteder 11051 24th PI SW Seattle, WA 98146 C & D Wells Llc 7265 2nd Ave S Seattle, WA 98108 Tina Carbonatto 3717 S 126th St Tukwila, WA 98168 Babara Davidson 4020 S 128th St Seattle, WA 98168 Assc Factoria PO Box 97 Mercer Island, WA 98040 First Inter Bnk- kirkland PO Box 63931 San Francisco, CA 94163 James & Yvonne Graves 3809 S 128th St Tukwila, WA 98168 Philip Hemenway 4036 S 128th St Seattle, WA 98168 Richard Houle 12910E Marginal Way S Seattle, WA 98168 Michael & Katrina Beuslinch 4071 S 128th St Seattle, WA 98168 C P Botts 4055 S 128th St Seattle, WA 98168 Brie Campbell 3727 S 126th St Tukwila, WA 98168 Lorraine Carosino 10652 Des Moines Memorial Dr Seattle, WA 98168 Darrel & Christina Deatry 4136 S 130th St Tukwila, WA 98168 Factoria Auto Center Llc 2748 Milton Way Milton, WA 98354 Mary Flanders 3714 S 128th St Seattle, WA 98168 Leroy & Marci Gray 4511 44th Ave SW Seattle, WA 98116 Linda Hilmes 370 S Reynolds Rd #8 Othello, WA 99344 International Gateway East Llc 12201 Tukwila International Blvd Seattle, WA 98168 Anthony & Evelyn Jackson 3803 S 128th St Tukwila, WA 98168 Kimschott Factoria Mall Llc 3333 New Hyde Park Rd #100 New Hyde Park, NY 11042 Gomez Northwest Mcdonald's 3201 Shore Ave Everett, WA 98203 Chi Nguyen 4018 S 126th St Tukwila, WA 98168 Wilma Patapoff 3703 S 126th St Seattle, WA 98168 Bernard & Mendi Roberts 3807 S 128th St Tukwila, WA 98168 Dave Stein 4054 S 128th St Seattle, WA 98168 Tukwila School District 406 4640 S 144th St Tukwila, WA 98168 Regina Vale 12607 E Marginal Way S Tukwila, WA 98168 Jim Woolbert 12800 E Marginal Way S Seattle, WA 98168 Robert Karch 6905 S Tyler St Tacoma, WA 98409 Justine Leyson 4128 S 130th St Seattle, WA 98168 Clarence Moriwaki 4033 S 128th St Tukwila, WA 98168 Duc -thang & Stella Nguyen 4012 S 126th St Tukwila, WA 98168 Carlos & Veronica Rasmussen 3805 S 128th St Tukwila, WA 98168 Byron & Joyce Saunders 4118 S 130th St Tukwila, WA 98168 Tpwa Llc 1790 NW 93rd P1 Portland, OR 97229 United Food & Commercial Work 12838 SE 40th P1 Bellevue, WA 98006 Virginia Whitezel 4021 S 128th St Tukwila, WA 98168 Patrick & Marites Kelley 4122 S 130th St Tukwila, WA 98168 Marginal Island Properties L L C & 2514 Lake Park Dr S Seattle, WA 98144 Cam Nguyen 4024 S 126th St Tukwila, WA 98168 Kelly O'neil 5919 119th Ave SE Bellevue, WA 98006 Regency Fund Associates PO Box 25658 Seattle, WA 98165 R Schneebeli 12923E Marginal Way S Tukwila, WA 98168 Laurie Trout 12812E Marginal Way S Tukwila, WA 98168 Utilities Service Co Inc 12608 E Marginal Way S Seattle, WA 98168 Jeffrey Wong 1821 Rolling Hills Ave SE Renton, WA 98055 CI$Y OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION The following has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: R.W. Thorpe and Associates for Robert Staudacher LOCATION: 4020 S. 128th St., Tukwila, WA (Parcel #7340600664) PROPERTY OWNER: Robert Staudacher FILE NUMBER: E06 -009 -- SEPA/Environmental Review L06-031 — Short Plat PROPOSAL: 7 lot short plat OTHER REQUIRED PERMITS: Grading Infrastructure C FILES AVAILABLE FOR PUBLIC REVIEW The files can be reviewed at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Please call (206) 431 -370 to ensure that the files will be available C OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on the SEPA and short plat application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on June 21, 2006. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact project planner Rebecca Fox (206) 431- 3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: 5/1/06 Notice of Completeness Issued:5 /26/06 Notice of Application Issued: 6/5/06 LINE CHORD BEARING ARC DELTA RADIUS L1 N89'36'02"E 69.68' L2 N10'31'36"E 4.11' CI 935'00'06•E 15.89' 91'03'25' 10.00' L3 S80'31'48'E 36.26' LS 581'42'41 "6 27.62' L5 S72'50'09'E 37.08' L6 S19'10'43'6 25.31' L7 S19'01'15'E 48.83' L8 S18'24'40'6 36.11' L9 S08'17'33'E 21.46' C2 316'60'48•E 2.99' 17 10.00' L10 S25'24'03'E 36.63' 111 500'16'18'E 64.86' 224.90' Found 3' Dross disc with pUnCh. Incased. et intersection of Marginal Way South and South 126th Street. 30 s0 SCALE: 1" = 30' LEG END: 99 lEin Lot a28re... 0 cn NMINITCrE ■ • \ A \ �• \ • wa 36.51' vi a a ? b i q• . 31.40' -0a ej, � \\ � 1114' _ 0 l0 • • Set 04 reser wfto yellow olbtic ca0 ,taeme4 17 el M veer .itn 20' I 'lltlT,p 118113731' house , 0.9'3t 2.111 Lfoun0.t lanj 6.1', 20' o. N89'35'02"E 624.90' 689'36 6320 W. 15. MEN \ 4 z.rs qi / .. �• S o L \ a' F 0 ' D a - Monument Fauna ea noted. Visite:I Movveoer A. 2005 j 3 o v F � cr t \ tea , S 400.00' South 126th Street N Fere 1/2' 156r 01ta Telle. Ge0 state It06T30 LS 13731: 0.0'S m 13 • w m • \ .1 & a \ • ■ l i 6 t 6790 03. F7. °\ Calculated Northeas corner Tract 45 Riverside Interurban Tracts. vol. 10. pg 74. ape ` t nep9 j 611 IC ' R x .J:3'5i 18000 18,111. 0005 % 1 i drape �` 1.S' 3185 9301 1.71 431 TI'lrE a`. k S80 .43.274 1 6;.87 !/___ Areas: OOUO1dWPA0R CITY OF TUKWILA SHORT PLAT NO. Notes: 11 The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (6P5). Linear and angular closure of the traverses meet the standards of WAC 332 - 130 -090. 2) Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed January 5. 2006. the date of this field survey. 4) Legal description provided Dy client. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpendicular to property lines. 6) It is not the intent of this survey to snow easements or reservations which may effect this site. Overall 62250 S0. FT. 1.429 Acre, tract A 6600 SD. F7. 0.197 Acre, Tract 5 3130 s0. FT. 0.072 Acre, Centre 33701 8th Avenue South Federal •ey. WA 98003 Pointe (253) 881 -1901 Surveying ° MX Silk SW — SW 10, T23N, R4E, WM MMIT 7@ Pacific Engineering Design. LLC 4180 Lind Avenue SN Renton. No. 98055 -4973 KING COUNTY, WASHINGTON SHEET 3 OF 3 .0 5 Irma Anderson 13209 37th Ave S Seattle, WA 98168 Terry Bitzig 4049 S 128th St Seattle, WA 98168 Lisa Brenner 4027 S 128th St Seattle, WA 98168 Larry & Terri Capellaro 4061 S 128th St Seattle, WA 98168 Russell Cleaveland 3717 S 128th St Seattle, WA 98168 Paul Doherty 3726 S 128th St Tukwila, WA 98168 Factoria Properties L L C 23 Vashon Ky Bellevue, WA 98006 Cathy Gillispie 4117S 130th St Tukwila, WA 98168 Larry & B Belinda Hall 12902 E Marginal Way S Seattle, WA 98168 Kha Hoang 4006 S 126th St Tukwila, WA 98)68 • Sam Barnes 224 W Division Ave Ephrata, WA 98823 Darwin Bosteder 11051 24th P1 SW Seattle, WA 98146 C & D Wells Llc 7265 2nd Ave S Seattle, WA 98108 Tina Carbonatto 3717 S 126th St Tukwila, WA 98168 Babara Davidson 4020 S 128th St Seattle, WA 98168 Assc Factoria PO Box 97 Mercer Island, WA 98040 First Inter Bnk- kirkland PO Box 63931 San Francisco, CA 94163 James & Yvonne Graves 3809 S 128th St Tukwila, WA 98168 Philip Hemenway 4036 S 128th St Seattle, WA 98168 Richard Houle 12910E Marginal Way S Seattle, WA 98168 Michael & Katrina Beuslinch 4071 S 128th St Seattle, WA 98168 C P Botts 4055 S 128th St Seattle, WA 98168 Brie Campbell 3727 S 126th St Tukwila, WA 98168 Lorraine Carosino 10652 Des Moines Memorial Dr Seattle, WA 98168 Darrel & Christina Deatry 4136 S 130th St Tukwila, WA 98168 Factoria Auto Center Llc 2748 Milton Way Milton, WA 98354 Mary Flanders 3714 S 128th St Seattle, WA 98168 Leroy & Marci Gray 4511 44th Ave SW Seattle, WA 98116 Linda Hilmes 370 S Reynolds Rd #8 Othello, WA 99344 International Gateway East Llc 12201 Tukwila International Blvd Seattle, WA 98168 Anthony & Evelyn Jackson 3803 S 128th St Tukwila, WA 98168 Kimschott Factoria Mall Llc 3333 New Hyde Park Rd #100 New Hyde Park, NY 11042 Gomez Northwest Mcdonald's 3201 Shore Ave Everett, WA 98203 Chi Nguyen 4018 S 126th St Tukwila, WA 98168 Wilma Patapofl 3703 S 126th St Seattle, WA 98168 Bernard & Mendi Roberts 3807 S 128th SI Tukwila, WA 98168 Dave Stein 4054 S 128th St Seattle, WA 98168 Tukwila School District 406 4640 S 144th St Tukwila, WA 98168 Regina Vale 12607 E Marginal Way S Tukwila, WA 98168 Jim Woolbert 12800 E Marginal Way S Seattle, WA 98168 1 • Robert Karch 6905 S Tyler St Tacoma, WA 98409 Justine Leyson 4128 S 130th St Seattle, WA 98168 Clarence Moriwaki 4033 S 128th St Tukwila, WA 98168 Duc -thang & Stella Nguyen 4012 S 126th St Tukwila, WA 98168 Carlos & Veronica Rasmussen 3805 S 128th St Tukwila, WA 98168 Byron & Joyce Saunders 4118 S 130th St Tukwila, WA 98168 Tpwa Llc 1790 NW 93rd P1 Portland, OR 97229 United Food & Commercial Work 12838 SE 40th PI Bellevue, WA 98006 Virginia Whitezel 4021 S 128th St Tukwila, WA 98168 Patrick & Marites Kelley 4122 S 130th St Tukwila, WA 98168 Marginal Island Properties L L C & 2514 Lake Park Dr S Seattle, WA 98144 Cam Nguyen 4024 S 126th St Tukwila, WA 98168 Kelly O'neil 5919 119th Ave SE Bellevue, WA 98006 Regency Fund Associates PO Box 25658 Seattle, WA 98165 R Schneebeli 12923 E Marginal Way S Tukwila, WA 98168 Laurie Trout 12812 E Marginal Way S Tukwila, WA 98168 Utilities Service Co Inc 12608 E Marginal Way S Seattle, WA 98168 Jeffrey Wong 1821 Rolling Hills Ave SE Renton, WA 98055 Jam ana muage rree rnnimg Use Avery® TEMPLATE 5160® Puget Sound Tans. Auth. Attn: Real Estate Div. 401 S. Jackson St. Seattle, WA 98104 Bill D. Nguyen 11227 SE 308 St. Auburn, WA 98092 Keith J. Tiede 7209 S. 180 St. Kent, WA 98032 Tien Le 8415 7 Ave. SW Seattle, WA 98106 Aaron Hundtofte Brie Campbell 3725 S. 126 St. Tukwila, WA 98168 Champa Association Inc. 6560 33 Ave S. Seattle, WA 98118 Harold James Hemenway 4036 S. 128 St. Tukwila, WA 98168 Sean P. Willmore & Jes Langton 4026 S. 130 St. Seattle, WA 98168 Richard Quealey 4020 S. 130 St. Seattle, WA 98168 William P. Schmidt 12924 E Marginal WY S Riverton, WA 98168 —norc rnaammA J cal O Alice R. Smith 4102 S. 130 St. Tukwila, WA 98168 Brian D. Martz & Imogene I. 4106 S. 130 St. Tukwila, WA 98168 William Joseph Waldock 4066 S. 128 St. Tukwila, WA 98168 Daniel Hemenway Trust C/O John D. Tee Hemenway 4816 Rodman St. NW Washington DC 20016 Build & Design Group Attn: Lorie Kemp PO Box 906 Fall City, WA 98024 Gregory I Egashira PO Box 94485 Seattle, WA 98168 Seattle City Light Attn: Accounts Payable PO Box 34023 Seattle, WA 98124 «Next Record» «Next Record» «Next Record» AEl3AV www.avery.com 1- 800 -GO- AVERY «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» «Next Record» .3 AVERY® 5160® ®09LS i!J qe zasii!fl (WY .1 -•••-••• 1 7345600995 STADLER JC)N P 3836 S 130TH ST TUKWILA WA 98168 /7340600821 DATE BRIAN + VICKIE 4103 S 130TH SEATTLE WA 98168 7345600980 DELREAL JUAN 3820 S 130TH ST TUKWILA WA 98168 ®0915 Joj a;eidwai asn 7345600985 PALMA ELIZABETH ALVARADO 3826 S 130TH ST SEATTLE WA 98168 7341600215 SCHMIDT WILLIAM P 12924 E MARGINAL WAY SO RIVERTON WA 98168 7340600840 BEDELL TERESA L 4111 S 130TH ST SEATTLE WA 98168 Jennifer Lee RW Thorpe & Associates 705 2nd Ave., Suite 710 Seattle, WA 98104 •1F 1 aawPI'V 7340600820 SHUB GALE PO BOX 68249 SEATTLE WA 98168 7340600841 GILLISPIE LAURA 4117 S 130TH ST TUKWILA WA 98168 7345600990 DROZ MICHAEL J JR +KIMBERLY 3832 S 130TH ST TUKWILA WA 98168 wis2aaUS paai wows Notice of Public Hearing Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION . (A j Ra3c14_ HEREBY DECLARE THAT: Mitigated Determination o Significance Non Determination of Significance Notice coping Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 v A l otice of Application Notice of Action Official Notice Notice of Appli for Shorel Permit Other Was mailed to each of the addresses listed on this year 20 OCR P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: p c ,t Project Number: F,062-0061 n �-Q 1 I CC Mailer's Signature: �v b !� L . 2Oc_k Person requesting mailing: f—e c2eC, )< State of Washington County of King City of Tukwila f 1 1 J1 4-e( I�'rt ' P RINT NAME) understand that Section 18.104.110 of the Tuk ila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice o Completeness. I certify that on l the Public Notice Board(s) in accordance with Section 18.104.110 and the of er . appl' able guidelines were posted on the property located at p 1 S Z V '1 ` 44..)t- so as to be clearly seen from each right -of -way primary ve iicular access to the property for application file number 0 - C9 3 / I herewith authorize the City of Tukwila or its representative to remov• and immedia of the sign at the property owner's expense, if not removed in a tim (14) days of a Notice letter. AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) �(� Applica or Project Manager's Signature On this day personally appeared before me o ` \i t. AC < «\ e J `C- _ to me known to be the individual who executed the foregoing instrument and acknowledged that he /seve signed the same as his/her-voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this V day of G (/Y\-L__ , 200 C., CITY OF TUKWILA Department of Community Development 6300 Soutluenter Boulevard, Tukwila, WA 98188 Teleplione: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us residing at /17 NOTARY PUBLIC in and for he State of Washington E 7 My commission expires on P: \Planning Forms \ Applications \SEPAAPP.duc April 4, 2006 May 26, 2006 Dear Ms. Lee: RF Q: \StaL06 -031 \Staudacher COMPLETE.DOC • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Jennifer Lee R.W. Thorpe and Associates Tukwila Public Works Department 705 2 Avenue, Suite 710 Seattle, WA 98104 NOTICE OF COMPLETE APPLICATION Subject: Robert Staudacher Preliminary Short Plat -4020 S. 128 St., Tukwila, WA Short Plat (File # L06 -031) SEPA (File #E06 -009) Your application for SEPA review and preliminary short plat on behalf of Robert Staubacher is considered complete effective May 26, 2006 for the purposes of meeting state mandated time requirements. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, please call me. Once you have notified me that the notice board has been installed you may come to our office to obtain a laminated copy of the Notice of Application that you will post on the board. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. The Notice of Application will also be mailed by the City to all tax payers and residents or businesses within 500 feet of the site. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if we believe that such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. 05/25/2006 - 1- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits. Rebecca Fox Senior Planner • • RF Q: \StaL06- 031 \Staudacher COMPLETE.DOC - 2 - 05/25/2006 staff comments Information Required Response Total existing lots prior to Short Plat 1 Total lots in this Short Plat 7 Total acres involved in the Short Plat 1.43 acres Constraints (sensitive area, right of way, retention/ detention areas) in acres or sf. ±25% slopes cover +2,080 sf area of +8' elevation drop over +30 linear feet and +1,460 sf area of +16' elevation drop over +55 linear feet Geotechnical Report Included in Submittal Pre - existing uses Single family residence Overall density (lots /acre) 4.99 Written Consistency with Short Plat Decision Criteria RECEIVED MAY 01 2006 CONMMUM I Y DEVELOPMENT 1. The proposed Short Plat is in conformance with the Tukwila Comprehensive Plan and any other such adopted plans. The proposed Short Plat is in conformance with the Tukwila Comprehensive Plan and is located in the low density residential land use area on the comprehensive plan. One of the comprehensive plan's main objectives are to improve and sustain residential quality and livability. The Short plat provides additional housing and adds to the health and livability of the neighborhood. 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary sewage disposal for the Short Plat, which are consistent with current standards and plans. Civil engineering plans for temporary erosion and sediment control, storm drainage, and water and sewer utility plans are included as required with the preliminary short plat application package. A geotechnical report is also included with the application that describes the existing soil, geology, slope, of the site related to the short plat improvement and future single family residential building development. 3. Appropriate provisions have been made for road, utilities, and other improvements, which are consistent with current standards and plans. Appropriate provisions have been made for the following improvements in the following ways: Road: providing sight visibility, minimum width, maximum grade, fire and engineering standards and other applicable related elements. Utilities: providing utility plan for storm, water (domestic & fire) and sewer. 4. Appropriate provisions have been made for dedications, easements, and reservations. d . - -, As applicable to the project, appropriate provisions have been made for utility and access easement to the storm, water & sewer utilities for maintenance and accessibility. 5. The design, shape and orientation of the proposed lots are appropriate to the proposed use for which the lots are intended and are compatible with the area in which they are located. The general design, shape and orientation of the proposed lots are appropriate for the proposed Short Plat and are compatible with the area in which they are located because it is a permitted use in the zone, it meets the minimum development standards of applicable city code, and is compatible to the density and single family use of the area and compatible to the existing single- family residential development located to the north at the northeast corner of 40 Ave S. and S. 126 St. The preliminary lot layout for the pre - application was reviewed by the city at the pre- application meeting (6/29/05 - PRE05 -021) and the city directed the applicant to change the orientation of the lots from individual access driveways to combined central access road connecting S. 128` St. and 40 Ave S., which the applicant has done. 6. Appropriate provisions for the maintenance of commonly owned private facilities have been made. As applicable to the project, appropriate provisions have been made for easement(s) and maintenance agreements for the storm, water & sewer utilities and roadway. 7. The Short Plat complies with the relevant requirements of the Tukwila Zoning Ordinance and other relevant local regulations. The Short Plat was designed following the basic development standards of TMC 18.10.060, the fire department construction standards of City Ordinance No. 2050 & 2052 & 2003 International Fire Code; City of Tukwila Infrastructure Design; King County Surface Water Design Manual & Geotechnical Report Guidelines as applicable. PRINCIPALS: ASSOCIATE: Robert W. Thorpe, AICP, President Jennifer Lee, ASLA Stephen Speidel, ASLA, Vice President Landscape Architect February 21, 2006 Carol Lumb, Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Parcel #7340600664 (4020 S 128th St.) Determination of No Wetlands Dear Carol, We are including The Riley Groups April 18th Wetland Determination Report by with the environmental studies requested as part of the environmental checklist. At the 06/09/05 pre - application meeting and written on the attached pre - application planning -land use checklist, is the city concurrence with the Riley Group's wetland report/ findings that there ar n the site. Sincerely, R.W. Thorpe & Associates, Inc. Jennifer Lee, ASLA Project Manager R.W. rOIORPE & ASSOCIATE" INC Seattle • Anchorage • Denver • Winthrop Planning • Landscape • Environmental • Economics •: RECEIVED i,1r,1 0 1 2333 COMMUNITY DEVELOPMENT :• 705 Second Avenue Suite 710 • Seattle WA 98104 • Telephone: (206) 624 -6239 • Fax: (206) 625 -0930 • E -Mail: admin @rwta.com •: STAUDACHER SHORT PLAT S 128 St. & 40 Ave. S. Tukwila, Washington Preliminary Technical Information Report Xpri128, 2006 Revised: August 15, 2006 e • Prepared for: Robert Staudacher c/o R.W. Thorpe & Associates, Inc. Attn: Jennifer Lee, 705 Second Avenue, Suite 710 Seattle, WA 98104 (206) 624 -6239 Prepared By: Pacific Engineering Design, LLC 15445 53 Ave. S., Suite 100 Seattle, WA 98188 Phone: (206) 431 -7970 Fax: (206) 388 -1648 Joseph M. Hopper, P.E. RECE IVED /AUG 1 7 1006 rocvELOP PED Job No. 05099 Preliminary Technical InformatioSport for Staudacher Short Plat 40 8/16/2006 TABLE OF CONTENTS I. PROJECT OVERVIEW 1 II. OFF -SITE ANALYSIS 1 III. CORE AND SPECIAL REQUIREMENTS 2 IV. FLOW CONTROL & WATER QUALITY ANALYSIS AND DESIGN 4 V. CONVEYANCE SYSTEM ANALYSIS 6 VI. EROSION / SEDIMENTATION CONTROL DESIGN 6 APPENDIX • Site Data Notes • KCRTS Printouts • Wetpond Sizing Worksheet • City of Tukwila Zoning Designation Map • City of Tukwila Comprehensive Plan Designation Map • City of Tukwila Drainage Basins Map (Figure 2) • City of Tukwila Infiltration Restrictions Map (Figure 3) • City of Tukwila Level 2 Detention Areas Map (Figure 4) • King County Rainfall Regions and Regional Scale Factors Map • King County Isopluvial Map • King County iMAP Aerial Photo Map with Contours • King County Soils Map • Off -Site Basin Map Pacific Engineering Design, LLC Page i \ \bladel425\Raid \Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc ' Preliminary Technical Information port for Staudacher Short Plat I. PROJECT OVERVIEW Site Location and Project Proposal The site is located in Section 10, Township 23, Range 4E, W.M. in the City of Tukwila. The King County Parcel Number is 7340600664. The lot size is 62,233 square -feet, which also equals 1.43 acres. The site is within the LDR zone in the City of Tukwila. The site is located at the intersection of S. 128 St. and 40 Ave. S. in the Riverton Neighborhood. The proposed project will divide the existing parcel into 7 single family lots, using the City of Tukwila Short Plat process. The existing residence is proposed to remain, and six additional houses will be built with this proposal. Existing Site Conditions The site slopes southwesterly at slopes ranging between 6 and 15- percent. The northeast corner of the site has steep slopes at 15- percent and greater for approximately 30 -feet horizontally. The site currently has a single family residence on the southeast corner of the parcel. The remainder of the property is covered with trees and brush. The site is located in the City of Tukwila's Riverton Creek Drainage Basin. Proposed Detention and Water Quality Facility A detention and water quality vault will be used due to the natural grade of the site. The vault will be located at the southwest corner of the site, which is the lowest point on the site. The vault will detain the stormwater peak flows and provide a permanent pool for water quality treatment. Driveways will drain to the street and will be picked up within the catch basins within the street and conveyed to the detention facilities. The roof drains will be tight lined to the conveyance system and then routed to the detention facilities. II. OFF -SITE ANALYSIS 8/16/2006 Upstream Tributary Area The neighboring properties to the north and to the west are higher in elevation than the subject property. The neighboring lot to the west has a single family residence and several out buildings. The neighboring property to the north is undeveloped at this time. The upper limit of the upstream basin is approximately bordered by S. 126 St. and 41 Ave. S. It doesn't appear that off site storm water enters the site, there is no evidence of concentrated flows, scouring, or erosion due to stormwater runoff. The storm water most likely infiltrates into the ground prior to reaching the site. The neighboring parcel to the north, as we have been informed by the city, is also proposing to subdivide and create additional lots. It is assumed that this development will be required to capture and detain any additional stormwater runoff Pacific Engineering Design, LLC Page 1 \ \bladel425\Raid\Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc ' Preliminary Technical Informatio•port for Staudacher Short Plat • 8/16/2006 it creates and will most likely divert the flows from the site to the road side ditch running along the east side of 40 St. S. The potential for future runoff from upstream of the project site is minimal, and is not anticipated in the future. In the event that runoff does occur from the neighboring properties, an interceptor trench or swale may be needed along the north and west property lines to intercept the runoff prior to it flowing onto the site. Downstream Analysis The downstream basin is generally developed with industrial buildings & shops and large office buildings. It appears that this area is the headwater tributary area for the Riverton Creek. The only place where the creek can be identified is in the rear yards of several properties that abut East Marginal Way S. The creek crosses under S. 126 St. in a culvert and continues in a northerly direction. The creek is intermittent between open swale drainage courses and culverts /storm drain pipes crossing under roads and parking lots. The Riverton Creek ultimately outlets to the Duwamish River several miles to the north. There are road side ditches /swales along the east side of 40 Ave. S. and the north side of S. 128 St. adjacent to the proposed development. The site slopes in a southwesterly direction toward these swales. The swales converge at the northeast corner of the intersection of 40 Ave. S. and S. 128 St., which is also the southwest corner of the subject property. The swales are collected in a culvert and conveyed to the west to the storm drainage conveyance system under East Marginal Way S. The storm drain system continues in a westerly direction until it outlets into the Riverton Creek several hundred yards to the northwest. A telephone conversation took place on Wednesday August 9, 2006 with John Howat, the City of Tukwila Surface Water Superintendent. John informed us that the only concern he had for this project site was in confirming the size of the existing culvert to which the proposed drainage system is connected. He wanted to verify prior to constructing the proposed drainage system that the culvert is a 12 -inch pipe. If the pipe diameter is less than 12- inches, it will have to be upgraded to 12- inches. Visual inspection of the pipe confirms that it is 12- inches in diameter, and notes for the contractor to verify the pipe size prior to construction will be placed on the final engineering documents. One business downstream of the project site has previously complained about flooding, but according to John this is a separate issue relating to a sump pump system and is not directly related to the upstream drainage basin for that site. III. CORE AND SPECIAL REQUIREMENTS CORE REQUIREMENTS — SECTION 1.2 OF KCSWDM 1.2.1 CORE REQUIREMENT #1: Discharge at the Natural Location The proposed project's storm water will be discharged from the site to the storm drainage system under the roadway within S. 128 St. and 40 Ave. S. at the southwest corner of the Pacific Engineering Design, LLC Page 2 \ \bladel425 \Raid \Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc Preliminary Technical Informatio port for Staudacher Short Plat • site. This location is the lowest point on the site and can be considered the site's natural discharge location. 1.2.8 CORE REQUIREMENT #8: Water Quality 8/16/2006 1.2.2 CORE REQUIREMENT #2: Off -site Analysis This core requirement has been addressed elsewhere in this preliminary report. Please refer to the Off -Site Analysis Section (Section II). 1.2.3. CORE REQUIREMENT #3: Flow Control On -site flow control will be provided by an on -site detention vault designed to Level 1 flow control using KCRTS analysis. 1.2.4 CORE REQUIREMENT #4: Conveyance System Site runoff will be collected by means of yard drains, catch basins and roof drains. Collected runoff will be conveyed to the detention facility within pipelines designed to convey 25 -year peak flows and checked for flooding conditions at the 100 year event. 1.2.5 CORE REQUIREMENT #5: Erosion and Sediment Control During construction of the infrastructure for this development, temporary erosion control methods will be implemented to prevent sedimentation and erosion as outlined in the City of Tukwila's design standards. The excavation for the detention facility will be used as a temporary erosion and sediment control during that phase of construction. A sediment trap will be provided during other times of construction prior to the construction and excavation of the detention facility. 1.2.6 CORE REQUIREMENT #6: Maintenance and Operations This requirement will be fulfilled by the property owner until bonds have been released and public drainage system(s) have been conveyed to the City of Tukwila. Only the drainage system within the right -of -way, catch basins and 12" pipe, will be conveyed to the City of Tukwila. The drainage facilities on the newly created lots will remain the property of the individual homeowners, and will not be conveyed to the City of Tukwila. 1.2.7 CORE REQUIREMENT #7: Financial Guarantees and Liability Bonds and insurance in accordance with the City of Tukwila requirements will be provided by or at the behest of the owner during site construction and until the drainage facilities in public street rights -of -way have been accepted by the City of Tukwila County for ownership. Runoff from roof drains will be tight lined directly to the catch basins within the street and conveyed to the detention and water quality vault. The possibility of infiltrating the roof Pacific Engineering Design, LLC Page 3 \ \blade1425'Raid \Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc Preliminary Technical Informatioliport for Staudacher Short Plat drains on site prior to discharging to the storm drain system will be investigated during the construction document phase of the project. Runoff from driveways will drain to the street and will be picked up by the catch basins within the street and conveyed to the detention vault. A combined water quality /wet -vault will be constructed to provide water quality treatment. In accordance with TMC 14 and the City of Tukwila Development Guidelines and Design and Construction Standards the vault will be placed entirely underground. SPECIAL REQUIREMENTS - SECTION 1.3 OF KCSWDM 1.3.1 Special Requirement #1: Other Adopted Area Specific Requirements Not applicable to this project. 1.3.2 Special Requirement #2: Flood Plain / Floodway Delineation Not applicable to this project. 1.3.3 Special Requirement #3: Flood Protection Facilities Not applicable to this project. 1.3.4 Special Requirement #4: Source Controls Not applicable to this project. 1.3.5 Special Requirement #5: Oil Control Not applicable to this project. IV. FLOW CONTROL & WATER QUALITY ANALYSIS AND DESIGN HYDRAULIC ANALYSIS EXISTING CONDITIONS • 8/16/2006 The drainage analysis uses the King County Runoff Time Series (KCRTS) software version 4.2. The on -site soils are most likely Alderwood, KCRTS Soil Group Till. The King County Soil Study maps do not show the soil classification in this area, because it is outside of the original study area. The neighboring soils that were identified in the Soil Survey near this area have been classified as AmC ( Alderwood), or Ur (Urban Land). The proposal is located in Sea -Tac rainfall region with a scale factor of 1.0. Pacific Engineering Design, LLC Page 4 \ \blade] 425\Raid \Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc ' Preliminary Technical Informatiooport for Staudacher Short Plat The site encompasses approximately 1.43- acres. The existing site area breakdown is as follows: o 1.07 Ac. Till Grass o 0.30 Ac. Till Forest o 0.06 Ac. Impervious DEVELOPED CONDITIONS This project proposes a total of 7 single - family houses on the 1.43 -acre site. Referring to the preliminary site plan, the developed site area breakdown is as follows: o 0.41 Ac. Till Grass (landscape strip, lawns) o 0.87 Ac. Impervious (sidewalks, roofs, driveways, and roads) o 0.15 Ac. Till Forest (undisturbed hillside in northeast corner of property) DETENTION ROUTING CALCULATIONS 8/16/2006 Level 1 flow control standards are applied to this project. This standard requires "maintaining the high flows at their predevelopment levels for the 2 -year peak -flow and the 10 -year peak flow ". The existing 2 -year 24 hour peak rate is 0.07 cfs The 10 -year 24 -hour peak rate is 0.13 cfs Using the appropriate release rates, the developed time - series was modeled in a vault. The analysis resulted in a required detention volume of 6,875 cf with preliminary dimensions of 20 -feet wide x 69 -feet long x 5 -feet deep. The vault shape has been defined to fit the site geometrics. A vault with dimensions of 20 -feet wide x 70 -feet long x 5 -feet deep is proposed for the site. The vault will actually be constructed 10 -feet deep. Detention will be in the upper 5 -feet of the vault and the lower 4 -feet will be used for water quality treatment. In accordance with TMC 14 and the City of Tukwila Development Guidelines and Design and Construction Standards the vault will be placed entirely underground. A control structure with two orifices has been designed to meet the release rate standards. The KCRTS calculations have been included in the Appendix. WATER QUALITY TREATMENT Water quality treatment will be in the form of a wet -vault combined with the detention vault. The storage volume required is 4,589 cf. The surface are required is 1,147 sf. The proposed 20 -feet wide by 70 -feet long vault will provide a storage volume of 5,600 cf and a surface area of 1,400 sf. Given the restrictions of the site, a bio- filtration swale or bio - filtration filter are not practical options due to the slopes on site. The best option is a combined detention/wet vault for this site. Pacific Engineering Design, LLC Page 5 \ \blade1425\Raid\Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc ' Preliminary Technical Informati eport for Staudacher Short Plat 8/16/2006 V. CONVEYANCE SYSTEM ANALYSIS The conveyance analysis will be included in the final Technical Information Report at construction document submittal. The system will be designed to convey the 25 -year peak flows and checked for flooding conditions at the 100 -year event per the 1998 King County Surface Water Design Manual. VI. EROSION / SEDIMENTATION CONTROL DESIGN Erosion and sedimentation control will be provided by utilizing BMPs selected from the 1998 King County Surface Water Design Manual. These BMPs will likely include, but are not necessarily limited to, sediment pond(s) and/or trap(s), silt fencing, construction safety fencing, interceptor v- ditches, rock check dams, plastic sheeting of stockpiles, straw mulch, hydro - seeding, catch basin protection, and rocked construction entrance, etc. A Temporary Sedimentation and Erosion Control Plan will be submitted as part of the construction documents detailing the means by which sediment and erosion control will be handled during construction. Pacific Engineering Design, LLC Page 6 \ \blade 1 425\Raid\Project Files \05099 Staudacher Short Plat \TIR \05099 Preliminary TIR.doc 0 • APPENDIX Pizpt 0 PACIFIC ENGINEERING DESIGN LLC CIVICIVI ®GINEERING AND PLANNING CONSULTANTS VF,L.b ?co : JOB L EN3 EL__ eA f.3 LL ?C(&o St1 p C 1.0 \/oL.n ?e,ov 1ICE 0 CALCULATED BY J 1\ DATE - tbsTAL S 1 - r AR. 1.4I AL. - T I L L. C� rz4ss = 1nnP 'T 1( CnSS = b.4 1 1nr`Piz l ou - O • C 3bize✓si O. tS 1.01 Ac. o. oGo Ac. 0.3o At. LaTS e- goOb l�. R.tvf.w A.YS) Z g cxzo cc- = O .004 Ac... 1?.oAo Lks P . 