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Home My WebLink AboutPermit L07-018 - CLOUSING CHRIS - FARNHAM SHORT PLATFARNUM SHORT PLAT 4OXXS 126 ST L07 -018 To: File L07 -018 From: Rebecca Fox Subj: Farnham Short Plat LAND DEVELOPMENT LAND DIVISION The Farnham short plat expired after its extension lapsed. The new owner, Viking Bank, requested a second extension until 1 /10 /11. Tukwila's codes have no provision for a second extension of a preliminary short plat. Viking Bank subsequently made a new application, L09- 059 — Nickerson Short Plat. This short plat is required to meet the same standards as the previous Farnham Short Plat. NOTICE OF DECISION (Revised) To: Jonathan Harkovich State Department of Ecology, SEPA Division Adjacent Properties PROJECT: Farnham Short Plat Environmental Review FILE NUMBERS: E07 -004 ASSOCIATED FILES: L07 -018 APPLICANT: Jonathan Harkovich REQUEST: Five lot short plat LOCATION: 12610 40 Avenue South, Tukwila, WA This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. This notice has been revised to include a 14 -day comment period. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The public is invited to comment on this DNS by submitting written comments no later than December 31, 2007 at the above address. The project planner is Rebecca Fox, who may be contacted at (206) 431 -3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). rf Page 1 of 1 FarnhamSEPA —E07- 004— revisedNOD. DOC 12/18/07 File Number: Applied: Issue Date: Status: Applicant: HARHOVICH, JONATHAN Description of Proposal: ENVIRONMENTAL REVIEW FOR FIVE LOT SHORT PLAT Location of Proposal: Address: Parcel Number: Section/Township/Range: The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by I Z/3 i / 12'7 . The lead agency will not act on this proposal for 14 days from the date below. Jack P : ce, ' esponsible Official City o, a 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwila. wa. us DETERMINATION OF NON - SIGNIFICANCE (DNS) E07 -004 03/16/2007 12/18/2007 APPROVED 12610 40 AV S TUICW 7340600661 SE 10 -23 -04 Lead Agency: City of Tukwila .- Jab Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) From: Rebecca Fox To: doug @vikingbank.com Date: 08/26/2009 4:06 PM Subject: Extension for Tukwila Short Plat # L07 -018 Dear Mr. Westmark: 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 Rebecca Fox - Extension for Tukwila Short Plat # L07 -018 Page 1 of 1 I am responding to the email that you sent to Jack Pace. Per Tukwila Municipal Code 17.12.040, there is no provision for providing a second extension for recording a short plat. Therefore, we are unable to comply with your request for an extension of the preliminary approval for short plat #L08 -018 until January 2, 2011. The short plat was originally approved on January 2, 2008, and has already received an extension until January 2, 2010. Only one extension of one year duration may be granted per Code. In order to continue the project, you must submit a new application with complete materials and an application fee of $2, 000. The new application will be subject to the regulations in effect at the time of application. If your new project is substantially the same as the current project and complete application materials are provided, staff review will be able to proceed as quickly as possible. Once review is complete, and preliminary approval is granted, you may apply for Public Works permits to construct infrastructure improvements. As before, the short plat shall be recorded within one year of the preliminary approval, with the option of a maximum of one extension. fi le: / /C:\ temp\ XPGrpWise \4A955D87tuk- mail6300 -po 100134633511 BB91 1 \GW } 00001.... 08/26/2009 r Rebecca Fox - Fwd: Farnham short plat file #107 -018 From: Jack Pace To: Brandon Miles Date: 08/24/2009 4:30 PM Subject: Fwd: Farnham short plat file #L07 -018 CC: Minnie Dhaliwal Attachments: Minnie Dhaliwal »> "Douglas M. Westmark" <doug @vikingbank.com> 08/24/2009 3:09 PM »> Jack, Page 1 of 1 Have you talk with him? Do you have issues with his request? Please prepare a response for my signature - Thank you Thanks again for your time this morning. As I mentioned Viking Bank has had to take over this project in place of the developer. The original developer, Davis & Robinson, is financially unable to continue. My name is Doug Westmark and I am a senior vice president for the bank and in charge of this type of problem loan. I can be reached by cell phone at 253 - 222 -2936 or at my office at 253 - 475 -0100. My e mail is dougw @vikingbank.com. My physical mailing address is at the Puyallup branch of Viking Bank, 13613 Meridian East, suite 160, Puyallup, WA 98373. My issue with the aforementioned short plat is one of timing. It is our intent to finish this short plat, however, I can only process through so much at a time a . - _ Lam running out of my window for construction. Under its current status the short plat will ex re 1/2/2010. My request is to extend one more year. In retur am proposing a cash set -aside guaranty in favor of the City of Tukwila to ensure completion. Under my supervision, Viking has worked with a number of municipalities to finish projects including, short plats, long plats, sfr construction, townhome and condo construction. We have worked recently with the City of Kent on a long plat with significant wetland mitigation and they have offered to provide a reference if necessary. We are a local bank and all make our homes locally. It is our intent to act responsibly within each municipality to achieve a project completion sufficient to meet the banks financial needs, as well as leave a project and local authority impressed with our commitment to doing things right. I have attached a opinion of probable construction costs as provided by Jerry Waldron, Professional Engineer, and reviewed by Baseline Engineering in Tacoma. Again, thank you for consideration and I look forward to working with you. Sincerely, Doug Westmark NOTE: This email and any attached files are confidential and intended solely for the intended recipient(s). If you are not the named recipient you should not read, distribute, copy or alter this email. Any views or opinions expressed in this email are those of the author and do not represent those of Viking Bank. Warning: Although precautions have been taken to make sure no viruses are present in this email, the company cannot accept responsibility for any loss or damage that arise from the use of this email or attachments. f; lsa • //r •\ fiArnr,VVP(It-rs1A/iec.\A A 0.4111PC1-111,_rn ; 1 '11111_,-.r.") IWO nnnni'nI \ (_UVi (limn l n4 /1 rulna Rebecca Fox - RE: Revised Easement Document (L07 -018) From: To: Date: Subject: CC: Attachments: David • • "Sarah Bartz" "'David McPherson ' 08/14/2009 11:09 AM RE: Revised Easement Document (L07 -018) "'Rebecca Fox" "'Rebecca Fox" • • Page 1 of 2 I have corrected the third paragraph of Lot 5 legals on both the sewer and storm easements. Should I go ahead and get client signatures on the easements or just send them in to you? A clean copy of the Right -of -way depiction map is attached. We are working on the sidewalk easement legals and depiction map, both will be sent over to you next week. Thank you. Sarah Bartz From: David McPherson [ mailto :dmcpherson @ci.tukwila.wa.us] Sent: Thursday, August 13, 2009 4:13 PM To: SarahB @baselinetacoma.com Cc: Rebecca Fox Subject: Re: Revised Easement Document (L07 -018) Sarah, (1) Your 'draft' water, sanitary sewer, and storm drainage easements all look good. However, Lot 5 legal description on both the sanitary sewer easement and the storm drainage easement, should be revised. Third paragraph of Lot 5 should be - THENCE S09 °36'25" WEST. (2) I will prepare the Right -of -Way Dedication and Excise Tax Affidavit. Legal Description you sent looks good. I will need a clean copy of the Right -of -Way depiction map, which will be part of the Right -of -Way Dedication document. (3) I will need a legal description(s) for the Public Sidewalk Easement along with a Depiction Map. At one point this was going to be part of the Right -of -Way Dedication. Thank you. David David H. McPherson Development Engineer Public Works Department City of Tukwila files• / /C• \tamr, \YP('rrnW;ca \dA 52 SdST1Ft„lr- ma;IA,2(10-nn1 (111 1Z1. 1151 1 1=2 RFP1 \CrWI(1M(11 nR /')S /')nfQ dmcpherson@ci.tukwila.wa.us 206 - 431 -2448 »> "Sarah Bartz" < sarahb @baselinetacoma.com> 08/12/2009 2:01 PM »> David Attached are the original comments from your June review of the Farnham SP easements, our revised easements and the legal description for the dedication area. We will be submitting the original easement documents with the final version of the map shortly. Please let me know if you need anything additional for the utility easements. Thank you. Sarah Bartz Land Planner/Project Manager BASELINE Engineering 253 -565 -4491 sarahb @baselinetacoma.com http://www.baselinetacoma.com Page 2 of 2 f1e•// C'•\ temn\ XPC' TrnWice\ 4AR545TlRt» k- mail6300- nn1 001 1463351 1BRFF1 \GTWth0001 ___ 0R/ 25/2009 Rebecca Fox - Farnham Short Plat From: "Sarah Bartz" To: Date: 04/28/2009 1:11 PM Subject: Farnham Short Plat Good morning Rebecca I just wanted to follow -up on my April 10th re- submittal of the Farnham Short Plat #L07 -018. Is there anything else you need from me at this time or should we just wait for all departments to review? Let me know. Thanks! • Sarah Bartz Land Planner/Project Manager BASELINE Engineering 253 -565 -4491 sarah selinetacoma.com http: / /www.baselinetacoma.com Page l of l f; 4. •\ tam„ \YP(:rr.IA/ \AOP7nn2ntnL_mn;1A.1nn_,,,.1 not 1A All 1 1 A 1A11 f:1111 nnnni nn 114 111111C) • Rebecca Fox - Farnham Short Plat From: "Sarah Bartz" To: Date: 12/15/2008 10:24 AM Subject: Farnham Short Plat Good afternoon Rebecca The updated contact information for the Tukwila Short Plat (previously known as the Farnham Short Plat) your File #L07 -018 is below: Owner /A_pplicant: Chris Clousing Vice President Viking Bank 5701 - 1st Ave S. Seattle, WA 98108 Direct: 206.658.4006 Main: 206.768.1088 Fax: 206.768.0898 Thank you! Sarah Bartz Land Planner/Project Manager BASELINE Engineering 253 -565 -4491 sarahb @baselinetacoma.coln http_ / /www.baselinetac_o_ma.com • Page 1 of 1 files•//('•\ tamn\ XPr; rnWica\ dQdA1f lA dt„ lr- mailr,2(1(1- nn1(1/1114A 12A2F1 \f x11M(1(11 1') /1 A. /')(1112 Sarah Bartz Land Planner/Project Manager Baseline Engineering Inc. 1910 64 Avenue West Tacoma, WA 98466 December 11, 2008 City of f Tukwd Re: Farnham Short Plat (File #L07 -018) Extension Request to January 2, 2010 Dear Ms. Bartz: We have received your letter requesting a one -year extension for the Farnham Short Plat Approval ( #L07 -018) from the current deadline of January 2, 2009 to January 2, 2010. The Short Subdivision Committee has considered your request, and will grant the one - year extension. You will have until January 2, 2010 to comply with all conditions of approval and record the short plat. No further extensions will be allowed. If you have any questions or would like to discuss this further, please contact Rebecca Fox, Senior Planner directly at 206 - 431 -3683 or via email rfox @ci.tukwila.wa.us . Sincerely, • Department of Community rs'evelopment Jack Pace, Director ack Pace Chair, Short Subdivision Committee Rf 12/11/2008 H:\Fargham Short Plat 1.07-018 \ Extension—to 1.2.2010 doc Jim Haggerton, Mayor 1 December 8, 2008 �I YJLIV� ENGINEERING, INCORPORATED Rebecca Fox, Planner City of Tukwila Department of Community Development 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 Re: Farnham Short Plat (File #L07 -018) One -Year Extension Request BASELINE Job #08 -053 Ms. Fox: RECEIVED DEC 10 2001 COMMUNiTY ENEVELOPNENT On behalf of the applicant, Viking Bank, we would like to formally request a one -year time extension for the Farnham Short Plat Approval ( #L07 -018). The Short Subdivision Committee approved the Farnham Short Plat with conditions on January 2, 2008. That approval carries an expiration date of January 2, 2009. At this time, the applicant is still working on compliance with the conditions of approval specifically the engineering design and approval. We request an extension of the application until January 2, 2010 in order to comply with all conditions of approval and record the short plat. If you have any questions or would like to discuss further, please give me a call at 253 -565- 4491. Thank you Sincerely, Sarah Bartz Land Planner /Project Manager SB:wp (08053 ExtensionLtr.doc) Cc: Chris Clousing, Viking Bank Land Planning & Use • Engineering • Surveying 1910 -64th Avenue West • Tacoma, WA 98466 • (253) 565 -4491 • Fax (253) 565 -8563 • Seattle (206) 824 -1205 "The industry starts here" January 2, 2008 Jonathan Harkovich 1201 Monster Road S.W., Suite #320 Renton, WA 98055 RE: Farnham Short Plat—File #L07 -018 Dear Mr. Harkovich: • City of Tukwila Department of Community Development Jack Pace, Director The Short Subdivision Committee has completed review of your short plat application (No. L07 -018), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Preliminary Approval Conditions As a condition of preliminary approval, the following shall be provided: Planning 1. The site contains Class 2 and 3 steep slopes. Indicate the slopes on all plans and resubmit. This shall include: • Cover sheet and site plan (1 of 6— Patrick Harron and Associates) • Erosion and sediment control plans (2 of 6— Patrick Harron and Associates) • Grading and drainage plan and profile (4 of 6— Patrick Harron and Associates) • Utility Plan (6 of 6— Patrick Harron and Associates) Rf 1 Q:\Famham Short Plat L07- 018\ Famham# L07 -018.shrtplt.PrelimApproval.doc Jim Haggerton, Mayor 01/02n008 2. You have indicated a 39' front yard building setback for Lot 1. Confirm that the future house will be oriented to 40 Avenue South. 3. Recalculate the total proposed impervious inventory to include all required sidewalks (and improvements to 41 Avenue South) per above (1 of 6— Patrick Harron and Associates). Is the total above or below 5, 000 sf? 4. Trees shall be retained to the greatest extent possible, including the 52' tree noted in future Lot 2. Trees that lie in steeply - sloping areas shall be subject to the tree preservation ordinance. Trees removed from slopes over 15% slopes shall be subject to the requirements of the "Tree Ordinance" (Tree Regulations, TMC 18.54). 5. The concrete foundations on Lots 4 and 5 shall be removed prior to final approval. Public Works • • Contact David McPherson, Development Engineer at 206 - 431 -2440 if you have questions regarding the following conditions. Prior to Final Short Plat, the following conditions shall be addressed for Public Works: 1. As stipulated by Water District #125, provide a Developer Extension Agreement to specify how water service will be provided to future residences. 2. If any road, including 41 Avenue South, is deficient, street improvements (curb, gutter, sidewalk) shall be required. Sidewalks are required along the full length of street frontage, including Lot #5. Easements shall be required if the sidewalk is on private property. Indicate on cover sheet. 3. The owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after the Community Development Director signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (See sample enclosed) 4. Verify Owner's name and type of ownership, to be used on signed and recorded documents. 5. Dedication of Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. Rf 2 n' \Farnham Short Plat L07 Famham#1 07 - 01R shrtnit PrelimAnnmval Inc 01/02/2008 • • 6. Street infrastructure within Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. 7. Revise Short Plat Map sheets 1 thru 3 of 3, per red -lined comments — see enclosed. 8. Provide note on final short plat map and civil plans: a. Short Plat Map -- " Project to comply with the Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated June 9, 2006 and subsequent geotechnical reports "; b. Civil Site Plans--" Project to comply with the Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated June 9, 2006 and subsequent geotechnical reports "; c. Civil Site Plans -- "Individual house foundation and draining system shall provide a specific geotechnical assessment with final design recommendations." 9. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. 10. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. a. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. b. Transportation Concurrency Test Fee applies to the future Public Works Permit. See City of Tukwila - Resolution No. 1627 — enclosed. c. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 11. Civil site plans shall be designed per City Of Tukwila standards, details, and. specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. An Rf 3 01/02/2008 O:\Famham Short Plat L07- 018\ Farnham #L07 -018.shrtolt.PrelimAoomval_doc infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. www.ci.tukwila.wa.us Fire Protection • • 12. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads /driveways, etc.) shall be submitted to Public Works for review and approval prior to final of Public Works infrastructure permit. Provide a draft copy of any private utility or other easement for review by Public Works as applicable. 1. A paved fire truck turn- around shall be required at the juncture of S. 126 Street and 41 Avenue South. See attached drawing for location and dimensions. If you have further questions, contact Battalion Chief Don Tomaso directly at 206- 575 -4404. 2. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 2. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (1/23/08). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or Rf 4 01/02/2008 O:\Famham Short Plat L07- 018\ Famham# L07- 018.shrtolt.PrelimAnnroval_doe • • anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final 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). All taxes and fees assessed against the property must be current prior to final approval Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by January 2, 2008, 2008, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila, 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. Rf 5 01/02/2008 Q:Wamham Short Plat L07 -018\ Farnham# L07 -018.shrtplt.PrelimApproval.doc In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Rebecca Fox. Sincerely, Jbk Pace Chair, Short Subdivision Committee Enclosure cc: Jim Morrow, Public W • • 'rector (please initial your approval) Nick Olivas, Fire Chief (p e initial your approval) Jonathan Harkovich, Own King County Assessor, Accounting Division Department of Ecology, SEPA Division Rf 6 12/13/2007 Q:\Famham Short Plat L07- 018\ Famham# L07- 018.shrtplt.PrelimAparoval.doc Davis &Kurth February 21, 2008 Jim Morrow, Director Public Works Department 6200 Southcenter,Boulevard Tukwila, WA 98188 Dear Mr. Morrow, As the applicant's representative, I am writing you this letter in response to the Farnham Short Plat conditional approval which was issued by the City's Short Subdivision Committee on January 2, 2008. More specifically, Public Works Department approval condition number 2, which I'm sure, is based on the Tukwila Municipal Code Title 11 requiring half street improvements to all deficient roadways that abut our short plat. The right -of -way in question (41 Ave.) was deeded to the County in the late 70s as a realigned County Road resulting from the SR 599 project. (See exhibit 1). Dave informs me the right -of -way was subsequently annexed to the City at a later date. The right -of -way currently serves as the driveway to one home located south of our project. Based on the topography of the area and the lack of an opportunity for roadway extension and connectivity to this section of right -of -way, I request some common sense and discretion be applied in this case regarding street improvement to 41st Avenue. If you or the short plat committee is worried about the impacts to 41 Avenue from Lot 5 of the short plat (See exhibit 2) accessing the roadway, we can eliminate the nexus between the project's impacts and 41st Avenue by revising the short plat layout so all lots will gain access from South 126th Street. (See exhibit 3). Again, please take a look at the enclosed information and apply some common sense in this case, and if you can, consider all the public improvements in the area that will be built by the applicant as one of the factors in your decision. Sincerely, DAVIS & RZH Enclosures ERIC S. PENNALA, AICP Planning Manager 1 ')r 1 AA, ne +cr D,4 C \A/ 4F'')!1 . Da. -. +r.n \A /A OQl1S7 RECEIVED FEB 2 5 2008 TUKWILA PUBLIC WORKS January 2, 2008 Jonathan Harkovich 1201 Monster Road S.W., Suite #320 Renton, WA 98055 RE: Farnham Short Plat—File #L07 -018 Dear Mr. Harkovich: The Short Subdivision Committee has completed review of your short plat application (No. L07 -018), and determined that it complies with all applicable City code requirements. The City SEPA Resptsible Official has previously determined that the project, as proposed, does not crate a probable significant environmental impact and issued a Determination of Non - Significance (DNS). This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Preliminary Approval Conditions As a condition of preliminary approval, the following shall be provided: Planning 1. The site contains Class 2 and 3 steep slopes. Indicate the slopes on all plans and resubmit. This shall include: • Cover sheet and site plan (1 of 6— Patrick Harron and Associates) • Erosion and sediment control plans (2 of 6— Patrick Harron and Associates) • Grading and drainage plan and profile (4 of 6— Patrick Harron and Associates) • Utility Plan (6 of 6— Patrick Harron and Associates) Rf 1 u ti, , ctinn Plat I (17 - OI R\ Farnham# L07- 0I8.shrtiIt.PrelimApproval.doc 05/14/2009 2. You have indicated a 39' front yard building setback for Lot 1. Confirm that the future house will be oriented to 40 Avenue South. 3. Recalculate the total proposed impervious inventory to include all required sidewalks (and improvements to 41 Avenue South) per above (1 of 6— Patrick Harron and Associates). Is the total above or below 5, 000 sf? 4. Trees shall be retained to the greatest extent possible, including the 52' tree noted in future Lot 2. Trees that lie in steeply - sloping areas shall be subject to the tree preservation ordinance. Trees removed from slopes over 15% slopes shall be subject to the requirements of the "Tree Ordinance" (Tree Regulations, TMC 18.54). 5. The concrete foundations on Lots 4 and 5 shall be removed prior to final approval. Public Works Contact David McPherson, Development Engineer at 206 - 431- 244if you have questions regarding the following conditions. Prior to Final Short Plat, the following conditions shall be addressed for Public Works: 1. As stipulated by Water District #125, provide a Developer Extension Agreement to specify how water service will be provided to future residences. 2. If any road, including 41 Avenue South, is deficient, street improvements (curb, gutter, sidewalk) shall be required. Sidewalks are required along the full length of street frontage, including Lot #5. Easements shall be required if the sidewalk is on private property. Indicate on cover sheet. 3. The owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after the Community Development Director signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (See sample enclosed) 4. Verify Owner's name and type of ownership, to be used on signed and recorded documents. 5. Dedication of Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. Rf 2 05/14/2009 H:\Farnham Short Plat L07- 018\ Famham# L07- 0I8.shrtph.PrelimApproval.doc 6. Street infrastructure within Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. 7. Revise Short Plat Map sheets 1 thru 3 of 3, per red -lined comments — see �? enclosed. 8. Provide note on final short plat map and civil plans: a. Short Plat Map -- " Project to comply with the Geotechnical Engineering Report, by'Cornerstone Geotechnical, Inc., dated June 9, 2006 and subsequent geotechnical reports "; b. Civil Site Plans - -" Project to comply with the Geotechnical Engineering Report, by Cornerstone Geotechnical, Inc., dated June 9, 2006 and subsequent geotechnical reports "; c. Civil Site Plans -- "Individual house foundation and draining system shall provide a specific geotechnical assessment with final design recommendations." 9. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. 10. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. a. Transportation Impact Fee applies to the future Building Permit(s). See I d 14.1 Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. � i l ad -1 b. Transportation Concurrency Test Fee applies to the future Public Works kAA Permit. - See City of Tukwila - Resolution No. 1627 — enclosed. c. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 11. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. An Rf 3 05/14/2009 H_ \Famham Short Plat 1.07-01R \ Famhamill 117-(11 R chro,It PrrlimAnnrnval firsr Ciir r ,tI _ 13,0 Inv t Fire Protection infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. www.ci.tukwila.wa.us 12. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads /driveways, etc.) shall be submitted to Public Works for review and approval prior to final of Public Works infrastructure permit. Provide a draft copy of any private utility or other easement for review by Public Works as applicable. 1. A paved fire truck turn- around shall be required at the juncture of S. 126 Street and 41 Avenue South. See attached drawing for location and dimensions. If you have further questions, contact Battalion Chief Don Tomaso directly at 206- 575 -4404. 2. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 2. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (1/23/08). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or Rf 4 05/14/2009 H: \Famham Short Plat L07- 0181Farnham#L07 -0I 8.shrtplt.PrelimApproval.doc • 5. Appeal fee Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final 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). All taxes and fees assessed against the property must be current prior to final approval Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration 3. Recording anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. The final approved short plat must be filed with the King County Department of Records by January 2, 2009, 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. The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila, 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. Rf 5 u• \F�...{.�.., C6..w Dint I Al N O1 C......L......Jir Al Al O ..L.J_I. O__l:.v 05/14/2009 In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Rebecca Fox. Sincerely, Jack Pace Chair, Short Subdivision Committee Enclosure cc: Jim Morrow, Public Works Director (please initial your approval) Nick Olivas, Fire Chief (please initial your approval) Jonathan Harkovich, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division Rf 6 05/14/2009 H:1Famham Short Plat L07- 0181 Farnham# L07- 018.shrtplt.PrelimApproval.doc SNGNATURt° • L07 -018 • SAME AS C01poSSINTID: - TIRE MY APPOINTMENT CONIES: 0 THE NORTH 13250 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF ICING COUNTY, EXCEPT THAT PORTION THEREOF, CONDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 647372 EXCEPT THE SOUTH 75.50 FEET OF THE WEST 119.00 FEET THEREOF. (BEING REVISED PARCEL B. BOUNDARY UNE ADJUSTMENT NUMBER LOS-074, RECORDED UNDER KING COUNTY RECORDING NO.20090219900004) .. LEGAL DESCRIPTIONS (N THIS HORT PLAT 'NUMBER ECLARATION 2W. ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN MUSED DO HEREBY MAKE A SHORT SUSDERSION THEREOF PURSUANT TO ROAN 58.17580 AND ACKNOWLEDGE THAT 0 SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF XRD, W[TNOUT THE HUNG OFA FINAL PLAT.. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE - IPNIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONS OITAND N ORDANCE WITH THE DESIRE OF THE OWNHt(S): •' ": RTNE88 MMETtEGF WE HAVE SET OUR HANDS AND SEALS. KER9ON STREET ASSOCIATES, LTC IS CLOUBING,11ANAGING MEMBER CKNOWLEDGMENTS ATE OF WASHINGTON.. WRY OFPING • _ THE DAY PERSONALLY APPEARED BEFORE ME • NE KNOWN TO BE TIE SIDIVIKFAL WHO EXECUTED MEY RTHIN AND FOREGOING INSTRUMENT AND INOWLEDQED THAT HEJBIIIE SIGNED THE SAME AS.HSRIER VOLUNTARY ACT AND DEED FOR THE E S AND PURPOSES T H I E R E N IEt(TIONED.. EN UNDER MT HAND AND OFFC AL SEAL INS DAY OF ID SURVEYOR'S CERTIFICATE ELL C. FERGUSON, REGISTERED AS A LAND SURVEYOR MIRE STATE OF WASHINGTON, CERTIFY MN PLAT IS BASED OMAN ACTUAL SURVEYDF THE LAND DESCRIBED HEREIN; CONDUCTED BY UNDER MY BUPERVBOII MATTNE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON -... iCTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND • Mf'TF11 [1B171JC M. tT LL C. FERGUSON, PLS 22956 :. THE WEST 118.00 FEET OF THE NORTH 13250 FEET OF TRACT45, RIVERSIDE. ' INTERURBAN TRACTS, ACCORDING TO THE. PLAT THEREOF RECORDED IN VOLUME 10 OF PLATE, PAGE 74, RECORDS OF ICING COUNTY, WASHNGTON,. • EXCEPT THE SOUTH 75.50 FEET THEREOF, AND CEPT THAT PORTION DEDICATED TO THE CRY OF TUKWILA BY INSTRUMENT :. ' RECORDED UNDER KING COUNTY RECORDING NO: . THE EAST 5220 FEET OF THE WEST111030 FEET OF THE NORTH 13250 FEET OF TRACT 45, RIVERSIDE INTERURBAN• TRACTS, ACCORDING TO THE NAT THEREOF . RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, . LOT 3 .' • . TIE EAST 1220 FEET OF THE WEST 242.40 FEET OF -THE NORTH 132.50 FEET OF • -TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TIE PLAT THEREOF RECORDED N VOLUME 10 OF PLATS, PAGE74, RECORDS OF KING COUNTY, -; - • LOTS THENORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS,: • ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE :.74, RECORDS OF KIN -1 COUNTY, WASHINGTON; EXCEPT THE WEST 242.40 FEET THEREOF, AND - > >�A.•:,+.� - sA..ss ' EXCEPT THAY PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED UNE BEGINNING AT A POSIT ON THE NORTH UNE OF SAID TRACT 45 WHICH IS sari 719 A DISTANCE OF 292.40 FEET FROM THE NORTHWEST CORNER THENCE'S0C'42'2YW A DISTANCE OF 100.00 FEET THENCE SO9'36'25 -W A DISTANCE OF 32.00 FEET TO THE SOUTH LINE OF SAID NORTH 13250 FEET OF TRACT 45 AND . THE TERMINUS OF THE HEREIN DESCRIBED THE NORTH 13250 FEET OF THAT PORTION DETRACT RIVER910E INTERURBAN =. . TRACTS, ACCORDING TOME PLATTHEREOF'RECORDED IN VOLUME 10 OF. PLATS, . PAGE 74, RECORDS OF TONG COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF ' '41ST AVE SE. AS CONDEMNED BY THE' STATE OF WASHINGTON UNDENRN° _ : COUNTY SUPERIOR COURT CAUSE NO; 647372, AND 'INCEPT THAT PORTION LYING WESTERLY OF THE FOLLOWING DESCRIBED UNE: BEGORBHO AT A POINT ON THE NORTH UNE OF SAID TRACT 45 WHICH IS S9rITSME A DISTANCE OF 292.40 FEET FROM THE NORTHWEST CORNER THEREOF THENCE S00'422114 A DISTANCE OF 100.00 FEET THENCE SCITIE2 "W A DISTANCE OF 3290 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT4S AND THE TERMINUS OF THE HEREIN DESCRIBED MADE It SUFFICIENT AMC THAT THERE ARE NO - DELINQUENT SPECIAL AS - COLLECTION; AND THAT HEREIN DEDICATED AS St KING COUNTY TREASURE KING COUNTY ASSESSOR' EXAMINED AND APPROVE • DAY OF • KING COUNTY ASSESSOR PARCEL NUYBER(S) TUINSLA SHORT SUBD VE REVLEIVED AND APPROVE! FOR FINING THIS - - DAY I CHAIRPERSON, SHORTSU VICINi St-Al F 1 April 10, 2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Jonathan Harkevich 1201 Monster Road SW, Suite #320 Renton, WA 98057 RE: Proposed Short Plat L07 -018 Dear Mr. Harkevich: • NOTICE OF INCOMPLETE APPLICATION Your application for a short plat located at 40XX S. 126 Street, Tukwila, WA has been found to be incomplete. The Complete Application Checklist that you submitted is enclosed for your reference. The items that are needed are highlighted. In order to complete the application, the following must be submitted to the permit center: a. PUBLIC NOTICE MATERIALS: Provide public notice materials are required. Refer to Complete Application Checklist and the Public Notice Sign Specifications Handout 1. Payment of $365 notice board fee to Fast Signs Tukwila or provide 4' x 4' notice board within 14 days of the Department determining that a complete application has been received 2. Payment of $100 mailing label fee or provide one set of mailing labels for all property owners and tenants within 500 fee of the subject property 3. If providing own labels, indicate on a King County Assessors map the location of each property within 500 feet of each property on the subject lot . The property contains environmentally sensitive areas (stream and slopes). Prepare and provide two copies of sensitive area studies (watercourse and geotechnical reports) per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (on -line at www.ci .tukwila.wa.us /dcd/dcdplan.hrm) for additional information . Rf 1 04/12/2007 Q: \Farnham Short Plat L07- 018 \Famhamincompleteapp.doc 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • b. PROJECT DESCRIPTION AND ANALYSIS 1. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. c. PLAT SURVEY You have provided a plat survey from a boundary line adjustment. Prepare a plat survey specific to this Short Subdivision application. Refer to the complete application checklist. Per the complete application checklist, it shall include the following: 1. The plat survey must include the name of the plat, graphic scale, space for City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.04.060. This shall be stamped by a surveyor. 2. Legal description of existing (and proposed) lots 3. All applicable certificates and approvals 4. Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed 5. Lot and block numbers beginning with the number (1) and numbered consecutively without omission or duplication 6. Dash in required setback distances from all parcel lot lines 7. Location of all existing and proposed public street rights -of -way and private access easments 8. Total lot or parcel sizes and average width of each proposed lot (min. 50 ft. for residential) 9. Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements 10. Vicinity map with site location, does not have to be to scale. d. LANDSCAPE PLAN 1. Landscape plan must include at least one tree in the front yard of each lot. 2. Show all existing trees to be retained and any tree protection measures required. e. SENSITIVE AREAS PLAN 1. Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopesVv_er . 415 °To')For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e. 100 yr. flood). Maximum sheet size 24" x 36 ". 2. Show all required sensitive area buffers, setbacks, tracts and protection measures 3. Show1al1 sigriificantt trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. 4. Show any proposed lot tract lines. Rf 2 04/12/2007 Q:\Farnham Short Plat L07- 018 \Famhamincompleteapp.doc • • f. CIVIL PLANS 1. On Sheet 1 of 6 (Cover Sheet and Site Plan, prepared by Patrick Harron & Associates) please indicate the correct sizes of the proposed lots. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Tukwila Municipal Code Section 18.104.070(E). If you have any questions about this request, please contact me at 206 - 431 -3683 or via email at rfox@ci.tukwila.wa.us Sincerely, Rebecca Fox Senior Planner Enc. /2clec Rf 3 04/12/2007 Q: \Farnham Short Plat L07- 018\Famhamincompleteapp.doc GARY SCHUETZ , ATTORNEY 1900 S PUGET DR #208 RENTON, WA 98055 Attention: MARGE OLD REPUBLIC TITLE, LTD. 4114 198th Street SW, Suite 4 • Lynnwood, WA • 98036 • (425) 776-1970 • Fax: (425) 776-5710 Attached Commitment Issued for the sole use of: RECEIVED Our Order Number 5207601041 MAR 1 6 2007 When Replying Please Contact: COMMUNITY DEVELOPMENT Unit 1 Bernice Sudderth or Stephanie Dvorak Direct line: (425) 776-4305 Fax: (425) 776-3350 Se AdeheW - ' OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 4 4 * 4, * 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse daim 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 wilting, 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 or 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, and the Conditions and Stipulations, and the Exclusions from Coverage 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 action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. IN.WITNESS WHEREOF ,,.01d,Republic,lsational Title Insurance Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the'date shown in Schedule A, to be valid when countersigned by a validating officer or other authorized signatory. Issued through the office of; Old Republic Title, cL�t. Ad c o.S.Yw'T1� r .. X tgarA- t'�j.YY,�J'u Lynnwood, WA 98036 ' Authorized Officer or Agent ORTIC 1613 (9- 19 -74) Coi__mitment to Insure ALTA Commitment —1966 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, herein called the Company, for a 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 therefor; 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 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. CONDITIONS AND STIPULATIONS 1. The term "mortgage ", when used herein, shall include deed of trust, trust deed, or other security instrument. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Corporation 40Q..se and Ave ue South,,,Minneapolis, f innesota 5540 , _ , • 9 By Attest T(F President Secretary Page 1 of 7 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE A See Legal'Description Exhibit. Corr. fitment Order Number 5207601041 1. Effective Date: February 16, 2006, at 8:00 AM 2. Policy (or Policies) to be issued: ALTA Owner's Amount: $754,000.00 Premium: $1,600.00 Tax: $142.40 Rate: Short Term Note: Standard Coverage Proposed Insured: DAVIS CONSULTING INC., a Washington Corporation ALTA Lender's Amount: Amount to come. Rate: Simultaneous Note: Extended Coverage Proposed Insured: To be determined 3. The estate or interest in the land described or referred to in this Commitment and covered herein is a Fee. and title thereto is at the effective date here vested in: BUILD AND DESIGN GROUP, INC., whose.true nan e1 `BUILD DESIGN - GROUP, INC: a VVashlndton� Corporation - toin this C om descr bed as follows: __ Y, °= 4 Y THIS COMMITMENT VALID ONLY IF COVER AND SCHEDULE B ARE ATTACHED. Page 2 of 7 Pages ORTIC 1614 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Scheaule B — Section 1 The following are the requirements to be complied with: REQUIREMENTS 1. Pay us the premiums, fees and charges for the policy. 4. Release(s) or Reconveyance(s) of appropriate items. Order Number: 5207601041 A. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. 2. Documents satisfactory to us creating the interest in the land and /or the mortgage to be insured must be signed, delivered, and recorded. 3. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. 5. If any document in the completion of this transaction is to be executed by an attorney -in- fact, the completed Power of Attorney form should be submitted for review prior to closing. 6. Any claim of lien for services, labor or material arising from an improvement or work under construction or completed at the date hereof. _..: ..A written. statement shout• ' b subrraitted s�to whether-. or- not:any work has' been. performed _within 90 days ofclosing.: � :� ... _ . . 7. NOTE: Notify us when the foundation forms are in place so that we may inspect. We will issue a Supplemental after the inspection. ,�� sa�lr�datigt�s�o the p s ge l ael eer AT. ce far 5.,yeat: §7.4nore o�ess; f further work is peifiormedpnor to closing; we °wlll,'upon notification; reinspect the premises. Page 3 of 7 Pages ORTIC 1616 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Schedule B — Section 2 EXCEPTIONS Order Number: 5207601041 Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 1. Encroachments, or questions of location, boundary and /or area which an accurate survey may disclose. 2. Easements or claims of easements not disclosed by the public records. 3. Rights or claims of parties in possession not disclosed by the public records. 4. Any lien or right to lien for services, material, labor, and /or contributions to an employee benefit fund or State Workers' Compensation that is not disclosed by the public records. 5. Exceptions and reservations in United States patents, Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements and equitable servitudes. Water - rights tlairris%iiftitle'tOk ' '= - ' - 6. Any service, installation or general connection charges for sewer, water, electricity, telephone, gas and /or garbage removal. ,s � .��_'` - .?�.� -.' t •r y... -vs _ �e.� :...,i.. �_ � � -r `C��7 "� `r_ ..�.: �iiG � �eaa -.. � t; ,� n` ^y ^`•s'°��_, c r. .. 7 t+ i. °-', ,.,: v: .:•'�' �l '^ v K: =._..� — .+eta..:'. - w.`.� ..� � �. �.�- ..: e +� } �X' "�[� - �F .. :X ' . '3'•i.'St - . R, .tDMa' -#.t4 r :4A �dFY xb?JV..0 5 General taxes not now payab e; special assessments and /or special levies, if any, that are not disclosed by the public records. Page 4 of 7 Pages ORTIC 1618 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 8. Lien of Real Estate Excise Sale Tax upon any sale of said premises, as established by the Washington State Department of Revenue. NOTE: As of the date of this commitment, the current Excise Tax Rate is: 0.0178. Confirm the current rate by contacting the following prior to closing: Name of Agency King County Records and Election Division, Excise Tax Department Telephone Number (206) 296 -1843 9. Liability for taxes and /or assessments on omitted improvements, if any, due to the disparity between the assessed value of the premises and the sales price. 10. GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENT; 1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1: ORTIC 1618 Year 2006 Amount Billed $889.62 Amount Paid $0.00 Parcel No. • 734060 - 0661 -01 Levy Code 2413 Assessed Valuation Land : $68,000.00 Improvements • $0.00 Said matters affect said Parcel A 11. GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENT; 1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1: Year 2006 Amount Billed $824.97 Amount Paid $0.00 P yr' p+"'�- .5e't�'4 T'O. . Ti arcel.l�o.. : - � °� - 34060:066Z = 00 . -_ Levy Code • 2413 Assessed Valuation • Said matters .affect_sald Par�eel _ � -; . _ .- __, . -- • • Page 5 of 7 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY F. 12. Deed of Trust to secure an indebtedness of the amount stated below and any other amounts payable under the terms thereof, Amount Trustor /Borrower Trustee Beneficiary/Lender Dated Recorded 13. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following ORTIC 1618 Instrument Reserved By For Recorded Granted To For Recorded Affects Granted To For • R ecorded $500,000.00 Build & Design Group, Inc., a Washington Corporation Gary P. Schuetz, Attorney at Law Morton Roberts and Fannie Roberts, husband and wife, Trustees of The Morton and Fannie Roberts Trust August 15, 2003 August 20, 2003 in Official Records under Recording Number 20030820002128 Said matters affect said premises and other lands Any Unrecorded Easements Vacation Ordinances Utilities in Official Records under Recording Number N/A 14. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Pacific Northwest Bell Telephone Company Communication lines, together with access and maintenance rights October 19, 1978 in Official Records under Recording Number 7810190739 Portion of vacated South 126th Street Refer to the record for full particulars. 15. r •' ° .An easementffediingt1 at portion of sald1and and'for:thi- purposes stated herein and incidental purposes as.provided in the - following - : _ _ City of Seattle Transmission and distribution line, together with access and . � ":R i f 4 °�w i ®ffi igtEt s9it Em eritecordirig` N ber . 7905111015 .._ - �' — Affeas' " A p n f vac' at dSouth 126th Street a Refer to the record for ful p rticulars - Page 6 of 7 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY - .. -^w - i r -. . a. =a% .... tip- ::. -- 16. Agreement for Construction of a system for collection and treatment of sanitary sewage together with charges for future users Executed By . • Keystar, Inc. and Between • ▪ Val Vue Sewer District On the terms, covenants and conditions contained therein, Dated • ▪ February 15, 2000 Recorded • ▪ March 1, 2000 in Official Records under Recording Number 20000301001693 17. Judgment and /or Order, as follows: For In Favor of Case No Recorded rob /BA Said matters affect said Parcel B 18. Matters as contained or referred to in an instrument, Condemnation of Access of State Highway and of light, view and air State of Washington 647372 in Official Records under Recording Number N/A Entitled : Record of Survey Recorded : October 9, 1984 in Official Records under Recording Number 8410099010 19. Terms and provisions as contained in an instrument, Entitled • • Ordinance No. 1138 of The City of Tukwila Recorded • ▪ February 21, 1980 in Official Records under Recording Number 8002210461 Informational Notes toff -r: this�re orl or co itmen --,dotismattl4ffiWiRtilm.f4-•• 7'. B. NOTE : We find, no pertinent,matte.rs_of .against the name(s) :of : Davis Consulting, Inc., a Washington Corporation Page 7 of 7 Pages ORTIC 1618 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY LEGAL DESCRIPTION EXHIBIT ORDER NO. : 5207601041 The land referred to is situated in the County of King, City of Fall City, State of Washington, and is described as follows: PARCEL A: The West 200 feet of the North 132.5 feet of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, records of King County, Washington; TOGETHER WITH that portion of vacated South 126 Street adjoining which would attach by operation of law. SITUATE in the County of King, State of Washington. PARCEL B: The North 132.5 feet of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, records of King County, Washington; EXCEPT the West 200 feet thereof; AND EXCEPT that portion thereof condemned for State Highway under King County Superior Court Cause No. 647372; TOGETHER WITH that portion of vacated South 126 Street adjoining which would attach by operation of law. SITUATE in the County of King, State of Washington. ABBREVIATED LEGAL L . +O.a -,cam f+Y d_'+..,,�i,�, - � iF- ^� - '"t�' �..�•� Portion of Tract 45, RIVERSIDE-INTERURBAN-TRACTS Tax Account No. : 734060 - 0662 -00 734060 - 0661 -01 PARCEL A: EXHIBIT A ORDER NO.: 5207601041 The land referred to is situated in the County of King, City of Fall City, State of Washington, and is described as follows: The West 200 feet of the North 132.5 feet of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, records of King County, Washington; TOGETHER WITH that portion of vacated South 126 Street adjoining which would attach by operation of law. SITUATE in the County of King, State of Washington. PARCEL B: The North 132.5 feet of Tract 45, RIVERSIDE INTERURBAN TRACTS, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, records of King County, Washington; EXCEPT the West 200 feet thereof; AND EXCEPT that portion thereof condemned for State Highway under King County Superior Court Cause No. 647372; TOGETHER WITH that portion of vacated South 126 Street adjoining which would attach by operation of law. SITUATE in the County of King, State of Washington. ABBREVIATED LEGAL Portion of Tract 45, RIVERSIDE - INTERURBAN. TRACTS Tax Account No. : 734060- 0662 -00 734060 - 0661 -01 - sr.rar ea.4 f•L • p 44 0. 41b ^ �} 'a ' "`/• ¢JS �"` '.8;,. • ?n e' = P' •'•`�Pr my "•fr .S- .... :.' `•::.fa4?tCF &+ :...- ...-.r .G•d �- '-+r - ... '-' .Y.=1- • -.... ... --_. . Exhibit A AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10- 17 -92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNERS POLICY (10- 17 -92) EXCLUSIONS FROM COVERAGE The following matters are expressly exduded 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 govemmental 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 govemmental 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 exerdse thereof has been recorded in the public records at Date of Policy, but not exduding 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 daims or other matters: (a) created, suffered, assumed or agreed to by the insured daimant;. (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured daimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured daimant 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 laws, 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) y of such recordation to impart notice to purchaser for value or a judgment or lien creditor. - -_ • a-y ._ s- . - . -. rr�'? •---� a. '50,..44, - - •? r `�L`°" �...a ,*--± -+. ?- .