31p 2-P- 7 B' W sa/ ?4\i M r' s' StDCk.kraa, e. lo,23o sF = o .23 Ac. Ac_ AL AL- I -1 ( (09 le 2,d x S WE�zvas( -- = 4, B "\ c.S SA = 1,141 sF 0509°1 a /3 /6t4 (n, g( sG (3-1, f 1 sG - 1, mob cs- (1o x �`� S Coon ( l s7- 1 5445 53RD AVENUE SOUTH, SUITE 100 SEATTLE, WA 98188 FAX 206 388-164E1 PHONE 425 251 -881 1 206 431 -7970 Flow Frequency Analysis Time Series File:pre.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (cFS) 0.122 4 2/09/01 2:00 0.067 7 1/05/02 16:00 0.151 2 2/27/03 7:00 0.035 8 8/26/04 2:00 0.070 6 1/05/05 8:00 0.127 3 1/18/06 16:00 0.114 5 11/24/06 3:00 0.276 1 1/09/08 6:00 computed Peaks pre.pks Flow Frequency Analysis - - Peaks - - Rank Return Prob (cFS) Period 0.276 1 100.00 0.990 0.151 2 25.00 0.960 0.127 3 10.00 0.900 0.122 4 5.00 0.800 0.114 5 3.00 0.667 0.070 6 2.00 0.500 0.067 7 1.30 0.231 0.035 8 1.10 0.091 0.234 50.00 0.980 Page 1 Flow Frequency Analysis Time series File:dev.tsf Project Location:Sea -Tac - - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.254 6 2/09/01 2:00 0.207 8 1/05/02 16:00 0.303 3 2/27/03 7:00 0.224 7 8/26/04 2:00 0.269 5 10/28/04 16:00 0.270 4 1/18/06 16:00 0.326 2 10/26/06 0:00 0„508 1 1/09/08 6:00 computed Peaks dev.pks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.508 1 100.00 0.990 0.326 2 25.00 0.960 0.303 3 10.00 0.900 0.270 4 5.00 0.800 0.269 5 3.00 0.667 0.254 6 2.00 0.500 0.224 7 1.30 0.231 0.207 8 1.10 0.091 0.448 50.00 0.980 Retention /Detention Facility • Type of Facility: Detention Vault Facility Length: 69.00 ft Facility Width: 20.00 ft Facility Area: 1380. sq. ft Effective Storage Depth: 5.00 ft Stage 0 Elevation: 50.00 ft Storage Volume: 6900. cu. ft Riser Head: 5.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.22 0.090 2 3.75 1.11 0.037 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 50.00 0. 0.000 0.000 0.00 0.01 50.01 14. 0.000 0.005 0.00 0.03 50.03 41. 0.001 0.006 0.00 0.04 50.04 55. 0.001 0.008 0.00 0.05 50.05 69. 0.002 0.009 0.00 0.06 50.06 83. 0.002 0.010 0.00 0.08 50.08 110. 0.003 0.011 0.00 0.09 50.09 124. 0.003 0.012 0.00 0.10 50.10 138. 0.003 0.013 0.00 0.20 50.20 276. 0.006 0.018 0.00 0.30 50.30 414. 0.010 0.022 0.00 0.40 50.40 552. 0.013 0.026 0.00 0.50 50.50 690. 0.016 0.029 0.00 0.60 50.60 828. 0.019 0.031 0.00 0.70 50.70 966. 0.022 0.034 0.00 0.80 50.80 1104. 0.025 0.036 0.00 0.90 50.90 1242. 0.029 0.038 0.00 1.00 51.00 1380. 0.032 0.040 0.00 1.10 51.10 1518. 0.035 0.042 0.00 1.20 51.20 1656. 0.038 0.044 0.00 1.30 51.30 1794. 0.041 0.046 0.00 1.40 51.40 1932. 0.044 0.048 0.00 1.50 51.50 2070. 0.048 0.049 0.00 1.60 51.60 2208. 0.051 0.051 0.00 1.70 51.70 2346. 0.054 0.053 0.00 1.80 51.80 2484. 0.057 0.054 0.00 1.90 51.90 2622. 0.060 0.056 0.00 2.00 52.00 2760. 0.063 0.057 0.00 2.10 52.10 2898. 0.067 0.059 0.00 2.20 52.20 3036. 0.070 0.060 0.00 2.30 52.30 3174. 0.073 0.061 0.00 2.40 52.40 3312. 0.076 0.063 0.00 • • 2.50 52.50 3450. 0.079 0.064 0.00 2.60 52.60 3588. 0.082 0.065 0.00 2.70 52.70 3726. 0.086 0.066 0.00 2.80 52.80 3864. 0.089 0.068 0.00 2.90 52.90 4002. 0.092 0.069 0.00 3.00 53.00 4140. 0.095 0.070 0.00 3.10 53.10 4278. 0.098 0.071 0.00 3.20 53.20 4416. 0.101 0.072 0.00 3.30 53.30 4554. 0.105 0.073 0.00 3.40 53.40 4692. 0.108 0.074 0.00 3.50 53.50 4830. 0.111 0.076 0.00 3.60 53.60 4968. 0.114 0.077 0.00 3.70 53.70 5106. 0.117 0.078 0.00 3.75 53.75 5175. 0.119 0.078 0.00 3.76 53.76 5189. 0.119 0.079 0.00 3.77 53.77 5203. 0.119 0.079 0.00 3.78 53.78 5216. 0.120 0.081 0.00 3.80 53.80 5244. 0.120 0.083 0.00 3.81 53.81 5258. 0.121 0.085 0.00 3.82 53.82 5272. 0.121 0.088 0.00 3.83 53.83 5285. 0.121 0.088 0.00 3.84 53.84 5299. 0.122 0.089 0.00 3.94 53.94 5437. 0.125 0.095 0.00 4.04 54.04 5575. 0.128 0.099 0.00 4.14 54.14 5713. 0.131 0.103 0.00 4.24 54.24 5851. 0.134 0.106 0.00 4.34 54.34 5989. 0.137 0.110 0.00 4.44 54.44 6127. 0.141 0.113 0.00 4.54 54.54 6265. 0.144 0.116 0.00 4.64 54.64 6403. 0.147 0.118 0.00 4.74 54.74 6541. 0.150 0.121 0.00 4.84 54.84 6679. 0.153 0.124 0.00 4.94 54.94 6817. 0.157 0.126 0.00 5.00 55.00 6900. 0.158 0.127 0.00 5.10 55.10 7038. 0.162 0.438 .0.00 5.20 55.20 7176. 0.165 1.000 0.00 5.30 55.30 7314. 0.168 1.730 0.00 5.40 55.40 7452. 0.171 2.530 0.00 5.50 55.50 7590. 0.174 2.810 0.00 5.60 55.60 7728. 0.177 3.070 0.00 5.70 55.70 7866. 0.181 3.310 0.00 5.80 55.80 8004. 0.184 3.530 0.00 5.90 55.90 8142. 0.187 3.730 0.00 6.00 56.00 8280. 0.190 3.930 0.00 6.10 56.10 8418. 0.193 4.120 0.00 6.20 56.20 8556. 0.196 4.300 0.00 6.30 56.30 8694. 0.200 4.470 0.00 6.40 56.40 8832. 0.203 4.630 0.00 6.50 56.50 8970. 0.206 4.790 0.00 6.60 56.60 9108. 0.209 4.940 0.00 6.70 56.70 9246. 0.212 5.090 0.00 6.80 56.80 9384. 0.215 5.240 0.00 6.90 56.90 9522. 0.219 5.380 0.00 7.00 57.00 9660. 0.222 5.520 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.51 * * * * * ** 2 0.25 * * * * * ** 3 0.26 0.13 4 0.27 * * * * * ** 5 0.30 * * * * * ** 6 0.16 0.07 7 0.21 * * * * * ** 8 0.22 * * * * * ** - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.162 0.052 0.099 0.052 0.069 0.122 0.127 0.429 Computed Peaks 2 2/09/01 18:00 7 1/06/02 5:00 5 3/06/03 21:00 8 8/24/04 0:00 6 1/05/05 10:00 4 1/18/06 22:00 3 11/24/06 7:00 1 1/09/08 9:00 0.43 5.10 55.10 0.16 5.01 55.01 0.13 4.98 54.98 0.12 4.79 54.79 0.10 4.04 54.04 0.07 2.92 52.92 0.05 1.65 51.65 0.05 1.65 51.65 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea - Tac 7034. 6915. 6875. 6607. 5572. 4034. 2275. 2275. 0.161 0.159 0.158 0.152 0.128 0.093 0.052 0.052 Inflow /Outflow Analysis Peak Inflow Discharge: 0.508 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.429 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 5.10 Ft Peak Reservoir Elev: 55.10 Ft Peak Reservoir Storage: 7034. Cu -Ft 0.161 Ac -Ft Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) (ft) Period 0.429 5.10 1 100.00 0.990 0.162 5.01 2 25.00 0.960 0.127 4.98 3 10.00 0.900 0.122 4.79 4 5.00 0.800 0.099 4.04 5 3.00 0.667 0.069 2.92 6 2.00 0.500 0.052 1.65 7 1.30 0.231 0.052 1.65 8 1.10 0.091 0.340 5.07 50.00 0.980 • 0.15 0.00 0.41 0.00 0.00 0.00 0.00 0.87 dev.tsf T 1.00000 T [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies dev.tsf dev.pks [R] RETURN to Previous Menu [F] Size a Retention /Detention FACILITY Manual Design vault.rdf 5 Route Time Series 0 Return to Main Menu [F] Size a Retention /Detention FACILITY Manual Design vault.rdf 5 Route Time Series 0 Return to Main Menu [X] eXit KCRTS Program 05099.exc KCRTS Program...File Directory: C: \KC._SWDM \KC_DATA\ [C] CREATE a new Time Series ST 0.30 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 1.07 0.00 0.000000 Till Grass 0.00 0.00 0.000000 outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 outwash Grass 0.00 0.00 0.000000 wetland 0.06 0.00 0.000000 Impervious pre.tsf T 1.00000 T [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies pre.tsf pre.pks [R] RETURN to Previous Menu [C] CREATE a new Time Series ST 0.00 0.000000 Till Forest 0.00 0.000000 Till Pasture 0.00 0.000000 Till Grass 0.00 0.000000 outwash Forest 0.00 0.000000 outwash Pasture 0.00 0.000000 outwash Grass 0.00 0.000000 wetland 0.00 0.000000 Impervious Page 1 Project Name: Vault Description: Step 1) Determine volume factor f. Basic size? Large size? Step 2) Determine rainfall R for mean annual Storm Rainfall (R) 0.039 (feet) Step 3) Calculate runoff from mean annual storm V = (0.9A + 0.25A + 0.10A + 0.01 A x R = tributary area of impervious surface Atg = tributary area of till grass Air = tributary area of till forest Aog = tributary area of outwash grass R = rainfall from mean annual storm Vr = Volume of runoff from mean annual storm Step 4) Calculate wetpool Volume Vb = f V f = Volume Factor V = Volume runoff, mean annual storm 1,530 (cf) Vb = Volume of the wetpool ( 4,589 I(cf) Step 5) Determine wetpool dimensions Vb =h x A Vb = h= A= o Wetvault Sizing Worksheet Summary of the 1998 Surface Water Design Manual Requirements Staudacher Short Plat Project Number: 05 -099 Wet Vault Volume of the wetpool Wetpool depth (minus sed. Storage) Vault width Vault length Water quality design surface area of wetpool Total Wetvault Surface area required = f= 3 f= 4.5 37,897 (sf) 17,860 (sf) 6,534 (sf) 0 (sf) 0.039 (feet) 1,530 (cf) 3 4,589 4 20 1 57 1,147 1,147 (cf) (feet) (feet) (feet) (sf) (sf) KING • COUN I 1 MO' 3SS' SEAT LE 4 11 .4 (4 co-awe/0 ...roues niszert enee.rnb'ed ,I 4 0 roAlls Figure 18-9 Zoning Designations LOR-Low Density ResIdedal MDR-Medkan Raney Residential HOR-High Density Residential Ottlice WO-Mixed Use Office RCC-ResIderrlial tkunrreretat Center NCC-Neigtactiood Conanerctal Center RC-Regional Cornmercial RCM-Regional Commercial Mbted Use TUC-Ttrivila Urban Center CAJ-Commerrdal Llghl Industrial] Valley South u-Light Industrial IHeavy kteustdat MICA:Manufacturing Industnat Center/Up Industrial MICAilMaiurfacturing Industrial Center/Hear/ Industrial overlays and Sub Aims Public Recreation Overlay Sherd ne Overlay (Approx. 200' each side of river) --- Tukwila City Lints Commercial Redevelopment Areas (Dimensions are APOIVIdmate) • 1••■,... SEATTLE _ • • KENT Ilis b a mile cepresereatbil at bad ass desianakra abiArt CV Card 12;495. Law can art stow ;merry tata destarnits, MN 1:041 MUM re Mb* Slubrb OeFotroara Careamb aertbairEn z 43ST SCATTLI Al ' !VIM "124 KING ; COUNTY SEATAC Comprehensive Plan Designations 1.1A-Low Density Residential .""? MDR-Mean Density Residential , HOR-HIgh Density Residential 0-0Ifice MUD-Mixed Use Office RCC-Residential Commercial Center NCC-Neighborhood Commercial Center RC-Regional Commercial RCM-Regional Conunercial Mixed Use 111C-Toinvila Urban Center CM-Commercial tight industrial 1VS-Tukwda Valley South U-Light Industrial HI-Heavy industrial MIC/1.•4anufacturing industrial Ceter/Ught Indusnial MIC/H-Manufactunng irithiStlial Center/Heavy Industrial Overlays and Sub Areas I I Plitt Recreation Cooley Shoreline Overlay (Approx. XV each side al liver) Manufacturing htdustrial Center Boundary Tutor& SOuth blaster Plan Area Teavila Urban Cedar - Poteratal Alutenaton Area - Tukwila City Limits SEA1TLE ' , cotlre n I Risb z tagie fiCattrtrftri otrld ersixont edotbd tri Ces Lewd 12LOS KENT 1— w 0C 1)eilala.e4 / F117n 2 .pal C93033 C� Shndy • Legend Roads Streams Water BodylWetland = Basin Boundary Neighboring (Jurisdicitions) • 0 7 95 Data shown In this map are In Washington State Plane NMh. NAD 1983 !son Place) ng Acres'a Southeast CBD Basin ■ dt S Figure 2 Drainage Basins 1 Miles City of Tukwila Comprehensive Surface Water Management Plan Date: September 23, 2003 Map Legend Infiltration Not Allowed 1" ----1 • C Limits s Not to Scale rzrAyrf ZAP i; 4 Date: September 23, 2003 1. • MI 11•1 1 e.d Map Legend Level 2 Detention Required City Limits 3 • eY 1 s Not to Scale Staudacher Short Plat 4020 South 128 Street Tukwila, WA 98168 I GEOTECHNICAL ENGINEERING REPORT Project No. 2005-150 THE RILEY GROUP, INC. GEOTECHNICAL • ENVIRONMENTAL • WETLAND SERVICES Serving the Pacific Northwest Main Office: 17522 Bothell Way NE, Suite A • Bothell, WA 98011 - Tel (425) 415-0551- Fax (425) 415-0311 http:www.Riley-Group.corn • The Riley Group Inc. GEOTECHNICAL ENGINEERING REPORT Staudacher Short Plat 4020 South 128 Street Tukwila, WA 98168 Project No. 2005 -150 Prepared By: The Riley Group, Inc. 17522 Bothell Way NE, Suite A _ Bothell, WA 98011 Prepared for Mr. Robert Staudacher 10510 Northup Way Kirkland, WA 98033 September 9, 2005 • SERVING THE PACIFIC NORTHWEST Main Office: 17522 Bothell Way NE, Suite A, Bothell, WA 98011 September 9, 2005 Mr. Robert Staudacher 10510 Northup Way Kirkland, WA 98033 Dear Mr. Staudacher: • The Riley Group Inc. Subject: Geotechnical Engineering Report Staudacher Short Plat 4020 South 128 Street Tukwila, WA 98168 Project No. 2005 -150 As requested, The Riley Group, Inc. (Riley) has performed a geotechnical engineering study for the above - referenced subject site. Riley understands that you are planning to develop a parcel of land approximately 1.43 acres into 7 single - family residences with associated driveway and utilities. The attached report presents our findings and recommendations for the geotechnical aspects anticipated of the project design and construction. Our field exploration indicates that the site is generally underlain by medium dense to very dense silty SAND with some gravel and trace cobbles and boulders. Test pit TP -2 located at the middle south of the site encountered 8 feet of medium silty SAND overlying very stiff SILT with some find sand. Groundwater was not encountered during our field exploration reaching a maximum depth of 9 feet below ground surface. Based on the soil conditions observed, we recommend supporting the proposed residential building on conventional spread footing foundations bearing on the medium dense to dense native soil or structural fill if needed. Slab -on -grade and pavements can be similarly supported. Based on our study, the existing steep slope that is located on the northeast portion of the site seems to be in stable condition. No obvious signs indicating a previous failure or landslide were found. In our opinion, the proposed development will not adversely affect slope stability if the geotechnical recommendations have been incorporated into final design and construction. Riley recommends that the building setbacks should be at least 10 feet from the toe of the steep slopes. SERVING THE PACIFIC NORTHWEST Main Office: 17522 Bothell Way NE, Suite A, Bothell, WA 98011 • • We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please calla Sincerely yours, THE RILEY GROUP, INC. EXPIRES SEPT. 12, 2a Chien -Lin (Johnny) Chen, P.E. Project Engineer JC /RW The Riley Group, Inc. Ricky R. Wang, Ph.D., P.E. Principal Engineer • • TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION 1 2.0 SCOPE OF WORK 1 3.0 SITE CONDITIONS 2 3.1 SURFACE 2 3.2 SOILS 2 3.3 GROUNDWATER 2 3.4 GEOLOGIC HAZARDS 2 4.0 DISCUSSION AND RECOMMENDATIONS 3 4.1 GENERAL 3 4.2 SITE PREPARATION AND GRADING 3 4.3 EXCAVATIONS AND FILL SLOPES 4 4.4 FOUNDATIONS 5 4.5 RETAINING WALLS 5 4.6 SLAB -ON -GRADE CONSTRUCTION 6 4.7 DRAINAGE 7 4.8 UTILITIES 7 4.9 PAVEMENTS 7 5.0 ADDITIONAL SERVICES 8 6.0 LIMITATIONS 8 LIST OF FIGURES Figure 1 Site Vicinity Map Figure 2 Geotechnical Exploration Plan Figure 3 General Slope Fill Detail Figure 4 Retaining Wall Drainage Detail Figure 5 Typical Rockery Section Detail Figure 6 Typical Footing Drain Detail APPENDICES Appendix A Field Exploration and Laboratory Testing The Riley Group, Inc. Geotechnical Engineering Report III September 9, 2005 Staudacher Short Plat 1 Project No. 2005 -150 Tukwila, WA 98168 1.0 PROJECT DESCRIPTION The property is located at 4020 South 128 Street in Tukwila, Washington. The approximate location of the site is shown on the Site Vicinity Map, Figure 1. The site is currently occupied by a single - family residence with a garage in the southeast portion of the site. The rest of the site is vacant and covered by grass, blackberry, and trees. Riley understands that you are planning to develop a parcel of land approximately 1.43 acres into 7 single - family residential lots with associated driveway and utilities. Our understanding of the project is based on a Concept Lot Layout prepared by R.W. Thorpe & Associates, Inc. dated August 1, 2005. At the time of preparing this report, detailed site grading and building plans were not available for our review. Based on our conversation with the client during the field investigation, we understand that the single - family residences will be two -story, wood -framed structure without basement. Riley also understands that the proposed residential buildings will be built to match the existing topography. Riley expects that the minor grading with cut/fill less than 4 will be needed to reach the final grade. Riley also expects that the proposed residences will be supported on perimeter walls with a bearing load between 1 to 2 kips per linear foot and a series of interior columns with a maximum load up to 75 kips per column. The recommendations in the following sections of this report are based upon our current understanding of the proposed site development. If actual features vary or changes are rnade, we should review them in order to modify our recommendations as required. In addition, Riley requests to review the site grading plan, final design drawings and specifications when available to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into the project design and construction. 2.0 SCOPE OF WORK On August 24, 2005, Riley excavated a total of seven test pits (TP -1 through TP -7) to a rnaximum depth of 9 feet below ground surface (bgs). Test pits were excavated using a rubber -tired backhoe. Test pits were excavated approximately in the proposed residential lots. Approximate test pit locations are shown on Figure 2. Using the information obtained from our subsurface exploration and laboratory testing, we performed analyses to develop geotechnical recommendations for project design and construction on the following: 5> Soil and groundwater conditions ➢ Retaining walls 5> Geologic hazards ➢ Slab -on -grade 5> Site preparation and grading ➢ Drainage 5> Excavations and slopes ➢ Utilities 5> Foundations ➢ Pavements The Riley Group, Inc. Geotechnical Engineering Repo. September 9, 2005 Staudacher Short Plat 2 Project No. 2005 -150 Tukwila, WA 98168 3.0 SITE CONDITIONS 3.1 Surface The subject site is a trapezoid- shaped parcel of land approximately 1.43 acres in size. The site is bound to the north and east by an uphill slope and a single - family residence, to the south by South 128 Street, and to the west by 40 Avenue South. The site is currently occupied by a single - family residence with a garage in the southeast portion of the site. The site slopes down to the southwest with an average slope gradient approximately 12 %. The northeast portion of the site is a slope with a gradient up to 30 %. 3.2 Soils The soils encountered in the test pits are relatively consistent across the site. Typical soil profile includes medium dense to very dense silty SAND with some gravel and trace cobbles and boulders. Test pit TP -2 located at the middle south of the site encountered 8 feet of medium silty SAND overlying stiff to very stiff SILT with some fine sand. Review of the Geologic Map of King County, Washington, by Derek B. Booth, et al. (2002) indicates that the soil in the project vicinity is mapped as Till (Qvt), which is compact layer containing subrounded to well - rounded clasts, glacially transported and deposited. The native soil includes minor stratified fluvial deposits, and generally forms undulating layer a few meters to a few tens of meters thick. These descriptions are generally similar to the findings in our field exploration. More detailed descriptions of the subsurface conditions encountered are presented in the Test Boring Logs included as Figures A -2 through A-4 in Appendix A. .3.3 Groundwater Groundwater seepage was not encountered during field exploration to a maximum depth of 8 feet bgs. The groundwater level appears to be deeper than the test pit termination depth. Fluctuations in groundwater level should be expected on a seasonal and annual basis. The :level will be highest during the extended periods of heavy seepage in the wet winter months. Given the time that the field exploration was performed, Riley believes that the groundwater should be below the season -high level. 3.4 Geologic Hazards Steep Slopes Riley reviewed the Sensitive Areas Map Folio, King County, Washington, (Map 4) dated March 2001. The review indicates that the site is not mapped as a landslide hazard area. Based on the existing site plan, the northeast portion of the site is a slope with gradient up to 30 %. The Riley Group, Inc. Geotechnical Engineering Repo 0 September 9, 2005 Staudacher Short Plat 3 Project No. 2005 -150 Tukwila, WA 98168 Riley performed a site reconnaissance and evaluated the slope stability condition during our field observations. We did not find any obvious features such as curved trees, tension cracks, other obvious features suggesting past or recent deep- seated landslides on the site. Riley believes that the site is in stable condition. However, creep and surface erosion was observed on the lower portion of the steep slope. Riley recommends that the proposed development minimize the slope disturbance and vegetation removal to keep the existing condition. Based on our conversation`'tlient, the proposed residence will match the existing site topography. No major excavation into the site is planned. In our opinion, the proposed development will not adversely affect slope stability if the geotechnical recommendations have been incorporated into final design and construction. Riley recommends that a building setback of 10 feet from the toe of the slope be used for the proposed building layout. Seismic Considerations Based on the 2003 International Building Code (IBC), the site soil is Class D (Table 1615.1.1). The earthquake spectral response acceleration at short periods (S is 142% g and at 1- second period (S1) is 49% g. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine- grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. We reviewed the results of the field and laboratory testing and assessed the potential for liquefaction of the site's soil during an earthquake. Since the site soil is dense silty sand with gravel, Riley considers that the possibility of liquefaction during an earthquake is minimal. 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 General Based on our study, the site is suitable for the proposed construction from a geotechnical standpoint. Foundations for the proposed residential buildings can be supported on conventional spread footings bearing on medium dense to dense native soil or structural fill if needed. Slab -on -grade and pavements can be similarly supported. Riley expects that excavation up to 6 feet may be to reach the proposed final grade elevation. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. The Riley Group, Inc. U.S. Sieve Size Percent Passing 3 inches 100 percent No. 4 sieve 75 percent No. 200 sieve 5 percent * Geotechnical Engineering Report M • September 9, 2005 Staudacher Short Plat 4 Project No. 2005 -150 Tukwila, WA 98168 4.2 Site Preparation and Grading Ye yna Ir) To prepare the site for construction, the existing structures' hould be demolished. All remnants related to previous construction which occupied the site should also be cleared and removed from the site. All vegetations including grass, blackberry and trees within the perimeter of the proposed construction area should be removed. Surface stripping depths of up to 12 inches should be expected to remove topsoil. Once clearing, grubbing, and other preparing operations are complete, cuts and fills can be made to establish desired building grades. The on -site excavated soils without organic materials can be suitable for use as structural fill except silt in test pit TP -2. However, the native soil contains a significant amount of fines and is moisture sensitive. If the construction occurs in wet weather, the native soil would be difficult to be compacted. If the construction occurs in wet weather, Riley recommends use imported structural fill for site grading. The imported material should meet the grading requirements listed in the table below: *Based on minus 3/4 inch fraction. Prior to use, a geotechnical engineer should examine and test all materials imported to the site for use as structural fill. Structural fill materials should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soil's maximum density, as determined by ASTM Test Designation D -1557 (Modified Proctor). The moisture content of the soil at the time of compaction should be within about two percent of its optimum, as determined by this ASTM method. 4.3 Excavations and Fill Slopes Excavations at the site with confined spaces, such as basements, footings, utility trenches, etc., must be completed in accordance with local, state, or federal requirements. Based on Occupational Safety and Health Administration (OSHA) regulations, the native undisturbed soil classifies as a Group B soil. Accordingly, for excavations more than four feet but less than 20 feet in depth, the temporary side slopes should be laid back with a minimum slope inclination of 1:1 (Horizontal: Vertical) in the native undisturbed soil. If there is insufficient room to The Riley Group, Inc. Geotechnical Engineering Rep. 1 September 9, 2005 Staudacher Short Plat 5 Project No. 2005 -150 Tukwila, WA 98168 complete the excavations in this manner, or excavations greater than 20 feet in depth are planned, using temporary shoring to support the excavations should be considered. The permanent cut and fill slopes should be graded with a finished inclination no greater than 2:1 (Horizontal:Vertical). Upon completion of construction, the slope face should be trackwalked, compacted and vegetated, or provided with other physical means to guard against erosion. Final grades at the top of the existing slope must promote surface drainage away from the existing slope crest. Water must not be allowed to flow in an uncontrolled fashion over the slope face. If it is necessary to direct surface runoff towards the slope, it should be controlled at the top of the slope, piped in a closed conduit installed on the slope face, and taken to an appropriate point of discharge beyond the toe. All fill placed for slope construction should meet the structural fill requirements as described in the Site Preparation and Grading section of this report. In addition, if new fills are placed over existing slopes of 20 percent or greater, the structural fill should be keyed and benched into competent native slope soils. A typical slope key and bench configuration is shown on the general slope fill detail on Figure 3. 4.4 Foundations Following the preparation and grading, Riley recommends that the proposed residential building can be supported on conventional spread footing foundations bearing on medium dense to dense native soil or structural fill if needed. Perimeter foundations exposed to the weather should be at a minimum depth of 18 inches below final exterior grades. Interior foundations can be constructed on any convenient depth below the floor slab. We recommend designing foundations for a net allowable bearing capacity of 2,500 pounds per square foot (psf) for native soil and structural fill. For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity can be used. For designing foundations to resist lateral loads, a base friction coefficient of 0.4 can be used. Passive earth pressures acting on the side of the footing and buried portion of the foundation stem wall can also be considered for resisting lateral loads. We recommend calculating this lateral resistance using an equivalent fluid weight of 250 pounds per cubic foot (pcf). At perimeter locations, we recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. This value assumes the foundation will be constructed neat against competent fill soil or backfilled with structural fill as described in the Site Preparation and Grading section. The recommended passive resistance value includes a safety factor of 1.5. With spread footing foundations as recommended in this section, you should expect maximum total and differential post - construction settlements of one inch and %z inch, respectively. The Riley Group, Inc. Geotechnical Engineering Repo. 1 September 9, 2005 Staudacher Short Plat 6 Project No. 2005 -150 Tukwila, WA 98168 4.5 Retaining Walls At the time of preparing this report, Riley was not aware of any retaining walls. However, based on the site topography, Riley expects that excavation up to 6 feet may be needed to reach the proposed final grade elevation. Retaining walls will be needed in some areas. Riley recommends cast -in -place concrete walls for building basement walls and rockeries for non - building walls for protecting the slopes and retaining fills. The retaining walls should be designed and constructed following the recommendations in this section. Concrete Walls The basement walls should be designed and constructed as retaining walls. The magnitude of earth pressure development on retaining walls will partly depend on the quality of the wall backfill. We recommend placing and compacting wall backfill as structural fill. Wall drainage will be needed behind the wall face. A typical retaining wall drainage detail is shown in Figure 4. With wall backfill placed and compacted as recommended, and drainage properly installed, we recommend designing unrestrained walls for an active earth pressure imposed by an equivalent fluid weighing 35 pcf. For restrained walls, an earth pressure imposed by an equivalent fluid weighing 55 pcf should be used for design. For seismic design, an addition uniform load of 5 to 7 H (H is wall height) should be applied to the wall surface. These values assume a horizontal backfill condition and that no other surcharge loading, such as traffic loading, sloping embankments, or adjacent buildings, will act on the wall. If such conditions will exist, then the imposed loading must be included in the wall design. Friction at the base of foundations and passive earth pressure will provide resistance to these lateral loads. Values for these parameters are provided in the Foundations section of this report. Rockeries Rockeries are not intended to function as engineered structures to resist lateral earth pressures like retaining walls. The primary function of rockeries is to cover exposed excavated surface and thereby retard the erosion process. Individual rockery heights should be limited to 8 feet against cut in dense native soil. The cut slope above the rockery should be graded with a maximum gradient of 2:1 (Horizontal: Vertical). A rockery detail is shown on the attached Figure 5. The rockery should be constructed by an experienced rockery contractor following guidelines as published by Associated Rockery Contractors (ARC). Rockery backfill should be compacted as structural fill as recommended in the Site Preparation and Grading section. Riley recommends that a geotechnical engineer be present on the site to monitor site work. The Riley Group, Inc. Geotechnical Engineering Report • • September 9, 2005 Staudacher Short Plat 7 Project No. 2005 -150 Tukwila, WA 98168 4.6 Slab -on -Grade Construction With site preparation completed as described in the Site Preparation and Grading section, suitable support for slab -on -grade construction should be provided. Riley recommends that the concrete slab be set on top of firm native soil or on structural fill. Immediately below the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free- draining sand or gravel that has less than five percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Typically, an eight to ten -mil thick plastic membrane is placed on a four -inch thick layer of clean gravel to avoid moisture by vapor transmission. The membrane should be covered with one to two inches of clean, moist sand to guard against damage during construction and to aid in curing of the concrete. For the anticipated floor slab loading, we estimate post - construction floor settlements of 1/4 to '/2 inch. 4.7 Drainage Surface Final exterior grades should promote free and positive drainage away from the building area. Water must not be allowed to pond or collect adjacent to foundations or within the immediate building area. For non - pavement locations, we recommend providing a minimum drainage gradient of three percent for a minimum distance of ten feet from the building perimeter. In paved locations, a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. Subsurface We recommend installing perimeter foundation drains. A typical recommended drain detail is shown on Figure 6. The foundation drains and roof downspouts should be tightlined separately to an approved discharge facility. Subsurface drains must be laid with a gradient sufficient to promote positive flow to a controlled point of approved discharge. 