- - • - - The above policy forms may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exdusions from Coverage, the Exceptions from Coverage in a Standard Coverage Policy will also include" the'following General Instructions: • -4i _ - -.c a ., -� ►: = 41 str',�:. .. ` - -. =.f• +i Exhibit A 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 (induding 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; (ill) 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 excuded 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 exerdse 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. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY(10- 17 -92) AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY (10- 17 -92) EXCLUSIONS FROM COVERAGE (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 disdosed in writing to the Company by the insured daimant 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 to the extent insurance is afforded herein as to assessments for street improvements under construction or completed at 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 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 daim of priority of any statutory lien for services, labor or materials over the Tien 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. oras obligated advanc ;•;}•_ ..7.,:s-'4?" ; .. - .., 7. Any daim, 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 ii the subordination of the_.interest of the insured mortga.ee,as a resul of e ap' "7::k ecinsurrggbeingJeem d esin er• �a• • lication of the doctrine of equitable subordination; or_._ FAY lea. •9.wP . . prefer�n al transfer except where a preferential „IL) no: fhe"rancbon creating; transfer �resulttsfrom a failure: (a) to timely record the instrument of transfer, or :J.- 'yam rZ.ar (b) of such recordation to Impart notice to a purchaser for value or a judgment or lien creditor. The above policy forms may be issued to afford either Standard Coverage or Extended Coverage. er,res d.. • 1— V10,1-,',.44 electronic, persona1'in OLD REPUBLIC TITLE, LTD. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm - Leach - Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of OLD REPUBLIC TITLE, LTD. We may collect nonpublic personal information about you from the following sources: Information we receive from you such as on applications or other forms. Information about your transactions we secure from our files, or from [our affiliates or] others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non - financial companies such as envelope stuffers and other fulfillment service ro `vid'ers:`" .,.��,;z� • L f : . WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. ORT 287 -C 5/07/01 e c, twong i o iia gnationeab° you to- osQxemple. vu oWriee fi ° o "6 -4,, — WPM �.ervices t you , e � for"iWati?i?i -.. . -�._ - - p ° aintam physiea,, and procedural safeguards that comply with federal regulations to guard your nonpublic S 126TH ST 400 6 5 00 0 !An. • I • 64904#s 0664 ' ' . 4 4 904 0 22339#s ii061#s 22875#s • 25`,300#s S 128TH ST 400 :C1 z 0 cigl gin I rn w zi I Ii MI d r CAB tab KRA A/I3, "b6 -022 2 of 3 3O' h S.E. 1/4, S.W. 1 4, SECTION 10, TWP. 23 N. 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Q • t / \ , r c\ • t a A4' ` e 01111011 \ 010 CISMITIKK i S 3flN3AV H.LOIr aaivovn micYt .rme+h-a•-•O•fro.••■ .11S+10 .1 21' (COMM CONN 111117 4 - Min sN \ \ I \ ' ` \ \ \ � �\ \ F A t 2NUM .F.ARCELS). ■• / tc` 0 \ \ \\ \\ ° � �l \ �' \� i t t t rl I \_ \ \ \s --____,,,__,....`z----:-..-„--, \i \ I / I ` \ it /� I \ _ s — :i` ( I 1 1 �,, '•Q, � / � � I' 1::,......3 • t � }• i � ' - - S.-- I -- 000mn -r \ I \ �T ,� lRn �» es"a a O . o si ° I , ?, -.._�_ 1WR.. E P\ d.. RI�r�F et 3 . 11410, ' 'fir' ' 4 !• . � I 3 � • • ,," CALL 48 HOURS BEFORE YOU DIG 800 -424 -5555 :C1 z 0 cigl gin I rn w zi I Ii MI d r CAB tab KRA A/I3, "b6 -022 2 of 3 MAY. 25. 2006 12:11AM fe * OLD REPUBLIC axt TITLE, LTD. * 4114 -198 Street SW, Suite 4 Lynnwood, WA 98036 425 - 776 -4305 Fax: 425-776-3350 O;5 TtSTiebe44 ( Ra From: Stephanie Dvorak— Title Officer Fax: (4 oc2p Contact: 425 - 776 -4305 sdvorak@ortc.com Phones Data Pages: fittAii-e-Ko\-uS a Comments: CC; NO. 1314 .t ::'�- : 7a,• _ � '` ,.-. �...�. -"�'Y"e�-3�� vr+4,� ^��.dhs�� ".�c sS'. '..� i$R'�'ti`.:•e1�- = .- :. . � .. _ .. P ' ; �..; Still th_ e Ali hest Rated nitre usurer in th Nations" Ratings are as of the published date, 1/30103, and are obtained from published sources. Reviews conducted by the fisted rating agencies may result in rating changes subsequent to the listed date. Contact agencies directly to obtain current desianatione Fax COVER SHEET Please deliver this fax to the above addressee. If you did not receive all of the pages, please call me at the number above. CONFIDENTIALITY NOTE The information contained in this facsimile message is legally privileged and confidential information intended only for the use of the individual or entity named. if the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this facsimile is strictly prohibited. if you have received this facsimile in error, please immediately notify us by telephone and return the original message to us at the sddresashowhvis�' e.0 its Le. - _ ' Standard & Pd6r''s AA- AA- . . Al — •Demotech . A" . Lynnwood Seattle Kent Everett 4114199" Street SW, #4 2201 6" Avenue, # 1110 24909104" Ave. SE, # 200 2910 Colby Ave, # 100 Lynnwood, WA 98036 Seattle, WA 98121 Kent, WA 98030 Everett, WA 9201 North gate 425-776-1970 206- 264 -1055 253. 813-9394 425- 258 -5050 9 Bellevue B uries Federal Way Issaquah '~gate Way, # 105 11040 Main Street, # 280 216 SW 156" Street, # 1-A 33440 First Way S, # 100 1055 NW Maple Street, #203 .e, WA 98133 Bellevue, WA 88004 Burlen, WA 98168 Federal Way, WA 98003 Issaquah, WA 98027 z06.30B-1200 A-1c cn, .ra. nne G 4 cnn MAY. 25. 2006 12:17AM � � `. OLD REPUBLIC � At TITLE, LTD. h.* OLD REPUBLIC TITLE, LTD. ATTACHED ARE COURTESY COPIES OF DOCUMENTS FROM PRELIMINARY COMMITMENT 5207044063 COVENANTS AND RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN ARE DELETED UNLESS AND ONLY TO TFIE 3607 F EXTENT E UN TED STATES CODE OR (b) RELATES TO HANDICAP BUT DOES NOT SECTION DISCRIMINATE AGAINST HANDICAPPED PERSONS. • y +``'- "_siw., y +.. m-- ra _>- - t• -QSYCx T� +, '_9F.i+E�Sv�Rv= ' ^ s _ •• s 411a 98th Street-SW'1Cynnwood, WA.95036 (425 776 -1970 FAX ?(425 71 710 � =� ",` -�: • .. • • • .. • - ... • _ .:- •-.1 6s a . ..__ _ w_ •_ • J NO. 1314 P. 2 MAY. 25. 2006 12:17AM I Return To • 20021220001822 Build and Design Group, Inc P O Box 906 Fall City, WA 98024 TRUSTEE'S DEED - 1 j 20021220001822 OLD REPUBLIC 21 00 PAGE /20 1 1 0 339 NtND COUN , IJA E1929021 12/20/2002 11 00 , X$G COUNTY, lIA GM 1® 00 NO. 1314 P. 3 PAGE 001 OF 002 Document Title(s) Trustee's Deed Reference numbers of related documents DOT: 19991230002179 Grantor(s) A & F Trustee Services, Inc. Grantee Build and Design Group, Inc. Legal Description Lot 5, Block 1., Squire's Replat of part of Tract 33, Riverside Interurban Tracts, Vol. 20, pg. 100 Assessor's Property Tax Parcel Account Number(s) 794520- 0020 -05 1220001822.001 TRUSTEE'S DEED THE GRANTOR, A & F Trustee Services, Inc , as present Trustee under that Deed of Trust, as hereinafter particularly described, in consideration of the premises and payment recited below, hereby grants and conveys, without warranty, to Build and Design Group, Inc , grantee, that real property, situated in the County of King, State of Washington, • - descr ,_ • Lot 5, Block 1, Squire's Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 20 of Plats, page(s) 100, in King County, Washmgton, TOGETHER WITH those portions of vacated South _ T y opera ld to tion of - _ _�.. ird " rife =� T ' - � `f1 A ' • plec ed'ttus docume reco es a custo RECITALS _ pLQ s�EPUBLIC TITLELTO. 4 '�' � Gdir syandatetc ps 0 '� .. l n liability for the accuracy or validity oi•tbe document e • 1 This Conveyance is b d that certain Deed of Trust between Keystat, Inc f , as sale, conferred upon said Trustee by y to Washington Title Company, as Trustee, and Towne Bank, now known as Banner Bank, as MAY. 25. 2006 12:18AM Beneficiary, dated December 30, 1999, recorded December 30, 1999 under Auditor's File No 19991230002179, records of King County, Washington 2 Said Deed of Trust was executed to secure, together with other undertakings, the payment of a promissory note(s) m the sum of $130,000 00 with interest thereon, according to the terms thereof, in favor of Towne Bank, now known as Banner Bank, and to secure any other sums of money which might become due and payable under the terms of said Deed of Trust 3 The described Deed of Trust provides that the real property conveyed therein is not used principally for agricultural or farming purposes 4 Default having occurred in the obligations secured and /or covenants of the Grantor as set forth in "Notice of Trustee's Sale" described below, which by the terms of the Deed of Trust made operative the power to sell, the thirty day advance "Notice of Default" was transmitted to the Grantor, or its successor in interest, and a copy of said Notice was posted or served in accordance with law 5 Towne Bank, now known as Banner Bank, being then the holder of the indebtedness secured by said Deed of Trust, directed said Trustee to sell the described property in accordance with the law and .the terms of said Deed of Trust 6 The defaults specified in the "Nonce of Default" not having been cured, the Trustee, in • compliance with the terms of said Deed of Trust, executed and on August 8, 2002 recorded in u the office of the Auditor of King County, Washington, a "Notice of Trustee's Sale" of said • property as No 20020808002013 cy 7 The Trustee, in its aforesaid "Notice of Trustee's Sale," fixed the place of sale as King • County Courthouse, a public place, and in accordance with law, caused copies of the statutory • Notice of Trustee's Sale" to be transmitted by mail to all persons entitled thereto and either posted or ser ed p or- toanimety day . �,�. ,t _ ...s.. .. , of said sgb.bfore ?the sale; further; ;the. Trusteecaused a .copy "Notice of Trustee's Sale" to be published between the thirty-fifth and Twenty eighth day before the date of sale, and once between the fourteenth and seventh day before date of sale, and further, included with this Notice, which was transmitted or served to or upon the Grantor or its successor in interest, a "Notice of Foreclosure" in substantially the statutory t ;1 isNote =dDeedaof Trust*were attached - . . cf�'� - :rt _ c�. - Asir - 3- '`may �wcz^ _ .:'' w. rs.. ?t4 C , ar• sr gar b+ r .a i. y .' ..f7• „r - . 8 .. During foreclosure, action was pending on an obligation secured by said peed 'of .. - - . . at"' '.+ - ? T: r Trust TRUSTEE'S DEED - 2 N0. 1314 P. 4 9 All legal requirements and all provisions of said Deed of Trust have been complied with, as to acts to be performed and notices to be given, as provided in Chapter 61 24 RCW 20021220001822.002 MAY. 25. 2006 12:18AM N0. 1314 P. 5 10 The defaults specified in the "Notice of Trustee's Sale" not having been cured eleven days prior to the date of Trustee's Sale and said obligation secured by said Deed of Trust remaining unpaid, on December 6, 2002, which was not less than 190 days from the date of default in the obligation secured, the Trustee then and there sold at public auction to said Grantee, the highest bidder therefor, the property hereinabove described, for the sum of $45,001 00 in cash DATED this DEC 1 1 2002 ELIZAB T11 iz) GIBA Vice Presid 'perations Mgr Address 2131 Secon. Avenue Seattle, WA 98121 Phone 206- 728 -4500 STATE OF WASHINGTON N COUNTY OF KING On this day personally appeared before me Elizabeth R Giha, to me known to be the Vice President/Operations Manager, of A & F Trustee Services, Inc , that executed the within and foregoing instrument, and acknowledged that said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument . r • - 'r - -..— - bets!• - R13 Give $jid official seal this • • y 6 .r , / w x � oo.o. , L „, i "� 200_ 20021220001822.003 MAY.25.2006 12:18AM N0. 1314 P. 6 20021220001823 Return To Build and Design Group, Inc P 0 Box 906 Pall City, WA 98024 RECITALS TRUSTEE'S DEED - 1 2 M0 f 0 1220001823 x 00 PAGE S0 o03 KXNGOCOUNTY, E1929022 12/20/ 1 00 sitC `GUN fY � 00 0 00 Document Title(s) Trustee's Deed Reference numbers of related documents DOT: 19991230002181 Grantor(s) A & F Trustee Services, Inc. Grantee Build and Design Group, Inc. Legal Description Nn. Tract 45, Riverside Interurban Tracts, Vol. 10, pg 74 Assessor's Property Tax Parcel Account Number(s) 734060- 0662 -00 Old Republic Title. lid has placed this document of record as a customer courtesy and accepts no liability for the accuracy of validity of the document THE GRANTOR, A & F Trustee Services, Inc , as present Trustee under that Deed of Trust, as hereinafter particularly described, in consideration of the premises and payment recited below, hereby grants and conveys, without warranty, to Build and Design Group, Inc , grantee, that real property, situated in the County of King, State of Washington, described as follows TRUSTEE'S DEED PAGE: 001 OF 002 .t ff•"� fiCA QCy. : .i� :..' , .@•' : - 7:`.,y r ` : The north 132 Sleet df'Traot 45, Riverside Interu Tracts, according to the plat thereof recorded in Volume 10 of Plats, Page(s) 74, .in King Count Washington, EXCEPT the west 200 feet thereof, AND EXCEPT that portion thereof condemned for state highway under King County Superior Couri Cause • _ _ __ • Number .64 72, TOGETHER WI t at 'onion of vacated Sou[h 126th' • ` a tljo fir rA+li7etr? e'ura a ric tea of a -• ' :.. W&-25 - ,. - � �:—. gx 4 1...E - - - . Q1 1 2. ) . 1 This Conveyance is made pursuant to the powers, including the power of sale, conferred upon said Trustee by that certain Deed of Tnist between Keystar, Inc , as Grantor, to Washington Title Company, as Trustee, and Towne Bank, now known as Banner Bank, as 20021220001823.001 MAY. 25. 2006 12:18AM 2 Said Deed of Trust was executed to secure, together with other undertakings, the payment of a promissory note(s) in the sum of $160,000 00 with interest thereon, according to the terms thereof, in favor of Towne Bank, now known as Banner Bank, and to secure any other sums of money which might become due and payable under the terms of said Deed of Trust 3 The described Deed of Trust provides that the real property conveyed therein is not used principally for agricultural or farming purposes 4 Default having occurred in the obligations secured and /or covenants of the Grantor as set forth in 'Nonce of Trustee's Sale" described below, which by the terms of the Deed of Trust made operative the power to sell, the thirty day advance "Notice of Default" was transmitted to the Grantor, or its successor in interest, and a copy of said Notice was posted or served in accordance with law 5 Towne Bank, now known as Banner Bank, being then the holder of the indebtedness secured by said Deed of Trust, directed said Trustee to sell the described property in accordance with the law and the terms of said Deed of Trust 6 The defaults specified in the "Notice of Default" not having been cured, the Trustee, in compliance with the terms of said Deed of Trust, executed and on August 8, 2002 recorded in the office of the Auditor of King County, Washington, a "Notice of Trustee's Sale" of said property as No 20020808002014 7 The Trustee, in its aforesaid "Notice of Trustee's Sale," fixed the place of sale as King County Courthouse, a public place, and in accordance with law, caused copies of the statutory "Notice of Trustee's Sale" to be transmitted by mail to all persons entitled thereto and either posted or served prior to ninety days before the sale, further, the Trustee caused a copy of said "Notice of Trustee's Sale" to be published between the thirty -fifth and twenty - eighth day before the date of sale, and once between the fourteenth and seventh day before the date of ' -- •-sale," and '- furtherp.includedtwith this fil'oti i,vinch,- aas or. served to or upon the Grantor or its successor m interest, .a ' "Notice of Foreclosure" . ►nsdbstantially the statutory form, to which copies of the Grantor's Note 'and Deed of Trust were attached 8 During foreclosure, no action was pending on an obligation secured by said Deed of 9 All legal requirements an all provisions of said Deed of Trust have been complied with, s to acts loo be perfert`n d`an ifol' ces� a'l e`g' ven; as provided in Chapter .61 24 10 The defaults specified in the "Notice of Trustee's Sale" not having been cured eleven days prior to the date of Trustee's Sale and said obligation secured by said Deed of Trust remaining unpaid, on December 6, 2002, which was not less than 190 days from the date of TRUSTEE'S DEED - 2 NO. 1314 P. 1 20021220001823.002 • MAY. 25. 2006 12:18AM NO. 1314 P. 8 DATED this DEf: 1 0 2002 STATE OF WASHINGTON COUNTY OF KING TRUSTEE'S DEED - 3 default in the obligation secured, the Trustee then and there sold at public auction to said Grantee, the highest bidder therefor, the property hereinabove described, for the sum of $45,001 00 in cash A & F TRUSTEE SERVICES, INC By /'LIZABBTH ' 1' iz) GIBA ice Preside erauons Mgr Address 2131 Second venue Seattle, WA 98121 Phone 206 - 728 -4500 On this day personally appeared before me Elizabeth R Giba, to inc known to be the Vtcc President /Operations Manager, of A & F Trustee Services, Inc , that executed the within and foregoing instrument, and acknowledged that said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that site is authorized ttexecute the said instrument 1 5 1 1 k 4 Given under4ry KoCIMI seal this day of liVetc1011 Irx r, 200 • = 14 "to row 0 istrYk.C)latv,9,-. , � ` z: Notar Public for the State of Washington 4 ► ►� z ,„4 ' ++.aw '4a f My appmntment expires 6/23/p • - - - r - = ej r __ , . 1? rtnte4 N ame . K rishna Church 20021220001823.003 20021220001824 MAY. 25. 2006 12:18AM Return To Build and Design Group, Inc P O Box 906 Pau City, WA 98024 111 NE NI E1929023 12/20/02 11 08 KING COUNTY, UA (p SAE 50 00 20021220001824 OLD REPUBLIC T T 21 00 PAGE 001 OP 008 KING COUNTY, UR NO 1314 P. 9 PAGE 001 OF 002 Document Titles) Trustee's Deed Reference numbers of related documents DOT: 19991230002183 Grantor(s) A & F Trustee Services, Inc. Grantee Build and Design Group, Inc. Legal Description Ptn. Tract 45, Riverside Interurban Tracts, Vol. 10, pg 74 Assessor's Property Tax Parcel Account Number(s) 734060 0661 - Old Republic TM, Ltd boo placed this documental record as o custom courtesy and accepts 110 natality for the accuracy or untidily of the document. THE GRANTOR, A & F Trustee Services, Inc , as present Trustee under that Deed of Trust, as hereinafter particularly described, in consideranon of the premises and payment recited below, hereby grams and conveys, without warranty, to Build and Design Group, Inc , grantee, that real property, situated in the County of King, State of Washington, described as follows The west 200 of the :north 132 5 feet of Tract 45, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plats, page(s) '74, in King County, Washington, TOGETHER WITH that portion of vaca eed South 126th adjoining, which would attach by operation of law 2 / r "} . 9`... TRUSTEE'S DEED - 1 TRUSTEE'S DEED 1 This pur "si`iarl'Io lie powers inchidmg the power.of sale, conferred upon said Trustee by that.certain Deed of Trust between Keystar, Inc , as Grantor, to Washington Title Company, as Trustee, and Towne Bank, now known as Banner Bank, as Beneficiary, dated December 30, 1999, recorded December 30, 1999 under Auditor's File No 19991230002183, records of King County, Washington 20021220001824,001 MAY. 25. 2006 12:18AM N0. 1314 P. 10 2 Said Deed of Trust was executed to secure, together with other undertakings, the payment of a promissory note(s) in the sum of $160,000 00 with interest thereon, according to the terms thereof, in favor of Towne Bank, now known as Banner Bank, and to secure any other sums of money which might become due and payable under the terms of said Deed of Trust 3 The described Deed of Trust provides that the real property conveyed therein is not used principally for agricultural or farming purposes 4 Default having occurred in the obligations secured and /or covenants of the Grantor as set forth ui "Notice of Trustee's Sale" described below, which by the terms of the Deed of Trust made operative the power to sell, the thirty day advance "Notice of Default" was transmitted to the Grantor, or its successor in interest, and a copy of said Notice was posted or served in accordance with law 5 Towne Bank, now known as Banner Bank, being then the holder of the indebtedness secured by said Deed of Trust, directed said Trustee to sell the described property in accordance with the law and the terms of said Deed of Trust 6 The defaults specified in the "Notice of Default" not having been cured, the Trustee, in compliance with the terms of said Deed of Trust, executed and on August 8, 2002 recorded in the office of the Auditor of King County; Washington, a "Notice of Trustee's Sale" of said property as No 20020808002012 e- 7 The Trustee, in its aforesaid "Notice of Trustee's Sale," fixed the place of sale as King County Courthouse, a public place, and in accordance with law, caused copies of the statutory ("NIP "Notice of Trustee's Sale" to be transmitted by mail to all persons entitled thereto and either posted or served prior to ninety days before the sale, further, the Trustee caused a copy of said "Notice of Trustee's Sale" to be published between the thirty -fifth and twenty - eighth day t.ta before the date of sale, and once between the fourteenth and seventh day before the date of •- • • - ° -sale; and -fut het tncludeti;with Hits N,atic ,,.. which was, tcansinit to,or upon. the Grantor or its successor in interest, "N,ottce of Foreclosure . in'substantially the statutory form, to which copies of the Grantor's Note and Deed of Trust were attached 8 During foreclosure, no action was pending on an obligation secured by said Deed of 20021220001824.002 Y , tr -- '. :ice • , ' 9 All legal requirements and all provisions of sal. Dee of Trust have'beei coMplied • .. -' with as 10 acts to be perforniedsandiot'' 'c°essito -be =given :as in.Chapter 61 24 RCW 10 The defaults specified in the "Notice 'of Trustee's Sale" not having been cured eleven days prior to the date of Trustee's Sale and said obligation secured by said Deed of Trust remaining unpaid, on December 6, 2002, which was not less than 190 days from the date of TRUSTEE'S DEED - 2 MAY. 25. 2006 12:19AM DATED this DEC 1 1 2002 STATE OF WASHINGTON COUNTY OF KING TRUSTEE'S DEED - 3 default in the obligation secured, the Trustee then and there sold at public auction to said Grantee, the highest bidder therefor, the property hereinabove described, for the sum of $45,001 00 m cash On this day personally appeared before me Elizabeth R Giba, to me known to be the Vice President /Operations Manager, of A &. F Trustee Services, Inc , that executed the within and foregoing instrument, and acknowledged that said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath 7 stated that she is authorized to execute the said instrument Given under , ? .� P /Nal seal this . day of k c t y► 1 20 s� 1 % Notary Public for the State of Washington Y g . to, ' d. _ ` �. ; My appointment expires 6/23/06 `' - ►: r _ � o - iPillited' Naiiine- ..Kristiria Ctii tch_- A & F TRUSTEE SERVICES, INC By / ' LIZABB II ; iz) GIBA Vice Preside •perations Mgr Address 2131 Second Avenue Seattle, WA 98121 Phone 206 - 728 -4500 N0. 1314 P. 11 20021220001824.003 20000301001693 MAY, 25. 2006 12:29AM No other property of the Owner in the vicinity of the Property shall be connected to the District's sewer system until a contract providing for the connection has been entered into with R, the District. u, 8. Commencement of the Project. In addition to any other requirements of this Agreement, and before construction of the Project is commenced, the Owner shall take the following action; (a) Obtain District approval of its contractor in accordance with the qualification requirements of applicable law and the District's Administrative Code (b) Obtain and file evidence acceptable to the District of a policy of comprehensive general liabihty msurance for the work being performed under this Agreement The pohcy provide minimum coverage of $1,000,000 for bodily, injury, including death, an'd 1 property dailiage`s' 'pe #oecurrence ark t The statement of charges shall include an amount equal to 15 percent of the charges of the Engineers and the Attorneys for the admuustrative cost to the District of handling such statement of charges and all out -of- pocket costs of the District attributable to this Agreement. The Owner shall pay any statement of charges within ten days of receipt. Statements not paid in full within ten days shall be deemed delinquent and shall accrue interest at the rate of 12 percent per annum from the date of delinquency. The District shall, have the nght to commence, appear in or defend any action or proceeding affecting the rights of the parties, and shall have the nght to pay necessary expenses, including the costs of engineering and legal services, subject to reimbursement by the Owner in the manner provided in this Agreement. 7. Connection Charges and Fees. Before issuance of a side sewer permit for connection of any Project sewer lines to the District's sewer system, the Owner shall pay all stub, trunkage, connection, latecomer and permit fees which may be due for the Project and the Property. The fees and charges shall be calculated m accordance with the number of actual and planned building units at the ume the Project is accepted by the District. The District shall be named as an additional insured under the policy, which shall be maintained in full force and effect during the period of construction and installation. NO. 1314 P. 51 qbtain I aEPhCabte peimitl tiN al t s •.-( itvm aget icies 'ofcitiesKrrig�Coun and�theaState of Washuigton (d) File with the District executed copies of any easements, in form acceptable to the District, obtained for property-located outside the boundanes of the Property but within the boundaries of the District, • (e) Give the District one week's written notice before commencing construction of the Project MAY. 25. 2006 12:29AM NO. 1314 P. 58 (f) If construction or installation of any part of the Project will occur in a public right -of -way under franchises or permits obtained by the District or for which the District is responsible, provide to the District a restoration performance bond executed by the Owner and a surety company acceptable to the District, substantially in the form of the restoration performance bond attached to this Agreement, in the sum of $10,000 or 50 percent of the estimated cost of that part of the Project to be construed or installed in the nght -of -way, whichever is greater The restoration performance bond shall be conditioned upon the Owner's (1) replacing, repairing and restoring the public nght- of-way in as good a condition as it was immediately before the right - of-way was entered upon for construction of the Project, and correcting and repairing any defects appeanng or developing m the materials or workmanship provided in such replacement, repair and restoration within a period of one year after the date of acceptance of the Project by the Distnct; and (2) indemnifying and holding harmless the District from any damage or expense by reason of the failure of such performance. 9. inspection The Owner shall permit the District and the Engineers to inspect the construction and installation of the Project, both visually before any pipe is covered and by test upon final completion, before connection is made to the District's sewer system. The Distnct and the Engineers shall have authonty to reject any construction and installation not conforming to the approved design of the Project and the requirements of this Agreement. The determination of the District and the Engineers shall be final. 10. Completion of the Project. Subject to any applicable state or local requirements, the Owner shall take the following action - to receive the following approvals before the Project is connected to the District's sewer system; (a) Obtain approval and acceptance of the construction and installation of the Project by the Distnct. (b) Pay for engineering and legal services and administrative, out -of- pocket and other applicable fees and charges, as provided herein. ` c Satisfy and release all li and encumbrances for labor, materials and taifes relating to "the .Projects � =::. . (d) Convey without cost to the Distract ten -foot easements and rights -of -way (five feet on each side of the sewer hnes), in form acceptable to the District, for all Project sewer lines, with the right of ingress and egress for maintenance, operation, repair and .. .; for Distn'c_t such in form, acceptab eto the District, as are found by the District to be necessary to gain access to the Project (f) By warranty bill of sale, substantially in the form of the Warranty Bill of Sale attached to this Agreement, convey the Project to the District free and clear of all hens or encumbrances The Owner's conveyance of the Project to the District shall be completed before the Owner sells or contracts to sell the Property or any portion thereof. MAY. 25. 2006 12:29AM NO. 1314 P. 59 (g) Upon request of the Distract, provide to the District a title report concerning any easement or right -of -way that will be conveyed to the District. (h) When the Project is accepted by the District, provide to the District a maintenance bond executed by the Owner and a surety company acceptable to the District, substantially in the form of the maintenance bond attached to this Agreement, in an amount prescribed by the District but not to exceed 50 percent of the cost of the Project The mamtenance bond shall be conditioned upon (1) repairing and correcting any defects appearing or developing in the materials or workmanship provided in the construction and installation of the Project within a period of one year after the date of acceptance of the Project by the District; and (2) indemnifying and holding harmless the District from any damages or expenses by reasdn of the failure of such performance, (i) Deliver to the District an onginal Mylar as -built set of plans for the Project, including all side sewer connections. (1) Deliver to the District two final copies of the plat of the Property. 11. District Authority; Delinquencies. The Owner shall be subject to all standards, rules and regulations of the llistrict as now in effect and as the same hereafter may be amended. In the event of delinquency in the payment of any rates, charges or assessments imposed by the District, the Owner shall be subject to the lien and foreclosure provisions of the laws of the State of Washington and the rules, regulations and resolutions of the District pertaining to property served by the District. 12. Indemnification. The Owner shall indemnify, defend and hold harmless the District, its officers, agents and employees harmless from all suits, claims or liabilities of any nature, including attorneys' fees, costs and expenses, for or on account of injuries or damages sustained by any persons or property resulting from the negligent (sole or concurrent) acts or omissions of the Owner, its agents or employees under this Agreement or in connection with c= work performed under this agreement.. If suit in respect to the above is filed, the Owner shall appear and defend the suit at its own cost and expense, and if judgment is rendered or sealaiiidtir aid°efe`c tiii rag' paymant ofe dif t ges • by-- the Diatrict, its officers, • agents or employees, the Owner shall pay the same. 13 Contractual Relationships; Assignment. This Agreement does not constitute the Owner as the agent or legal representative of the District for any purpose whatsoever The _Ow er It granted :�► ex pss emimpli ri ghtteor tauthargkt s.s ietor c> ea oh g lion orr respo`isi i .ty on lag took t a na of; thernfitnct: or lo bind tie District in any manner or thing whatsoever. The Owner shall not assign this Agreement without the prior wnitee of `the'Distfici ' ". • ` • • 14. Utilky Local Improvement Districts; Connection of Additional Property. If any utility local improvement district ( "ULID ") is proposed to pay all or a part of the cost of constructing sewers that serve or benefit all or a part of the Property, the Owner, its heirs, representatives, assigns and successors in utterest agree that they will sign any petition to form the MID and will not protest or object to the formation of the ULII) If the District MAY. 25.2006 12:29AM M (.J LSD � -/ constructs additional sewer lines and facilities within or serving the Property, nothing in this Agreement shall prevent the District from levying special assessments against any of the Property for the cost of the sewers and to the extent of the benefit therefrom. After conveyance to the District of the Project, additional property may be permitted to connect to it under such terms and conditions as the District in its sole discretion may determine. 