4.8 Utilities Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the City of Tukwila right -of -ways, bedding and backfill should be completed in accordance with City of Tukwila specifications. At a minimum, trench backfill should be placed and compacted as structural fill, as described in the Site Preparation and Grading section. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM standard. As noted, soils excavated on -site will generally be suitable for use as backfill material if The Riley Group, Inc. Geotechnical Engineering Repo. September 9, 2005 Staudacher Short Plat 8 Project No. 2005 -150 Tukwila, WA 98168 soil's moisture can be properly controlled. Boulders may be encountered during trench excavation. The contractor should be prepared to remove or break the boulder if encountered. 4.9 Pavements Pavement subgrades should be prepared as described in the Site Preparation and Grading section of this report. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. This condition should be verified by proof - rolling with construction equipment or hand probe by inspector. The required pavement thickness is not only dependent upon the supporting capability of the subgrade soils, but also on the traffic loading conditions which will be applied. For driveway and parking lot with typical passenger vehicle traffic, two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) can be used. For streets and heavy traffic area, three inches of AC over six inches of CRB should be used. The paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Class B asphalt concrete, and CRB surfacing. Long -term pavement performance will depend on surface drainage. A poorly drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than two percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. The Riley Group, Inc. Geotechnical Engineering Repor• 1 September 9, 2005 Staudacher Short Plat 9 Project No. 2005 -150 Tukwila, WA 98168 5.0 ADDITIONAL SERVICES Riley is available to provide further geotechnical consultation as the project design develops. We should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. Riley is also available to provide geotechnical engineering and monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may arise in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us know and we will prepare a cost proposal. 6.0 LIMITATIONS This report is the property of The Riley Group, Inc. and was prepared in accordance with generally accepted geotechnical engineering practices. This report is intended for specific application to the Staudacher Short Plat in Tukwila, Washington and for the exclusive use of property owner, Mr. Robert Staudacher, and their authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report are based upon data obtained from the test pits excavated on -site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, The Riley Group, Inc. should be requested to reevaluate the recommendations in this report prior to proceeding with construction. The Riley Group, Inc. 19TH ST. Southern Mel 0 R 02002 Delorme. Topo USA ®. Data copyright of content owner. www.delorme.00m Th R Gro up, Inc. aar 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 • Scale 1 : 24,000 1 ft Staudacher Short Plat Site Vicinity Map Figure 1 Site Address: 4020 South 128th Street, Tukwila, Washington S 126th St. 23140 by The Riley • • >> ...: \ \ \ � \ 1 \ �` � \ T 5 � ' 1- • \ l TP-6 ■ \ \\ \ \\ Ai w 1 \ ! I s. i TP -2/1 / I' 1 1 : • \E . . / / 22 re. j EXISTING GARAGE / / 1 ' 1 1 TO BE REMOVED � v ' /2 TP - 7 / ' L • tP ND FRONT SETBACK \ DESIGNATION REQUEST`.-- -,, FOR REASONABLE BUILDING - -. PAD WIDTH r 15 -2S% SLOP 1 f j TYPICAL APIfROXIMATEI BUILDING AREA i 1 TYPICAL YARD I SETBACK LIi4E i 28' WIDE RIGHT OF WAY I r 111 tit 1 EXISTING Ht I TO REMAIN i 1 1 Geotechnical Exploration Plan DRAWING NOT TO SCALE N Staudacher Short Plat Figure 2 Site Address: 4020 South 128th Street, Tukwila, Washington ` N. ;yam ; i ; \\ • i • �/ i '1 • \ 1 .4v- v.40 ...:sr./.0 !WSdt .. _— . daces. porch 1 s' t � Water sdea .� • ,3,. • Reference: Figure modified from Concept Lot Layout prepared by R.W. Thorpe & Associates, Inc. dated August 1, 2005. Geotechnical test pit location excavated TP -1 Group, Inc. on August 24, 2005. pt i-- The Riley Group, Inc. 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 MAXIMUM SLOPE GRADIENT: 2:1(H:V) EXISTING GRADE 11 1-711 -. /� The Riley Group, Inc. 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 NEW STRUCTURAL FILL 2 GRADE AFTER THE REMOVAL OF TOPSOIL AND OTHER LOOSE SOILS KEY CUT AND TOE DRAIN — 4" DIAMETER PERFORATED PIPE ENVELOPED IN 1 cu.ft. 3/4" DRAINAGE GRAVEL NOT TO SCALE SLOPE TO DRAIN NOTES 1. SLOPE SHOULD BE STRIPPED OF TOPSOIL AND UNSUITABLE SOILS PRIOR TO PLACING ANY FILL. 2. "BENCHES" SHOULD BE A MINIMUM OF 6 FEET WIDE. 3. "KEY" SHOULD BE MINIMUM 2 FEET DEEP AND 6 FEET WIDE, EXTENDING THE FULL LENGTH OF THE SLOPE FACE. 4. FINAL SLOPE FACE SHOULD BE DENSIFIED BY COMPACTION. 5. PLANT OR HYDROSEED SLOPE FACE TO REDUCE EROSION POTENTIAL. 6. ALL STRUCTURAL FILL SHOULD BE COMPACTED TO 95% OF SOILS MAXIMUM DRY DENSITY PER ASTM D -1557 (MODIFIED PROCTOR). Staudacher Short Plat General Slope Fill Detail TYPICAL BENCH — MAY REQUIRE SUBDRAIN IF SEEPAGE CONDITIONS ARE INDICATED Figure 3 Site Address: 4020 South 128th Street, Tukwila, Washington eo o G U o o ° 12" MINIMUM WIDE FREE — DRAINING GRAVEL 12" MIN. r FILTER FABRIC MATERIAL ,./ ,.... \. • t Alr The R il ey Group, . 17522 BOTH WAY NE, SUITE Inc A BOTHELL, WASHINGTON 98011 «: 4" DIAMETER PVC PERFORATED PIPE SLOPE TO DRAIN Dow— NOT TO SCALE 12" OVER THE PIPE L 3" BELOW THE PIPE Staudacher Short Plat Retaining Wall Drainage Detail EXCAVATED SLOPE (SEE REPORT FOR APPROPRIATE INCLINATIONS) COMPACTED STRUCTURAL BACKFILL (NATIVE OR IMPORT) Figure 4 Site Address: 4020 South 128th Street, Tukwila, Washington Firm undisturbed -' soil to be verified by Geotechnicol Enginee Swale for surface drainage control Keyway should be sloped down towords the face being protected dir The R iley G r oup, Inc. 17522 BOTHELL WAY NE , SUI TE A BOTHELL, WASHINGTON 98011 12 in. min. Crushed rock filter material, between 2 and 4 inch size with Tess than 2% fines. NOT TO SCALE 4 in. minimum diometer drain pipe surrounded by cleon washed 3/4" drain gravel Staudacher Short Plat Typical Rockery Section Detail Site Address: 4020 South 128th Street, Tukwila, Washington a 4 4 .• 4 • a a • 1 'COMPACTED STRUCTURAL BACKFILL:.; !eKe elb, N i0:Q1 >/ r •.,_ • "/\ / // ROCK OR PEA GRAVEL TO SCALE FILTER FABRIC Staudacher Short Plat Typical Footing Drain Detail Figure 6 Site Address: 4020 South 128th Street, Tukwila, Washington BUILDING SLAB 6 /. / /< //, / /z a 4" PERFORATED PIPE 3/4" WASHED NOT Allr T Rey Gro up,Inc. 17522 he BOTH ELL il WA NE, SUITE A BOTHELL, WASHINGTON 98011 1 Geotechnical Engineering Report. Staudacher Short Plat Tukwila, WA 98168 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING • September 9, 2005 Project No. 2005 -150 Staudacher Short Plat 4020 South 128 Street Tukwila, WA 98168 On August 24, 2005 we performed our field exploration using a rubber -tired backhoe. We explored subsurface soil conditions at the site by excavating seven test pits to a maximum depth of 9 feet below existing grade. The test pit locations are shown on Figure 2. The test pit locations were approximately determined by measurements from existing building and property boundaries. The Test Pit Logs are presented on Figures A -2 through A-4. A geologist/engineer from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test pit, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS) described on Figure A -1. Representative soil samples obtained from the test pits were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content of typical sample was measured and is reported on the Test Pit Logs. The Riley Group, Inc. MAJOR DIVISIONS LETTER SYMBOL w TYPICAL DESCRIPTION COARSE GRAINED SOILS More than 50% material larger than No. 200 sieve GRAVELS More than 50% of coarse fraction is larger than No. 4 sieve CLEAN GRAVELS <5% fines GW WeII- graded gravels, gravel -sand mixtures, little or no fines. GP Poorly- graded gravels, gravel -sand mixtures, little or no fines. GRAVELS with fines GM Silty gravels, gravel- sand -silt mixtures, non - plastic fines. GC Clayey gravels, gravel- sand -clay mixtures, plastic fines. SANDS o More than 50 /o of coarse fraction is smaller than No. 4 sieve CLEAN SANDS <5 %fines sw WeII- graded sands, gravelly sands, little or no fines. SP Poorly- graded sands or gravelly sands, little or no fines. SANDS with fines SM Silty sands, sand -silt mixtures, non - plastic fines. SC Clayey sands, sand -clay mixtures, plastic fines. FINE GRAINED SOILS SILTS AND CLAYS Liquid limits less than 50% ML Inorganic silts, rock flour, clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity, (lean clay). OL Organic silts and organic clays of low plasticity. SILTS AND CLAYS Liquid limits greater than 50% MH Inorganic silts, elastic. CH Inorganic clays of high plasticity, (fat clays). OH Organic clays of high plasticity. HIGHLY ORGANIC SOILS PT Peat. DEFINITION OF TERMS AND SYMBOLS SAND or GRAVEL Density SPT (Blows /Foot) 2" Outside diameter split spoon 1 sampler 2.4" Inside diameter ring sampler or 1 Shelby tube Z Water level (date) Tr Torvane reading, tsf pp Penetrometer reading, tsf DD Dry density, pcf LL Liquid limit, percent pi Plasticity index N Standard penetration, blows per foot Very loose 0 -4 Loose 4 -10 Medium dense 10 - 30 Dense 30 -50 Very dense >50 SILT or CLAY Consistency SPT (Blows /Foot) Very soft 0 -2 Soft 2-4 Medium stiff 4 -8 Stiff 8 -15 Very stiff 15 -30 Hard >30 �� The Riley Group, Inc. 17522 7522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 Staudacher Short Plat • Unified Soil Classification System Figure A -1 Site Address: 4020 South 128th Street, Tukwi a, Washington Vest Pit No. Depth (ft) Soil Description Sample — TP -7 Surface 0.5 - 8 8 - 9 Blackberry surface. 6 inches topsoil with roots. Brown silty SAND with some gravel, trace cobbles, damp, medium dense to dense, (SM). Brown silty SAND with some gravel, trace rock pieces, moist, dense, (SM). Bottom of test pit at 9 feet. No groundwater seepage encountered. Depth (moisture) 2.5 ft (8.0 %) 5 ft (10.3 %) 8 ft (10.9 %) Logged By: JC The Riley Group, Inc. 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 Test Pit Logs Date: 8/24/05 Staudacher Short Plat Figure A -4 Site Address: 4020 South 128th Street, Tukwila, Washington Test Pit No. Depth (ft) Soil Description Sample TP -1 Surface Tall Grass and blackberry surface. Depth (moisture) 12 inches topsoil with roots. 1 - 7 Brown silty SAND with some gravel, one 2 feet diameter boulder at 3 feet, damp to moist, dense to very dense, (SM). 2.5 ft (10.7 %) 5 ft (15.0 %) 7 - 8 Gray silty fine SAND, mottled brown, moist to wet, medium dense, (SM). 8 ft (22.7 %) Bottom of test pit at 8 feet. No groundwater seepage encountered. TP -2 Surface Grass and blackberry surface. 8 inches topsoil with roots. 0.6 - 8 Gray silty SAND, moist, medium dense, (SM). 2.5 ft (22.7 %) 5 ft (22.2 %) 8 - 9 Gray SILT with some fine sand, low plasticity, moist, stiff to very stiff, (ML). 8 ft (24.2 %) Bottom of test pit at 9 feet. No groundwater seepage encountered. TP -3 Surface Trees and blackberry surface. 6 inches topsoil with roots. 0.5 - 7.5 Light brown silty SAND with some gravel, trace cobbles, damp, medium dense to dense, (SM). 2.5 ft (6.5 %) 5 ft (6.7 %) 7.5 - 8.5 Light brown silty SAND with trace gravel, damp, dense, (SM). 8 ft (9.6 %) Bottom of test pit at 8.5 feet. No groundwater seepage encountered. i 1 i i Staudacher Short Plat Test Pit Logs Date: 8/24/05 Figure A -2 Site Address: 4020 South 128th Street, Tukwila, Washington Logged By: JC 1 The Riley Group, Inc. 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 Test Pit No. Depth (ft) Soil Description Sample — TP -4 Surface 0.5 - 7 7 - 8 Blackberry surface. 6 inches topsoil with roots. Light brown to brown silty SAND with some gravel, trace organics and cobbles, one 2 feet diameter boulder at 3 ft, damp to moist, medium dense to dense, (SM). Brown silty SAND with some gravel, moist, dense, (SM). Bottom of test pit at 8 feet. No groundwater seepage encountered. Depth (moisture) 2.5 ft (14.5 %) 5 ft (7.2 %) 8 ft (12.9 %) TP -5 Surface 0.5 - 8 8 - 9 Blackberry surface. 6 inches topsoil with roots. Brown silty SAND with some gravel, two 2.5 feet diameter boulder at 3 and 4 ft, damp, dense to very dense, (SM). Brown silty SAND with some gravel, moist, dense, (SM). Bottom of test pit at 9 feet. No groundwater seepage encountered. 2.5 ft (7.5 %) 5 ft (16.0 %) 8 ft (11.6 %) TP -6 — Surface 0.5 - 7 7 - 8 Blackberry surface. 6 inches topsoil with roots. Brown silty SAND with some gravel, some rock pieces (2" to 4 ") at 5 feet, damp to moist, dense, (SM). Brown silty SAND with some gravel, moist, dense, (SM). Bottom of test pit at 8 feet. No groundwater seepage encountered. 2.5 ft (12.8 %) 5 ft (10.3 %) 8 ft (10.9 %) i i Staudacher Short Plat Test Pit Logs Date: 8/24/05 Figure A -3 Site Address: 4020 South 128th Street, Tukwila, Washington Logged By: JC '_ rl IF The Riley Group, Inc. 4 17522 BOTHELL WAY NE, SUITE A BOTHELL, WASHINGTON 98011 THE RILEY GROUP INC. WETLAND DETERMINATION REPORT STAUDACHER SHORT PLAT 4020 S. 128 STREET TUKWILA, WASHINGTON PARCEL # 7340600664 April 18, 2005 PREPARED BY: The Riley Group, Inc. 17522 Bothell Way NE Bothell, WA 98011 PREPARED FOR: Robert N. Staudacher c.o. RW Thorpe & Associates, Inc. Jennifer Dischinger, ASLA 705 2 Avenue Suite 710 Seattle, WA 98104 PROJECT No. 2005 -064 SERVING THE PACIFIC NORTHWEST Main Office: 17522 Bothell Way NE, Bothell, WA 98011 Tel (425) 415 -0551 • Fax (425) 415 -0311 THE RILEY GROUP, INC. 1. Introduction This report presents the results of our wetland determination and critical areas study regarding the Staudacher Short Plat located at the northeast corner of 40 Avenue South and South 128 Street, Tukwila, Washington (hereon referred to as the Site). The Site is a 62,233 square foot (1.43 -acre) parcel' (tax parcel # 7340600664); Figure 1. 1.1 SITE DESCRIPTION A single - family home and detached garage are present on the southeast corner of the Site; the balance of the Site is undeveloped. The Site slopes from 100 -feet to 50 -feet from the northeast corner to the southeast corner. A small copse of black cottonwood trees with a shrub understory is located at the northwest corner of the Site. The south - central area is grassy and the balance of the Site is dominated by nearly monocultural Himalayan blackberry. 1.2 PROJECT BACKGROUND The City of Tukwila wetland inventory has identified one wetland, identified as Wetland 13, on the north side of the site (Figure 2). According to Nora Gierloff, Planning Supervisor for Tukwila as related in a phone conversation that took place on April 1, 2005, this determination was based upon aerial photographic and drive -by level investigation and no on -site verification was conducted. The purpose of this study was to determine whether or not any wetlands are present on, or within 300 feet, of the Site (the "study area ") that would affect the proposal to develop the Site with ± 7 lot short plat, and to determine the presence of any other environmentally sensitive areas that may affect Site development. 2. Wetland Determination & Methodology On March 23, 2005, Ms. Celeste Botha with The Riley Group, Inc. (Riley) examined the study area for indicators of critical areas, such as fish and wildlife habitat conservation { areas (including streams, areas occupied by sensitive, threatened, or endangered species) and wetlands. Wetlands were identified based on the presence of hydrophytic vegetation, hydric soil, and wetland hydrology using the routine method outlined in the 1997 Washington State Wetlands Identification and Delineation Manual (Washington State Manual), and following City of Tukwila regulations. During the study area evaluation, five detailed sample plots were located in distinct representative vegetation units in order to characterize the wetland and non - wetland communities. Field observations at each sample plot were compiled on preformatted Wetland Data Sheets, labeled 1 through 5. The locations of the data plots are shown on Figure 2. Per Bennett P.S. &E., Inc. 1984 Record of Survey Wetland Determination Report 1 April 18, 2005 Standacher l'lat,Tukwila Site , Project #2005 -064 Indicator -,Code � rr ¢„ - - x r ,. ` Freg tency'of Occurrenee,in Wetlands' (,under natural condi > . Obligate Wetland (OBL) — occur almost always in wetlands >99% Facultative Wetland (FACW *) — usually occur in wetlands 67 -99% Facultative (FAC *) — equally likely to occur in wetlands or non - wetlands 34 -66% Facultative Upland (FACU *) — usually occur in non - wetlands 1 -34% Obligate Upland (UPL) — occur almost always in non - wetlands <1% Not Listed (NL) — no indicator status - -- * Note: FACW, FAC, and FACU also have + and — values to represent species near the wetter end of the spectrum ( +) and species near the drier end of the spectrum ( -). THE - RILEY GROUP, INC. In addition, a general assessment of the functions of the wetland system (if any) was completed and wetland community types were classified using Classification of Wetlands and Deep Water Habitats in the U.S. (Cowardin et al., 1979). 2.1 VEGETATION Vegetation was evaluated across the study area to determine the presence of hydrophytic plant communities. Plant communities are considered hydrophytic when more than 50 percent of the dominant species in the plant community have a wetland indicator status of facultative (FAC +, FAC, & FAC -), facultative wetland (FACW +, FACW, & FACW- ), or obligate wetland (OBL), as listed in the National List of Plant Species That Occur in Wetlands, Region 9 — Northwest (Reed, 1993 and 1988). The indicator codes for plant species are noted in Table 1. Table 1. Plant Indicator Codes Dominant species were recorded as species comprising more than 20 percent of the plant community in each stratum (tree, shrub, and/or herb layer). 2.2 Solis Anaerobic (saturated) conditions cause hydric soils to form certain characteristics that can be observed in the field. Hydric indicators include: the presence of a matrix chroma of 1 or less in unmottled soil or 2 or less in mottled soil, gleyed soil, organic soils (peats and mucks), and the accumulation of sulfidic material. Soil pits were dug in each data plot, using a shovel to depths of 16 to 18 inches below ground surface (BGS). Soils textures were characterized using Natural Resources Conservation Service protocol, and examined for hydric indicators as described by the Washington State Manual. Soil colors were identified using a Munsell soil color chart (Kollmorgen Corporation, 1988). Depth of soil saturation was recorded for each plot. Wetland Data Sheets are included in Appendix B. Wetland Determination Report Staudacher Plat Tukwila Site 2 April 18, 2005 Project #2005 -064 THE RILEY GROUP, INC. Several secondary plots were examined across the wetland/upland boundary in order to determine the approximate boundary line, although data forms were not completed at the secondary plots. The secondary plots were used to examine similarities or differences in soils between major data plots and to establish mapped soil unit boundaries. 2.3 HYDROLOGY At each data plot, observations of direct and indirect wetland hydrology indicators were evaluated and recorded. Under normal conditions, hydrologic indicators are used to determine if the hydrology is either currently present or can be inferred from the guidelines provided in the Washington State Manual. These indicators include: recorded data, visual observation of inundation or saturation, watermarks, drift lines, sediment deposits, drainage patterns, local soil survey data, oxidized root channels, and water - stained leaves. 3. Wetland Study Results Based on our investigation, five data points (DPs), and research, Site vegetation, soils, and hydrology are presented below. 3.1 VEGETATION Three plant communities are present on the site, including a small copse of woodland, a small patch of grassland, and a nearly monotypic shrub /vine community comprised of Himalayan blackberry (Rubus procerus). DPs 1 and 2 were established close together in the area designated on the city's maps as potentially wetland. The location of DP 1 was selected because this area represented the area most likely as having wetland criteria, based upon the presence of a small, approximately 40 square -foot patch of creeping buttercup (Ranunculus repens). Black cottonwood (Populus balsamifera) dominates in the overstory. Hawthorne (Crataegus monogyna) and Indian plum (Oemleria cerasiformis) comprise the understory, together with Himalayan blackberry at DP 1. Aside from cottonwood, the dominant species in the wooded plant community are non - hydrophytic. DPs 3 and 4 represent the shrub /vine community dominated by nearly monotypic Himalayan blackberry. Hawthorne is scattered within this community as at DP 4. This is a non - hydrophytic plant community. DP5 was established lower on the slope within the grassed area west of the existing residence. Tall fescue (Festuca arundinaceae) forms a monoculture in this area. Thus, this area is dominated by non - hydrophytic species. IVetlaud Determination Report 3 April 18, 2005 Stauffacher Plat,Tulavila She Project #2005 -064 THE RILEY GROUP,:lik. 3.2 Soli, Soils in the northern perhaps two- thirds of the site have the appearance of fill material. Soil at DPs 1, 2, 3, and 4 are heavily compacted loamy to gravelly sand. Soil color does not meet hydric soil criteria at DPs 1, 2, 4, or 5; although mottled, the matrix color is too bright at DP 1 and no mottling was evident at DPs 2, 4, and 5. However, at DP 3, soil was moist mottled 2.5 Y 3/2 sandy loam, which does meet the hydric soil criterion. 3.3 HYDROLOGY Soil saturation was not encountered at any of the DPs. Even in the area deemed at first glance to potentially meet the criteria based upon the presence of buttercup, soils were dry to 16 inches during the time of year when hydrology is most likely to be present. 4. Conclusion There were no areas on or within 100 feet of the Site that exhibited indicators of all three wetland criteria, i.e., hydrophytic vegetation, hydric soils or wetland hydrology. In the absence of the three requisite criteria for determination as a wetland, the entire Site is considered non - wetland. 5. Report Limitations Work for this project was performed, and this report prepared for, Robert Staudacher and RW Thorpe & Associates, Inc. in accordance with generally accepted professional practices. This report is not meant to represent a legal opinion. No other warranty, expressed or implied, is made. Wetland determinations and/or wetland boundaries delineated by Riley are subject to verification and approval by regulatory agencies. Any site design work prior to verification of wetland boundaries is subject to corrective changes. If you have any question regarding this delineation report or its findings, please call us at (425) 415 -0551, or contact us by fax at (425) 415 -0311. Sincerely, THE RILEY GROUP, INC. - Celest ' Botha Senior Wetland Ecologist Attachments Report Distribution Paul President R. W. Thorpe & Associates (5 copies) HG II'etland Determination Report Standacher Plat Tukwila Site 4 April 18, 2005 Project 112005 -069 USGS, . 1 995, Des Moines, Washington 7.5- Minute Quadrangle Scale = I :25,000 prITo The Riley Group, Inc. 17522 BO WAY NE, S UITE A BOTHELL, WASHINGTON 98011 Staudacher Wetlands Project #2005 -064 Site Vicinity Map Figure 1 Site Address: 4020 South 128th Street, Tukwila, Washington Approximate Location of Type 3 Wetland as Presumed or Shown on the City of Tukwila Map S 126th St. - -- - gip■m -- 230.00' 0 roup, Inc. on March 23, 2005. ing Site Plan Prepared by March 3 I , 2005. \ -\ -•\ N � Project #2005 -064 - - 1 EXISTING GARAGE EXISTING HOUSE Site Plan NORTH - 5-. Staudacher Wetlands Figure 2 Site Address: 4020 South 128th Street, Tukwila, Washington • Approximate Data Plot Location by The Riley G Modified by The Riley Group, Inc. from Exis R.W. Thorpe 4 Associates, Inc. date. pri ' The Riley Group, Inc. 17522 BOT WAY NE, SUI A BOTHELL, WASHINGTON 98011 THE RILEY GROUP, INC. APPENDIX A: REFERENCES Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. Univ. of Washington Press, Seattle. King County DDES website, http: / /www.metrokc.gov /ddes /gis /parcel/ Munsell Color. 1992. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, MD. Reed, P.B., Jr. 1988. National List of Plant Species that Occur in Wetlands: National Summary. U.S. Fish and Wildlife Service, Washington, D.C. Biol. Rpt. 88(24). 244 p. 1993 Northwest Supplement, Region 9, December 1993. Snyder, D.E., P.S. Gale, and R.F. Pringle. 1973. Soil Survey of King County Area, Washington. U.S. Soil Conservation Service, Washington, D.C. Soil Conservation Service. 1985. Hydric Soils of the State of Washington. U.S. Soil Conservation Service, Washington, D.C. Soil Conservation Service. 1987. Hydric Soils of the United States. In cooperation with the National Technical committee for Hydric Soils. U.S.D.A. Soil Conservation Service, Washington, D.C. U.S. Fish and Wildlife Service. 1993. Northwest Supplement to National List of Plant Species that Occur in Wetlands: Region 9. Biol. Rpt. 88(24). Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Ecology Publication #96 -94. Washington State Department of Transportation. 2002. Wetland Functions Characterization Tool for Linear Projects. WSDOT Environmental Affairs Office, Wetland Strategic Plan Implementation Project. IVetland Determination Report Slaudacher /'lot Tukwila Site 5 April 18, 2005 Project 42005 -064 THE RILEY GROUP, INC. APPENDIX B: WETLAND DETERMINATION DATA FORMS Weila Determination Report 6 Standoc/er Plat Tukwila Site April 18, 2005 Project #2005 -064 "rOitClISile: / ,f _ i - 7 4 ,..( 2-f L. 6 ,pplicant/oer: ": - .„): 7 ,' , ,../.., .1,,e) 7 / ... I Lit vest itmtoris I: C - 7 / A ---, Date: '7' . .3. ....,?. ,. .. ..-...- County: /.„---- .- State: ,--,-:•--, ,;/: , STT/R: ,./ Do Normal Circumstances exist on the site? '-'..ei AO Is the site significantly disturbed (atypical situation? ye.s f no Is the area a potential Problem Area? yes f 'llio ) Explanation of amatcal or problem area: Community ID: Transect ID: ,--,.. ..-,--, Plot ID: VEGET.kil 0 N (For strata. indicate T = tree: S = shrub: H = herb: V = v i ne ) Dominant Plant Specks Stratum Cc cover Indicator Dominant Plant Species Stratum % cover Indicator 1 ha /e: # er ez-t (yur,t-t) -fr- nv-im ,Proc \,/- Y er i 0e44 re-414 <- -.." -r I 47 , , . l (f , e...12, g / 6- N L - .. • HYDROPHITIC VEGETATION INDICATORS Cr. of dominants OBL. FACW, & FAC . 3 ;2 21 Check all indicators that apply & explain below: Visual observation of plant species growing in areas of prolonged inundation/saturation Morphological adaptations Technical Literature Hydrophytic vegetation present? yes CE"?..) Rationale for decision/Remarla: HYDROLOGY is it the growing season? Based on: soil temp (record temp other (explain ) Dept. of inundation: — inches Depth to free water in pit: Depth to saturated soil: Check all that apply & explain below: Stream. Lake or gage data: Aerial photographs: Wetland hydrology present? Rationale for decision/Remarks: ves no 7 ut ...... (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) — inches • inches Other: ) Physiological/reproductive adaptations Wetland plant database Personal knowledge of regional plant communities Other (explain) Water Marks: yes on Drift Lines: yes i Oxidized Root (live roo„) Channels <12 in. yes FAC Neutral: • yes f no) Other (explain): Sediment Deposits: yes rho Drainaae Patterns: yes 7/no; Local Soil Survey: yes (no = Water-stained Leaves yes' no) Depth (inches) Horizon Matrix color (Munseil moist) Mottle colors (Munsell moist) Mottle abundance size 8: contrast Texture, concretions. structure. etc. Drawing of soil p (match description) t .% n: n ,,.• / J F r ! "p' : F Hydric Soil Indicators: _ Histosol Histic Epipedon (check all that apply) Odor Moisture Regime Conditions or Low- Chroma ( =1) matrix Matrix chroma Mg or Fe _< 2 with monks Concretions Content in Surface Layer of Sandy Soils Streaking in Sandy Soils National/Local Hydric Soils List in remarks) Sulftdic High Organic _ Aquic Organic _ Reducing Gleyed Listed on Other (explain Hydric soils present? yes D Rationale for decision/Remarks: ~' Wetland Determination (circle) yes yes Is the sampling point y es (no ) yes no within a wetland? `'' Hydrophvtic vegetation present? Hydric soils present? Wetland hvdroio�� present? Rationale/Remarks: • • Map Unit Name (Series t Phase) Taxonomy (subgroup) Profile Lfescri ption NOTES: Drainage Class Field observations confirm ycs map d type? No Revised 4/97 'rejecdSitc: ., r? ' r .,= — r `71.74 - ) �ippliCant/6Lt ntC: •..,,_. . s ; . :. !! e ik°�" t. eSl l Cator(s!: + c'r' Date County: ,4( '-:. } . State: .-- --,s S �JR: — .f�.. 1 , ;' .. . Do Normal Circumstances exist on the site? `� no Is the site signiticanttY disturbed (atypical situation t? vet h Ls the area a potential Problem Area? yes i ' no Explanation of arvuical or problem area: Community ID: Tran.sect ID: 1.. Plot ID: // ;" M VEGETATION (For strata. indicate T = tree: S = shrub: H = herb; V = vine) Dominant Plant Species Stratum 9 cover Indicator Dominant Plant Species Stratum Cc cover Indicator �' f CA' e, / nu n° i - / t tf - �� l�, 4 I/ � i V V J l 1 ) r H:"DROPHYIIC VEGETATION INDICATORS Cr of dominants OBL. FACW, &.FAC .0 Check all indicators that apply 8: explain below: ' in Physiological/reproductive adaptations Visual observation of plant species growing Wetland database areas of prolonged inundation /saturation plant Personal knowledge of regional plant communities Morphological adaptations Technical Literature Other (explain) Hydrophytic vegetation present? yes no } Rationale for decision/Remarks: ✓ HYDROLOGY Is it the growing season? e.- no J L' ' Based on :. I- soil temp (record temp ) Water Marks: ves J f on Sediment Deposits: yes tto) ...--- Drift Lines: ties (n Drainaze Patterns: yes / no f I other (explain) Dept. 'of inundation: '"'-' inches Oxidized Root (live root , Channels <12 in. Yes a o` Local Soil Survey: yes I noi �. , Depth to free water in pit: inches t,� t r�_ FAC Neutral: - yes 14iol Water - stained Leaves yes .no l Depth to saturated soil: -- inches Check all that apply & explain below: Stream, Lake or gage data: Other (explain): Aerial photo_raphs: Other: (WA State Wetland Delineation Manual or Wetland Delineation Manual Wetland hydrology present? Rationale for decision/Remarks: ties Depth (inches) Horizon Matrix color (Munsell moist) Mottle colors (Munsell moist) Mottle abundance size &: contrast Texture. concretions. structure, etc. Drawing of soil profile (match description) fi l c� f , r -;' ; f ‘ „ 47.1 ; / ��i a Hydric Sail Indicators: Histosol (check all that apply) Odor Moisture Regime Conditions or Low- Chrorna ( =l) matrix Matrix chroma < 2 with mottles Concretions Content in Surface Layer of Sandy Soils Streaking in Sandy Soils National/Local Hydric Soils List in remarks) Histic Epipedon Mg or Fe Sulfidic High Organic Aquic Organic Reducing Listed on Gieyed Other (explain Hydric sails present? yes o . Rationale for decision/Remarks: Wetland Determination (circle) yes ;t4 0) yes o� Is the sampling point yes no yes i no) within a wetland? Hydrophv Hydric soils Wetland hydrology vegetation present? present? present? Rational elRemarks: Map Unit Name (Series &_ Phase) Taxonomy (subgroup) Profile Dscrippon NOTES: Drainage Class Field observations confirm Yes mapped type? No Revised 4/97 •Tujeet/Site: • ,� ,.r , -"rte -q �';;�` ; ._ r %�°' ;' � _� 4ppiicant/ownrr. : ;t: r �t�" _. *,.. :nv'esti atorl5l: 2' 5- ee l/ _ Date: , i County: , /3 r�. k '.,,,- ."" State: f • SIT/R: . st, Do Normal Circumstances exist on the site? •.4 is no Is the site significantly disturbed (atypical situations? yes ( Es the area a potential Problem Arta? yes �\ s t xulanation of atypical or problem area: — ° Community ID: Transect ID: r.. ,- r7.' . Plot ID: �` r - _ VEGETATION (For strata. indicate T = tree: S = shrub. H = herb; V = vine) Dominant Plant Species Stratum Sc cover Indicator Dominant Plant Species Stratum Sr cover Indicator gtai q fi -z:- ) 1'd Pfr 1 HYDROPHYTIC VEGETATION INDICATO cc of dominants OB L. FACW, & FAC Check all indicators that apply & explain below: Visual observation of plant species growing in areas of prolonged inundation /saturation Momphological adaptations Technical Literature Hydrophytic vegetation present? Rationale for decisionfRemarks: Ryes HYDROLOGY is it the growing season? Based on: Cb--'- C soil temp (record temp other (ex lain! inches Dept. bf inundation: Depth to free water in pit: inches Depth to saturated soil: inches Check all that apply & explain below: Stream. Lake or gage data: _ Aerial photographs: _ Wetland hydrology present? Rationale for decision/Remarks: • VU14.•*ti • • I...•u•.0 +■•••••• (WA State Wetland Delineation Manual or 7957 Corr s Wetland Delineations Manual) Yes Water Marks: on Drift Lines: yes *o 9) Sediment Deposits: yes(._nc Oxidized Root (live roots Channels <12 in. yes fao PAC Neutral: • yes not Other (explain): • Drain_ce Patterns: Local Soil Survey: yes 'no Water- stained Leaves yes',nor yes nn) • Other: f ®o • r Physiolo_icalireproductit•e adaptations Wetland plant database Personal knowledge of regional plant comtnur.ities Other (explain) Depth (inches) Horizon Matrix color (Muasell moist) Mottle colors (Munsell moist) Mottle abundance size a contrast Texture. concretions. structure. etc. Drawing of soil profile (match description) f 4 f 3 G" -.J � 1' , S Hydric Soil Indicators: Histosol (check all that apply) Odor Moisture Regime Conditions or Low- Chrorna ( =1) matrix t' Matrix chroma 5 2 with mottles Concretions Content in Surface Layer of Sandy Soils Streaking in Sandy Soils National/Local Hydric Soils List in remarks) Histic Epipedon Me or Fe _ Sulfdic High Organic Aquic Organic Reducing Listed on Gleved Other (explain Hydric soils present? ( no Rationale for decision/Remarks:._...' Wetland Determination (circle) yes za' ) yes '`r35' Is the sampling point ' es yes no) within a wetland? `-' Hydrophytic Hydric soils We hydrology vegetation present? present? present? Map Unit Name (Series & Phase) Taxonomy (suborou Profile Description NOTES: Drainage Class Field observations confirm Yes ma. ped N e' No Revised 4/97 )ru eet/Site: '.- .. J --,-'' kpplicantlowner•. r^ � F:� e ! " ,,, , lnvesticator(s): �.- Date: 1 ff., ,-5 "„ County: �. SITIR: t:+ r , . /_J i .4.- Do Normal Circumstances exist on the site' l Vie; no Is the site significantly disturbed (atypical situation t'.' yes (it&S Is the area a potential Problem Area' yess i Explanation of arvpical or Problem area: - Community ID: Transect ID: Plot ID: •*;� .r,�s VEGETATION (For strata, indicate T = tree: S = shrub: H = herb: V = vine) Dominant Plant Species Stratum Jr cover Indicator Dominant Plant Species Stratum 7 ir cover Indicator P It ba ,p V i >�: a , I HYDROPHYTIC VEGETATION INDICATORS c of dominants OBL FACW, & FAC Check all indicators that apply & explain below: ` in Physiological/reproductive adaptations Visual obser••ation of plant species !rowing Wetland database are of prolonged inundation /saturation plant Personal knowledge of regional plant communities Morphological adaptations Other (explain) Technical Literature Hcdrophytic vegetation present? Yes �;rt . Rationale for decision/Remarks: HYDROLOGY Is it the grooming season? ;:, i no r Fi Based on: ( ' soi temp (record temp ; Water Marks: yes a) on Sedirnent Deposits: yes( no) Drift Lines: des 1`nO Drainsee Patterns: es /nti • other (explain) Dept. 'of inundation: r inches Oxidized Root (live roots) Channels <i 2 in. yes no,, Local Soil Survey: yes bs Depth to free water in pit: ' inches ;: jr2 ?h' , FAC Neutral: • yes ran 'fo Water- stained Leaves yes j l Depth to saturated soil: ' inches Check all that apply & explain below: Stream. Lake or gage data• Other (explain): Aerial photographs: Other: (WA State Wetland .Delineation Manual or 1957 Corps Wetland Delineation Manual) Wetland hydrology present' Rationale for decision/Remarks: yes Depth (inches) Horizon Matrix color ( Munsell moist) Mottle colors (Munsell moist) Mottle abundance size S.: contrast Texture. concretions. structure. etc. Drawing of soil profile (match description) J /y!' A) VR 1, Iyy ,y} .F`. L Hydric Soil Indicators: Histosol (check all that apply) Odor Moisture Regime Conditions or Low- Chrome ( =1) matrix Matrix chroma _< 2 with mottles Concretions Content in Surface Layer of Sandy Soils Streaking in Sandy Soils National/Local Hydric Soils List in remarks) • Histic Epipedon Me or Fe Sulfidic High Organic Aquic Organic Reducing Listed on • Gleved Other (explain Hydric soils present? yes f ii ) . Rationale for decision/Remarks: Wetland Determination (circle) yes 63 yes no' Is the sampling point yes yes (no within a wetland? Hydrophytic vegetation present? Hydric soils present? Wetland hydrology present? Rationale/Remarks: • • • ( Map Unit Name (Series :8.: Phase) Taxonomy (subgroup ) Profile Description NOTES: Drainage Class Field observations confirm Yes mapped type? No Revised 4/97 .)r o�jeet ite: ; I ✓ ._, , _, 4 y ,:,, ,�, - ', J !°^ 4 . �• kpplicanslowner: �(..> t d,e d a ;y i .rap Lnvesiicatons): Date:' .. /. -r , County: L t'%f State: ���--- � . e STf /R: f L;,, r n -5',.._. Do Normal Circumstances exist on the site? 1 no C Ls the site signiicarnly disturbed (atypical situation)? yes -• ,. is the area a potential Problem Area? yes , : to) Explanation of atypical or problem area: Community ID: Trance) ID: c • ,, P lot ID: ° _ VEGETATION (For strata, indicate T = tree: S = shrub: H = herb: V = vine) Dominant Plant Species Stratum rig cover Indicator Dominant Plant Species Stratum Lie cover Indicator 1 5. lam. / a 9` i h /:/ i L.. — HYDROPHITIC VEGETATION INDICATORS Si of dominants DEL FACW, & FAC Check all indicators that apply & explain below: - Physiological/reproductive adaptations Visual observation of plant species growing in Wetland database areas of prolonged inundationisaturation plant Personal knowledge of regional communities Morphological adaptations plant Other (explain) Technical Literature Hydrophytic vegetation present? yes (t0 Rationale for decision/Remarks: HYDROLOGY Is it the growing season? Yes no - Eased on: AT- (, -(- soil temps record temp ) Water Marks: yes fio on . Sediment Deposits: yes( n2) ,{, Drift Lines: yes ('0' Drairaa<?e Patterns: yes (h ) other (explain) Dept. of inundation: — inches Oxidized Root (live roots --. Channels <12 in_ yes /no Local Soil Survey: yes nn Depth to free water in pit: inches FAC Neutral: • yes (iii) Water - stained 1, aves yep fo) Depth to saturated soil: — inches Check all that apply & explain below: Stream. Lake or gage data: Other (explain): Aerial photaaraphs: Other: �, Wetland hydrology present? Rationale for decision/Remarks: (WA State Wetland Delineation Manual or Sti e tland Delineation Manual) yes Depth (inches) Horizon Matrix color (Munsell moist) Mottle colors (ivlunssell moist) Mottle abundance size g contrast Texture. concretions. structure. etc. Drawing. of soil profile (match description) P , _ - / » Wi %; - _._ , , P Hydric Soil Indicators: Histosol (check all that apply) Odor Regime Conditions or Low- Chroma ( =1) matrix Matrix chroma <_ 2 with mottles Concretions Content in Surface Layer of Sandy Soils Streaking in Sandy Soils National/Loc l Hydric Soils List in remarks) Histic Epipedon Mg or Fe Sulfidic High Organic Aquic Moisture Organic Reducing Listed on � vGlzved Other (explain Hydric soils present? { = es) no _ Rationale for decision/Remarks: — Wetland Determination (circle) yes no no no Is the sampling point yes �` es ; no within a wetland? Hydrophvtic vegetation present? Hydric soils present? Wetland hydrology resent? Rationale /Retnarks: • Map Unit Name (Series 8_ Phase) Taxonomy (subgroup) Profile Description Drainage Class Field observations confirm Yes N mapped type? NOTES: Revised 4/97 FIDELITY NATIONAL TITLE INSURANCE COMPANY Fidelity National Title Insurance Company 17911 Von Karman Avenue, Suite 300 Irvine, CA 92614 -6253 RECEIVED MAY o 1 2oQ6 C OPdiMU'�l "rY DEVELpPI I ENT Fidelity National Mk Insurance Company A Stock Company COMMITMENT FOR TITLE INSURANCE FIDELITY NATIONAL TITLE INSURANCE COMPANY, a Corporation, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. iN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." Countersigned FORM 27/48 -83-66 Authorized Signature Commitment for Title Insurance FidelityNational Title Insurance Company BY ATTEST President Secretary • ALTA COMMITMENT - 1966 FOR USE IN WASHINGTON STATE Valid Only if Schedule A and B are Attached The conditions of this commitment require that the premium and charges be paid prior to the issuance of the title policy(s). Therefore, no policyts) will be Issued until the charges have been remitted to the issuing agent. SCHEDULE OF EXCLUSIONS FROM COVERAGE The Exclusions from Coverage referred to in Paragraph 3 of the Conditions and Stipulations are as follows: ALTA OWNER'S POLICY (10- 17 -92) & ALTA LEASEHOLD OWNER'S POLICY (10- 17 -92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent hat a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights law, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. ALTA LOAN POLICY (10- 17 -92) & ALTA LEASEHOLD LOAN POLICY (10- 17 -92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part, or (iv) environmental protection or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or material); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim of priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or In part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (i i) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer, or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. CONDITIONS AND STIPULATIONS 1. The term "mortgage ", when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of the Commitment. Fidelity National Title Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771 -3031 / (800) 776 -3021 Fax No. (425) 670 -2109 Direct Line (425) 640 -3500 ** THIRD REPORT ** SHORT PLAT CERTIFICATE TO: R.W. THORPE & ASSOCIATES INC. 705 2ND AVE. SUITE 710 SEATTLE, WA 98104 -0000 Attention : JENNIFER LEE Your Number : -- Reference Name: VESTED OUR NUMBER 0172955 - Short Plat Certificate Dear Sirs: In the matter of the above described Short Plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and from such examination hereby certifies that: TITLE TO the following described land is vested in: ROBERT N. STAUDACHER, a married man as his separate estate, as to forty percent (40 %) interest, and Michael Talevich, a married man as his separate estate, as to sixty percent (60 %) interest THE LAND is situate in said King County, and is described as follows: See Attached - Page 2 SUBJECT TO the exceptions shown herein. No search has been made as to the taxes and assessments. THIS CERTIFICATE shall have no force or effect except as a basis for the Certificate applied for. Records examined to April 3, 2006 at 8:00 A.M. at 8:00 A.M. By: Premium $ 250.00 Sales Tax: $ 22.25 FIDELITY NATIONAL TIT i; COMPANY OF WASHINGTON Terry Sarver, ief Title Officer Bill Fisher, Senior Title Officer Christoff Huyboom, Title Officer Fidelity National Title Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771 -3031 / (800) 776 -3021 Fax No. (425) 670 -2109 Direct'Line (425) 640 -3510 TO: R.W. THORPE & ASSOCIATES INC. 705 2ND AVE. SUITE 710 SEATTLE, WA 98104 -0000 Attention : JENNIFER LEE Your Number : -- Reference Name: VESTED Order No. : 0172955 Thank you for giving us the opportunity to serve you. We appreciate your business and will strive to merit the confidence you have shown in us. Enclosed: SHORT PLAT CERTIFICATE DOCUMENT COPIES Please call us whenever we can be of further assistance. DATED: April 8, 2006 FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON Fidelity National Title Company of Washington Short Plat Certificate, Page 2 Our Number 0172955 LEGAL DESCRIPTION: A portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the Plat thereof recorded in Volume 10 of Plats, Page 74, records of King County, Washington, described as follows: Commencing at the Northeast corner of said Tract 45, which point is on the center line of the street; THENCE West along the center line of the Street 150 feet; THENCE South parallel to the East line of said Tract 45, 152.50 feet to the true point of beginning; THENCE South along said parallel line 333.85 feet to a point of curve; THENCE along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a point of tangency, which point is on the Northeasterly line of South 128th Street (formerly River Street); THENCE along said street line North 50 °45'30" West 265.35 feet to the Easterly line of 40th Avenue South (formerly Dale Street); THENCE North along said Easterly line 177.61 feet to a point from which the true point of beginning bears East; THENCE East 230 feet to the true point of beginning. Situate in the County of King, State of Washington. NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn Tract 45, RIVERSIDE INTERURBAN TRACTS This property is located in King County. Recording to be delivered to: Fidelity National Title Co., 720 Olive Way *515, Seattle, WA 98101 Fidelity National Title Company of Washington Short Plat Certificate, Page 3 Our Number 0172955 1. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: TO MAY 1ST; THE SECOND HALF TAXES ARE DUE Year: Amount Billed: Amount Paid: Amount Due: Tax Account No.: Levy Code: Value of Land: Value of Improvements: To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 2. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Trustee: Beneficiary: Original Amount: Dated: Recorded: Recording No.: 3. DEED OF TRUST SECURING A LINE OF CREDIT AND THE TERMS AND CONDITIONS THEREOF: Grantor: Robert N. Staudacher, a married man as his separate estate and Michael Talevich, as his separate estate LS Title of Washington Mortgage Electronic Registration Systems, Inc. ( "MERS ") as nominee for Countrywide Home Loans, Inc. $40,000.00, plus interest April 4, 2005 April 11, 2005 20050411000919 Trustee: Beneficiary: Original Amount: Dated: Recorded: Recording No.: 2006 $3,562.44 $ 0.00 $3,562.44 734060 - 0664 -08 2413 $171,000.00 $104,000.00 EXCEPTIONS THE FIRST HALF TAXES ARE PRIOR TO NOVEMBER 1ST: Robert N. Staudacher, a married man as his separate estate and Michael Talevich, as his separate estate LS Title of Washington Mortgage Electronic Registration Systems, Inc. ( "MERS") as nominee for Countrywide Home Loans, Inc. $320,000.00, plus interest April 4, 2005 April 11, 2005 20050411000918 NOTE: Caution should be exercised to ensure that a reconveyance will be obtained. DUE PRIOR 4. Any unrecorded leaseholds, right of vendors and holders of security interests on personal property installed upon said property, and rights of tenants to remove trade fixtures at the expiration of the term. Fidelity National Title Company of Washington Short Plat Certificate, Page 4 Our Number 0172955 5. City of Tukwila Resolution No. 653, recorded under Recording No. 7810160659 and Ordinance No's. 1138,1479, 1480, and 1481, recorded under Recording Nos. 8002210461, 8810170591, 8810170592, and 8810170593, which provides in part, for land use plan and zoning regulation, and as amended thereto, upon annexation of the lands to Tukwila. END OF EXCEPTIONS THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL 20050411000917 WHEN RECORDED RETURN TO: JOHN STEPHEN FORDERHASE, P.S. Melrose & Pine Building 1216 Pine Street * Suite 201 Seattle, Washington 98101 (206) 224 -3475 * FAX (206) 957 -0696 • 20050 FIDELITY NATI 1000917 O WD 21.00 PAGE001 OF 003 04/11/2005 12:09 KING COUNTY, WA E2114437 04/11/2005 12:00 KING COUNTY, WA S $400,000.00 STATUTORY WARRANTY DEED PAGE001 OF 001 Grantor: Barbara E. Davidson and Gary L. Evans Grantee: Robert N. Staudacher and Michael Talevich Legal Description (abbreviated): Portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, Volume 10 of Plats, page 74 BY �2O r3 � Assessor's Tax Parcel ID #: 734060 - 0664 -08 THE GRANTOR, Barbara E. Davidson, FIDELI v ayf marri e d NAT wo m i0NAL an as her TIT separate estate, and Gary L. Evans, an unmarried man, for and in consideration of TEN DOLLARS ($10.00) and other good and valuable consideration in hand paid, conveys and warrants to Robert N. Staudacher, a married man as his separate estate, as to a FORTY PERCENT (40.0 %) interest and Michael Talevich, a married man as his separate estate, as to a SIXTY PERCENT (60.0 %) interest, the following described real estate, situated in the County of King , State of Washington: A Portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the Plat thereof recorded in Volume 10 of Plats, page 74, records of King County, Washington, described as follows: Commencing at the northeast corner of said Tract 45, which point is on the center line of the street; Thence west along the center line of the Street 150 feet; Thence south parallel to the east line of said Tract 45, 152.50 feet to the true point of beginning; Thence south along said parallel line 333.85 feet to a point of curve; Thence along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a. point of tangency, which point is on the northeasterly line of South 128th Street (formerly River Street); Thence along said street line north 50 °45'30" west 265.35 feet to the easterly line of 40th Avenue South (formerly Dale Street); Thence north along said easterly line 177.61 feet to a point from which the true point of beginning bears east; Thence east 230 feet to the true point of beginning. 20050411000917.001 i 1 • r RECEIV Situate in the County of King, State of Washingto f..#t.- Grantor: Gran Ay 0 1 2006 STATUTORY WARRANTY DEED I DEVELOP ENT SUBJECT TO: Restrictions, easements and covenants of record, as ATTACHED hereto and incorporated herein by reference as Exhibit "A ". Dated this day of April, 2005 Dated this ± day of April, 2005 6434/1/krelay Barbara E. Davidson ACKNOWLEDGED AND ACCEPTED AS TO CONTENT AND FORM: The Grantees by signing the acceptance below evidence their intention to acquire said premises and all interest granted them hereunder in the percentages as stated, regardless of the respective amounts paid for the purchase, and further acknowledge, accept and approve this Deed as to content and form this 6 day of April, 2005. Robert N. Staudacher .chael Talevich STATE OF WASHINGTON COUNTY OF KING On this day personally appeared before me Barbara E. Davidson and Gary L. Evans, to me known, or proved to me on the basis of satisfactory evidence, to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the purposes there' '•: oned. Air if r NOTARY : LIC in and for the State of W . shington, residing at Seattle Print Name: John S. Forderhase My commission expires 4 -4 -07 GIVEN UNDER MY HAND and official se JOHNS. FORDERRASE coat OF WASHINGTON STATUTORY WARRANTY DEED - 2 ss. G �ti 6' day of April, 2005. 20050411000917.002 STATUTORY WARRANTY DEED - 3 EXHIBIT "A" to STATUTORY WARRANTY DEED TITLE TO PROPERTY SUBJECT TO THE FOLLOWING: City of Tukwila Resolution No. 653, recorded under Recording No. 7810160659 and Ordinance No's. 1138,1479, 1480, and 1481, recorded under Recording Nos. 8002210461, 8810170591, 8810170592, and 8810170593, which provides in part, for land use plan and zoning regulation, and as amended thereto, upon annexation of the lands to Tukwila. Grantor : 1, ,1) Grantee: 20050411000917.003 20050411000916 JOHN STEPHEN FORDERHASE, P.S. Melrose as Pine Building 1216 Pine Street * Suite 201 Seattle, Washington 98101 (206) 224 -3475 * FAX (206) 957 -0696 I 111 2® ®5 ®4 11 0 00916 FIDEL AO PAGE001 OF N 02 04/11/2005 12:09 Y. UA E2114436 04/11/2005 11:59 K COUNTY, UA.00 SALE $0. QUIT CLAIM DEED Situate in the County of King, State of Washington . QUIT CLAIM DEED -1 !n,tbIs: PAGE001 OF 001 Grantor: Karen Elizabeth Staudacher and Melissa V. Talevich Grantee: Robert N. Staudacher and Michael Talevich Legal Description (abbreviated): Portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, Volume 10 of Plats, page 74 Assessor's Tax Parcel ID #: 734060- 0664 -08 ��5���� 5 THE GRANTOR, Karen Elizabeth Stau ccher, wife of Robert N. Staudacher, and Melissa V. Talevich, wife of Michael Talevich for no consideration and to create separate property only pursuant to WAC 458 -61 -340 (1) convey and quit claim to Robert N. Staudacher, a married man as his separate estate, as to a FORTY PERCENT (40.0 %) interest, and Michael Talevich, a married man as his separate . estate, as to a SIXTY PERCENT (60.0 %) interest, the following described real estate, situated in the County of King, State of Washington, together with all after acquired .title of the grantors therein: A Portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the Plat thereof recorded in Volume 10 of Plats, page 74, records of King County, Washington, described as follows: Commencing at the northeast corner of said Tract 45, which point is on the center line of the street; Thence west along the center line of the Street 150 feet; Thence south parallel to the east line of said Tract 45, 152.50 feet to the true point of beginning; Thence south along said parallel line 333.85 feet to a point of curve; Thence along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a point of tangency, which point is on the northeasterly line of South 128th Street (formerly River Street); Thence along said street line north 50 °45'30" west 265.35 feet to the easterly line of 40th Avenue South (formerly Dale Street); Thence north along said easterly line 177.61 feet to a point from which the true point of beginning bears east; Thence east 230 feet to the true point of beginning. 20050411000916.001 Dated this !"' day of April, 2005 K aren Eliz e th Staudach er STATE OF WASHINGTON COUNTY OF KING GIVEN UNDER MY HAND and o QUIT CLAIM DEED -2 JOHN S. FORDERHASE STATE OF WASHINGTON NOTARY —•— PUBIC tt M Y COMMISSION EXPIRES 04-04.-07 Me ssa V. Talevich ss. On this day personally appeared before me Karen Elizabeth Staudacher and Melissa V. Talevich, to me known, or proved to me on the basis of satisfactory evidence, to be the individual described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the purpos erein mentioned. this day of April, 2005. VOTARY.'UBLIC in and for the Mate of Washington, residing at Seattle Print Name: John S. Forderhase My commission expires 4 -4 -07 lnitals: 20050411000916.002 20050411000918 After Recording Return To: COUNTRYWIDE HOME LOANS, INC. MS SV -79 DOCUMENT PROCESSING P.O.Box 10423 Van Nuys, CA 91410 -0423 Assessor's Parcel or Account Number. 734060 Abbreviated Legal Description: PTN TRACT 45, RIVERSIDE INTERURBAN TRACTS [Include lot, block and plat or section, township and range) Full legal description located on page 12 INSURED BY Trustee: FIDELITY NATIONAL TITLE LS TITLE OF WASHINGTON 621)3-3(o y2/ Additional Grantee Grantees located on page DEFINITIONS Borrower is the trustor under this Security lnsttumenl. (C) "Lender" is COUNTRYWIDE HOME LOANS, INC. Lender is a CORPORATION organized and existing under the laws of NEW YORK F FIDELI 9 TY 0 TIO DT 40.00 P U09 [Space Above This Line For Recording Data) DEED OF TRUST 0009881820009005 (Doc ID 8] MIN 1000157- 0009977971 -9 i 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) "Security Instrument" means this document, which is dated APRIL 04, 2005 , together with all Riders to this document. B) "Borrower" is ROBERT N STAUDACHER, A MARRIED MAN AS HIS SEPARATE ESTATE, AND MICHAEL TALEVICH, AS HIS SEPARATE ESTATE WASHINGTON - Single Family- Fannie Mae/Freddie Mac UNIFORM INSTRUMENT WITH MFRS Page 1 of 11 Initials; -8A(WA) (0012).01 CHL (08/02)(d) VMP MORTGAGE FORMS - (800)521 -7291 CONVNA Forrn 30481/01 1111111 1 0 9 8 8 1 8 2 0 0 0 0 . 0 0 0 2 0 0 6 A 20050411000918.001 -8A(WA) (0012).01 CHL (08/02) Page 2 of 11 DOC ID #<: 0009881820004005 Lender's address is 4500 Park Granada, Calabasas, CA 91302 -1613 (D) "Trustee" is LS TITLE OF WASHINGTON 2707 COLBY AVE., SUITE 118 (E) "MERS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MFRS is the beneficiary under this Security Instrument. MFRS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501 -2026, tel. (888) 679 -MERS. (F) "Note" means the promissory note signed by Borrower and dated APRIL 04, 2005 . The Note states that Borrower owes Lender THREE HUNDRED TWENTY THOUSAND and 00 /100 Dollars (U.S. $ 320, 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 HAY 01, 2 035 (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (II) "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]: © Adjustable Rate Rider E Condominium Rider 0 Second Home Rider 0 Balloon Rider Planned Unit Development Rider © 1-4 Family Rider 0 VA Rider 0 Biweekly Payment Rider 0 Other(s) [specify] (J) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules 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 of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic 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 limited 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) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, 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; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the 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 (1) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might 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 of this 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 (ii) 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 of KING [Type of Recording Jurisdiction] [Name of Recording Jurisdiction] In Form 30481/01 20050411000918.002 DOC ID 0: 0009881820004005 SEE EXHIBIT ° A" ATTACHED HERETO AND MADE A PART HEREOF. which currently has the address of 4020 S 128TH ST, TUKWILA (SlreeuCityl Washington 981 - 2574 ( "Property Address "): Imp Code) TOGETHER WITH all the improvements now or hereafter erected on the property, and all casements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instilment All of the 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, MFRS (as nominee for Lender and Lender's successors and assigns) has the right to exercise any or all of those interests, including, but not limited 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 seised 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 due under the Note. Borrower shall also pay fluids, for Escrow Items pursuant to Section 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 may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring 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 Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall eit 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 performing 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 priority: (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 ant and the I 1 - 6A(WA) (0012).01 CHL (08/02) Page 3 01 11 Initla Form 3 0481/01 20050411000918.003 DOC ID St 0009881820004005 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 wider 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 Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, 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 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. If Borrower 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 Fonds due on the basis of current data and reasonable estimates of expenditures 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, if 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 Borrower any interest or earnings on the Funds. 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. If there is a shortage 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 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. Upon payment in full of all sums secured by this Security 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 am Escrow hems, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien 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 a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. 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. - 8A(WA) (0012).01 CML (08/02) Page 4 of 11 Initials Form 30481/01 ZUU5o1411 UOU9113.OU4 DOC ID B: 0009881820004005 Lender may require Borrower to pay a one-time charge for a real 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 within the term "extended coverage," and any 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 carder 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 'mappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in 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 option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the 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 might 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 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 carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance procaeAs, whether or not the underlying insurance was required by Lender, 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 for public 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 the Note 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 - BA(WA) (0012).01 CHL (08/02) Page 5 of 11 Form 30481/01 20050411000918.005 DOC ID 9: 0009881820009005 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 if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking 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 Borrowers obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. 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 Properly 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 in 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 Property to 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 tamed on or off. 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 of disbursement 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 required 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 designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage 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 of the 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 fact 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 shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non - refundable loss reserve, until Lenders 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. C) m 6A(WA) (0012).01 CHL (08102) Page 6 0111 20050411000918.006 DOC ID #: 0009881820004005 Mortgage insurers evaluate their total 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 require the 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 of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might 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 other terms 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 1998 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. If the Property is damaged, such Miscellaneous Proceeds 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 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 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 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. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument 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 of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the 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 of the sums secured immediately before the partial 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 of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration 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 of the Property or other material impairment of Lender's interest in the 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. - 6A(WA) (0012).01 CHL (08/02) Page 7 of 11 Initials Form 3048 1/01 20050411000918.007 DOC ID (i: 0009881820004005 All Miscellaneous Proceeds that are 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 of the time for payment or modification of amortization of the 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 time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. 