15. Time of Essence; Termination for Nonpayment: Notice,. Time is of the essence of this Agreement. If any payment is not timely made by the Owner, this Agreement, or any performance related to the payment, may be terminated by the District at its option upon ten days' written notice to the Owner. All notices and payments shall be made at the following addresses, unless otherwise provided for in writing: Val Vue Sewer District 14816 Military Road South P O. Box 69550 Seattle, Washington 98168 /olf 2, 1I • /JMi j/e d'A(i )4<;, /‘, t k'A / ? 16. Delay in Completion. The Project shall be completed and accepted on or before . If the Project is not completed and accepted on or before that date, the Owner's rights under this Agreement shall cease and no sanitary sewer services shall be connected to the Project unless and until the District finds that the Project is substantially under way and the Owner executes a new agreement with the District or the District consents to a renewal of this Agreement. Any new agreement or renewal of this Agreement shall be subject to the resolutions, rules, regulations and policies of the Distract in effect at the time of such new agreement or renewal of this Agreement. ..17 .. Applicable Law• y Venue .'his: Agreement• shall be .construed and interpreted in • - accordatice witl`irt ►e laws of- tlie'State of Washington. The venue of airy action brought under this Agreement shall be in the Superior Court for King County. 18. Recordation: Binding Effect, This Agreement shall be recorded in the Records and Elections �� D ��-- ivision , King . Coin Washin ton, & sh I constitute an,.osement B anc., "es rem`° tsvwowns any alibe.pbirupon� e =p ,rep senta"ti"rres assigns and =successors in interest. The cost of such recording shall.be=paid.:by e� : .m w: .4P • . NO. 1314 P. 60 19. Attorneys' Feeg. If the Distract or the Owner commences any legal action relating to this Agreement, the prevailing party shall be entitled, m addition to all other amounts to which it is otherwise entitled by this Agreement, to its reasonable attorneys' fees and costs, including those incurred on appeal 0 MAY. 25. 2006 12:30AM �-� NO. 1314 P. 61 20. Amendments. The parties expressly reserve the right to modify this Agreement, from time to time, by mutual agreement. No modification or amendment of the provisions of this Agreement shall be effective unless in writing and signed by authorized representatives of the parties. 21. Remedies Cumulative Rights under this agreement are cumulative. The failure to exercise on any occasion any right shall not operate to forfeit the right on another occasion The use of one remedy shall not be taken to exclude or waive the nght to use another 22. invalidity of Particular Provisions. Should any term, provision, condition or other portion of this Agreement or the application thereof be held to be inoperative, invalid or unenforceable, the remainder of this Agreement or the application of the term or provision to persons or circumstances other than those to which it is held invalid or unenforceable shall not be affected thereby and shall continue in full force and effect. 23. No Waiver. No waiver of full performance by either party shall be construed, or operate, as a waiver of any subsequent default or breach of any of the terms, covenants or conditions of this Agreement 24. 'revious Agreements Sup rucked. The terms and conditions of this Agreement supersede the terms, obligations and conditions of any existing or prior agreement between the parties regarding the subject, matter of this Agreement. . 25. Entire Agreement. This Agreement, including the attached exhibits, contains all of the covenants, promises, agreements, and conditions, either oral or written, between the parties. cr) 26. [Optional] Latecomer Reimbursement If any property within the area described in Exhibit B, attached hereto and by this reference made a part hereof, is connected to the Project within a period of seven years from the effective date of this Agreement, the owners of such property, prior to making such connection, shall pay to the District a pro rata share • the costs P. eject thout adjuuhteit. for •or accrual of interest Within sixty days after 'receipt, the District: shall reimburse such • payments to the Owner, its assigns, or successors in interest. The costs of the Project shall be the total of the costs listed on the warranty bill of sale for the Project. Pnor to submission of the warranty bill of sale, the Owner shall provide to the Distract a summary of the costs of the Project, together with copies is_esand,docurnetatszten ing _such . costs The ount,dif ireimbursement • �n �P.- 0 � ._.. j..�0 �; �'' �� aF , � _ e� .� • • ti• .� . -7: .- at'.r. x ;f11;.? �tr•r.i- f 'iii [ . . - • MAY. 25. 2006 12:30AM \ LEGAL DESCRIPTION PARCEL A THE NORTH 132 5 FEET OF TRACT 45 RIVERSIDE 1NTERUR0AN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGEISI 74 IN KING COUNTY WASHINGTON EXCEPT THE WEST 200 FEET THEREOF AND EXCEPT THAT PORTION THEREOF CONOENNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 047372 TOGETHER W11H ALL Or VACATED SOUTH 125TH STREET ADJOINING AND PARCEL B LOT 5 BLOCK ] SQUIRE S REPLAT OF PART OF TRACT 33 RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS PAGE(5) 100 IN KING COUNTY NASHINGTDN TOGETHER WITH ALL OF VACATED SOUTH 126TH STREET AND 40TH AVENUE SOUTH ADJOINING PARCEL C LOT 6 BLOCK 1, SQUIRE S REPLAT OF PART OF TRACT.33 RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS PAGEIS) 100 IN KING COUNTY WASHINGTON TOGETHER WITH ALL OF VACATED SOUTH 1261H STREET AND ADTH AVENUE SOUTH ADJOINING ANO O. 1314 P. 62 PARCEL D LOTS 7 BLOCK 1 SQUIRE S REPLAT OF PART OF TRACT 39 RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS. PAGE(S1 100 IN KING COUNTY WASHINGTON cr) TOGETHER WITH ALL OF VACATED SOUTH 125TH STREET ADJOINING AND Q Lo PARCEL E LOT B 6LOCK I SQUIRE 5 REPLAT OF PART OF TRACT 33 RIVERSIDE INTERURBAN TRACTS ACCORDING TO Ca THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS PAGEIS) 100 IN KING COUNTY NASHINGTDN TOGETHER WITH ALL DF VACATED SOUTH 126TH STREET ADJOINING AND PARCEL F U LOT 9 SQUIRE 5 REPLAT of PART OF JRACT-33. RIVERSIDE INTERURBAN TRACTS_, TO • - THE P1 ;�T •THEREDFRECORDEDOIN-�YOLUME a201.0FA7a'.PAGE ISI' 100 "IN KING; COUNTY =: WASHINGTON EXCEPT THAT PORTION •CONDEMNED FORSTATE=HIGAMAY UNDER SUPERIOR COURT CAUSE NUMBER 646939 TOGETHER WITH ALL OF VACATED SOUTH 126TH STREET - ADJOINING ° PARCEL 6 LOTS 10 SQUIRE 5 REPLAT of PART OF TRACT 33. RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS PAGEIS) 100 IN KING COUNTY WASHINGTON EXCEPT THAT PORTION CONDEMNED FOR STATE HIGMKAY UNDER SUPERIOR COURT CAUSE NUMBER 615939 TOGETHER WITH ALL OF VACATED SOUTH 126TH SIREE ADJOINING • . AO-- °^ " M ST FBE NOR 132 FEET OF 45 Ri ERSIDE 1NTEAUaBAN'TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 30 OF PLATS PAGEIS) 74 IN ' KING COUNTY WASHINGTON , ZoGEJHERta1THAittOF, V�B ATEO ti50UTNtr25.TtrisiAEE7AD202N7aG VAAND I< == + :" -• • - -s -t . MAY. 25. 2006 12:30AM The duty of the Distnct to reimburse the Owner for sums paid by the owners of such property shall be conditioned upon the Owner's, or its assigns and successors in interest, notifying the Distnct of any changes in name and address of the Owner or its assigns and successors in interest V - /L tr6 By It / �( 2C1,1..-: i 7 - • yg . STATE OF WASHINGTON ) COUNTY OF KING ) 4 0 enESN 4 pia'. ss. VAL'VUE SEWER DISTRICT hairman By • Secre /Com issi /Vice Chairman /Commissioner • / • I certify that I know or have satisfactory evidence that person who appeared before me, aj d said person acknowledged that instrument, on oath stated that _ was authorized to execute acknowledged it as the , (1 i re , Ply of 1 f grafi, 4.y - _— Yoluntary,act,of snc wrporatlon for the ascs,and.purposes. mentioned in • . • . Dated t N0. 1314 P. 63 /,4_4 ner ner I ) �►-is the signed this the instrument and to be the free and the instrument / a 4 tom` "-- -y--� ublics «� � .,�, • �:-, :°':g'= :3- ' � : - - :.. . ' Narary P d forth$ ?S te:of ►►ashington realms at My Appointment Expires / C / L vc.. � ; MAY. 25. 2006 12:30AM STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that -r a.S L SIne,pn is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Chairman of The Board of Sewer Commissioners of Val Vue Sewer District to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. will I nth w • o Nor 13'.1)11. 9 .l A b u ss j r ' • C 'A SH V ''' STATE OF WASHINGTON ) ) ss. ) COUNTY OF KING Dated 2 NO. 1314 P. 64 Notary Public in and for the State of Washington, residing at SexcbtLe My Appointment Expires I certify that I know or have satisfactory evidence that VI iPIVie,t is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Secretary and Commissioner of The Board of Sewer Commissioners of Val Vue Sewer District to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. ,a .��'''�um .h s n a— - ? ' • . � ' a`s i ' 'r S S A . ; - 1 � r d' C �i t _ • - 5, feu C N; E Dated ASAS M. pporntment . Expires -4 CT" cn co Cr) ' MAY. 25. 2006 12:30AM NO. 1314 P. 65 STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I c e r t i f y t h a t I know or h a v e s a n s f a c t o r y evidence that "5 e Co I ell o is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as a Commissioner on The Board of Sewer Commissioners of Val Vue Sewer Distnct to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. �� rr fo° No P08, Z ° 1' 61 ,- ) %1P1 1 9 S °4 HOV ■ -CV .c. .. .. a :qty . k ■ .+r - q -'v-h- Dated 2 - / S' - ZcDU Notary Public 'n and f r the State of Washington residing at --a My Appointment Expires I - - - _Yn • +' 113.405uVLAIEEZ-$• 'k@.' - !$'t, a. -- s bennett psbe inc 8410099010 SuRVEYORS and ENGINEERS 61:0( 1031 PUYALLUP WA. 0R171 PUYAILLP 1453103 5EATRE 51133474 vivian hefferline MAY. 25. 2006 12:26AM 20030820002128 MORTON & fannie roberts 7537 SEWARD PARK AVB S SEATTIB, WA 98118 RE Grancoz e) Build L Design Group, INC dewenbed read property la Xing :ass I 2003 8200 OLD p T PT StZ /7BII3 14,25 K COUNTY, WA Deed of Trust (I•nr I lse m the 5I eta of Wnchmgtnn Only) THIS DEED OP TRUST, made dw day of A "guar 15, 2003 between GUILD S. DESIGN GROUP. INC , a Wastungon Cerporaaon wbnce naldrecc r P t)_ W:h 9(1G 'Al 1 I ('I I Y, WASi IINGi UN GARY Ir SCIIURTL - Attorney at Lan, TRUSTER, whose address is 19uo8OUlts PIaGILIDRIVE, SIUIIEZUti, MUI.AWIN, WASHINGION 9NU5S, 25.00 28 cl23 (hhareele) RCM:ULAN, MULLION 8i bANNIS Legal Descrip Lt 5, BI 1, SQUIRES REPLAT OF PART OF TRACT 33, and Ptn of Tract 45, RIVERSIDE YNTERMAN TRACTS accecte's IsncPercclI I) No 794520 -0020; 734060 -0662; 734060 -0661 GRANTOR. and MORTON R013BILTS and TANNIC ROBERTS, husband and wife, Trustees of TTl[l MORTON AND CANNIE ROBERTS TRUST , BENEFICIARY, whoao adnre:e n 7527 SEWARD PARK AVE S SEATTLE. WA 98118 WITNESSCTI[ Oranter hereby tangoes, sells and conveys te Trustee mTrust, math power ofsale, following County, Wathmgtoe LEGAL DESCRIPTION attached hereto as "EXHIBIT A" and incorporated herein by this reference thereto. OLD REPUBLIC TITLE IJD. 07 8 3$b - 1 en-8 52- 1 what te4 mime* lb awl wed Drmstpolly as atatc,uUamil ur Ilanoug prawns, together wnh 411 Die !enemy hcrcdthaznenta and eppt11caencee now er harcaftaar therm= belonging or in ten Woe appertmns g and to rents, issues and profits thereof This &m in for Ibis Datpose of sacomrg perfotmance of each aRreemeal of grantor heroin conlamed, and paymant of the stmt of FIVE HUNDRED THOUSAND AND 001100 Dollers (5500 ODD 0D) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Bencdcatty or order, and made by Grantor, and all renewals, mod(fioamons and c:tensions Iherco& and ales such further sums as may be advanced or leaned by NO. 1314 P. 46 2GYJVU/ uuu-128.L. . MAY. 25.2006 12:26AM r Beneficiary to Grantor. or any of they meccasson or assigns, ingather with intarast thereon at sthoh Tate as shag be agreed upon To prated the cecunly of Iona f)ced (direst. aninhrr covenants and agrees I To keep the property in good conddton and repair, to pctnut no *ono thereof, to complete any budding , structure or improvement betng built or about to be both thereon. to rottorc promptly any building structure or Improvement thereon which may be damaged or destroyed, and to comply with all laws, orsinenoe$, Tegulaltons, covenonIS. conditions and rerulobona accent the property 1 To pay before delinquent all lawful tatter and cesessme= upon the property. to keep the limpets' free end clear et all nfher them, bane or enewi nnpamng the eccui ly of this I )cod of I nowt ) To keep all buddelga Iona or hereafter erected on the property dmenbed herein continuously insured windlass by dm or other hazards ern an =mint not less than the total debt neural by this Deed of Trust All policies shall be held by the I4enefiaary, and be in web onmpemee ne the HeneReory may approve anti he'vc Icaa payable rut to the Beneficiary, 05 to Imaresl may appear, and Man the Grantor The =own collected under any Insurance pulley may be applied upon any indebtedness hereby secured in melt order as the Denofieiary shall detemtme Such epphcatton by the Benefioary shall not cause dust onbeuanoe of any proccedmgs to foreclose Qua Deed of Trust In the event of Inrerlrwue, RP ne h of the (ranter m insurance policies than in fbn;e shall pass In the purchaser at the hhreolosare sale 4 To defend any action or proceeding porportmg to affect the sechmtyhereof or the nghts or powers of Benefietery or lruatee, and to pay all costs and expo i ca, mcludoug coat retitle search and attorneys fees in a reasonable amount, m any such action or iirOceettut, tmd m any sus brought by Banellci ry w foreclose this Deed of Trust 3 To pay all Boss, tees end expenses ut connection with this Deed of Tact, =hiding the expenses of do Trustee monad in enforcing the nhhpplinn secured hereby and Ivustae'a and annmey a fees nobtany scored as provided by shale 6 Should °tutor Rol to pay when due any taxaa, assessments, insurance premiums, bins, encumbrances or other ohRrgee sjunsl the prepeny heromnhnve tte.cnhed Hencficiery may pay the same, and the wow so petit, with interest at the rate set Jhrdu m the note centred hereby, shall be added ro and become a part of the debt secured to tins Deed of Trust rf IS MUTUALLY ACRBBD THAT I In the event any posnon of the property u taken or damaged in as eminent demom proceeding. the snore amount of the award or such portion as may be necessary to filly satisfy the obligation secured hereby, shell be prod to Bent& nary to be appbed to said obhgabon 2 By accept= payment of any sum Uttered hereby after its due date, cusy does not wawa Its right to rapture Prolog paymalt when due of all otrw sums so secured or to depicts default for failure to so pay ti The power of tale eonforred by diet Deed of Trust and by the Dead of Trust Act of the State of Washington is not all exohrcrvc r medy, lkehaficmry tnay cause this Deed nI I net to he foreclosed as a mortgage In the event of the death, =speedy, disability or resignation of Trustee, Denefictary may appoint in wnang a successor trustee, and upon the recording of inch appointment in the mortgage records of the county in winch this Used of I nut Is recorded, the suocessnr trustee shall he vested with all powers of the crowd none I ha trance is not obligated to roily any pany herein of pending sale under any other Deed of Trust or of any ocean or proceeding mwtueh Grantor, Trustee or Beneficiary shall ha party unless such aelton or proceeding u brought by the Trustee NO. 1314 P. 47 2 lava VYf..25 ,.._ " ,, �•s wy. . „t 14 I e mciee mNey,gil:nr an Ints;af. pro+paty covered by lhta.ITectf of Muir to t person ahead. thcee, on';piriaeti l'eylieat the MAW:- taW the Bcfla$gfety; or upon sandmen of die obltganon secured and waft s% For meatveyance mode by the Donalaaty orlhe person entitled thereto 4 Upon default by inanity in the payment of any mdebtcnnesa sewed hereby or in the performance or any agreement contained harem all sums secured thereby shad tmmedtalaly become due and payable at the option of the Denefioiary to such event and upon watt= rectum of Uenefivary, True= shall sell the nut property. m accordance with the Deed of Trust Act of Use State of Weshutgcoa, at public auction to the highest bidder Any t e f I ! ice„may Inukde vile _ 1r bee ahnll apply Ie rgnoeedg of ilia ask at fame (1) to the e7 4e eFshc a nssoasb e� e's' o - e c d er . ( y l toahn ohli 3 " ' s flue b` �' " _ .. i " - a , 'chi r I - la S etsoosxn a - _ ... • Trost, and such as he leap have ecgmred'thereaRer Trustee's deed shall recite the Rats showing that the salt was conducted in egtnpbence wilh all the tequtttorents of law and of this Dead of Trust, which reoual aludl be prune fame .cadence of sash compliance e and omiduswe•cvidetice thereof m favor of bona fide purchaser and•eocumhraneers for value MAY. 25.2006 12:26AM 8 TIM Deed of Trust applies to inures to the benefit and is The B� not Uonly o n h pa h er in, holds] their here deleseee. legatee]. ednumetratoa3. executors aastgric mecum of the note seeuredhereby, whether or not named as Beneficiary harem 9 DM ON SAT.