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 Borrower 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 Instrument; 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 limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited 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 permitted limits will be refunded to Borrower. Lender may choose to make this refund by 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 far 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 to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly 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 with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under 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 a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this 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 obligati gp tp take any action. tnteals (m 5A(WA) (0012).01 CHL (08/02) Page 8 of 11 1 Form 30481/01 20050411000918.008 DOC ID 1: 0009881820004005 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 in the Property" means any legal or beneficial interest in the 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 of all sums secured by 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 of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower 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'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. 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 a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the 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 serviced by a Loan Servicer other than the purchaser 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 be joined 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 duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and Iaws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release i a azardous - 8A(WA) (0012).01 CHL (08/02) Page 9 of 11 Initials Form 3048 1101 20050411000918.009 DOC ID #i: 0009881820004005 Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON - UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days in the future. The notice shall further inform Borrower of the right to reinstate after acceleration, the right to bring a court action to assert the non - existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by Applicable Law. If the default is not cured on or before the date specified in the notice, Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines, Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by Applicable Law. 25. Use of Property. The Property is not used principally for agricultural purposes. 26. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees,' whenever used in this Security Instrument, shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. ® - 6A(WA) (0012).01 CHL (08/02) Form 10 of 11 / Form 30481/01 20050411000918.010 DOC ID #: 0009881820004005 BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. Witnesses: 1 . JOHN S. FORDERHASE STATE OF WASHINGTON NOTARY — • — Swam NY COMMISSION EXPIRES 8404 .01 © -6A(WA) (0012).01 CHL (08/02) ROBERT N. STAUDACNER M IC (Seal) - Borrower (Seal) - Bmmwer (Seal) .Borrower (Seal) .Bower STATE OF WASHINGTON County of Vs•— ` } ss: On this day personally appeared before me 0.-4b 1 N . b. bt.) V^c^ • 5S k V • -1- 0‘e- 4, ‘.,k--. to me known to be the individual(s) described in and who ex cuted the within and foregoing instrument, and acknowledged that ' ti 'fined the same as iaAter free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this t" day of {, e J • 2 O , s' Notary ' • lie in and for the State of Washington, residing at S e A4A_ L✓► S. Fog 0 ft_ ice' My Appointment Expires on Page 11 of 11 Form 3048 1/01 20050411000918.011 Prepared by: TIFFANY GASH DATE: 04/04/2005 CASE*: DOCID#: 0009881820004005 BORROWER: ROBERT N. STAUDACHER PROPERTY ADDRESS:4020 S 128TH ST TUKWILA, WA 98168 -2574 AWVAM.ONV Legal Descdptbn Exhibit A 20404 -XX (041031(d) COUNTRYWIDE HOME LOANS, INC. Branch #: 0000373 2825 EASTLAKE AVE E #250 SEATTLE, WA 98102 Phone: (206)302 -2000 Br Fax No.: (206)323 -3595 LEGAL DESCRIPTION EXHIBIT A A portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the Plat thereof recordedi n Volume 10 of Plats, Page 74, records of King County, Washington, described as follows: Commencing at the Northeast corner of said Tract 45, which point is on the center line of the street; THENCE West along the center line of the Street 150 feet; THENCE South parallel to the East line of said Tract 45, 152.50 feet to the true point of beginning; THENCE South along said parallel line 333.85 feet to a point of curve; THENCE along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a point of tangency, which point is on the Northeasterly line of South 128th Street ( formerly River Street); THENCE along said street line North 50 degrees 45'30" West 265.35 feet to the Easterly line of 40th Ave South ( formerly Dale Street); THENCE North along said Easterly line 177.61 feet to a point from which the true point of beginning bears East; THENCE East 230 feet to the True Point of Beginning. Situate in the County of King, State of Washington. 1 1111111111 111 20050411000918.012 ADJUSTABLE RATE RIDER (PayOption LIBOR One-Month Index • Payment Caps) 0009881820004005 [Doc ID In THIS ADJUSTABLE RATE RIDER is made this FOURTH day of APRIL, 2005 , and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument") of the same date given by the undersigned ( "Borrower") to secure Borrower's Adjustable Rate Note (the "Note") to COUNTRYWIDE HOME LOANS, INC. ( "Lender') of the same date and covering the property described in the Security Instrument and located at: 4020 S 128TH ST TUKWILA, WA 98168 -2574 [Property Address] THE NOTE CONTAINS PROVISIONS THAT WILL CHANGE THE INTEREST RATE AND THE MONTHLY PAYMENT. THERE MAY BE A LIMIT ON THE AMOUNT THAT THE MONTHLY PAYMENT CAN INCREASE OR DECREASE. THE PRINCIPAL AMOUNT TO REPAY COULD BE GREATER THAN THE AMOUNT ORIGINALLY BORROWED, BUT NOT MORE THAN THE MAXIMUM LIMIT STATED IN THE NOTE. ADDITIONAL COVENANTS: In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agrees as follows: A. INTEREST RATE AND MONTHLY PAYMENT CHANGES The Note provides for changes in the interest rate and the monthly payments, as follows: • PayOption LIBOR ARM Rider 1E311 -XX (12/04)(d) Page 1 of 6 1I 1IO JiHIllhI ]1 '098818200000001E311 20050411000918.013 • PayOption LIBOR ARM Rider 1E311 -XX (12/04) Page 2 of 6 DOC ID #: 0009881820004 2. INTEREST (A) Interest Rate Interest will be charged on unpaid Principal until the full amount of Principal has been paid. I will pay interest at a yearly rate of 2.12 5 %. The interest rate I will pay may change. The interest rate required by this Section 2 is the rate I will pay both before and after any default descnbed in Section 7(B) of the Note. (B) Interest Rate Change Dates The interest rate I will pay may change on the first day of AUGUST, 2005 , and on that day every month thereafter. Each date on which my interest rate could change is called an "Interest Rate Change Date." The new rate of interest will become effective on each Interest Rate Change Date. The interest rate may change monthly, but the monthly payment is recalculated in accordance with Section 3. (C) Index Beginning with the first Interest Rate Change Date, my adjustable interest rate will be based on an Index. The "Index" is the average of interbank offered rates for one month U.S. dollar- denominated deposits in the London market ( "LIBOR ", as published in The Wall Street Journal. The most recent Index figure available as of the date 15 days before each Interest Rate Change Date is called the "Current Index ". If the Index is no longer available, the Note Holder will choose a new index that is based upon comparable information. The Note Holder will give me notice of this choice. (D) Calculation of interest Rate Changes Before each Interest Rate Change Date, the Note Holder will calculate my new interest rate by adding THREE & 2 0 / 10 0 percentage point(s) ( 3.2 00 %) ( "Margin") to the Current Index. The Note Holder will then round the result of this addition to the nearest one - eighth of one percentage point (0.125 %). This rounded amount will be my new interest rate until the next Interest Rate Change Date. My interest will never be greater than 9.950 %. Beginning with the first Interest Rate Change Date, my interest rate will never be lower than the Margin. 3. PAYMENTS (A) Time and Place of Payments I will make a payment every month. I will make my monthly payments on the FIRST day of each month beginning on JUNE 01, 20 05 . I will make these payments every month until I have paid all the Principal and interest and any other charges described below that I may owe under the Note. Each monthly payment will be applied as of its scheduled due date and will be applied to interest before Principal. If, on MAY 01, 2035 , I still owe amounts under the Note, I will pay those amounts in full on that date, which is called the "Maturity Date." 20050411000918.014 DOC ID #: 0009881820004005 I will make my monthly payments at P.O. Box 10219, Van Nuys, CA 91410 -0219 or at a different place if required by the Note Holder. (B) Amount of My Initial Monthly Payments Each of my initial monthly payments until the first Payment Change Date will be in the amount of U.S. $ 1, 202.89 , unless adjusted under Section 3(F). (C) Payment Change Dates My monthly payment may change as required by Section 3(D) below beginning on the first day of JUNE, 2006 , and on that day every 12th month thereafter. Each of these dates is called a "Payment Change Date." My monthly payment also will change at any time Section 3(F) or 3(G) below requires me to pay a different monthly payment. The "Minimum Payment is the minimum amount Note Holder will accept for my monthly payment which is determined at the last Payment Change Date or as provided in Section 3(F) or 3(G) below. If the Minimum Payment is not sufficient to cover the amount of the interest due then negative amortization will occur. I will pay the amount of my new Minimum Payment each month beginning on each Payment Change Date or as provided in Section 3(F) or 3(G) below. (D) Calculation of Monthly Payment Changes At least 30 days before each Payment Change Date, the Note Holder will calculate the amount of the monthly payment that would be sufficient to repay the unpaid Principal that I am expected to owe at the Payment Change Date in full on the maturity date in substantially equal payments at the interest rate effective during the month preceding the Payment Change Date. The result of this calculation is called the "Full Payment.° Unless Section 3(F) or 3(G) apply, the amount of my new monthly payment effective on a Payment Change Date, will not increase by more than 7.5% of my prior monthly payment. This 7.5% limitation is called the "Payment Cap .° This Payment Cap applies only to the Principal and interest payment and does not apply to any escrow payments Lender may require under the Security Instrument. The Note Holder will apply the Payment Cap by taking the amount of my Minimum Payment due the month preceding the Payment Change Date and multiplying it by the number 1.075. The result of this calculation is called the °Limited Payment." Unless Section 3(F) or 3(G) below requires me to pay a different amount, my new Minimum Payment will be the lesser of the Limited Payment and the Full Payment. I also have the option to pay the Full Payment for my monthly payment. • PayOption LIBOR ARM Rider 1E311 -XX (12104) Page 3 of 6 20050411000918.015 (E) Additions to My Unpaid Principal Since my monthly payment amount changes less frequently than the interest rate, and since the monthly payment is subject to the payment limitations described in Section 3(D), my Minimum Payment could be less than or greater than the amount of the interest portion of the monthly payment that would be sufficient to repay the unpaid Principal I owe at the monthly payment date in full on the Maturity Date in substantially equal payments. For each month that my monthly payment is less than the interest portion, the Note Holder will subtract the amount of my monthly payment from the amount of the interest portion and will add the difference to my unpaid Principal, and interest will accrue on the amount of this difference at the interest rate required by Section 2. For each month that the monthly payment is greater than the interest portion, the Note Holder will apply the payment as provided in Section 3(A). (F) Limit on My Unpaid Principal; Increased Monthly Payment My unpaid Principal can never exceed the Maximum Limit equal to ONE HUNDRED FIFTEEN percent ( 115 %) of the Principal amount I originally borrowed. My unpaid Principal could exceed that Maximum Limit due to Minimum Payments and interest rate increases. In that event, on the date that my paying my monthly payment would cause me to exceed that limit, I will instead pay a new monthly payment. This means that my monthly payment may change more frequently than annually and such payment changes will not be limited by the 7.5% Payment Cap. The new Minimum Payment will be in an amount that would be sufficient to repay my then unpaid Principal in full on the Maturity Date in substantially equal payments at the current interest rate. (G) Required Full Payment On the fifth Payment Change Date and on each succeeding fifth Payment Change Date thereafter, I will begin paying the Full Payment as my Minimum Payment until my monthly payment changes again. I also will begin paying the Full Payment as my Minimum Payment on the final Payment Change Date. (H) Payment Options After the first Interest Rate Change Date, Lender may provide me with up to three (3) additional payment options that are greater than the Minimum Payment, which are called °Payment Options." I may be given the following Payment Options; () Interest Only Payment: the amount that would pay the interest portion of the monthly payment at the current interest rate. The Principal balance will not be decreased by this Payment Option and it is only available if the interest portion exceeds the Minimum Payment (i) Fully Amortized Payment: the amount necessary to pay the loan off (Principal and interest) at the Maturity Date in substantially equal payments. (iii) 15 Year Amortized Payment: the amount necessary to pay the loan off (Principal and interest) within a fifteen (15) year term from the first payment due date in substantially equal payments. This monthly payment amount is calculated on the assumption that the current rate will remain in effect for the remaining term. • PayOption LIBOR ARM Rider 1E311 -XX (12/04) Page 4 of 6 DOC ID #: 0009881820004005 20050411000918.016 DOC ID #: 0009881820004005 These Payment Options are only applicable if they are greater than the Minimum Payment. B. TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER Section 18 of the Security Instrument entitled °Transfer of the Property or a Beneficial Interest in Borrower" is amended to read as follows: Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, Interest in the Property" means any legal or beneficial interest in the 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 of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. Lender also shall not exercise this option if: (a) Borrower causes to be submitted to Lender information required by Lender to evaluate the intended transferee as if a new loan were being made to the transferee; and (b) Lender reasonably determines that Lender's security will not be impaired by the loan assumption and that the risk of a breach of any covenant or agreement in this Security Instrument is acceptable to Lender. To the extent permitted by Applicable Law, Lender may charge a reasonable fee as a condition to Lender's consent to the loan assumption. Lender may also require the transferee to sign an assumption agreement that is acceptable to Lender and that obligates the transferee to keep all the promises and agreements made in the Note and in this Security Instrument. Borrower will continue to be obligated under the Note and this Security Instrument unless Lender releases Borrower in writing. If Lender exercises the option to require immediate payment in full, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this • PayOption LIBOR ARM Rider 1E311-XX (12/04) Page 5016 20050411000918.017 DOC ID #: 0009881820004005 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. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Adjustable Rate Rider. ROBERT N. STAUDACHER MICHA L T LEVICH di 5-1 • PayOption LIBOR ARM Rider 1E311 -XX (12/04) Page 6 of 6 20050411000918.018 - Boaower - Borrower - Borrower - Borrower After Recording Return To: COUNTRYWIDE HOME LOANS, INC. MS SV -79 DOCUMENT PROCESSING P.O.Box 10423 Van Nuys, CA 91410 -0423 PARCEL ID #: 734060- 0664 -08 Prepared By: 1 -4 FAMILY RIDER (Assignment of Rents) THIS 1-4 FAMILY RIDER is made this FOURTH day of APRIL, 2005 and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument ") of the same date given by the undersigned (the "Borrower ") to secure Borrowers Note to COUNTRYWIDE HOME LOANS, INC. (the "Lender ") of the same date and covering the Property described in the Security Instrument and located at: 4020 S 128TH ST TUKWILA, WA 98168 -2574 [Property Address] 1-4 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: MULTISTATE 1-4 FAMILY RIDER - Fannie Mae/Freddle Mac UNIFORM INSTRUMENT CI1-57R (0401).01 CHL (06/04)(d) Page 1 of 3 VMP Mortgage Solutions, Inc. (800)521 -7291 0009881820004005 [Doc ID #1 Initials Form 31701/01 I 0 9 8 8 1 2 0 0 0 0 0 0 0 2 0 6 7 R 20050411000918.019 DOC ID #: 0009881820004005 A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items now or hereafter attached to the Property to the extent they are fixtures are added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located in, on, or used, or intended to be used in connection with the Property, including, but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and light, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, paneling and attached floor coverings, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument. All of the foregoing together with the Property described in the Security Instrument (or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 1-4 Family Rider and the Security Instrument as the "Property." B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property. C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by Section 5. E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Section 19 is deleted. F. BORROWER'S OCCUPANCY. Unless Lender and Borrower otherwise agree in writing, Section 6 concerning Borrower's occupancy of the Property is deleted. G. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property. Upon the assignment, Lender shall have the right to mrxlify, extend or terminate the existing leases and to execute new leases, in Lender's sole discretion. As used in this paragraph G, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold. H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ( "Rents") of the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall pay the Rents to Lender or Lender's agents. However, Borrower shall receive the Rents until: (i) Lender has given Borrower notice of default pursuant to Section 22 of the Security Instrument, and (ii) Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agent This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of default to Borrower. (i) all Rents received by Borrower shall be held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the Security Instrument; (ii) Lender shall be entitled to collect and receive all of the Rents of the Property; (iii) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant; (iv) unless applicable law provides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking control of and managing the Property and collecting the Rents, including, but not limited to, attorneys' fees, receiver's fees, premiums on receiver's bonds, repair and ck -57R (0401).01 CHL (06/04) Page 2 of 3 Inftials•� Form 31701/01 20050411000918.020 DOC ID #: 0009881820004005 maintenance costs, insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the Security Instrument; (v) Lender, Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. If the Rents of the Property are not sufficient to cover the costs of taking control of and managing the Property and of collecting the Rents any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by the Security Instrument pursuant to Section 9. Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has not performed, and will not perform, any act that would prevent Lender from exercising its rights under this paragraph. Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon, take control of or maintain the Property before or after giving notice of default to Borrower. However, Lender, or Lender's agents or a judicially appointed receiver, may do so at any time when a default occurs. Any application of Rents shall not cure or waive any default or invalidate any other right or remedy of Lender. This assignment of Rents of the Property shall terminate when all the sums secured by the Security Instrument are paid in full. L CROSS - DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. BY SIGNING BELOW, Borrower accepts and agrees to the terms and provisions contained in this 1-4 Family Rider. ROBERT N. STAUDACHER MIC EL ' • EVICH (Seal) - Borrower (Seal) - Borrower (Seal) - Borrower (Seal) - Borrower CD -57R (0401).01 CHL (06/04) Page 3 of 3 Form 31701/01 ZUUDU411 UMW O.U41 After Recording Return To: COUNTRYWIDE HOME LOANS, INC. MS SV -79 DOCUMENT PROCESSING P.O.Box 10423 Van Nuys, CA 91410 -0423 Assessor's Parcel or Account Number: 73 4 0 60 - 0 664 Abbreviated Legal Description: PTN TRACT 45, RIVERSIDE INTERURBAN TRACTS (include lot, block and plat or section, township and rangel Full legal description located on page 6 INSURED BY Trustee: FIDELITY NATIONAL TITLE LS TITLE OF WASHINGTON S -20 9 '3 ( 0 \2 \ [Space Above This Line For Recording Data) • MERS HELOC - Deed of Trust 2E034 -WA (11/04)(d) 11111111111111 20050411000919 31.00 FIpEt,ITY NPTIO DT PROEM OF 012 04/11/2005 12:09 KING COUNTY, UP DEED OF TRUST (Line of Credit Trust Deed) Page 1 of 5 0009881819204005 (Doc ID 4) MIN 1000157- 0004977973 -5 THIS DEED OF TRUST, dated APRIL 04, 2005 , is between ROBERT N STAUDACHER, a married mamas his separate estate, and Michael Talevich, a married man as his separate estate, residing at 10517 NE 46TH ST, KIRKLAND, WA 98033 the person or persons signing as "Grantor(s)" below and hereinafter referred to as "we," "our," or "us" and LS TITLE OF WASHINGTON as trustee and hereinafter referred to as the "Trustee," with an address at 2707 COLBY AVE., SUITE 118 for the benefit of MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., ( "MERS ") a Delaware corporation, with an address of P.O. Box 2026, Flint, MI 48501 -2026, tel. (888) 679 -MERS. MERS is the "Beneficiary" under this Deed of Trust and is acting solely as nominee for COUNTRYWIDE HOME LOANS, INC. ( "Lender" or "you ") and its successors and assigns, with an address of 4500 Park Granada, Calabasas, CA 91302 - 1613 PREMISES: In consideration of the loan hereinafter described, we hereby mortgage, grant and convey to the Trustee the premises Located at 4020 S 128TH ST, TUKWILA [State, Municipality] KING Washington 98168 - 2574 (the "Premises "). County ZIP 1111 1111111 1 , ,vvv. ,�.vv, and further described as: SEE ATTACHED LEGAL DESCRIPTION ADDENDUM BORROWER'S IMPORTANT OBLIGATIONS: • MERS HELOC - Deed of Trust 2E034 -WA (11/04) Pege2 of5 DOC ID #: 0009881819204005 The Premises includes all buildings and other improvements now or in the future on the Premises and all rights and interests which derive from our ownership, use or possession of the Premises and all appurtenances thereto. The Premises are not used principally for agricultural or farming purposes. WE UNDERSTAND and agree that MERS is a separate corporation acting solely as nominee for Lender and Lender's successors and assigns, and holds only legal title to the interests granted by us in this Deed of Trust, 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 of those interests, including, but not limited to, the right to foreclose and sell the Property, and to take any action required of Lender including, but not limited to, releasing or canceling this Deed of Trust. TERM: The maximum term of the Note is 25 years, including any renewals or extensions thereof. LOAN: This Deed of Trust will secure your loan to us in the principal amount of $ 40, 000.00 much thereof as may be advanced and readvanced from time to time to ROBERT N. STAUDACHER the Borrower(s) under the Home Equity Credit Line Agreement And Disclosure Statement (the "Note ") dated APRIL 04, 2005 , plus interest and costs, late charges and all other charges related to the loan, all of which sums are repayable according to the Note. This Deed of Trust will also secure the performance of all of the promises and agreements made by us and each Borrower and Co- Signer in the Note, all of our promises and agreements in this Deed of Trust, any extensions, renewals, amendments, supplements and other modifications of the Note, and any amounts advanced by you under the terms of the section of this Deed of Trust entitled "Our Authority To You." Loans under the Note may be made, repaid and remade from time to time in accordance with the terms of the Note and subject to the Credit Limit set forth in the Note. OWNERSHIP: We are the sole owner(s) of the Premises. We have the legal right to mortgage, grant and convey the Premises to the Trustee. (a) PAYMENT AND PERFORMANCE: We will pay to you all amounts secured by this Deed of Trust as they become due, and shall strictly perform our obligations. (b) TAXES: We will pay all real estate taxes, assessments, water charges and sewer rents relating to the Premises when they become due. We will not claim any credit on, or make deduction from, the loan under the Note because we pay these taxes and charges. We will provide you with proof of payment upon request. (c) MAINTENANCE: We will maintain the building(s) on the Premises in good condition. We will not make major changes in the building(s) except for normal repairs. We will not tear down any of the building(s) on the Premises without first getting your consent. We will not conduct or permit any nuisance or waste on or to the Premises. We will not use the Premises illegally. If this Deed of Trust is on a unit in a condominium or a planned unit development, we shall perform all of our obligations under the declaration or covenants creating or governing the condominium or planned unit development, the by -laws and regulations of the condominium or planned unit development and constituent documents. (d) INSURANCE: We will keep the building(s) on the Premises insured at all times against loss by fire, flood and any other hazards you may specify. We may choose the insurance company, but our choice is subject to your reasonable approval. The policies must be for at least the amounts and the time periods that you specify. We will deliver to you upon your request the policies or other proof of the insurance. The policies must name you as "mortgagee" and "loss- payee" so that you will receive payment on all insurance claims, to the extent of your interest under this Deed of Trust, before we do. The insurance policies must also provide that you be given InItIkre LVIJUV' I I VVVJ I J.VVL or so DOC ID #: 0009881819204005 not less than 10 days prior written notice of any cancellation or reduction in coverage, for any reason. Upon request, we shall deliver the policies, certificates or other evidence of insurance to you. In the event of loss or damage to the Premises, we will immediately notify you in writing and file a proof of loss with the insurer. You may file a proof of loss on our behalf if we fail or refuse to do so. You may also sign our name to any check, draft or other order for the payment of insurance proceeds in the event of loss or damage to the Premises. If you receive payment of a claim, you will have the right to choose to use the money either to repair the Premises or to reduce the amount owing on the Note. (e) CONDEMNATION: We assign to you the proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of the Premises, or part thereof, or for conveyance in lieu of condemnation, all of which shall be paid to you, subject to the terms of any Prior Deed of Trust. (f) GOVERNMENTAL REQUIREMENTS: We will comply with all laws, ordinances and regulations applicable to the use or occupancy of the Premises. (g) SECURITY INTEREST: We will join with you in signing and filing documents and, at our expense, in doing whatever you believe is necessary to perfect and continue the perfection of your lien and security interest in the Premises. It is agreed that the Lender shall be subrogated to the claims and liens of all parties whose claims or liens are discharged or paid with the proceeds of the Agreement secured hereby. (h) OUR AUTHORITY TO YOU: If we fail to perform our obligations under this Deed of Trust, you may, if you choose, perform our obligations and pay such costs and expenses. You will add the amounts you advance to the sums owing on the Note, on which you will charge interest at the interest rate set forth in the Note. If, for example, we fail to honor our promises to maintain insurance in effect, or to pay filing fees, taxes or the costs necessary to keep the Premises in good condition and repair or to perform any of our other agreements with you, you may, if you choose, advance any sums to satisfy any of our agreements with you and charge us interest on such advances at the interest rate set forth in the Note. This Deed of Trust secures all such advances. Your payments on our behalf will not cure our failure to perform our promises in this Deed of Trust. Any replacement insurance that you obtain to cover loss or damages to the Premises may be limited to the amount owing on the Note plus the amount of any Prior Deeds of Trust. (i) PRIOR DEED OF TRUST: If the provisions of this paragraph are completed, this Deed of Trust is subject and subordinate to a prior deed of trust dated and given by us for the benefit of as beneficiary, in the original amount of $ 0.00 (the "Prior Deed of Trust "). We shall not increase, amend or modify the Prior Deed of Trust without your prior written consent and shall upon receipt of any written notice from the holder of the Prior Deed of Trust promptly deliver a copy of such notice to you. We shall pay and perform all of our obligations under the Prior Deed of Trust as and when required under the Prior Deed of Trust. (j) HAZARDOUS SUBSTANCES: We shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or in the Premises. We shall not do, nor allow anyone else to do, anything affecting the Premises that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, use, or storage on the Premises of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Premises. As used in this paragraph, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph, "Environmental Law" means federal laws and laws of the jurisdiction where the Premises are located that relate to health, safety or environmental protection. (k) SALE OF PREMISES: We will not sell, transfer ownership of, mortgage or otherwise dispose of our interest in the Premises, in whole or in part, or permit any other lien or claim against the Premises without your prior written consent. (I) INSPECTION: We will permit you to inspect the Premises at any reasonable time. NO LOSS OF RIGHTS: The Note and this Deed of Trust may be negotiated or assigned by you without releasing us or the Premises. You may add or release any person or property obligated under the Note and this Deed of Trust without losing your rights in the Premises. DEFAULT: Except as may be prohibited by applicable law, and subject to any advance notice and cure period if required by applicable law, if any event or condition of default as described in the Note occurs, the Trustee may foreclose upon this Deed of Trust by notice and sale or may foreclose judicially, in either case in accordance with and to the extent provided by law. You may bid at any public sale on all or any portion of the • MERS HELOC - Deed of Trust 2E034 -WA (11/04) Page 3 of 5 Initl DOC ID #: 0009881819204005 Property. In addition, you or the Trustee may, in accordance with applicable law, (i) enter on and take possession of the Premises; (ii) collect the rental payments, including over -due rental payments, directly from tenants; (iii) manage the Premises; and (iv) sign, cancel and change leases. We agree that the interest rate set forth in the Note will continue before and after a default, entry of a judgment and foreclosure or public sale. In addition, you shall be entitled to collect all reasonable fees and costs actually incurred by you in proceeding to foreclosure or to public sale, including, but not limited to, trustees fees, reasonable attorneys fees (whether or not there is a judicial proceeding) and costs of documentary evidence, abstracts and title reports. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER: As additional security, we assign to you the rents of the Premises. You or a receiver appointed by the courts shall be entitled to enter upon, take possession of and manage the Premises and collect the rents of the Premises including those past due. WAIVERS: To the extent permitted by applicable law, we waive and release any error or defects in proceedings to enforce this Deed of Trust and hereby waive the benefit of any present or future laws providing for stay of execution, extension of time, exemption from attachment, levy and sale and homestead exemption. BINDING EFFECT: Each of us shall be fully responsible for all of the promises and agreements in this Deed of Trust. Until the Note has been paid in full and your obligation to make further advances under the Note has been terminated, the provisions of this Deed of Trust will be binding on us, our legal representatives, our heirs and all future owners of the Premises. This Deed of Trust is for your benefit and for the benefit of anyone to whom you may assign it. Upon payment in full of all amounts owing to you under the Note and this Deed of Trust, and provided any obligation to make further advances under the Note has terminated, this Deed of Trust and your rights in the Premises shall end. NOTICE: Except for any notice required under applicable law to be given in another manner, (a) any notice to us provided for in this Deed of Trust shall be given by delivering it or by mailing such notice by regular first class mail addressed to us at the last address appearing in your records or at such other address as we may designate by notice to you as provided herein, and (b) any notice to you shall be given by certified mail, return receipt requested, to your address at For MERS: P.O. Box 2026, Flint, MI 48501 -2026 For Lender: 4500 Park Granada, Calabasas, CA 91302 - 1613 or to such other address as you may designate by notice to us. Any notice provided for in this Deed of Trust shall be deemed to have been given to us or you when given in the manner designated herein. RELEASE: Upon payment of all sums secured by this Deed of Trust and provided your obligation to make further advances under the Note has terminated, the Trustee shall discharge this Deed of Trust without charge to us, except that we shall pay any fees for recording of a reconveyance of this Deed of Trust. SEVERABILITY: If any provision in this Deed of Trust is held invalid or unenforceable, the remaining provisions shall continue in full force and effect. GENERAL: You or the Trustee can waive or delay enforcing any of your rights under this Deed of Trust without losing them. Any waiver by you of any provisions of this Deed of Trust will not be a waiver of that or any other provision on any other occasion. SUBSTITUTE TRUSTEE: Lender may, from time to time, appoint a successor trustee by an instrument executed and acknowledged by Lender and recorded in the county in which this Deed of Trust is recorded, and upon such recordation the successor trustee shall become vested with the same powers, rights, duties and authority of the Trustee with the same effect as if originally made Trustee hereunder. MERGER: There shall be no merger of the interest or estate created by this Deed of Trust with any other estate or interest in the Premises at any time held by you or for your benefit without your written consent. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. • MERS HELOC - Deed of Trust InItl 2E034 -WA (11/04) Page 4 of 5 Luu7u4 I r vvu7 ,.7.vv% DOC ID #: 0009881819204005 THIS DEED OF TRUST has been signed by each of us under seal on the date first above written. Grantor ROBE N. STAUDACHER STATE OF WASHINGTON My Appointment Expires on Grantor: Grantor: (SEAL) (SEAL) (SEAL) (SEAL) JOHN S. FORDERHASE STATE OF WASHINGTON NOTARY — • — PUBLIC MY COMMISSION EXPIRES 0444 - 07 ss. ee County of o �. S�toti.dCrav�.� - �• On this day per onally appeared before ntee TA ' N.Jf.� �. Lw�Je ,7 �-4+/ Qvr MR-�:[la C V. Tv �4. - 3.. to me known to be the individual S described in and w . executed the within and foregoing instrument, and acknowledged that signed the same a , . free and voluntary act and deed, for the uses and purposes therein entioned. GIVE? 0 ^31 this . of ld- A. , 24) 0 S '1 — _ —0 "4 • MERE HELOC - Deed of Trust 2E034 -WA (11/04) Page 5 of 5 o Pu in and for the State of Washington, residing at t) tivichra LWOW+ I I VVVJ I a .vvv Prepared by: TIFFANY GASH Branch #: 0000373 2825 EASTLAKE AVE E #250 DATE: 04/04/2005 SEATTLE, WA 98102 CASE*: Phone: (206)302 -2000 DOC ID #: 0009881819204005 Br Fax No.: (206) 323 - 3595 BORROWER: ROBERT N. STAUDACHER PROPERTY ADDRESS:4020 S 128TH ST TUKWILA, WA 98168 -2574 A portion of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the Plat thereof recordedi n Volume 10 of Plats, Page 74, records of King County, Washington, described as follows: Commencing at the Northeast corner of said Tract 45, which point is on the center line of the street; THENCE West along the center line of the Street 150 feet; THENCE South parallel to the East line of said Tract 45, 152.50 feet to the true point of beginning; THENCE South along said parallel line 333.85 feet to a point of curve; THENCE along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a point of tangency, which point is on the Northeasterly line of South 128th Street ( formerly River Street); THENCE along said street line North 50 degrees 45'30" West 265.35 feet to the Easterly line of 40th Ave South ( formerly Dale Street); THENCE North along said Easterly line 177.61 feet to a point from which the true point of beginning bears East; THENCE East 230 feet to the True Point of Beginning. Situate in the County of King, State of Washington. FHA/VNCONV Legal Description Exhibit A 2C404 -XX (04/03)(d) 2 3 9 9 1 COUNTRYWIDE HOME LOANS, INC. LEGAL DESCRIPTION EXFIIBIT A 111111111. 1110311 20050411000919.006 1 -4 FAMILY RIDER Assignment of Rents Return To: COUNTRYWIDE HOME LOANS, INC. MS SV -79 DOCUMENT PROCESSING P.O.Box 10423 Van Nuys, CA 91410 -0423 PARCEL ID #: 734060 -0664 Prepared By: TIFFANY GASH HELOC -1-4 Family Rider 1 U443 -XX (11/03)(d) Page 1 of 6 98818192 (Loan #) Initials: fZ/7 III l; l 20050411000919.001 LOAN #: 98818192 THIS 1-4 FAMILY RIDER is made this 9th day of APRIL, 2005 , and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Security Deed (the "Security Instrument ") of the same date given by the undersigned ( "Borrower") to secure Borrower's Note to: COUNTRYWIDE HOME LOANS, INC. 4500 Park Granada Calabasas, CA 91302 -1613 ( "Lender ") of the same date and covering the Property described in the Security Instrument and located at: 9020 S 128TH ST TUKWILA, WA 98168 -2574 1.4 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items are added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances, and goods of every nature whatsoever now or hereafter located in, on, or used, or intended to be used in connection with the Property, including, but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and light, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, paneling and attached floor coverings now or hereafter attached to the Property, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument. All of the foregoing together with the Property described in the Security Instrument (or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 1-4 Family Rider and the Security Instrument as the "Property.' B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property. HELOC -1.4 Family Rider Inftial T 1U443-XX (11/03) Page 2 of 6 20050411000919.008 LOAN #: 98818192 C. SUBORDINATE LIENS, Except as permitted by federal law, Borrower shall not allow any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. D. RENT LOSS INSURANCE. If Borrower at any time does not occupy the Property, and rents the Property, Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by the Security Instrument. E. ASSIGNMENT OF LEASES. Upon Lender's request, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property, Upon the assignment, Lender shall have the right to modify, extend or terminate the existing leases and to execute new leases, in Lender's sole discretion. As used in this paragraph E, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold. F. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ( "Rents ") of the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall pay the Rents to Lender and Lender's agents. However, Borrower shall receive the Rents until (i) Lender has given Borrower notice of default pursuant to paragraph 21 of the Security Instrument and (ii) Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agents. This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of breach to Borrower, (i) all Rents received by Borrower shall be held by the Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the Security Instrument; (ii) Lender shall be entitled to collect and receive all of the Rents of the Property; (iii) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant; (iv) unless applicable law provides otherwise, all Rents collected by Lender or Lenders agents shall be applied first to the costs of taking control of and managing the Property and collecting Rents, including, but not limited to, attorneys' fees, receiver's fees, premiums on receiver's bonds, repair and maintenance costs, insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the Security Instrument; (v) Lender, HELOC -1.4 Family Rider Initials. 1 U443 -XX (11/03) Page 3 of 6 2OU5U411 UUUy1 y.UUU LOAN #: 98818192 Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. Borrower represents and warrants that Borrower has not executed any prior assignment of Rents and has not and will not perform any act that would prevent Lender from exercising its rights under this paragraph. Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon, take control of or maintain the Property before or after giving notice of default to Borrower. However, Lender, or Lender's agents or a judicially appointed receiver, may do so at any time when a default occurs. My application of Rents shall not cure or waive any default or invalidate any other right or remedy of Lender. This assignment of Rents of the Property shall terminate when all of the sums secured by the Security Instrument are paid in full. G. PROTECTION OF LENDER'S RIGHTS IN THE PROPERTY. If Borrower fails to perform the covenants and agreements contained in this Security Agreement, or there is a legal proceeding that may significantly affect Lender's rights in the Property (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture or to enforce laws or regulations), then Lender may do and pay for whatever is necessary to protect the value of the Property and Lender's rights in the Property. Lender's actions may include paying any sums secured by a lien which has priority over this Security Instrument, appearing in court, paying reasonable attorneys' fee and entering on the Property to make repairs. Although Lender may take action under this paragraph, Lender does not have to do so. Any amounts disbursed by Lender under this paragraph shall become additional debts of Borrower secured by the Security Instrument. HELOC •1.4 Family Rider 1 t1443 -XX (11/03) Page 4 416 Initials: 20050411000919.010 LOAN #: 98818192 H. CROSS- DEFAULT PROVISION. Borrowers default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. HELOC • 1.4 Family Rider 1U443-XX (11/03) Page 5 of 6 20050411000919.011 LOAN #: 98818192 BY SIGNING BELOW, Borrower accepts and agrees to the terms and provisions contained in this 1-4 Family Rider. ROBERT N. STAUDACHER HELOC -1.4 Family Rider 11/443 -XX (11/03) Page 6 of 6 Borrower Borrower Borrower DATED this CERTIFICATION I, Maxine Anderson, City Clerk of the City of Tukwila, Washington, do hereby certify that the attached Resolution, being Resolution Mo. 653 is a true and correct copy of the original Resolution passed on the 2nd day of October 19 as said Resolution appears on the Minute Book of the City of Tukwila, Washington. 4th day ofcto - - - -' 19. ._.. t itf Clerk CIT OF TUKWILA WASHINGTON RESOLUTION A RESOLUTION OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING A PROPOSED ZONING REGULATION TO BECOME EFFECTIVE UPON THE ANNEXATION OF THE UNINCORPORATED AREA KNOWN AS "RIVERTON ", WHICH IIIGHT REASON- ABLY BE EXPECTED TO BE ANNEXED BY THE CITY OF TUKWILA IN THE FUTURE. WHEREAS, a petition has been filed with the legislative body of the City of Tukwila calling for an election•to vote upon the annexation of certain unincoporated territory contiguous to the City of Tukwila; and WHEREAS, the City Clerk of the City of Tukwila has filed with the City Council of the City of Tukwila a Certificate of Sufficiency of the petition pursuant to the provisions of RCW 35A.14.020; and WHEREAS, the City Council of the City of Tukwila has determined that the best interests and general welfare of the City of Tukwila may be served by the annexation of a portion of said unincorporated territory contiguous of the City of Tukwila, commonly referred to as "Riverton ", a legal description of which and a map describing which are attached hereto as Exhibit A and by this reference incorported herein; and WHEREAS, the City Council of the City of Tukwila has determined that the unincorporated area contiguous to the City of Tukwila, as described in Exhibit A, may reasonably be expected to be annexed by the City of Tukwila in the future; and WHEREAS, an environmental questionaire form and declaration of non - significance were reviewed on this proposal and considered during the decision deliberations; and WHEREAS, the City Council of the City of Tukwila has determined it to be in the interests of the general welfare and the designs described generally in RCW 35A.14.330, to adopt a proposed zoning regulation to become effective upon the • annexation of the unincorporated area contiguous to the City of Tukwila, as described in Exhibit A, which may reason- ably be expected to be annexed by the City of Tukwila at a future time; NOW, THERE'ORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, CD WASHINGTON, DOES RESOLVES AS FOLLOWS: In CD Section 1. Effective upon the annexation of the unin- CD corporated area contiguous to the City of Tukwila, as O described in Exhibit A, which may reasonably be expected to op N be annexed by the City of Tukwila at a future time, all land within the annexed area pursuant to Chapter 18.08.020 of the Tukwila Municipal Code shall be considered unclassified and, pending future classification, shall be subject to the restrictions and regulations of single family residence districts as found in Chapter 18.08.010 of the Tukwila Municipal. Code. Immediately following the annexation, the City of Tukwila shall initiate hearings to develop appropri ate zoning categories for the annexed area consistent with the City's Comprehensive Land Use Policy Plan. This will be accomplished with the involvement of the citizens of the area. Section 2. The City Council of the City of Tukwila shall hold two or more public hearings, pursuant to RCW 35A.14.340, upon the proposed zoning regulation described in Section 1 above. Such hearings shall be held prior to the date for the annexation election. Section 3. Pursuant to RCW 35A.14.340, a duly certi- fied and true copy of this Resolution and Exhibit A shall be filed with the county auditor immediately upon passage of this Resolution. 4 RESOLVED AND PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this ,22 day of ©c f 0 }) ex APPROVED AS TO FORM: ATTEST: DEPUTY CITY ATTORNEY Ai.4gAei 3 , 1978. MAYOR CITY CLERK • EXHIBIT A Beginning at the intersection of the Southerly margin of South 133rd Street and the Westerly margin of 42nd Avenue South in Section 15, Township 23 North, Range 4 East, Wilamette Meridian; Thence Easterly along said Southerly margin of South 133rd "which is the existing limits of the City of Tukwila ", to its intersection with the Northwesterly line of Tract [7, Fostoria Garden Tracts, according to plat thereof recorded in volume 9 of plats, page 95., records of King County, Washington; Thence Southwesterly along the said Northwesterly line of 17 to its intersection with the Easterly margin of South 135th Place; Thence Westerly to the intersection of the Southerly margin of South 134th Street and the Westerly margin of 43rd Avenue South; Thence Southerly.along the said Westerly margin of 43rd Avenue South to the Qn South line of the C.C. Lewis Donation Claim No. 37; C:) Thence Westerly along the said South line of the C.C. Lewis Donation Claim No. 37 to the Easterly margin of State Sign Route No. 99; (Pacific Highway . South); O r- Thence Northwesterly along the said Easterly margin of State Sign Route No. 99 pp to its intersection with the Southerly margin of State Sign Route No. 99T, N- West Marginal Way Interchange; Thence Easterly along the said Southerly margin of State Sign Route No. 99T to the East line of Section 9, Township 23 North, Range 4 East, Willamette Meridian; Thence Northerly along the said East line of Section 9 to the Northerly margin of the said State Sign Route No. 99T; Thence Westerly along the said Northerly margin of State Sign Route No. 99T to the Easterly margin of the said State Sign Route No. 99 ; Thence Northerly along the said Easterly line of State Sign Route No. 99 to its intersection with the centerline of the main stream of the Duwamish River; Thence Easterly and Southerly along the said centerline of the main stream of the Duwamish River to its intersection with the Easterly margin of 42nd Avenue South; Thence Southerly along the said Easterly margin of 42nd Avenue South to the Easterly margin of said State Sign Route No. 99T; Thence Southwesterly to the intersection of the Southerly margin of said State Sign Route No. 99T and the Westerly margin of the said 42nd Avenue South; Thence Southerly along the said Westerly margin of 42nd Avenue South to the Southerly margin of South 133rd Street and the Point of Beginning. ✓ICINITY VIAP MLANNING AREA 3OUNDARIES 2 PROPOSED ANNEXATION AREA I 65909 LO L8L CO co -4 Name... FILED Lest Gi Address.. 4 , 4e?c ) • 4) OCT IS 11. RECORDED COUNCIL ACTION Krim; DATI AGENDA ACTION 11fl 11•M of 414 7b _ P . 1. C iTY OF T UKWI L WASHINGTON ORDINANCE NO. AN ORDINANCE OF THE CITY OF TUKWILA ENACTED PURSUANT TO RCW 35A.14.330 ADOPTING A LAND USE PLAN AND ZONING REGU- LATI N F THE AREA DESCRIBED LYING OUTSIDE OF THE CITY OF TUKWILA AND COMMONLY KNOWN AS RIVERTON AND PROVIDING THAT SAID AREA SHALL BECOME SUBJECT TO SAID LAND USE PLAN L...i ZONING REGULATION UPON ANNEXATION 10 THE CITY OF TUKWILA. WHEREAS, it is reasonable to expect that hereinafter described area may, at some time in the future, be annexed to the City of Tukwila, and WHEREAS, pursuant to Ordinance #986 of the City of Tukwila, concerning environmental policy and the State Environmental Policy Act, an environmental assessment has been prepared and reviewed by the Responsible Official of the City and a negative declaration reached and said environmental assessment and declaration have been available through the review process, and WHEREAS, the Tukwila Planning Commission has recommended adoption of a land use plan and zoning regulation as an extension of the Tukwila Comprehensive Land Use Plan to include said area under the provisions of RCW 35A.14.330, and WHEREAS, two public hearings upon said proposal were held upon proper public notice before the Tukwila City Council on October 22, 1979, and November 26, 1979. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF TUKWILA AS FOLLOWS: Section 1. The zoning map for the Riverton area as prepared and published by the Office of Community Development for the City of Tukwila, attached hereto as Exhibit A, dated September 25, 1979, and contained in Planning Division File No. MF 79 -14 -CA is hereby adopted for the area hereinafter described, pursuant to the authority and provisions of RCW 35- A.14.330. Section 2. The policies and standards for future development, utilization, and future growth of the City of Tukwila as adopted in Ordinance No. 1039, together with the regulations and restrictions for land use and development being the Tukwila Zoning Code, Title 18 of the municipal code, as heretofore and hereafter amended, shall apply to said area in the manner set forth in the land use plan and zoning regulation herein adopted. 7' TiA FFP 21 i! 13'4 A ^1 roved as to form: ity Attorney, Law -nce E. Hard ATTEST: Section 3. Thzt at such time as said described area, or any part thereof shall be annexed to the City of Tukwila, the City Council may provide in the annexation ordinance that so much of said area as thereby annexed shall be subjected to and a part of the Comprehensive Land Use Plan and zoning regulation herein adopted an extension to the Comprehensive Plan and zoning regulations for the City of Tukwila. Section 4. Some areas on the proposed zoning map may be inconsistent with the Comprehensive Plan Map, these actions occurring as a result of public hearings and related input. It is deemed that the proposed zoning in these areas is consistent with the policies of the Compre- hensive Plan and the map is hereby amended to be consistent with the zoning action taken by this ordinance. Section 5. The area subject to said land use plan, zoning regulation and map is described in the attached "Exhibit B ". Section 6. A certified copy of this ordinance shall be filed in the Office of the King County Department of Records and Elections. Certified copies shall be filed with the following City of Tukwila Departments: A. Office of City Clerk B. Office of Community Development C. Department of Public Works D. City Attorney Section 7. This ordinance shall be in force and effect five days from and after its passage by the Council and publication as required by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this /70 day of December , 1979 Edgar D.'auch, Mayor Maxine Anderson, City Clerk ordinance 1479 8810170591 ATTEST /AUTHENTICATED: I .L. MAXINE ANDERSON' APPRO TO FORM: OFFI 0 CI TTO WASHINGTON ORDINANCE NO. i4/7y FI WITH THE CITY CLERK: /0-3- PP PASSED BY THE CITY COUNCIL: Io- 3- Pf PUBLISHED: /0-13 Pt EFFECTIVE DATE: 10-12%17 • ER IFICATION tP'? * - City Clerk of the t; .•; , Tukwila, do certify that this is a true and correct copy of the original on file with the Cc,(ty. J 'I •EO this 27day of . � 2 _ _- City Clerk CITY OF TUKWILA AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, EXACTED PURSUANT TO RCW 35A.14. 330, AMENDING THE COMPREHENSIVE LAND USE POLICY PLAN MAP FOR THE AREA DESCRIBED LYING OUTSIDE OF THE CITY OF TUKWILA AND KNOWN AS THE RIVERTON ANNEXATION AREA. WHEREAS, it is reasonable to expect that the hereinafter described area, at some future time, will be annexed to the City of Tukwila, and WHEREAS, said area is within the City's planning area and therefore subject to the existing Comprehensive Land Use Policy Plan and Plan Map, and WHEREAS, a petition has been filed proposing annexation of said area and petitioners have requested Comprehensive Land Use Policy Plan Map amendments, and Or' ►n WHEREAS, the SEPA responsible official made a determination of CD t` nonsignificance, and O WHEREAS, the planning staff held land use meetings in the community, and OD WHEREAS, the Planning Commission held a public hearing July 28, 1988 and on August 2, 1988, recommended that a land use plan be adopted amending the existing Comprehensive Land Use Policy Plan and that the existing plan map be amended to include such changes, and WHEREAS, the City Council of the City of Tukwila held two public hearings on August 15 and September 19, 1988, to consider the recommendations of the Planning Commission and the comments of all those wishing to be heard, NOW, THEREFORE, THIQ.TUKWILA CITY COUNCIL DO ORDAIN AS FOLLOWS: Section 1. The Comprehensive Land Use Policy Plan Map for the property known as Riverton Annexation Area as described in attached Exhibit A is hereby amended as shown on the map which is attached as Exhibit B. Section 2. A certified copy of this ordinance shall be filed in the Office of the King County Department of Records and Elections. Section 3. This ordinance - hall be in force and effect five days after publication of the attached Summary which is hereafter approved. PASSEDAIX TgE CITY COUNCIL OF THE ITY OF TURN/ WASHINGTON. this 3 day of 1988. Y VAN 80/17 4ECC F O 17 1 137 AN '8 OCT 17 11 37, iC' 91 4.4.4,44-1. 00 Cc RECEIVED MAY 01 2006 COMMUNITY DEVELOPMENT "\\ / 1 7POTENTIAL RIVERTON ANNEXATION AREA r PROPOSED ZONING R-I-72 ONE FAMILY DWELUNGS R R-1-9.6 ONE FAMLY DWELLINGS R-I-I20 ONE FAMILY DWELLINGS R-3 THREE AND FOUR FAMILY DWELLING C-I NEIGHBORHOOD RETAIL CI LOCAL RETAIL M-I LIGHT INDUSTRY EYIIIRIT • ` . REVISED 9-25-79 /3X • R.1•9.6 ld PROPOSED ANNEXATION TO CITY OF TUKWILA (RIVERTON AREA) EXHIBIT B Beginning at the point of intersection of the Southerly margin of South 133rd Street and the Westerly margin of 42nd Avenue South in Section 15, Township 23 North, Range 4 East, Wilamette Meridian, said point being the existing city limits of the City of Tukwila as established by City Ordinance No. 276: Thence Easterly along said Southerly margin of South 133rd which is the exist- ing limits of the City of Tukwila, to its intersection with the Northwesterly line of Tract 17, Fostoria Garden Tracts, according to plat thereof recorded CD in volume 9 of plats, page 95, records if King County, Washington; N Thence Southwesterly along the said Northwesterly line of Tract 17 to its O intersection with the Easterly margin of South 135th Place; a Thence Westerly to the intersection of the Southerly margin of South 134th Street and the Westerly margin of 43rd Avenue South; Thence Southerly along the said Westerly margin of 43rd Avenue South to the South line of the C.C. Lewis Donation Claim No. 37; Thence Westerly along the said South line of the C.C. Lewis Donation Claim No. 37 to the Easterly margin of State Sign Route No. 99: (Pacific Highway South); Thence Northwesterly along the Easterly margin of State Route No. 99 to the intersection of a line 70 feet Southerly of and parallel with the "Ml" -line as shown on that certain drawing of Pacific State Highway No. 1 (SR 99), South 118th said c parallel line i being f the Southerly Limited e Access t Line p of v the d State u 1957, Highway Interchange; Thence Easterly along said Limited Access Line to the East line of Section 9, Township 23 N., Range 4 E., W.M.; Thence Northerly along said East line of Section 9 to the intersection of the Northerly Limited Access Line as shown on said State Highway drawing; Thence Westerly and Northerly along said Limited Access Line and its Northerly extension to its intersection with the thread of the Duwamish River; Thence Easterly and Southerly along the thread of the Duwamish River to the point of intersection with the Easterly margin of 42nd Ave. S., said point being the existing city limits of the City of Tukwila as established by City Ordinance No. 259; Thence Southerly along the existing city limits as established by City Ordinance Numbers 259 and 276 to the point of beginning. EXHIBIT A RIVERTON PROPOSED ANNEXATION 12 AUG 88 REV. Beginning at the intersection of the east margin of East Marginal Way South and the north line of the Cyrus C. Lewis Donation Claim No. 37 in the southwest 1/4 of Section 10, T23N, R4E, M.M.= thence southeasterly along said east margin of East Marginal May, 442.30 feet to the south line of Tract 22, Riverside Interurban Tracts as recorded in Volume 10, Page 74 of Plats, Records of King County, WA, and the TRUE POINT OF BEGINNING; thence easterly along said south line of Tract 22 and the easterly prolongation thereof to the west line of the Puget Sound Electric Railway right -of -way; thence southerly along the west line of said right - of-way, 850 feet more or less to a point opposite the south line of Tract 33 of said Riverside Interurban Tracts; thence east along the easterly prolongation of tho south line of said Tract 33 to the thread of the Duwamish River; thence along said thread to the east margin of 42nd Avenue South; thence southwesterly along said east margin and the southerly extension thereof 460 feet more or less to the southwest margin_ of Interurban Avenue South; 't thence northwesterly along said southwest margin to an intersection with the southerly extension of the west margin of 42nd A'vfnue South; thence southerly along said west margin of 42nd Avenue South contiguous with the Tukwila City Limits as set forth under King County Commissioner's Resolution No. 23309 dated 10 -11 -61 (Tukwila Ordinance 276), to the south margin of South 131st Street; thence westerly along said south margin and continuing westerly along the north line of Tract 58 of said Riverside Interurban ON Tracts to the east margin of South 131st Place (East Marginal Way South); iN thence southeasterly along said east margin and easterly along the north margin of South 133rd Street,respectively, to the west margin CD of 42nd Avenue South; CD thence southerly along the southerly extension of said west margin to the south margin of South 133rd Street; thence easterly along the easterly extension of said south margin of South 133rd Street to the east margin of 42nd Avenue South; thence southerly and continuing In a southeasterly direction along the northerly margin of South 135th Street to the northwesterly line of the southeasterly 1.86 acres of Tract 14, In Fostoria Garden Tracts as recorded in Volume 9 of Plats, page 95, records of King County, WAA thence north 40'97 east along said north line 220.32 feet; thence south 49 ° 43 , east, 91.43 feet to the northwesterly line of the southeasterly 0.86 acres of said Tract 14; thence north 40 17' east, a distance of 132.89 feet; thence south 49 ° 43/ east, 10 feet; thence north 40 east, 11 feet; -2- thence southeasterly along the southwest margin of South 134th Street 150 feet more or less to the southwesterly extension of the southeast margin of 47th Avenue South (formerly Adams Avenue); thence northeasterly along said southwesterly extension and southeast margin, respectively, to the west line of Primary State Highway No. 1 condemned under Superior Court Cause No. 618283 records of King County; thence southerly along said west line to an intersection with the easterly extension of the south line of the Cyrus C. Lewis Donation Claim No. 37; thence westerly along said easterly extension and along said south line, respectively, to the west margin of Macadam Road South (46th Avenue South); thence southerly along said west margin and continuing south along the west margin of 46th Avenue South to the north margin of South 139th Street (formerly Hill Avenue); thence westerly along said north margin to the west line of Lot 23 of Block 3 In Riverton Macadam road Tracts, recorded In Volume_15, Page 53 of Plats, Records of King County, WA; thence northerly along said west line to the easterly prolongation of the north margin of South 139th Street; - '- thence westerly along said easterly prolongation and said north line to the east margin of Pacific Highway South (Highway 99); thence northerly along said east margin to the thread of the Duwamish River; thence easterly along said thread of the Duwamish River to the west line of Section 10, T23N, R4E; thence southerly along said west line to the south line of the north 1164.66 feet of said Section 10; thence easterly along said south line to the west margin of East Marginal May South; thence southerly along said west margin to its Intersection with 0 the north line of Lot I of King County Short Plat No. 789018 as 5 recorded under King County Recording No. 8603240930; thence westerly along said north line of Lot I and Its extension cp to the Northwest corner of said Short Plat; cG thence southerly along the west line thereof to the Southwest corner of sold Short Plat; thence easterly along the south line of Lot 4 in said Short Plat to the extended east line of Lot 16, Block 4 of Riverton Addition as recorded IN Yol. 13 of Plats, Page 36, records of King County, WA; thence southerly along said extension and east line, and the east line of Lot 9 to the north margin of South 124th Street; thence easterly along said north margin and along the easterly prolongation thereof to the east margin of East Marginal Way South; thence southerly along sald'east margin to the TRUE POINT OF BEGINNING. ":�iMl� irA .. b. fla EXHIBIT B ATTACHMENT G LEQEND ® LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL PARKS AND OPEN SPACE COMMERCIAL LIGHT INDUSTRY HEAVY INDUSTRY OFFICE IIIIIIC toa Q i 01 '.