$ In the event that nil nr and part of the property cectlred hereby, nr Rey interest therein, n add or oihctwtse troasfbtred by Grantor without Beneficiary's prior women consent. Then the note secured hemby, tog e= with all accrued mtefest, shell be due and payable at once without further nonce or demand at the option of the Ileneficwty berdnadcr statilttVreshlngion County of leans 1 u On this /9"' day of �a a -r 14 before me, the undersigned. a Kotaty Public m the State of 1Vaehmgton. duly cotummmoned and sttroPl prrsonnllY appeared KENNETf i l: lCB\IP tome known to be the Secr etary, of BUILD &DBB1 N GROUP, IIdC, the corporation that executed the foigomg instrument and admowledged the said instrument to be the floc end vebminry act and deed of sold co;porotton, for the user and . ems theme =Weird aide, Mb tired flit he wee me r o eaeade titre told morrow and lbw the anal a(Pored n Ibe etttpottac sal of said earpomosa W1111011 iteR my hand and effuW ILO hereto odfucd the day REQUEST FOR FULL RECONVEYANCE pa not rico, d To be ar.d only when note hos boo paid TO TRUSTEE :. ,... The undersigned is the legal owner and holder ate note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other utdebtedneas mewed by said Deed of Trust, has been fulls paid and sbsfied, and you ate hereby requested and duccted,. oa payment to you of any stuns owing, to you wrdci die terms of scud Deed of Trust to =cal said now above mentioned, and oft other evidences of indebtedness scoured by amd Deer] of Trust delivered to yeti herewith, together with the said Deed of Trust end to =convey, without warranty, to the patty designated by the terms of stud Deed of Trust, all the estate now held by you horcnndcr Dated ,19 / /rl •otary l'ubbe to •# for dta S . • of Ws glt. .. 6 ul Anbtart Comnunion exptrxs # MAY. 25.2006 -12: 2]AM 7810190739 easement • - o et - ... •. - �F g aeativ -. gfr -41,- #416 diutibto -t.ianaen daY of the cardoretion that exewlee ilte foregoing Inatnumwll, and acknowledged eeknowiedged.saitilitlealmi be trio See had voluntary act and ha deed of, le; corebrPalydrt. uses and purposes therein meniiontd ap on oath d __Ise wasMere eulhmfied lr ekecute said instlit nt. In witness whereof I have nereu )set my hand and ofllaed my oltictO eel the day and year tin written. tary r No Pdolit: in eau for the Stsea of W%' i fl t O n 7905111015 MAY. 25.. 20 27AM ,, nom ; �; � � A NO. 1314 • F9LE No t COMPTROLLER BASEMENT (Overhead and Under ground) cads this r day of itivri e. 19a, THIS INDENTURE, ,_ ��-- between SOULEQABD Egmont), INC., • Washington corpoTetioa; JOSEPH R. ygdSTgn and EERTHA E. PEASTBa, his w EST= E. DARNELL at�NIL LILLIAN S. vide his I E wife' Eg PANY, Washington co ation; and wider; UTILITIES g{tiCE.COM INC., INC., rpgt MXL,OTib TlABOO1tIETTb SIDING, as her separate estate; insofar as each has rights or title of any hereafter acquired rights or title,heereina called the Grantors; and the CIT1 01 SEATTLE, a municipal c hereinafter called the Grantee; WITNESSE111t LA O That the Grantors, for and in consideration of the sue of One and No /100 Dollars (51.00) and other valuable considerations, receipt of which is hereby acknowledged, hereby convoy and great to the Grantee, its successors and &seism , the right, privilege and autboeity to install, construct, erect, alter, improve, repair, suers/rot opesata and saintaia electric s,oincluand communi wires, at distribution daptbi not exceeding 30 feat, t' lscilities, including which consist of poles, with braces, guys and anchors, crossatas, traasforsers, ducts, vaults, manholes, cabinets, containers, conduits, wires and other necessary or convenient appurtanancse tte BRIM said underground and overhead installations an integrated electric sad communication system, all u under c electric i s now a dl c an bed lands and eyetea located across, over, upo n h premises situated in the County of King, State of Washington, to vitt All of that portion of vacated South 125th Street and South 125th Street extended westerly TOGETHER WITS the southerly 10 feat of the northerly 30 feet of that portion of vacated South 126th Street extended westerly and easterly which adjoins and, by operation of law. attaches "to Block I,•Squires•Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 20 of Plats, page 100, recorde of King County, Washington; ALSO, All of the westerly 30 feet of that portion of vacated 40th Avenue South and of 60th Avenue South extended southerly and TOGETHER WIT'S the southerly 10 feet of the northerly 30 feet of vacated South 126th Street, which adjoins and, by operation of law, attaches to vacated Block 1, Replat of Tract 94, Riverside Interurban Tracts, according to the plat recorded in Volume 15 of Plats, page 49, records of king County. Washington; ALSO, - 'ALlvof ;thesoOtberly020Afeet of _chat portion of vacated South 1266 • Stre*C aiid'of•South 126th Street's:tended TOGETHER M11R the northerly 20 feet of the westerly 20 feet of vacated 40th Avenue South which adjoins and, by operation of law, attaches to Tract 44, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plate, page 74, records of ° ra t ehas f� e - 4 ,.... C pe nsi ve o v a c ated , • ' Soutel26th Street an of South 126th'St .• -: wnicead 'oineastAliaymypeC e ta ?, =,,.= 41 :A'- '-e. Tract 45, Riverside Interurban rear, aceordill eu .the plat thereof recorded in Volume 10 of Plate, page 74, records Ling eataty,'Wcahingtoni' 1 at 5 N �I tun NUT RE Co. Nazis ow. be go v MAY, 25. 200612 27AM„ „7 1314:.,. P, 52 4.W-.. - ;; � . - •r' . • ,. A11 of that certain portion of 41st Avenue South being . ...4 - . .. .. - - . .. - - 4. No disturbieg the soils within the easement areas that will in any ''6' manner disturb the electrical facilities or their solidity, march arth soy portico thereof. or gauger the electrical facilities .v.r in soy manner; .a 2 of 5 24n• f A MAY. 25. 2006 12:28A _ :•nom• . ___ t N0. 1314. tt, 7 Pt • 5. No interference of any kind with the City's vehicular ccc" to its electrical facilities located within the above described easement mess; . 6. No blasting or discharge • or any explosives within 15 feet of said lines and appgrtenences; - without the prior written approval of the Superintendent of Seattle City light. Eoula yard•Recavatt1■..IAC•.r Ate SICCesscskee4.sssises ate to be responsible for 'inj violatiob tiereof. -• The City of Seattle is to be responsible, as provided by law, for any damage to the Grantors through its negligence in the construction. seistenance and operation of said electric and communication systesF across, over, upon and under the property of said Grantors. The rights, title, privileges and authority hereby granted shall continue and be ersanently removes all said electric stem fres said lands ass shall p all such righhts, te, abandon tit electric and communication systea, at which time all such or shall permanently privileges and authority shall terminate. IN WITNESS L ,ES ' gpg, t hi s instrument has been executed the day and year first above written. UTILITIES SERVICE COMPANY. INC. gy �� --� �� _ ,� � ;� • _��: i- ACT- ,� TiEl BY Title By Title LILI.IAN D. HH! ENYAT (FOa INDIVIDUAL ACKNOVLEDGNEAT) HUTS OF WASHfl GTON ) ) .s. Y CHARLOTTE J. GRES • dna 6Q f b Arad - use - 44 tha.,a ,a e a . .19 p before son Jo6EPK a. B 014.1e,aum BEIM/. B. iEM min Maze, to •o ino+nt tb bathe individuals daaerlbed in secured thr vic i : acknowledged that they 'Lined the see as their free and voluntary sad deed for the uses and purposes thIrsin`seatioued.•° k Given under d hand and official anal the day and .• r in E ti certificate above written. - c ` i 18 -: ter, .1p Notary Public in and residing at 230410-3 .r e BE : H. FEASTER LIL CHARLOTTE 5 3 20000301001693 Document Titles) (or transactions contained therein) 1 Developer Extension Agreement Reference Number(s) of Documents assigned or released: (on page of document(s)) Grantor(s) (Last name fret, then first name and initials) t Keystar Inc. 2 3 4 5 Additional names on page of document Grantees) (Last name first, then first name and initials) I Val Vue Sewer District 2 3 4 5 Additional names on page of document :+ Legal Description (abbreviated i e lot, block, plat or section, township, range) Lots 5-10 Squire's Replat Additional legal is on page _2__of document 734060 =0661 •and•T34160=0662. -.. z3: -:=mss a . . -: , -• -_ .. • . The Auditor /Recorder will rely on the information provided on the form. The staff will nor read the document to verify the accuracy or completeness of the indexing informdt►on provided herein r-- MAY. 25. 2006 12:28AM Recording Requested By and When Recorded Mail To: Val Vue Sewer District 14816 Military Rd S Tukwila, WA 98168 i 20 003 VAt., Y11L SS AC KXNNG C OUNTY 1 0016 1 3 NO. 1314 P. 54 MAY, 25. 2006 12:28AM N0, 1314 P. 55 THIS AG by and between and VAL VIDE S "District "). RECITALS VAL VUE SEWER DISTRICT TERMS AND CONDITIONS DEVELOPER EXTENSION AGREEMENT is to be effective as of the day of , 19, Te f f14j- , /J4 (the "Owner ") Wl DIStRICT, a municipal corporation of the State of Washington (the A, The Board of Sewer Commissioners of the District operates a system of sewerage for collection and treatment of sanitary sewage in a portion of the District B. The Owner owns certain property legally described in Exhibit A, attached hereto and by thus eference m a part hereof (the 'Property"), which is located at S_ ; l fr� C. The Owner is willing to construct a system of sanitary sewer lines at Owner's expense, pursuant to the terms of this Agreement, in order to connect the Property to the District's existing system of sewerage' A c o /rzp1. b∎ ;,(9'7 ;; - /tom! 7 l S pi y/ 2‘ 4ti D. The construction of an internal system of sewerage for the collection of sanitary sewage on the Property is consistent with the District's comprehensive plan, E. As an initial step in providing sewage collection and treatment service to the Property, certain improvements to the District's system must be constructed and installed. F. The improvements consist of furnishing and constructing sanitarylewer.iiserand •all appurtenances. necessary ` to "comprise a complete system ready • for operation (the "Project "), • tom t•� r �, C 1 7 = [0 `� ut p on an pe s_provid `ere�n `the parties hereto for themselves; their a s , n s and succe i n ` interest, agree as follows: .. _ . -. • .,_fie... -f q - ' -• i. .%-4 . tV _ - .r:SerIZOZVAgi WV - • 1 - Cash D sit - Owner agrees to pay the District a cash deposit equal to One Dollar and no /100 ($1.00) per each foot of main line sewer installed with a minimum of Two Hundred Fifty Dollars and no /100 ($250.00) at the time of the filing of this Agreement. This cash deposit shall be conditioned upon the owner's strict compliance with the District's conditions and standards contained herein and shall insure the District against any damage to the existing sewer system as a result of the owner's failure to comply This cash deposit shall MAY. 25. 2006 12:28AM 5. Preuarati_on an R w of s , nd •y -, ' fi . n To insure that the Project is designed to the satisfaction of the Distnct and its consulting engineer shall review and approve in writing before work on the Project is commenced the plans, specifications and drawings of the Project, which shall be prepared by a licensed professional engineer of the Owner's choosing. 6. Eneineering„ Imo. gal and Administrative Costs. The Owner has paid to the District a nonrefundable Basic Engineering and Admimstrattve Fee for review of the r application for developer extension and initial services of the District and its consulting engineers to,determineithe,. of the:Project. . . be in addition to the basic engineering arid administrative fee and the engineering, legal and administrative costs outlined in Section 6 below. The cash deposit will be refunded to the owners one year after satisfactory completion of the extension and connection of the extension to the existing system, which completion shall be signified by Section 10 below. In the event of the owner's failure to comply, the District may exercise the right to irrevocably forfeit the total amount of the cash deposit as liquidated damages. The retention of such fund is in addition to and shall in no way limit the owners' liability regarding the project guarantee as stipulated m the remainder of the specification. 2. EgLmission to onstrlict Protect. The District shall permit the Owner to construct and install the Project 3. S d al s f Cons c h n. Construction and installation of the Project shall be strictly in accordance with standards, rules and regulations of the District as now in effect and as the same hereafter may be amended. 4. Sitbmissign of Schedule. Promptly after execution of this Agreement, the Owner shall submit to the District a schedule regarding construction of the Project During the period of construction and installation of the Project, the District shall submit monthly to the Owner a statement of charges for other services of the Engineers pursuant to this Agreement, which statement shall be equal to the statement submitted by the consultingginee r the D ct ursuan to the applicable fee arrangement for engineering s5rvIC • a � ing inee� S o �Ia1 a 50 u m thly itie 4w it ring Ipei lealr until th is Ag ment Ve pe tfocrn and the-Project haseb'eentconstructed andseonveyed eo,the District,-.a statement t ot charges for legal services, which statement shall be equal to the statement submitted to the District by its attorneys, pursuant to the applicable`retaii er iesolution`between the District and its attorneys, for all work performed by its attorneys in connection with the preparation and performance of this Agreement, including, but not limited to, participation in any perunent administrative or court proceedings to which the District may become a party N0. 1314 P. 56 MAY. 25. 2006 12:23AM ' al. time t as 5,itd described aria., iir anY,p4rt. • ... -... . . , ... . •: ..:-thereof: shall be .annexid.,io ibb CAW, of.11(i: wi'f,a., the, •City ..Couh 6.1. . , - • may provide in 'the :oi'dfnande that i'32.1iiiti .0 t W'd pt*it ks • . • . ,., - - • --. . - , theteby,aiineXedAlall,ibe. subjected r to 'and .a part zr.ihe•CoinprehOsi Ye ' _. ,, , • . . ; z ,,. ,.... • _...,..,r, .. - .• • . 'fr:".1' , . - -:‘ , ...•-/1-:= - ' A- . • ., • : " • . ". • • • ••• '' . .. .. ., ... -,'-. t ''•, 1;'Llkn Use :Plan -tind; ionitig- rkgulation :herein -dcflipiqcVan extension to . . ,e.:, . ' . • ' . L ' the Comprehenstie . P),aii an zOn ing regulation's 'fo n the Ckt:y..Of .-tiiiti;:i la' - :Kr ; , . . . -'.'•., - . • • . • • - : - - • ' • . . ,. , • . - --:-.