� • J aAIaA '� . � ^ :. a i { r5 1 I TUKWILA AMENDED COMPREHENSIVE LAND USE MAP 8810170592 WASHINGTON CASH•! ORDINANCE NO. 1480 AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, ENACTED PURSUANT TO RCW 35A.14.330, ADOPTING ZONING REGULATIONS AND ADOPTING A ZONING MAP TO PROVIDE FOR THE AREA COMMONLY KNOWN AS THE RIVERTON ANNEXATION AREA AND PROVIDING THAT SAID AREA SHALL BECOME SUBJECT TO SAID ZONING REGULATIONS UPON ANNEXATION TO THE CITY OF TUKWILA. WHEREAS, a petition has been filed proposing that the hereinafter described area be annexed to the City of Tukwila, and the petitioners have requested pre - annexation zoning, and WHEREAS, the City Council, in Ordinance No. i Comprehensive Land Use Policy Plan Map for the area, and WHEREAS, the SEPA responsible official has made a nonsignificance, and WHEREAS, the Planning Commission held a public hearing and on August 2, 1988 recommended the adoption of zoning zoning map in the event of annexation, and WHEREAS, two public hearings upon said proposal were notice before the Tukwila City Council on August 15, 1988, 1988, and NOW, THEREFORE, THE TUKWILA CITY COUNCIL DO ORDAIN AS FOLLOWS: Section 1. Area Affected. The area subject to this Ordinance is described in Exhibit A. Section 2. Zoning Code and Map Adopted Upon Annexation. At such time as the area described in Exhibit A, or any part thereof, shall be annexed to the City of Tukwila, the City Council may provide in the annexation ordinance that so much of said area as is thereby annexed shall be subject to the Zoning Code of the City of Tukwila and shall be zoned as shown on Exhibit B hereto, said zoning map and zoning regulations herein adopted to be an extension to the zoning regulations for the City of Tukwila. Section 3. A certified copy of this ordinance shall be filed in the Office of the King County Department of Records and Elections. Section 4. This ordinance shall be in force and effect five days after publication of the attached Summary which is hereby approved or upon execution of the Concomitant Zoning Agreement, whichever is later. PASSED COUNCIL OF THE CITY OF of 1988. ATTEST /AUTHENTICATED: I Y LERK, MAXINE ANDERSON APPROVED AS TO FORM: OFFI F THE CI v A By FI ED WITH THE CITY CLERK: /0•3 -f'P PASSED BY THE CITY COUNCIL: /0 C 'TIFI ATION . City Clerk ofthe City of ukvvila, do certify h that this is a true and correct copy of the on f do with the�City. D TED this b= day of /1" i... City Clerk has amended the determination of on July 28, 1988, regulations and a held upon proper and September 19, 3 — day • 0 � MAY •'Y ' AN DUSEN Oct 17 I; 37 AN '88 Pe . #Q592 G 4:4:4:4:8 00 u ■ . Y• 1•11, 11111M• ' IIBECIO iGiii: tun. mammii 1 I. .•t: IsI•••t ■ �5:-- 1 rwwl/d st • L' me.a w•nu J' 1• i I •.v1 •rep PROPOSED RIVERTON ANNEXATION ZONING EN Gil EXHIBIT B ATTACHMENT H tn R -1 SINGLE FAMILY RESIDENCE(12.000) R -1 SINGLE FAMILY RESIDENCE (7200 S.F.) ® R -4 LOW APARTMENTS RMH MULTIPLE RESIDENCE HIGH DENSITY BE C -1 COMMUNITY RETAIL BUSINESS C -2 REGIONAL RETAIL BUSINESS C -M INDUSTRIAL PARK gg P -O OFFICE ® M -1 LIGHT INDUSTRY M -2 HEAVY INDUSTRY •■r • NOTE: A LARGER SCALE MAP IS AVAILABLE FOR REVIEW AT THE PLANNING DEPARTMENT EXHIBIT A RIVERTON PROPOSED ANNEXATION 12 AUG 88 REV. Beginning at the Intersection of the east margin of East Marginal Way South and the north line of the Cyrus C. Lewis Donation Claim No. 37 In the southwest 1/4 of Section 10, T23N, R4E, W.M.; thence southeasterly along said east margin of East Marginal Way, 442.30 feet to the south line of Tract 22, Riverside Interurban Tracts as recorded In Volume 10, Page 74 of Plats, Records of King County, WA, and the TRUE POINT OF BEGINNING; thence easterly along said south line of Tract 22 and the easterly prolongation' thereof to the west line of the Puget Sound Electric Railway right -of -way; thence southerly along the west line of said right - of-way, 850 feet more or less to a point opposite the south line of Tract 33 of said Riverside Interurban Tracts; thence east along the easterly prolongation of the south line of said Tract 33 to the thread of the Duwamish River; thence along said thread to the east margin of 42nd Avenue South; thence southwesterly along said east margin and the southerly N extension thereof 460 feet more or less to the southwest margin of Q. Interurban Avenue South; Lf) thence northwesterly along said southwest margin to an intersection CD with the southerly extension of the west margin of 42nd Avenue South; O thence southerly along said west margin of 42nd Avenue South contiguous with the Tukwila City Limits as set forth under King Co County Commissioner's Resolution No. 23309 dated 10 -11 -61 (Tukwila Ordinance 276), to the south margin of South 131st Street; thence westerly along said south margin and continuing westerly along the north line of Tract 58 of said Riverside Interurban Tracts to the east margin of South 131st Place (East Marginal Way South); thence southeasterly along said east_ margin and easterly along the north margin of South 133rd Street,respectively, to the west margin of 42nd Avenue South; thence southerly along the southerly Axtension of said west margin to the south margin of South 133rd Street; thence easterly along the easterly extension of said south margin of South 133rd Street to the east margin of 42nd Avenue South; thence southerly and continuing in a southeasterly direction along the northerly margin of South 135th Street to the northwesterly line of the southeasterly 1.86 acres of Tract 14, In Fostoria Garden Tracts as recorded In Volume 9 of Plats, page 95, records of King County, WAb thence north 40 17' east along said north line 220.32 feet; thence south 49 ° 43' east, 91.43 feet to the northwesterly line of the southeasterly 0.86 acres of said Tract 14; thence north 40 17' east, a distance of 132.89 feet; thence south 49 ° 43' east, 10 feet; thence north 40 ° 17' east, 119.11 feet; -2- thence southeasterly along the southwest margin of South 134th Street 150 feet more or less to the southwesterly extension of the southeast margin of 47th Avenue South (formerly Adams Avenue); thence northeasterly along said southwesterly extension and southeast margin, respectively, to the west Ilne of Primary State Highway No. 1 condemned under Superior Court Cause No. 618283 records of King County; thence southerly along said west I.Ine to an intersection with the easterly extension of the south line of the Cyrus C. Lewis Donation Claim No. 37; thence westerly along said easterly extension and along said south line, respectively, to the west margin of Macadam Road South (46th Avenue South); thence southerly along said west margin and continuing south along the west margin of 46th Avenue South to the north margin of South 139th Street (formerly Hill Avenue); thence westerly along said north margin to the west line of Lot 23 of Block 3 In Riverton Macadam road Tracts, recorded in Volume 15, Page 53 of Plats, Records of King County, WA; Cy thence northerly along said west line to the easterly prolongation oN of the north margin of South 139th Street; thence westerly along said easterly prolongation and said north CD line to the east margin of Pacific Highway South (Highway 99); thence northerly along said east margin to the .thread of the CD Duwamish River; thence easterly along said thread of the Duwamish River to the west c0 line of Section 10, T23N, R4E; thence southerly along said west line to the south line of the north 1168.66 feet of said Section 10; thence easterly along said south line to the west margin of East Marginal Way South; thence southerly along said west margin to Its intersection with the north line of Lot 1 of King County Short Plat No. 785018 as recorded under King County Recording No. 8603240930; thence westerly along said north line of Lot 1 and its extension to the Northwest corner of said Short Plat; thence southerly along the west line thereof to the Southwest corner of said Short Plat; thence easterly along the south line of Lot 4 In said Short Plat to the extended east line of Lot 16, Block 4 of Riverton Addition as recorded in Vol. 13 of Plats, Page 36, records of King County, WA; thence southerly along said extension and east line, and the east line of Lot 9 to the north margin of South 124th Street; thence easterly along said north margin and along the easterly prolongation thereof to the east margin of East Marginal Way South; thence southerly along said east margin to the TRUE POINT OF BEGINNING. ordinance 1481 8810170593 WHEREAS, a Petition has described area be annexed to the WHEREAS, the City Council Comprehensive Land Use Policy No. i v p, has provided for in the event of annexation, area 4 WHEREAS, significance prepared and y� RTIFICATION ' I / LL�F `�e"�,,�,_�- r+'�yCityClerkof tho City of Tukwila. do certify that this is a true and correct copy of the original vn file with the City. DATED Utis i of , City Clerk CITY OF TUKWILA WASHINGTON ORDINANCE NO. lam` -r/ AN ORDINANCE OF THE CITY OF TUKWILA ZONING CODE AND PROVIDING BECOME EFFECTIVE UPON ANNEXATION OF THE AREA KNOWN AS THE RIVERTON TUKWILA AMENDING THE SAID AMENDMENTS SHALL TO THE CITY OF TUKWILA ANNEXATION AREA. E" •17 L ;_ E R ; i;:) !:' '83 kinti'7+? 1. 1 , x:,.: y: l 1 , rub the hereinafter been filed proposing that City of Tukwila, and in Ordinance No. / has amended the Plan Map for the area and in Ordinance zoning regulations and a zoning map for the and WHEREAS, it is desirable to provide for certain amendments to the zoning regulations in the event such annexation should occur, and the SEPA responsible official made a determination of and draft and final environmental impact statements have been issued, and WHEREAS, the planning staff held land use meetings in the community, and WHEREAS, the Planning Commission held a public hearing on July 28, 1988 and on August 2, 1988, recommended amending the Zoning Code in the event of annexation, and WHEREAS, the City Council of the City of Tukwila held two public hearings on August 15, 1988 and September 19, 1988, to consider the recommendations of the Planning Commission and the comments of all those wishing to be heard, and WHEREAS, the City Council has determined to adopt the findings and recommendations of the Planning Commission as to such amendments to the Zoning Code. NOW, THEREFORE, THE TUKWILA CITY COUNCIL DO ORDAIN AS FOLLOWS: Section 1. Area Affected. The area which is the subject of the annexation petition is known as the Riverton Annexation Area and is as described in Exhibit A hereto. Section 2. Zoning Code Amended Upon Annexation. At such time as said described area, or any part thereof, shall be annexed to the City of Tukwila, Title 18 of the Tukwila Municipal Code is amended as follows: A. Section 18.38.020(7) of the Tukwila Municipal Code is hereby amended to read as follows: (7) Manufacturing, processing and /or assembling previously prepared metals including, but not limited to, stamping, dyeing, shearing or punching of metal, dibt stWdliVitg WS h% lKl¢ r�Edll engraving, galvanizing and handforging. B. Section 18.38 of the Tukwila Municipal Code is hereby amended to reflect the addition of the following: 18.38.070 Performance Standards. Use, activity, or operations within a structure shall not emit odor, noise, dust, smoke, gas or vibration which are discernible to a person at normal sensitivities at the edge of the property. Use, activity, or operations within a structure shall not violate existing State and Federal Environmental Standards. C. Section 18.40.020(8) of the Tukwila Municipal Code is hereby amended to read as follows: r7 cr- iff) (8) Manufacturing, processing and /or assembling previously prepared CD metals filf �ldl including, but not limited to, stamping, dyeing, ~ shearing or punching of metal, vt$f ditii0114 T/8 14if$ iv 014440iil O engraving, galvanizing, and handforging. ` D. Section 18.40 of the Tukwila Municipal Code is hereby amended to reflect the addition of the following: 18.40.070 Performance Standards. Use, activity, or operations within a structure shall not emit odor, noise, dust, smoke, gas or vibration which are discernible to a person at normal sensitivities at the edge of the property. Use, activity, or operations within a structure shall not violate existing State and Federal Environmental Standards. E. The minimum setback requirements for all C -M Industrial Park developments which are adjacent to a residential use district shall be fifty feet (50') and Table 1 referred to in Section 18.50.020 of the Tukwila Municipal Code shall be amended as provided in Exhibit B attached hereto and incorporated herein. F. Section 18.50.030 of the Tukwila Municipal Code is hereby amended to read as follows: 18.50.030 Building height up to one hundred fifteen feet permitted outright. Structures may be erected up to and including 115 feet in that area of the city located south of Interstate 405 and east of Interstate 5 and the area of the City zoned M -1 and located generally south and west of the Duwamish River, generally south and east of Pacific Highway South and north of South 125th Street as shown on Map 2. G. Revise Map 2 referred to in both Tukwila Municipal Code 18.50.030 and Tukwila Municipal Code 18.50.040 to include areas as shown on Exhibit C. H. Section 18.50.040 of the Tukwila Municipal Code is hereby amended to read as follows: Section 18.50.040 Building Height Exceptions Up to and Including 115 Feet. Authorization of building height greater than the heights contained in Section 18.50.020 (Table 1) up to and including 115 feet in the areas of the City as designated on Map 2, shall be made by the Planning Commission acting as the Board of Architectural Review pursuant to the guidelines and procedures specified in Chapter 18.60. Any application for a proposed structure exceeding 100 feet in overall height and located north of Interstate 405 shall be submitted to the Federal Aviation Administration for an advisory report. The report of the FAA shall be submitted to the BAR as part of the Staff Report. 407SC2 Page 2 O 2 di Ors O PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGT this j day • of , 1988. CD CO co I. Section 18.52.030 of the Tukwila Municipal Code is hereby amended to reflect the addition of the following: (4) Fifteen feet of landscaping shall be provided when a nonresidential development in a C —M Industrial Park district abuts residential uses. This landscaping, shall be outside of any fence used to prevent access to the development in a C -M - Industrial Park. J. Section 18.60.030(2) of the Tukwila Municipal Code is hereby amended to reflect the addition of the following: (H) Any nonresidential development occurring adjacent to residential use districts. Section 3. A certified copy of this ordinance shall be filed in the Office of the King County Department of Records and Elections. Section 4. This ordinance shall be in force and effect five days after publication of the attached Summary which is hereafter approved. ATTEST /AUTHENTICATED: ` f TY CLER1,MAXINE ANDERSON APPRO D AS TO FORM: OFFI►J OF j I CI v ATTO By A. - _� FI /./� /D WITH THE CITY CLERK: /0 - 5-PP PA SED BY THE CITY COUNCIL: /0 -3 PUBLISHED: /0-13- 17 EFFECTIVE DATE: /0 - / P- Pf( ORDINANCE NO.: / ./,Q/ 407*C2 Page 3 EXHIBIT A RIVERTON PROPOSED ANNEXATION 12 AUG 88 REV. Beginning at the intersection of the east margin of East Marginal Way South and the north line of the Cyrus C. Lewis Donation Claim No. 37 In the southwest 1/4 of Section 10, 723N, R4E, W.M.; thence southeasterly along sr.id east margin of East Marginal Way, 442.30 feet to the south line of Tract 22, Riverside Interurban Tracts as recorded in Volume 10, Page 74 of Plats, Records of King County, WA, and the TRUE POINT OF BEGINNING; thence easterly along said south line of Tract 22 and the easterly prolongation thereof to the west line of the Puget Sound Electric Railway right -of -way; thence southerly along the west line of said right -of -way, 850 feet. more or less to a point opposite the south line of Tract 33 of said Riverside Interurban Tracts; thence east along the easterly prolongation of the south line of said Tract 33 to the thread of the Duwamish River; thence along said thread to the east margin of 42nd Avenue South; thence southwesterly along said east margin and the southerly extension thereof 460 feet more or less to the southwest margin of interurban Avenue South; thence northwesterly along said southwest margin to an intersection with the southerly extension of the west margin of 42nd Avenue South; thence southerly along said west margin of 42nd Avenue South contiguous with the Tukwila City Limits as set forth under King County Commissioner's Resolution No. 23309 dated 10 -11 -61 (Tukwila Ordinance 276), to the south margin of South 131st Street; thence westerly along said south margin and continuing westerly along the north line of Tract 58 of said Riverside Interurban Tracts to the east margin of South 131st Place (East Marginal Way South); thence southeasterly along said east margin and easterly along the north margin of South 133rd Street,respectively, to the west margin of 42nd Avenue South; thence southerly along the southerly extension of said west margin to the south margin of South 133rd Street; thence easterly along the easterly extension of said south margin of South 133rd Street to the east margin of 42nd Avenue South; thence southerly and continuing in a southeasterly direction along the northerly margin of South 135th Street to the northwesterly line of the southeasterly 1.86 acres of tract 14, in Fostoria Garden Tracts as recorded in Volume 9 of Plats, page 95, records of King County, WA thence north 40'17 east along said north line 220.32 feet; thence south 49 ° 43' east, 91.43 feet to tire northwesterly line of the southeasterly 0.86 acres of said Tract 14; thence north 40'17' east, a distance of 132.89 feet; thence south 49 ° 43' east, 10 feet; thence north 40 ° 17' east, 119.11 feet; -2- thence southeasterly along the southwest margin of South 134th Street 150 feet more or less to the southwesterly extension of the southeast margin of 47th Avenue South (formerly Adams Avenue); thence northeasterly along said southwesterly extension and southeast margin, respectively, to the west line of Primary State Highway No. 1 condemned undor Superior Court Cause No. 618283 records of King County; thence southerly along said west line to an intersection with the easterly extension of the south line of the Cyrus C. Lewis Donation Claim No. 37; thence westerly along said easterly extension and along said south line, respectively, to the west margin of Macadam Road South (46th Avenue South); thence southerly along said west margin and continuing south along the west margin of 46th Avenue South to the north margin of South 139th Street (formerly Hill Avenue); thence westerly along said north margin to the west Ilne of Lot 23 of Block 3 in Riverton Macadam road Tracts, recorded In Volume 15, Page 53 of Plats, Records of King County, WA; thence northerly along said west line to the easterly prolongation of the north margin of South 139th Street; thence westerly along said easterly prolongation and said north line to the east margin of Pacific Highway South (Highway 99); thence northerly along said east margin to the thread of the Duwamish River; thence easterly along said thread of the Duwamish River to the west line of Section 10, T23N, R4E; thence southerly along said west line to the south Ilne of the north 1168.66 feet of said Section 10; thence easterly along said south line to the west margin of East Marginal Way South; thence southerly along said vest margin to Its intersection with the north line of Lot 1 of King County Short Plat No. 785018 as recorded under King County Recording No. 8603240930; thence westerly along said north Ii'ne of Lot 1 and Its extension to the Northwest corner of said Short Plat; thence southerly along the west line thereof to the Southwest corner of said Short Plat; thence easterly along the south line of Lot 4 In said Short Plat to the extended east line of Lot 16, Block 4 of Riverton Addition as recorded in Vol. 13 of Plats, Page 36, records of King County. WA; thence southerly along said extension and east Ilne, and the east line of Lot 9 to the north margin of South 124th Street; thence easterly along said north margin and along the easterly prolongation thereof to the east margin of East Marginal Way South; thence southerly along said east margin to the TRUE POINT OF BEGINNING. DISTRICT N1N)NIDI LOT 512E (SQ. FT MINIMUM AREA REQUIRED PER UNIT (SQ. FT.) MAXIMUM IUII.DINC IIEICIIT (IN FELT) FRONT YARN (IN FEET) SIDE YARD (IN FEET) REAR YARD (IN FEET) • MININUN MEAN LOT WIDTH (IN FEET) R -A 3 - -- 30 10 6 50 120 R -I 7,200 - -- 30 30 10t of lot 10 SO 9 600 30 30 width; nut less thane' 10 SO 12,000 - -- 30 30 need not be 10 SO 20.000 - -- 30 30 re than 1 10 IS So 60 R -2 1,000 4,000 30 _! 30 111-3 9.600 3,000 30 30 1 25 60 5-4 9,600 2,000 35 30 I 25 60 1311 9,600 1,500 45 30 10 25 60 P-0 ___ ___ 3 stories or 35 feet 25 10 ID - -- C -I --- _ -- S stories or 3S feet 20 ID 10 - [ -2 3 stories or 35 feet 20 10 10 - -- C -P - -- - -- 7S 20 '; or when height is over 20', front yard shall be 20' Plus I' for each font of bldg. height over 20', not to esceed 75'. ID 20 - -- C -M - -- _ -- 4 stories and IS feot So S * * * * -.- N -I __- ___ 4 stories and IS feet 2S - -- S - M -2 - -- - -- 4 stories end 15 feet 25 - -- S _ -- 8810170593 Chapter 11.50 Table 1. BASIC IIEICIIT, SETBACK ANN ARIA RI: I1�11RI)IENTS SETBACKS • Exceptions to the height limits in deslgneted areas of the City nay be authorized pursuant to procedures specified In Sections 11.50.030, 11.50.040 and 11.50.050 of this cede. ** Fifty feet (50') when a non- residential use is adjacent to a residential use. . .• 7 , vs: ommemsm 7 .,„, Vt 0' D CD c0 • c0 4,0•4•6 Pt:1 4 V" - eh :el. :•.-r- at a. • IL • • •••• ;°1 Lei L. 12.7 0 dr •1761 • • , tt, • , I Jr im " rt• '4. • 1 . • I 0 l 7: 6 6 1.!S .- I V '. : . - .:-.. ,,,,," \:•■:t .4 . 9 I .a_i 1: 1/ ‘,.. a. I . ' ...1 .. 4 ' I • - m \ . t ALLOWABLE HEIGHT UP TO 115 FEET 4.7 d • 7. A • • .11 •=i, tt • '• " • ,/ IX • q . ar 1 4 !••■ !bi‘ WII! • . — „ EXHIBIT 0 TUKWILA PROPOSED HEIGHT EXCEPTION AREA ..% :• ATTACHMENT I MI to Scale: a 1 " = 30' TiVW 9tt• 2 6•ncwr. : Eler.t lone 6 0f t rn Found 1/4• c ^ t PC a 019••[0 126[0 st et 4 5 f•'"' w n lx•f 0. io:•c t,.e 41otA sum .r.'" :M BOUNDARY & TOPOGRAPHIC SURVEY A portion of the SW 1/4 of SW 1/4 of Section 10 & the NW 1/4 of NW 1/4 of Section 15, Township 23 King County, City of Tukwila, • • f I •`1.69'38'DZ'E 230.0 w 0(w• t •111. t. •Tarr \\ • \ \ \ t \ \\ N ` ' \ , \ N ' \ \ \ I is l ;, I \ \ \ 4 L . l \ \ 0•• .a• . a N• 15.00' 1 - Ntl6'S: .31.60' South 130th Street •69'36 02'2 624.90' South 126th Street y l ll eie:s . 0,. 40•,11 � 52111•6•2 A Z 1 , Vertical Datum: kat:onal rwe0•tic vertical Raton of 1929 It6v0 291. Benchmark: Found City of Foe. re • v Benchmark 90 2166 b I. t mien.. on oast rv tan. 3.6 6 520. o 52 tR 336th are Pacific Ray 6dut,. set r•ber pl•..I c C :r m ni1 r i �:..e e:o:`o 9.r.�nt. ar • :. € :.liars•. eo. 1.:t Mal.. 8 0•: 1 Ee't re.:1 1~ :1•r:t:a t2s r00 :r•: • 1 9o.,in 1261, ;g :• WEV •r• • Igt :7n0:tu. a; ,929r : C % aa to la. CI• ..ft :0.61 iet. Description: t •1 1•ettle. eof " o• ol n itu r l0 ap ol:t:,'0 : cdrea .,n9 tv. u•n to . ..art . .. o on [ .000 M n c •' nt '•" ir n1 0 o f tN of [r io t • . .ct .]. anion .,. 1]2.50 •~•" t3 Ml1,1 PD . et Xg •. :` rr: t i f: i • 0 0 3 , .. ' utn ea Ibl IIn 333.66 1n. t ,,. I:. " e w;N3 11 `: 0 Mra'tt:nns::0 :: , :' do ` P1 Mt61 1- 00 .. r1, 101 Of • 20utn 1 N t e• Ild -rrly` • • t n ••• . ..t0 0101 t norm 0 .6'30 t 5536 &1: F ,::tN•••t.rly Inns .Otn .r 5 sotln . Ilor 0[0f0 9• oial- 9tmtrrqq 001,: [Mena. a st` • 1el M Trum Patnl, :t•6:Otnnl�0� • Surveyor's Notes: 1f eI1•n.a a� ,[1152 v: OO aiu : M:'i9i': v aouu 91abl Pa.: the r e :r"0 :::w�n staw.r of MAC 112 - r 130-090. n Intlttf.. o r t11e n:'rt O11 1n:ir 1ni :iI•ii:n 0(.n r n� ,b,..rtdec• 01 .. to d•nu• l ¢ aeu a, t0,• tula •• .1 L•O +I prorm•0 o cLmt. Ib .0521 tfalul • 2e n•• a•0, •n owt Mere= .rt m•.u•va peraendtculr . 1.11"0[• • raar.lt0u w,tcn uY •f •cl tnf ` 1...1 "52 Basis of Bearing: r" 110.• Nar.. .0 °siti w 90[•52 6PS1 orian �la 00)0 0 r c •rtlacca :. t14 ' o C• 114 CgNT1•AFVE -•0000 CO. En : t '0 ••`' . _ ape ...ion number. t Neat 1 5.0x10, t 0. 2) lawt�'�p1 E t: t • of 10.0[[1 1 owfnlp col O:tum 1966 pivb B6t N4 :.te : is t / z29efie.�'. 0 mr.r.. a • Itol c r o000o0i, en. p =.ee ,r .no.n 90526,0 52152..... BOV01002061090013 v ob � a O 2/7 . N69'3fi 02'2 230 •ne" oa °m•i2eoo nna F 0 10 1 0 1 / 1 0 0 0 0 0 1- 01= Saute. ante Mao:th Legend: ICI NI • S1 an N., Range 4 E., W.M. . Washington �L• o b" o Rl". f\ �J�O fhb, ° l a ^o B \�. P ef : •:;t: rn TW g 3 m g V Nn] 3 •' o. 'cOl•t•Q 0 L N0t1E1f0.0 � NOS 1 Po " 163 re u tt " .tM ° • 2:91•: I;oN :v.51Nt" n .Cu.•ted eMUe• t It po..etm 04. zoa. G:Ca:•ted Plat 0100,414 Interurban 1.1.1 0 - upn•u .rf•c. ,69'36'02'2 1179 42 South 126th Street R 250 00 100.00' M9 02•E 360.00 C.ICUIet•d b. Plat South 130th Street Centre rb° .l r% Ude .'1 Pointe Surveying banyan L° in. 11 6100 2YL RECEIVED MAY 01 2006 COMMUNITY DEVELOPMENT I. hal Um ST -ST 10 & NY -NY 15, 123N, 840. Ill Sm1° P4 0 I0.er.p Renton, ... -.9)3 KWG COUNTY, WASHINGTON SHEET 1 OF 1 ST 1.1 ST 1.1 ST 1.0 Rainfall Regions and Regional Scale Factors L.11:1 Incorporated Area River /Lake Major Road ST 1.0 ^ IKINO COUNTY PIERCE COUNTY LA 0.9 ST 1.0/ LA 0.8 LA 0.9 LA 1.0 SNONOYISH COUNTY LA 1.2 ST 1.1 0.54" (0.045') L11:11 Incorporated Area River /Lake Major Road 0.47" (0.039') NOTE: Areas east of the eastemmost isopluvial should use 0.65 inches unless rainfall data is available for the location of interest 24 The mean annual storm is a conceptual storm found by dividing the annual precipitation by the total number of storm events per year ST 1.0 PIERCE COUNTY 0.47" (0.039') ST 1.00 LA 0.8 LA. 0.v It SNOHOMISH COUNTY 0.52" (0.043') 0.56" (0.047') LA1.0 LA1.2 • King County • H zv:Se�rch iMAP - Pro • e Information Plannin • 4 128TH Niir3t u? 734309766 4 • (CI 2153 King County 340679765 7 tont; 43406n tLti ,C4L 1 0 , r 134L'60n662 +1.l 14L,6997631 T %'34060976' 'tt 3406!!7766 y9• 'TY: . 34,36!!K ?:.J 1440600663 34060068! 734060966 .340600686 o - 1= rf County Boundary Streets .19-m rs A-wuils Luca Legend Lakes and Lange Rivers Streams ParceIS Topo Contours {5ft) 2002 Cok r Aerial Photo Nast KC onty) e information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such nformation. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, ost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on is ma • is r rohibited exce r t b written r ernission of Kin! Coun . King County 1 GIS Center 1 News 1 Services' Comments 1 Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http:// www5. metrokc. gov/ servlet /com.esri.esrimap.Esrimap ?ServiceName= overview &Clien... 8/2/2005 102304 1409 Ae 1 102304 9069 150374e1 102304 9074 734560 102304 9041 102304-9073 1023049075 734560 s�Y 734060 73458007ee sew 734060 7340 092 W ,gip ma m w Am MS sianan %MIMI MN n urce: ansnation Title Niteowlplus.net parcel map dm job 0502019 RECEIVED gkd JD aao'd NWT date 03/09/05 R.W. Thorpe & Associates, Inc. ,' V r' 710 Hoge Building 705 2nd Avenue Seattle. WA 98104 / Anchorage / Denver 't5? phone�206 624 6239 // fax 206 625 0930 e -mail: planning @rwta.com Planning Landscape Architecture Environmental Economics CONCEPT LOT LAYOUT Parcel No. 7340600664 Tukwila IDEVELOPNLli VICINITY MAP SYMBO BOTANICAL NAME COMMON NAME SIZE SPACING it COMMENTS 3 DECIDUOUS TRPFS r Acer rubrum 'Red Sunset i Red Sunset Maple 2.5' cal. Per Plan 6 fall color upright. vigorous branching habit I Carpinus betutus 'Fastigiate' European Hornbeam 2 5 cal per plan 10 long Ice and good habil as street trees retains leaves well into winter 0 Cedda canadensis ' 'forest Pansy' Eastern Redbud 2.5 cal. Per Plan 4 upright, spreading b'a'shes. magenta rose flower yellow orange fall color EVERGREEN TREE 0 / .�. Thuja plicate 'Hogan' Hogan Western Red Cedar a a' o.c. 11 pyramidal form HYDROSEED . • • .. •I Hydroseed 3.100 of OF REPLACEMENT TREES ER TUKWILA MUNICIPAL CODE 18.54.140 - B SEE SHEET PPO5 31 (SEES TO BE REMOVED 16 fPICAL TREE REMOVED SYMBOL r ► . iAllk OF TREES IN SIDE OF PROPERTY LINE TO BE RETAINED 3 1.� _ � L , , ` - 1 (; A f .iduou_r'ustel ! .1 J \ \ ‘../I � (' 3b" De,elduous triple \211 lous 'tin,_5 \' j Il ;�./, 'CANT SCHEDULE .EGEND STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT • 5 HEN SPEIDEL CERTIFICATE NO. 378 ROPOSED TREE PROTECTION GUIDELINES FOR SITE DEV. to trees to remain in relation to site development/ plat improvement ork, shall be protected by these guidelines. One of the goals of this •otection plan is to minimize changes to the existing root zone tvtronment. A minimum root protection distance should be at least 6 regardless of trunk diameter. barrier system of a temporary fence at least 4' high shall be placed ong the edge of the tree protection zone designated on the plan deter soil compaction and to remind machinery to keep away. Kcavation and compaction of earth or other damaging activities tall be prohibited from occunng within the protection zone. The nce shall remain and be maintained until plat improvements for the ial plat approval are complete. o objects shall be attached to protected trees during construction - o harmful activity shall be conducted within the protected area eluding but not limited to placing solvents, stonng materials or imping concrete washout. Vehicle parking for contractors and ibcontractors, material storage, and heavy equipment access stncted from access into protected area. plaices' I on & Byther "Construction Damage" WSU Research and Extension 1987 reprint. g er, Don "Professor's Message: Building for growth " WNR 2002 gee protection" Section 20.770.090 Vancouver WA Municipal Code 2001. JANTING NOTES Contractor shall be responsible for familianzing himself with all other site tprovements pnor to starting landscape work Contractor shall use caution while excavating to avoid disturbing any existing tderground utilities. If active utilities are encountered, contractor is to promptly advise eneral Contractor and Owner. Contractor shall maintain and water plant matenal until owners final acceptance is coved in writing. Contractor shall be responsible for providing the quantity of plants that are presented by symbols on the drawing. Contractor shall be responsible for computing specific quantities of groundcover anc ant matenal utilizing on-center spacing for plants as shown on plant schedule and inimum planting distances as specified below. Subgrade to within 1 /10 foot provided by General Contractor at the following: anting areas: 6" below finish grade. Submit two representative subsoil samples and one topsoil sample to a qualified sting laboratory. Test for ornamental planting requirements. Add soil amendments as commended by soil testing lab. Imported topsoil shall be a mix of organic matter and soil (composted sawdust, enure, sandy loam and loam soils), or existing on site stockpiled soil. Provide as !lows. anting areas: 6" depth of topsoil, rototilled to a depth of 12" below finish grade Provide 2" layer of mulch as described in all planting areas. I. All plant material shall be fertilized per manufactures specifications I All plant material shall conform to AAN standard for nursery stock, latest edition TOTAL PROPOSED TREES ources: Centre Point Boundary and Topography Survey Feb. 2006 of & Access Layout Pacific Engineering March 2006 ransnation Title Niteowlplus.net parcel map ing County DDES I -Map 2003 drn JL job 502019A ckd SS app'd RWT date 04/25/06 31 shy X EEME GEf CY AdC SSJ I ALLOW FROI/_T - -- ., 40TH AVE. S ...�:q.wr 1....:Ht. nn it `4, R.W. Thorpe & Associates, Inc. 710 Hoge Building 705 2nd Avenue Seattle, WA 98104 STAUDACHER SHORT. PLAT Parcel No. 7340600664 (4020 S. 128th St.) Jurisdiction: Tukwila t)t ,Fl1Vm1 I..' lit,: l "ta, yaiyvi C ;r. SC.IIIIG.I 2 TIMES ROOTBALL DIAMETER TREE DETAIL 0" D ciduou _48 Deci- duous cluster ;,'TRACT:.: it :'.FOR.'".. •.:j I I S3ORN ;.� :TYR. DRIVEWA .T VAULT „ITP, PROPOSED 11.. " ' '' ' t_ i EMERGENCY AC %. - ,.. 'EASEMENT LINE v •• i'4 iTYP. PROPOSED ‘' 'l IBLDG., , I TYP PR(1P(1CFfl 2 / � 1 1 . Y 11 1 • i. \ 3' DE) iduous crust,. 59.15 is DETAILS Y' � « TREE OR CONIFEROUS O NIFE R NIFEROUS 12” Deciduous 12" Deciduous L e o 14" Deciduous 24" De /ou:j lSd iduoits i 8" Deciduous L.II rift ;(2) 1 32-D cld ous '" .I.a au,,,L.:.�u:t r rn(..' .. PRUNE AS DIRECTED • r4 REAR OR W000 STAKE SET OW OF TREE AT FINISH GR N GRADE REMOVE BINDER TWINE AND ROLL TOP 1OOF BURIAP AWAY FROM ROOTBALL 2' LAYER MULCH AS SPECIFIED ON PLANS (4• LAYER FOR TREES WITHIN R -O-W); TAPER TO CROWN 2 BERM AT BASIN; CREATE BERM AT EXISTING TREE LOCATORS TYP. FINISH GRADE TOPSOIL BACKFILL 5 FERTIUZE ROUGHEN ALL SURFACES OF THE MT uNDISTURBED NATIVE SOIL Seattle / Anchorage / Denver phone 206 624 6239 / fax 206 625 0930 e -mail: planning @rwta.com EMERGENCY ACCESS & LOT 3 ACCESS PROPOSED ON ACCESS TRACT FROM/ TO SOUTHEAST (S 128TH1ST.) R CE VED • ' IIISISi AUL1 147'.1Th t• • NORTH / \ 40' Planning Landscape Architecture Environmental Economics LANDSCAPE PLAN \.y cr- 'Cif) King County C) 2006 King County s I 8 • • 128TH ST. S 126TH ST 12811 ST f./111111tan S 126TH Si; \‘‘., • \ \ \ \ 0 I • c -- " --11 1 / • Ouwamish River N Li Of-v-Stlf_ AM MAP The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Date: 4-25-2006 Source: King County iMAP - Property Information (http://www.metrokc.gov/GISMAP) REVISIONS: CHANGED ACCESS FROM EASEMENT TO RIGHT OF WAY. 08- 08-06. JIM; STAUDACHER PRELIMINARY SHORT PLAT AVG LOT W1DT1 -IS LOT # 2 3 4 5 6613711 68.61 70.18 106.85 78.25 90.60 105.37 68.55 \ Found 1/4' copper pin in concrete. incased. at PC on Marginal Way South. south of South 128th Street. 224.90' SANITARY SEVER NAwoLE -_. RIN 78.54 • Put ud IL 8' PVC E 69.32 IE 2 und 3' brass disc with punch. incased. at intersection of Marginal Way South and South 126th Street. 7340600640 STORM DETENTION AND WATER QUALITY VAULT (20'x70') 1x31 BASIN R!I4 38.49 \ Site 2 Benchmark \ Elevation: 40.81 feet \ 7345600766 \ \ 2384200010 190 N, SANITARY SEMEN RA R111 41.70 8'r.• :: :1 0' PVC N 35.66 11 B' PVC 5 35.26 IE CAICR BASIN RIN 6 64 62 / Q) i 094 CAio1 BASIN RIN 30.79 12' CIV 5 34.43 1E - ' =`W CIVIC E 33.57 • o_� Gtnn7 66 I I I I 1 I 1 i ROW In $6 %NER NN+V1E 8111.61.97 N'52.51 IE \ 0' rVf A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. ( \ \ 7 70 52.42 IE A I foundCtionI L N139 '38'02'E 624.90' 400.00' South 126th Street I m I I' 1 4- ?jro� >t N v2 renar - .j0 SP \ \ • I , ` >I s 7 .9' i 1s " Txl3 - - ` S ETBA LO C 7C.. " ' dS�. ITT ,,..c' �znoec�rnu eh7'' 1 \ , j�.\ \\ \ II 11 1 o , 1 osa d&vo' i % j s ; \ � • / y . . , , 1 I t 1 'u u FRONT�85 '1TkC7` !pa'a''I J•S' 4 N \ ) / .4' \ I 1 1 1 °eG ., SF', t , . 36.5• - �� 1 , '� • l cwm /;:,,,,,,,\A\ � 1 1 • c �� ( / \\\\\\\\\\ \ 1 1: 1 O4e 1 t er\ /�/ �. \ 1 io •31:51 \ , \ ♦ ' /// / �. 'Sk\ \\ \ 1'n }y,. mule ,, ' \ 8855 St Dec 1/4\ p*I.itY,Pil..770 - I R= � }L \ \ i / </' 73 4060 `\ /, '1 \ . _ \; . \ .3 50, 664 \ 1 m 5' En` 1 RI 01 I ''', / .. \\ 1J I' . . ., • \ 71.5 rftl 'SQ 6344 sr '..> , • S t 1 rster ,, \ ,,,//, .5s awD / s <<' - \ ) , 1 T / / 'U71UTY/AC T " `�i C \ / / / EASEMENT R.. A 49.' - / , /'I 2 \ \ Rn x4„) \ .c >\ / 1 1 5767 SF 120' FRO N a - esE T �. tn jy o � ta ` St e I'w ' \ \L I 11 \4`. t� 1E 5011100- 5E411116680*ULE BIN 41.8$ 07' PVC 5 33 12 IF. 1 ' e' PVC w 33.21 IE 174: 1 132.a.B IE i s 33 04 11 11 rr AILN BASIN 1 1. 40.5$ EASEMENT X09 �I 1830 \�F i°� si C • ' 12" COICPETE`CU.VERe� 53.20 X N Guy �• 0 �` wa 7340600776 7340600767 7340600661 • ,„ I: FoonH.4 /2' r her oR,I t I , , 1 Yellow bap stammpped\ • O \'HARSTAB`S5 1373, \ 1 1 •\ \ \ I /1Um,Na \ S. Site 1 Benchmark Eleva Ion: 67.47 7340600772 7340600662 'I I 1 • I .0 7340600663 , II T , I r I1 I .I l: 20' FPO�T '.; \ BSBL f I ' I \ xi' 41H $ I15n5 I 4 n I j" ' 6 \ 1 1 \ EXISTING GARAGE TO , 1 5F _ , BE REMOVED '' I 1 I r,' -,� l a5 1 1 1 1 I T I I A-o. B'N • -' 10' PUBLIC\ 1 �.� U \ T EXISTING HOUSE TO REMAIN i' ir . \ ,.. \ 4 0' SECOND \ s \\ BO, IO BSBL 1 7489 SR oe / (111 � 1 a+, 20' FRONTI.y ■ h.,' No(": ' • I I of I 47 IE I \ i. 6zra6a 2 Ra15i ° n -I- 1.5' Iron pule _1.7'6 ' VINCREIE 01.rv111 09.57 1E R =15.00' 6.029'06'51' L = 'E 'p/� "� •� 10.8' S31 ''49 foot � -. 0.a08alt. SANIIAR SEVER N a i PIN fig. 1 �- B' PVC 59 69 IE B" PVC 159 38 IE � 9,7- 6' PYC R 59 S IE of y 7340600763 5' REAR BSBL 7340600660 7340600762 30 S • • C 4Ma CA - W - - T- -OII -F- - OHP - � - � OWNER 0 10 20 30 • • IN NI = E ORAPFOC SCALE LEGEND PROPOSED PROPOSED CB (TYPE I) PROPOSED CONC. VAULT EXISTING CONTOUR BUILDING OUTLINE DECIDUOUS TREE EXISTING CB (TYPE I) EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING WATER LINE EXISTING SS MH UNDERGROUND TELEPHONE OVERHEAD TELEPHONE FIBER OPTIC OVERHEAD POWER GAS LINE ROBERT STAUDACHER C/O R.W. THORPE 705 2ND AVE., SUITE 710 SEATTLE WA 98104 PHONE (206)624 -6239 PROJECT PACBRC ENGINEERING DESIGN, L.LC 15445 53RD AVE. S.. SEATTLE WA 98188 PHONE (206) 431 -7970 FAX (206) 388 -1648 SURVEYOR CENTRE POINTE SURVEYING 33701 9TH AVE S. FEDERAL WAY, WA 98003 PHONE: (253) 661 -1901 FAX (253) 661 -7719 UTBJTY SERVICE PROVE WATER. WATER DISTRICT 125 SEWER VALVE SEWER DISTRICT FIRE DISTRICT. CITY OF 7U105TLA TELEPHONE QNEST PONiR PUGET SOUND ENERGY CABLE At COMCAST GAS PUGET SOUND ENERGY 00 TUKWILA, WA VICINITY MAP SHEET AVDEX PP01 PPO2 PPO3 PPO4 PROS PPO6 PPO7 PP08 VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NM 29). PRELIMINARY SHORT PLAT GRADING AND DRAINAGE PLAN ROAD PROFILE AND CROSS SECTIONS STE CROSS SECTIONS COMPOSITE UTILITY PLAN SLOPE ANALYSIS AND TREE CLEARING PLAN TEMPORARY EROSION CONTROL PLAN EXISTING CONDITIONS MAP BENCHMARK: BASE FOUND CITY OF FEDERAL WAY BEOIUIMARJK No.2168 -5-I, RAM -SET WASHER ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF SOUTH 336TH STREET AND PACIFIC HWY SOUTH. ELEVATION: 346.81 FEET. SITE /1: SET REBAR WITH PLASTIC CAP AT THE SOUTHEAST CORNER OF SITE, SOUTH OF DRIVEWAY, 4.8' SOUTH OF EDGE OF PAVEMENT, +/ -33' WEST OF SANITARY SEWER MANHOLE ELEVATION: 67.47 FEET. STE • COTTON GM SPIKE IN MEDIAN AT THE INTERTSECTION OF SOUTH 128TH STREET AND EAST MARGINAL WAY. 4.0' WEST OF EAST NOSE OF MEDIAN AT THE BACK OF WALK WNEN ELEVATED FROM BARGHAUSEN CONSULTANTANT ENGINEERING BENCHMARK ELEVATION HIT THIS POINT 0.73 FEET TO LOW FOR NATIONAL GEODETIC VERTICAL DATUM OF 1929. ELEVATION: 40.81 FEET. DESCRIPTION: A PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OR PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 45, WHICH POINT IS ON THE CENTER UNE OF THE STREET; THENCE WEST ALONG THE CENTER UNE OF THE STREET 150 FEET; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID TRACT 45, 152.50 FEET TO THE TRUE POINT OF BEGINNING,` THENCE SOUTH ALONG SAID PARALLEL LINE 33185 FEET TO A POINT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 15 FEET, A DISTANCE OF 33.835 FEET TO A POINT OR TANGENCY, WHICH POINT IS ON ME NORTHEASTERLY UNE OF SOUTH 128714 STREET (FORMERLY RIVER STREET); THENCE ALONG SAID SUHtti LINE NORTH 50'45'30' WEST 265.35 FEET TO THE EASTERLY LINE OF 40TH AVENUE SOUTH (FORMERLY DALE SIHttr); THENCE NORTH ALONG SAID EASTERLY UNE 177.61 FEET TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS EAST THENCE EAST 230 FEET TO THE TRUE POINT OR BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING: TRUE NORTH. BASED UPON GLOBAL POSTIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE NORM ZONE COORDINATES. A CONVERGENCE ANGLE OF 01135 COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN A 3' BRASS DISC, IN 4' x 4' CONCRETE POST, STAMPED 'KING COUNTY SURVEY .P DODD CO. ENGINEER' WITH CORRESPONDING SECTION UNES AND NUMBER. THE MONUMENT IS ME SOUTHWEST CORNER OF SECTION 10. TOWNSHIP 23 NORTH, RANGE 4 EAST, OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88) GRID COORDINATES WERE ROUND TO BE 181711.235 / 1277868.892 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999994960 AND THE GRID SCALE FACTOR OF 1.000002111 WAS APPLIED TO ME GRID COORDINATES FOR SHOWN GROUND DISTANCES. SE P 2 21006 looms soot 14 2000 c ) 0 §g F15 lahld b 4 . 0 0 . U0 cd•r0 • /■I a yAA / r e) WQ U p+ PROJECT NO.: 05099 DRAWN BY: AA ISSUE DATE: 04.20 - SHEET REV.: 08 - 09 - 08 PRELIMINARY SNORT PLAT DETENTION VAULT DETENTION VOLUME REQUIRED 6875 CF DETENTION VOLUME PROVIDED 7000 CF WATER QUALITY VOLUME REQUIRED 4589 CF WATER QUALITY VOLUME PROVIDED 5600 CF WATER QUALITY SURFACE AREA REQUIRED 1147 SF WATER QUALITY SURFACE AREA PROVIDED 1400 SF •....... -•. ...•. •.• • %%my••••• ••••.. •.•w. 0.w ,v.I.c4• e• ••c V••r.A4 .mown unnsnww w-w- Found 1/4" copper pin .. In concrete, incased. at PC on Marginal way South. south of South 128th Street. A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. v 5ANI2611 SENo PIO 18.54 8 50T 7 e' PVC E 69 1 Fountl 3 brass disc with punch. incased. at intersection of Mary/11Ni nap Swu.i. and South 126th Street. 7340600640 N 0 0 CLIC11 eAs(N RI S td' (TYPE I RIM -42.0 SANITARY SEWER RIM 41.70 8 PVC E 35./1 It 8' PVC N 35.66 IF 8' PVC 5 35.36 It to 0 7345600766 2384200010 .) 224.90' CB (TYPE 1) RIM -57 \ Side 2 Benchmark \ Ele tion: 40.81 feet CA N37 8AS RIM 39.71 B / 9) 140 LF 12' SO 70'x20 DETENTION VAULT CATCH WIN III 38.79 CAPS 34 43 TE �' CONC E 33.57 I£ C4 „..J ' \ C011C W 33.11 IE : N8'44 49 "E a cn ELI SANITARY SEWER WA14101.E AIM 67 97 8' PVC N 50.51 IF 8' PVC 7 52. 2 IE N 5E 70\ t foundation( C rri 5ANI1ARY SEWER RANKLE RIM 47.98 97' PVC 5 33.12 IE 8' PVC N 33.21 IE 8' ?03298 If E96' > 33.04 IE WICK WA IN S l 40.65 1 tl 1/2' reoar wicrt e- leo- ow cap s ��•etl SiAO L5� / 54 6 \ r�I ', (9, 73+0600776 734060076 •:ONCAETE'CU.VEP le 9 20 If wit Guy 0 ancnor Pay South 130th Street 400.00' South 126th Street 734060066; Power 00 lumina • a' _ Fauna 1 /0 repot wl tlx yellow tap stamped \ '11405700 L5 13731' '0 9 S • N89'36•02"E 00 :� • pas yrrifr 121 12, IN/clf0a� ` V• \l • / /7/ / 4 S(:) / c ma --66 E FF. C / y seer \` m DRIVEWAY(TYP) / / / // ' \ \\ / ' 73.060066 // �• \ \ < 5 1 0 \ ` � a Iles :Mpg l S r 5 \\FF.-0•f M �. ` � CONSTRUCT DRIVEWAY APPROACH AT LOCATION OF EXISTING 0/W e 1 BenchmarF va ion:: 67.47 feet SANI TAR PIN 69. 8' PVC E 59.68 IE 8' PVC 59 38 IE 6' PVC 59.55 IE 7340600772 Guy ant 7340600763 7340600662 rence cost n pipe 1(.35 70.8 W 0 0.8'W BUILDING FOOTPRINTS SHOWN SCHEMATICALLY TO SHOW APPROXIMATE LOCATION. FINAL BUILDINGS LOCATIONS TO BE DETERMINED DURING BUILDING PERMIT PHASE OF PROJECT. cleuaua triple 734060066.3 7340600660 iar age EXISTING DRIVEWAY TO REMAIN - 1.5' Iron 01pe f. )'N CONCRETE C4LYEAI R=15 00' 69.57 16 0=129'06'51" Lw 33.80' 10.8',S31'21'49 "E 7340600762 70 0 10 20 30 a0 1111 MM • • • - GRAPHIC SCALE LEGEND PROPOSED. BOUNDARY / R.O.W. LINE CENTERUNE LOT UNE EASEMENT UNE EXSTING GROUND CONTOUR cello -� FINISHED GROUND CONTOUR --o- CATCNBASIN (TYPE I) W /GRATE CJIO ROCKERY RETAINING WALL PRELMARY EARn WORK VOLUMES OUT VOLUME (C.Y.) FILL VOLUME (C.Y.) 1533.80 C 851.95 NOTE: FOR SECTIONS AM SEE SHEET PP3 FOR SECTIONS C&0 SEE SHEET PP4 RECEIVED C1TYOf TUKWILA SEP 2 2 2006 PERMIT carts. 1 PROJECT NO.: 05099 DRAWN BY: AA ISSUE DATE: 04 - 20 - 06 SHEET REv.: 09 - 22 - 06 ORADAIO AND DRAINAGE PLAN / m0ssa301- rrOxDWO PPO2 28l-IT OF 8 ]0 0 10 20 70 60 IN MI MI MI In MI M - "' GRAPHIC SCALE SCALE HORIZONTAL 1' - 30' VERTICAL 1' - 5' 80. 75.0j- 70.0 - . 65.0 -- 60. A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. 40.0 1 i 55.0 -"' -ZOO* 50.0- 45.0 -- PM ELEV: 60.76 • K: 6.67 INC: 50.00 PM 574: 0 +63.56 PM.ELEV:. 543 4, K: 6.00 • LVC' 40.00 0) 8 10' PUBLIC UTIUTY /ACCESS EASEMENT CURB k GUTTER) b I r PM STA: 1 +15.53 PN ELEM 61.33 K: 3.S/ . LVC: 30.00 • R EIOSTlNG GRADE i 0 € ROAD EXISTING GRADE - 0 Q ROAD PROPOSED GRADE 0 ¢:ROAD N N n • b 6P S. 2.0% (MIN.) WCUT EX PAVEMENT 1' FROM EDGE PV1 STA: 1 +60.00 PM EIEV: 62.04 K. 9.76 LOG 40.00 a0 2 8 PROPOSED GRADE 0- €. ROAD. 28' RIGHT OF WAY 28' PAVEMENT WIDTH • ivr ✓ivrw. isr..o.,vr.vwvn,..�h�:t\,nv��� iyi.s , r i. ✓�.r<ii i.euur EXISTING PAVEMENT PM STA: 2+84.20 'PM ECEV: 55.47 K: 6.00 LVC: 40.00 O 1 +00 2 +00 3+00 PROPOSED ROADWAY SECTION A -A NTS EXISTING R/W 20' 60 I- 0.5' 5' SIDEWALK i xc :. EXISTING GRADE /..I •� � CEMENT CONCRETE SIDEWALK 2" OF 5/8" MINUS CRUSHED ROCK 2' CLASS 'B ASPHALT CONCRETE STORM SEWER AND CATCH BASIN 4' CRUSHED ROCK PROPOSED ROADWAY SECTION B -B NTS 10' PUBLIC .0 75.0 70.0 -65.0 -60.0 3.33 zoos --55.0 -50.0 -45.0 40.0 UTILITY /ACCESS EASEMENT J: I �- CEMENT CONCRETE SIDEWALK 2' OF 5/8- MINUS CRUSHED ROCK STORM SEWER AND CATCH BASIN i SCALE : HORIZONTAL 1' - 20' VERTICAL 1' - 5' 100.0 - 90.0- 80.0- 70.0- 60.0- 50.0- 40.0- 30.0- 20.0 A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. 90.0 — 80.0 - 70.0— 60.0 - 50.0- 40.0- 30.0- 20.01 K 0 K DETENTION VAULT J (APX LOCATION) DETENTION VAULT (APX LOCATION) 1 SECTION C SECTION D—D — 90.0 —80.0 —70.0 — 60.0 50.0 — 40.0 30.0 1 20.0 • 0 a —100.0 • 90.0 —80.0 —70.0 —60.0 —50.0 —40.0 —30.0 0.0 04 OP j SEP 2 ?.7006 t l Imam Sept 14 2006 1 PROJECT NO.: 05099 DRAWN BY: BCS ISSUE DATE: 08 - 09 - 06 SHEET REV.: SITE CR088 SEC710N8 0!09990.001 -PPM .DWG PPO4 SHEET 4 OF 8 Found 1/4' copper pin In concrete, Incased, �\ at PC on Marginal Way South. south of South 128th Street. - 224.90 SANITARY SEW, 71ua173lE_• PIN 78.54 8' PVC 69 2lt 8' Pv[ 1 69.332 IE 7 FOund 3' brass disr with punch, incases, at intersection of Marginal Way South and South 126th Street. SSW CONNECT TO EXISTING, \ Stop ! Sign SlLN BASIN RIM 38.49 507114R4 117tER 118 RIM 41 70 8' PVC E 35 71 If 8' PVC N 35 66 If 8 PYC S 35.36 IE \ Slt`e 2 Benchmark ,Ele [ion: 40.81 feet CONNECT TO EX. WATERMAIN /0 CATCH BASIN RIM 39 77 Qi CATCH BASTA -- AIN 38.79 447\ 7 12' CAP 5 34.43 It •3 '12' CONC E 33.57 IE , 72' CONC W 33 11 IE: EX. ' ROW • 8' SAN,TAR A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. m \ '1I1 II ' 50111/187 SEWER NAm10_E 'I III ` FIN\61 97 .I 1 1 .. - _ O� /2' r ber q7 th ` PWC N 52.51 If - Foun e110. dp fi[dppeb\ \ \ �O `8" PvC 52.42 1E ,7,77.7„ 7I I I I ' \ NA8$TA8 t.5 13731' \ \ \ 70 \� , ounce: lan f l i _ 55 \ III \ \ _ To 7 1 N89 -02"E230 PO s .. -- '' _ �_ r `•,�� rence post J F O ,\p f /2' reoar «r tb -7 ^?u e- - J � " \ SEWER STUB 180 \ \ 1 Iron oroe YH�1 Cdp dtdmpeb - _ \ d. . IS 7 0.8' N RSTA - y �ts_137i� -'� � 0 uS1DE a 2 1 W� rOo Te \ °/ \ WM 8 WATERMAIN / 1pAZI. ' `✓h \ \ \\ \1 1 1 \ 1 \ :\ - .DATA _, / \ .� • \/ ,\ \ 1 _ 4 - \/ 1 1 I I I1, / STUSIDE SEWER / H \ 1 1 1. rQ / \ \ \ I C �i / c I. \ > / 6' SIDE SEIM* \ ` v \ I \ I l ! />\ STUB � ' \ \ \ \ 11 1 m: �` / 5 4S 3 , \ I �Tif m \ ,1 1' 1 1� o W4 8 TE 11 ,i \ + -� 1 H�R,,,Y,,R I , - ''� i 1 1 1°I. o 'Il V h1 Y8 I I I .1 I. I I .5 1 DOMESTIC 1 11 W lt+IJ.METER , oaYllgnt (qP)� S\ ° o SSMN EXISTING ` T • 12' COVCE1' I11 EP: SANITARY SEWER Nu110LE 59 20 IE PIN 41 98 Guy o1f.P� 87' PVC S 33.,2 IE anchor It PVC 9 33.21 IE Mail CONNECT TO EX ATCH BASIN e' 7 32 98 1E A6' 0 33.04 IE WATERMAIN Po.er pole n /Iu97ne e 1. 40.65 N89'36 02'E 624.90' 400.00 South 126th Street \A Benchmark ion: 67 47 feet 9 S ' I \ AO'.PUBLIC \\ UROTY .EASEMENT t \ �d MAIN; \ - \714, \1 y Garage S,WIIML 111ER NAMptE - 8505 N 69.02 e PVC E 59.68 If 6 PVC IT 59.38 IE 6 PVC N 59 55 If Guy nchor - 1.5' iron PIPe 17'W 8' CONCRETE 210101 R= 15.00• 69.57 it a= 129'06'51' L= 33.80' 10.8 S31'21 °00 e • 0 1180, EEW9 30 0 10 20 30 IN ORAPFOC SCALE 60 LEGEND PROPOSED: BOUNDARY / R.O.W. LINE CENTERLINE LOT UNE EASEMENT UNE ▪ WATER BEND WITH CONC. BLOCKIING 4-.0-149 FIRE HYDRANT ASSEMBLY WATER VALVE ® DOMESTIC WATER METER -.7-1111 SANITARY SEWER MANHOLE W/ SS MAIN SEP 2 2 2OOS PER:7 7 h N m .18 gp N gig g1 0I' !OA MHz PROJECT NO.: 05099 DRAWN BY: AA ISSUE DATE: 04 - 20 - 08 SHEET REV.: 0g_22_08 COMPOSITE UTILITY PLAN PPO5 SHEET 5 OF 8 . at iw I tU • U 80 8 W•� v a SURFACE SLOPE DATA NUMBER MINIMUM SLOPE MAXIMUM SLOPE AREA (SF) COLOR 1 0.0007. - 0:0 15.000% - 6:40 37938 1/ 2 15.000% - 6:40 100.000% - 1:1 24322 2 SIGNIFICANT TREE REMOVAL TABLE No. TREE TYPE DIAMETER SIGNIFICANT TREES (IN SENSITIVE AREA) STA TUS No OF REPLACEMENT TREES EXISTING CO RAGE COVERAGE 1 DECIDUOUS 14" N REMOVE 2 DECIDUOUS 12" N REMOVE 3 DECIDUOUS 24" N REMOVE 4 DECIDUOUS 12" N REMOVE 5 DECIDUOUS 42" N REMOVE 6 DECIDUOUS 10" N REMOVE 7 DECIDUOUS 42" TWIN N REMOVE 8 DECIDUOUS 12" N REMOVE 9 DECIDUOUS 12" N REMOVE 10 DECIDUOUS 36 "CLUSTER Y REMOVE 8 11 DECIDUOUS 28 "CLUSTER Y REMOVE 8 12 DECIDUOUS 48 - CLUSTER Y REMOVE 8 13 DECIDUOUS 24" N REMOVE 14 DECIDUOUS 36 "TWIN N REMOVE 15 DECIDUOUS 6" N REMOVE 16 DECIDUOUS 36 "CLUSTER N REMOVE 17 DECIDUOUS 36 "TRIPLE Y REMAIN 810 SF 18 DECIDUOUS 48 "CLUSTER Y REMAIN 1402 SF 19 DECIDUOUS 30 "QUAD N REMAIN 566 SF TOTAL 2778 SF REVISIONS: REVISED SURFACE SLOPE DATA TABLE, 08- 08-06, JAR; Found 1/4' copper pin in concrete. incased. at PC on Marginal Way South, south of South 128th Street. 224 90' C. ---- q e SANITARY :EDEN Mu410LE� RIM 78.54 6 Pit 5 It 8' PVC E 59.32 IE Foun 3' brass disc with puncn. incased. at intersection of Marginal Way South and South 126th Street. fen G ,orsa T . 'fling'" 2 7'W 101 BASIN RIM 30.49 SANITARY SERER MAt*I0. RIM 41.70 8' PVC E 35.71 IF B' Pvc n 35.56 EE \ B' PVC 5 35 36 IE CAICh BASIN 44 �'' RIO 38 79 12 Cop S 34.43 IE 1�2 COW E 33.57 IE '07 12' CONE N 33.11 [E: °. c Stop \ S L 2 Benchmark \ Elev \ ation: 40.81 feet \\ \\ '.^CN a.SIN �s ROW 61 0' m 6I_ 5,01 :ENEN MAW ULE ` .IRI\61.97 2 V6 ' PC t 5 .51 IE 4E 6' PVC 52 IF n uac "�! \ \ 70\ toundallOn. A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. Ci 1 111m illl __ I I I I• \•R4051A0`LS 13731'7 � 5 s 1 .1 • e q'12a1.t.,n gut ter 5 •` CONCPETNIA RFRi 59 20 IE a or / cndr r'e 0' N] 1I da„es P o.er oo ! /lum,nare -. •. SAKI WY SEfill mAmm0.E RI. ii 98 87 WE S: 12 IE 0' PVC N net IE B 0 32 S? IE \ 06' ' ' 13 ^4 If l a.2'" a 05e.65 N89'36'02 "E 624 90 400.00' South 126th Street S Va 04/2 repot t - - ,Pilo. eau stamped` 9 0 ence post ' I ! I nn oloe y.B ls 7 0.8'M 1. 1 1 1 I � 11 Io 00,19n1 0.8'W 6'r age of 14uuus triple -1- 5.5 I ron p,hi , ..._____i 7'M CONCRETE Cu.NER: R =15.00' 69.57 IE 6=129 L= 33.80' "J7,' 10.8' 531'21'49'E ,...k./ a e Z' . .,,, � Oe I Benchmark >. El' C ''''' ion: 67 47 feet II , a - - - -._ J SW II6 E4W05F- 1 ^ /a5'halt RIM 69. X22 �• a PVC E 59.66 IE 8 PVC V 59.38 IE P 6' PVC N 59.55 IE Guv ry1 anc r 50111007 SEDER CLtEP WI a.er pole R /luminare i i 30 0 10 20 30 60 • • • E IM • - GRAPHIC SCALE SCALE 1 1' - 30' RETENTION AND REPLACEMENT OF CANOPY COVER (TUKWILA MUNICIPAL CODE 18.54.140 -B) TOTAL SIZE AREA - 62260 SF (1.43 Ac) MINIMUM CANOPY COVER = 62260x20X = 12452 SF REMAINING CANOPY COVER = 2778 SF REPLACEMENT CANOPY COVER = 9674 SF REPLACEMENT TREES 0 3145F/EACH = 37 TREES 5A/011 01v SEMEN 0011(LE RIM 72.67 8' PVC E 62.97 ;E R - PVC M 63.19 If 6' PVC 5 63.33 If 6' PVC 50 63.29 If ORYOFTUOMA SEP 22 2008 A EawYr iitc 0 0 0 + U CC W 4. 07 al -I W z 440 03 0 PROJECT NO.: 05088 DRAWN BY: 1111 ISSUE DATE: 04 - 20 - 06 SHEET REV.: SLOPE ANALYSIS AND 'TREE CLEARING PLAN '' ` \ � 1 I EJ 1 ous I I . IJ d '11 111 C BASIN 7 12M 3 38 19 33343 4IE 0 o _ � li' - - CO NC E 33.5] IE L- 3 enlc PROVIDE INTERIM 1 - c@!C W 33.11 tE, -• N"1.3 - � SEDIMENTATION PROTECTION 9 �\ SLOP _ M �, 1V�5�H° CzJ• 5�b0805 ... Cf EF 101 &S10 Pig 38.49 Found 1/4 Copper pen in concrete. incased. at PC on Marginal Way South. south of South 128th Street. \ 224.90' / 584//835 568th M V aE RIM 78 54 ( 8' PVC E 69.32 If / ''Found 3' brass disc with punch. Incased. at Intersection of Marginal Way South and South 126th Street. INSTALL. APPROXIMATELY 305 IF OF SILT FENCE SANITARY SEWER RIM 41.70 8' PVC E 35.71 IE 8' PVC N 35.66 If 8' PVC 5 35.36 IE \ SeCe 2 Benchmark \ E1e,\atEon: 40.81 feet ` \ �\\ 110 BASI 9 IN 3 3 9 7f 64 4 0 0 • 1 I —, I 1 I I It1� v I S OOfARr SEVEN NANNOLE I I, I :\ . d RIV.'I.97 52.51 fE 1 I I I - _ _ -= r e�1o+ Sep at Smpe4 ` 52.42 IE npu5e 1 I 1 1. \ - � B RSt a0 Y5 13731'�i )Q\ 1038085 pan 1 I 1 1 - - - - - - U 5 ` S ` J 1 -'Tp 3 1 , IC 1 1 I R85'36 -02'E' ?30 00- ` • • I _ -8=f- — _ _ - \ posy _e0 1 iron R2pnp t Ce08r 11 [n "' b O� \ 1 1 • S 7 0.8'11 I RSTiD� s eo 1. ��` 7 � � 1. \ 1 UP115 Lein 11eclwp.5,1 11581. cur. r` 9itte, 01 10 5891143! SEWER NAMAB_E 818 41 98 1 '- 87' PVC 5 33.12 IE 8" PVC1292 11E 8' 88 fE W6' 7 no. If A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. TEMPORARY SEDIMENT•JRAP bast n 11,le6 1 N89•36'02 624.90' 400.00' South 126th Street 1011085 105n aster v per �3 44e, 6 12' C3Y3ET0l9ERT 59 20 IE N _ a ncnor 0 � / 1'i. _ Mall s J Powe polls - . \ N, A101 61519 EN TEM PORAR Y TRANCE 50' GR LONG x CONSTRUCTJO N /1 Ina 25' BIDE x 12' I N ' t. 4.65 DEPTH OF 4' TO 8" QUARRY SPALL ROCK! OVER GEOTEXTILE FABRIC 1 I I A ' I Oa 1119n1 O rl_ • I I n I `` 1� I I I s r r I a C4 In Garage I.n on 8 I 7 M 588 Benchmark 100 57 47 feet 57:10AR SEVER NANIENE--- Rim 69.+2 9 INC 59.68 It 8 PVC 59.38 it 6 PVC N 99.551E R. 15.00' A= 129'06'51 " �., L= 80' 10.8' S31 '21 33. 49'E an 0r 0.8'W 8' CONCRETE CtAYERI 69.57 It 0 1`8RY SERER REM 001 oNer pole 11 /luminare 30 0 10 20 30 .ME 'MI - ��'� t•'— GRAPHIC SCALE 60 LEGEND - — PROPERTY UNE - - - - EASEMENT UNE — - — CENTER UNE - - 62- - EX. GROUND CONTOUR z SILT FENCE TEMPORARY GRAVEL. CONSTRUCTION ENTRANCE • INTERIM SEDIMENTATION PROTECTION ROCK CHECK DAM INTERCEPTOR SWALE S- 2 zoos r+✓. 0 PROJECT NO.: 05099 DRAWN BY: AA ISSUE DATE: 04 - 20 - 08 ] SHEET REV.: TEMPORARY EROSION CONTROL PLAN PPO7 0 50991E01- P006.0110 ..-. 7 490 G Scop gt 9n Asp5al 6 6�e clean" - cluste 6'W, 1' u o,[� 1 15401 luster I [ 2' 000.PEII L\ILVERI 39.79 IE 3 ttcdl gut[e? \ SANITARY SEVER MAOMI. \ \ RIM 41. 70 RI PVC 7 35.71 IE \ 8' PVC N 35.66 IE 8' PVC S 35.39 lE \ Site 2 Benchmark \ Elev \ atton: 40.81 feet \ "aids 015 \ RIM 39 16 .71 \ Y \ \ 11 Found 1/4' copper pin in concrete. incased. at PC on Marginal Way South. south of South 128th Street. \ 224.90' � /1 111 pvt a 0,9 [4 It 5W1 Tae, 02469 MSNOLE- RIM 78.54 8' PV[ E 69 32 IE I /.e ' '' , Found 3' brass disc V with punch. incased. at intersection of Marginal Way South I and South 126th Street. TCH 06515 RIM 39.49 66 64 2 0 054 CA701 55514 4 RIM 38.79 12' CRP S 36.43 lE o ..ONCE 33.57 IE /.72z- " CON% M 33.11 If sw .L A PORTION OF THE SW 1/4 OF SW 1/4 OF SEC. 10, T. 23 N., R. 4 E., W.M. N89'36 02'E 624 90' 400 00 South 126th Street m 1111P 551110,67 SEMEN Ww0LE ' it I \ 01 61.87 'I III. _ - f ou n 0.4 /c eoar : re. t p ` \8' N 52.57 IF - - _ - re/ low 0,o stampeg\ o JJ..Y" PV 52.42 IE House .I 1 I I. \ HAAS 7 AO 1.5 13J3t \ 70• I founpat .on 1 I 1 I • L 9 5 'E 1 1' I \ f\ \ \ I I I \ 1 ` 7 I N89 230 00 1 ' - �� - - - - � ' e 1- � nce post 1 iron pipe Pe 1 2 repere0,(:ed 1' �. - ��;._� \ 1113 's 7 o e'M r- .I \ Wt laouz \ \ I I L I 1 - 1 bestow/AA - • L 3YL. !� „Is_ 1 I. 1 1 � 8 0;::17-7.8e.:6.0, ■ 0 _ L �. \ I 11 1 500174118 5EMER MA IDLE RIM 41.98 97" PVC S 33 12 I6 ■ 8' PYt M 33.21 lE 8' 7 1 32.98 16 e6" 7'+ 33.04 IF 10 04 61411 60 65 Suster • r • F . 7' CONLAFIE-CLLVER 59 20 IE 1 r er� tte r ap 11 . o 5 \e Do V any wire ` t; Marl Po/es / J Power ' /lum snan0, re `4,7� Site Benchmark a ion. 67. feet 46x170I7 SEven ftweca 0114 69. E K 8' PVC 59.60 IE 8" PVC I) 59.38 IE 6' PVC M 89.5516 L I CJ i. '0a(ltont • I I 1 `I 1 15Prage I O.B Asonalt ,/ any or L 1 1j I 11 1 et70u0u5 tr,ale Garage 5' iron p.m ' C041>0E1E CLL7ER7 R= 15.00' 69 57 IF A= 129'06 L =33.80' 10.8' 531'21'49 "E 807,110110 5E0E0 CLEAN 5ll �wer pole wilua mare 56111491 SEWER MtMRE RIM 72.57 8" PVC E 62.37 IE 8" PVC W 63.19 IE 6' PVC S 63.33 IF 6" PVC 5M 63.29 IE 30 0 10 20 10 GRAPHIC SCALE 00 • RIM MEI MOWED t7Ty'OF SEP222006 PERMIT C.EN7EM I PROJECT NO.: 05090 DRAWN Br AA ISSUE DATE: 04 SHEET REV.: EXEM O CONDMON MAP 0509911N14407.DWO PPO8 SFT 8 OP 8 'Mx Dim 1 SW -SW 10, T23N, R4E, WM union us Pacific Engineering Design. LLC 4180 Lind Avenue SW Renton, Wa. 98055 -4973 KING COUNTY, WASHINGTON SHEET 1 OF 3 CITY OF TUKWILA SHORT PLAT NO. A PORTION OF THE SW1 /4 OF THE NE1 /4 OF SEC. 22, TWP. 23N., RNG. 4E. W.M. Dedication: KNOW ALL MEN BY THESE PRESENTS 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 filling of a final plat. The undersigned further declare this short plat t0 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 set our hands and seals. Name: Name: Acknowledgment: State of Washington )SS County of King On this day personally appeared before me to be 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. Given under my hand and official seal this _ day of 2006. CITY OF TUKWILA, KING COUNTY, WASHINGTON Signature' Name of commissioned' Title: My appointment expires State of Washington 55 County of King On this day of 2006, before me, the undersigned. a Notary Public in and for the State of Washington. duly commissioned and sworn, personally appeared to me personally known (or proven On the Oasis of satisfactory evidence) to be the of the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses the purposes therein mentioned. and on oath stated that he wasauthorized to execute Said instrument and that the seal affixed. if any. is the corporate seal of Said corporation. WITNESS my hand and Seal hereto affixed the day and year in this Certificate above written. Signature: Name of commissioned:, Title: My appointment expires: City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Tukwila. WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@tukwlla.wa.us RECORDING CERTIFICATE: Recording No Filed for record this _clay of 2006 at _ --A. in 000a _Of 9Jrveys at pave __at the request of Stephen N Woods. per intendant of Records LAND SURVEYOR'S CERTIFICATE: This Short Plat correctly represents a surrey Yoe Dy ee or under an direction in cawornance with the reSslrements of the Survey Recording Act at the request of Michael and fehrt Stauaecher in January 2006. Stephen k Woods Certificate No. 3996 King County Assessor: Examined and approved by the Department of Assessments This day of 2006. Deputy King County Assessor Parcel Number(s) 734060 -0664 King County Assessor King County Finance Division: I 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 2006. King County Treasurer Deputy King County Assessor City of Tukwila Approval: Examined and approved by the Short Subdivision committee and hereby certified for filling this day of Chair. Short Subdivision Committee C entre 33701 9th Avenue Siuth Federal Way, WA 99003 Pointe (253) 681 -1901 Surveying DNA' ST 0 Woods DOE May 11, 2006 SCALE NA cuafia m J Kiesretter its NAIL SP LB*). 2594 Existing Description: A portion of Tract 45, Riverside Interurban Tracts, according to the plat thereof recoded in Volume 10 of Plats. page 74, records of King County, Washington. described as follows: , Commencing at the northeast corner of said Tract 45, which' point is on the center line of the Street; thence west along the center line of the Street 150 feet: thence south parallel to the east line of said Tract 45. 152.50 feet to the True Point of Beginning; thence south along said parallel line 333.85 feet to a point of curve: thence along a curve to the right having a radius of 15 feet, a distance of 33.835 feet to a point of tangency, which point Ri ver on Stthe reet); northeasterly line of South 128th Street (formerly thence along said Street line north 50'45'30' west 265.35 feet to the easterly line of 40th Avenue South (formerly Dale Street); thence north along said easterly line 177.61 feet to a point from which the True Point of Beginning bears east; thence east 230 feet to the True Point of Beginning. Situate in the County of King, State of Washington. Proposed Descriptions: Awaiting approval of final lot configuration. NI GI ifs 'V0OT DATA • SW — SW 10, T23N, R4E, WM SoTYT foe Pacific Engineering Design. LLC' 4180 Lind Avenue SW Renton. Wa. 98055 -4973 KING COUNTY, WASHINGTON SHEET 2 OF 3 • CITY OF TUKWILA SHORT PLAT NO. Calculated per ROS by BOYD 20020610900013 554.52' 224.90' F Found 3" brass disc with punch and 'X ", stamped "K.C.S.M.^ incased. at intersection of Marginal Way South and South 128th Street. Found 1/4' cooper pin in concrete, incased, at PC on Marginal Way South. south of South 128th Street. Found 3' brass disc with punch, incased. at intersection of Marginal Way South and South 126th Street. o Cl) Q I of w o �r m 70' • ----/\/ g m • � m Im an Basis of Bearing: True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 01'05'08.81' counterclockwise was applied at a punch mark in 8 3' brass disc. in 4" x 4" concrete post, stamped 'KING COUNTY SURVEY JP DODD CO. Engineer' with corresponding section lines and number. The monument is the southwest corner of Section 10. Township 23 North. Range 5 East, of the Willamette Meridian. The North American Vertical Datum of 1988 (NAVD 88) grid coordinates were found to be 181711.235 / 1279868.892 at that point. The inverse of both the sea level correction factor of 0.999994960 and the grid scale factor of 1.000002111 was applied to the grid coordinates for shown ground distances. N89'36 02'E 1179.42' South 126th Street m 0 m Found 3" brass disc with "X ", incased. at intersection of Marginal Way South and South 130th Street. N 250.00' Calculated per Plat Legend: N89'36'02'E 230.00' Platted center line of 40th Ave. S. South 130th Street N89"36'02"E m Calculated Northeast corner Tract 45 Riverside interurban Tracts. Vol. 10. pg 74. 380.00' x Calculated per H.W. RUTHERFOAD Per ROS Vol.2. Pg.163 6 - Monument found. Visited Nov. 04, 2004 O - Calculated monument position (C) - Calculated (P) - Plat ( Riverside Interurban Tracts) 150.00' 20.00' R'15 4. 1 29'06 - L•33.80' 5j S8 .7 E \7 J 0 60 120 Scale: 1 " = 60' c entre 33701 9th Avenue South Federal Way. WA. 98003 Pointe (253) 061-1901 Surveying o0Ad 61 I Woods DATE May 11. 2006 SCALE NA mDLC1111af J Kieswetter MIME 52 AS 1°' 2594 #1111111■1•111 a 5i LINE CHORD BEARING ARC DELTA RADIUS LI N89'36'02'E 69.68' L2 N10'31'36'E 4 11' CI 935'00'06"E 15 89' 91'03'25' 10.00' L3 S80'31'48 "E 36 26' L4 S81'42'41"E 27 62' L5 S72'50'09 "E 37 08' L6 619'10'43'E 25.31' L7 S19'01'15 "E 48.83' L8 S18'24'40 "E 36 11' L9 S08'17'33'E 21.46' C2 616'50'48"E 2.99' 17'06'30' 10.00' LI0 625'24'03 "E 36.63' L11 500'16'18 "E 64.86' 19999 2 24.90' Found 3' brass disc with punch. incased. at intersection of Marginal Way South and South 126th Street. 30 60 SCALE: 1" = 30' LEGEND: f ound 1/2' mbar with lellow coo stMp00 NOMAD LS 13731" Mouse 20' / 0.9'S 0 2.111L foundation N89'36'02'6 b24.9U 400.00' South 126th Street Off• 4. - 3 rt3 La _ ? 6570 90. FT. --, m -- L - 5 .---- -......... c 4 ® fu P b P 01 ` "- �it ''h r0' 6260 Q 089'43'42"E I ■ \ " ® 0 ) m o 36.51' 4 � J e \ 6.41, / , ,, w m n .6.. \ .'4.0 \ T,% x I �� ° m 3 [3'42' Mryb \ �M• • N89 \ �' w _, W 31.46' '29' i \ 3tff,o! 2w \ X5.05' d \ p. 2 R pJ. \ / \i, \ w \ 4 J�F j \ � �. 5 S • /y� / `' 'a� .A// 4` mow. FT. 1 f E' o � 4.J3 \v (r e' o \ t lr>b . ' sssaL -'1 _ t 20' m I p \ 'T.? )'�'9 \ e' 6070 50. FT. 1• i J. !PV pipe ® ti w \ f.6'M may \ \ ■ \ • \ 1 6 w. m \ T m 1 'p\ e �� 1 $mr u• 1 6790 50. FT. 2 t FT / 60. g', 6 - - . ( � . 6320 ® / J / I ,may "0. Ns,/ / �1 ,) S / / 20' \ . 9. �� S! S...1-1).470. ss 7 . / 7 6 09 . 9. e • Monument found es noted. Visited November 4, 2005. \ • • Set e4 robot with yellow plastic cap steeped ' 22336/38965'. �[ Lot address. s .r! N89'36'0 'E 230.00' Found 1/2' ...bar with 1e11aw cap Lumped II TAO L6 13731' 0.9'5 N m J) 110.51 w'a 26 1.5 2a. 44, / 25 / 76650 FT. `'\ ri ♦ r ' 71 + % NN 1 5.3 e of x Calculated Northeas corner Tract 45 Riverside Tnterurban Tracts, Vol. 10. pg 74. 1" i on pipe .3'5 7 0.8'11 Iwoud fence post i ( (Gareae L- 1.5' iron pipe 1.7'w 53121'19"E b.e' 6 . k A aea � k Sa0' - in z CITY OF TUKWILA SHORT PLAT NO. N(Aes: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332 -130 -090. 2) Utilities other than those Shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed January 5. 2006. the date of this field survey. 1 4) Legal description provided by client. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpenpicular to property lines. 6) It is not the intent of this survey to show easements or reservations which may effect this site. Areas: Overall 62260 S0. FT. 1.429 Acres Tract A 8600 S0. FT. 0.197 Acres Tract 6 3130 50. FT. 0.072 Acres • I c en t re 37 91.6 Anomie South Feederal l Way, WA. 98003 Pointe (253) 681 -1901 Surveying OROry ST Woods 6207E May 11. 2006 SCAM NA °M7"' J Kieswetter moose SP 1 I 101 NO.: 2594 i SW -SW 10, T23N, R4E, WM 520113 RUN Pacific Engineering Design. LLC 4180 Lind Avenue SW Renton. Wa. 98055 -4973 KING COUNTY, WASHINGTON SHEET 3 OF 3 •■•••