- ,' , Secitiobt 4-, Sump .4neeas .op,'. ho Pivlibsed; oii be - inc.iinsi:sieni: , . w.1,th the CcrOrehens.ive Pion tia13; these acvlbn. as . reiilt , , . . • • %.- .- of pOlic hearings and related input. _It As- dipped that the prOposed' zoning in thise..areasi a cansi sient with the pgi,1 Cies of ti; Compre- . hensive Plan. and the map ig .hereby, amonded to be, corisiitent:wi'th the zonin action taken by this ordinance, .„ Section S.. - iii-( , .= area subject to said lend use ill zoning ,'reou'latioh 'and map is described in the attached "Exhibit 13":- Section 6. cupy of this ate'dircatice ha flied in the a King County Department of it.ecot4S and Electiols. Ce copies shal l be filed with the following-City Of Tultii•ii PASS'ED. .THE CITY COUNCIL OF THE CITY OF T1-1104ILA, •14ASHINGTQN, at a regular meeting thereof this /72: day of December , 1979 s#p rbvid as to form: • city Attorney; Laid rice- E." lard 1 •;47, Edgar b..- Haycir ATTEST: AhcierSen City Clerk ' O. 1314 P. 36 ' • • • , • ••• ,•- : .•," ' • 3 3 MAY. 25. 2006 12:24AM NO, 1314 P. 31 • . PC�FENTIA- R1vERTtN AI (A T10N . AREA - 1 41-1-72. iCIetFA I:YACWt LLIN0S,;L R-196 ONE FAME/ DWElliN3S R-H20 ONE FAMILY Dw6_LBIlGS R3 - *ea MO FOUR FAMLY DJ�d1 L`-I t z 4130; M R°TALL_ Qi t.cC 1. RETAIL M I UC'iT INDUSTRY DaUaIT .' 38 Cornerstone eotechnical, .Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington For Magestic Homes Cornerstone Geotechnical, Inc. June 19, 2006 Mr. Mike Davis Majestic Homes 1201 Monster Road SW, #320 Renton, Washington 98055 Dear Mr. Davis: Geotechnical Engineering Report Farnum Property Tukwila, Washington CG File No. 2064 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425-844-1977 Fax: 425- 844-1987 INTRODUCTION This report presents the results of our geotechnical engineering investigation at your proposed single - family residential project in Tukwila, Washington. The site is located between the 12600 block of 41 Avenue South and 40 Avenue South, as shown on the Vicinity Map in Figure 1. You have requested that we complete this report to evaluate subsurface conditions and provide recommendations for site development. We have been provided with a copy of a site plan dated May 25, 2006, by Kenneth R. Anderson and Associates, titled "Davis Real Estate Group, Farnum/Tiede ", that shows the existing topography at the site. PROJECT DESCRIPTION The planned development consists of a total of six single - family residences. We have not been provided with a grading plan, but we interpret that site grading may include cuts and fills up to 5 to 10 feet. Infiltration/dispersal trenches are planned for each lot. SCOPE The purpose of this study is to explore and characterize the subsurface conditions and present recommendations for site development. Specifically, our scope of services as outlined in our Services Agreement, dated March 1, 2006, includes the following: Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 2 1. Review available geologic maps of the area. 2. Explore the subsurface conditions at the site with backhoe- excavated test pits. 3. Explore and evaluate the subgrade soils under the existing pavement at South 126 Street. 4. Provide recommendations for building foundations for the four remaining planned residences. 5. Provide recommendations for future site preparations and grading. 6. Provide general recommendations for site drainage, including recommendations for the planned infiltration/dispersal trenches based on the test results and City of Tukwila requirements. 7. Prepare a written report to document our conclusions and recommendations. SITE CONDITIONS Surface Conditions The irregularly- shaped project site is about one acre in size, and has maximum dimensions of approximately 380 feet in the east -west direction and 130 feet in the north -south direction. The site is bordered by 40 Avenue South to the west, South 126 Street to the north and 41s Avenue to the east. Two single family residences border the site to the south. A layout of the site is shown on the Site Plan in Figure 2. The site is generally moderately sloping to the southwest. Previous grading activities have shaped the site into three tiers. The highest tier, in elevation, exists in the eastern region of the site and steps down to the west in approximate 8- to 10 -foot elevation drops. Two foundations exist on site; with one on the upper tier in the eastern region of the site and another exist on the lower tier in the western region of the site. The site consists of field grass, shrubs and blackberry bushes and a large deciduous tree in the northern region of the site. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, areas of the Puget Sound region were overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. Part of a Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 3 typical glacial sequence includes advance outwash sand overlain by glacial till. Advance outwash sand is described as sand and gravel. Glacial till is an unsorted mixture of sand, silt, and gravel that was deposited below the glacier, and is commonly referred to as "hardpan." The glacial till has been consolidated under the weight of the glacier and exhibits both high strength and low permeability. The geologic units for this area are mapped on the Geology of the Des Moines Quadrangle, Washington, by Howard H. Waldron, et al (U.S. Geological Survey, 1962). The site is mapped as being underlain by a deposit of glacial till with advance outwash mapped along the steep slope to the east of the site. Our site explorations encountered varying amounts of fill material overlying glacial drift. Glacial drift, as defined in this report, is similar to glacial till but is typically less dense and exhibits sorting or contains sand seams. Explorations Subsurface conditions were explored at the site on March 7, 2006, by excavating a total of six test pits and coring through asphalt in three locations within South 126 Street. The test pits were excavated to depths of 9.7 to 12.7 feet below the ground surface. The explorations were located in the field by an engineer from this firm who also examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figures 4 and 5. Subsurface Conditions General: A brief description of the conditions encountered in our explorations is included below. For a more detailed description of the soils encountered, review the test pit logs in Figures 4 and 5. Test Pits: Test Pit 1, excavated in a gravel parking area in the north eastern region of the site approximately 10 to 15 feet south of South 126 Street, encountered fill material to the depths explored at 12.7 feet. Fill material was observed to be loose to medium dense from 0.0 to 5.6 feet in depth and became medium dense at 5.6 to the bottom of the exploration. Fill material consisted of an array of sands and silty sands with roots, organics and household garbage. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 4 Test Pit 2 was excavated on the north side of the existing foundation in the eastern region of the site. Fill material consisting of medium dense, gray silty fine to medium sand with gravel was encountered at the surface of the exploration to 2.3 feet in depth and a layer of buried topsoil was observed beneath the fill from 2.3 to 2.6 feet in depth. The buried topsoil consisted of loose to medium dense, dark gray to black silty fine to medium sand with gravel. Medium dense, brown mottled gray silty fine to medium sand with gravel was observed beneath the topsoil at 2.6 to 3.8 feet in depth and was evaluated as being a native deposit. The test pit was completed in dense, brownish -gray silty fine to medium sand with gravel at a depth of 9.9 feet. This material is interpreted as glacial drift. Test Pits 3 and 4 were excavated on the second tier in the central region of the site. Test Pit 3 was excavated in the central region of the middle tier on a small knob. Loose to medium dense fill and topsoil were observed in Test Pit 3 from the surface to a depth of 2.6 feet, and native medium dense to dense silty fine to medium sand with gravel was observed from 2.4 to 10.2 feet in depth. This material is interpreted as glacial drift. Test Pit 4, excavated in the northwest region of the middle tier, encountered loose to medium dense fill material from the ground surface to 6.6 feet in depth and medium dense fill at depths of 6.6 to 11.5 feet. Medium dense to dense, native grayish -brown silty fine to medium sand with gravel was observed at the bottom of the excavation at 11.5 to 11.9 feet in depth. This material is interpreted as glacial drift. Test Pit 5, excavated at the northwest corner of the existing foundation on the lower tier in the western region of the site, encountered 0.6 feet of topsoil and fill material from 0.6 to 10.5 feet in depth. Fill material was evaluated as being medium dense to dense. Native dense, grayish -brown silty fine to medium sand with gravel was observed at 10.5 to 11.0 feet in depth. This material is interpreted as glacial drift. Test Pit 6 was excavated off the shoulder of South 126 Street in the northwest corner of the site and encountered 7.6 feet of medium dense fill material consisting of jumbled gray and brown silty fine to medium sand with gravel. The test pit was completed in native medium dense to dense silty fine to medium sand with gravel from 7.6 to 9.7 feet in depth. This material is interpreted as glacial drift. Roadway Cores: Three locations were cored within South 126 Street, beginning with Core 1 near the intersection of 40 Avenue South and ending at Core 3 at the intersection with 41' Avenue South. Cores Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 5 1 and 2 encountered 4 inches of asphalt with a thin layer of 5/8 -inch minus crushed rock underneath the asphalt. Dense silty fine to medium sand with gravel was observed beneath the crushed rock. Core 3 encountered approximately 5 inches of asphalt and approximately 1 foot of pit run material consisting of fine to coarse sand with gravel before encountering dense silty sand with gravel. The subgrade soils were probed with a 1/2- inch - diameter steel probe rod and the probe rod did not penetrate more than an inch in depth. Hydrologic Conditions Slight to moderate groundwater seepage was observed in Test Pits 4 and 5 at depths of 8.5 and 7.3 feet, respectively. Groundwater was observed in Test Pit 4 within a layer of fill containing fine gravel with silty fine sand. The fine gravel had the appearance of washed rock and could be an old drain field. Groundwater in Test Pit 5 was observed in a layer of fill consisting of fine to coarse sand with gravel. The dense drift soils encountered at the base of our explorations are considered poorly draining. During the wetter times of the year, we expect perched water conditions will occur as pockets of water on top of the drift layer. Perched water does not represent a regional groundwater "table" within the upper soil horizons. Volumes of perched groundwater vary depending upon the time of year and the upslope recharge conditions. GEOLOGIC HAZARDS Landslide Hazards The core of the site is inferred to be composed of glacially overridden soils. We consider these soils to be of high strength and considered to be stable with regard to deep- seated slope failures. We did not observe indications of surficial seepage on the site, nor did we observe indications of shallow or deep- seated slope failures. There is a potential that the surficial soils on the steeper sections of the slope could slough over time. Any slough events are expected to be surficial, and are affected by surface water and man -made impacts. The risk of slough events can be reduced if proper drainage is installed, vegetation on the slope is maintained, and yard waste and other debris are kept off the slopes. We would expect if a slough event were to occur, it would be small in scale and relatively shallow. We did not observe any indication of recent sloughing on site. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 6 Erosion Hazard The erosion hazard criteria used for determination of affected areas include soil type, slope gradient, vegetation cover, and groundwater conditions. The erosion potential is related to vegetative cover and the specific surface soil types (group classification), which are related to the underlying geologic units. Over the majority of the site we consider the erosion hazard to be slight with vegetative cover in place and moderate when stripped of vegetation. Steeper areas, such as fill embankments, are generally considered to have moderate potential for erosion when covered with vegetation and high when stripped of vegetation. Best management practices (BMPs) and applicable codes should be followed during site grading to limit potential for erosion. We do not expect this site will require unusual or extreme erosion management methods. There are no water bodies adjacent to the site. Seismic Hazard It is our opinion based, on our subsurface explorations, that the Soil Profile in accordance with Table 1615.1.1 of the 2003 International Building Code (IBC) is Soil Class C. We referenced the 2002 map from the US Geological Survey (USGS) website to obtain values for S and S,. The USGS website includes the most updated published data on seismic conditions. The seismic design parameters are: S 148.36% g Si 51.09% g F 1.0 F, 1.3 From Table 1615.1.2(1) of the 2003 IBC From Table 1615.1.2(2) of the 2003 IBC Site specific coefficients and adjusted maximum considered earthquake spectral response acceleration parameters apply as shown in Section 1615.1 of the IBC. Additional seismic considerations include liquefaction potential and amplification of ground motions by soft soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The underlying dense soil is considered to have a very low potential for liquefaction and amplification of ground motion. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 7 CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site can be developed into a residential subdivision. There are many areas of geotechnical concern, and the planned development of the site will have to be designed to create a stable condition. We recommend that the foundations for the structures extend through any topsoil, fill, loose, or disturbed soils, and bear on the underlying medium dense or firmer, native glacial soils, or on controlled structural fill extending to these soils. Based on the depth of the fill encountered by our explorations, we expect that a deep foundation system, such as drilled piers, will be needed for the planned residences. Alternatively, the fill could be over - excavated and replaced with rock spalls or structural fill as recommended in the Foundations subsection of this report Based on the soils encountered in our explorations, it is our opinion that the subsurface conditions at the site do not appear to be feasible for a storm water infiltration system or full dispersion -type system. Because the lots are small, we recommend that you consider one or more of the following alternatives; limited infiltration, basic dispersion, rain garden, permeable pavement and rainwater harvesting similar to those alternatives provide in the King County Surface Water Manual (KCSWM) — Appendix C, 2005. Dry wells could also be used between the house and roadway. We have attached with this report a typical dispersion trench that will allow for infiltration. If the storm water volume is large, the trench will fill up then disperse over the ground surface. A vegetative buffer of at least 25 feet should be maintained from the dispersion trench to the property line. We have included in this report typical sections from the KCSWM, which illustrates such a system. The dispersal trench should be at least 10 feet long for each 700 square feet of impermeable surface area collected. We should be retained to review the storm design and evaluate the location of the trenches and how they relate to the slopes. The soils likely to be exposed during construction are highly moisture sensitive and will disturb easily when wet or during wet conditions. We recommend that construction take place during the drier summer months, if possible. If construction takes place during the wet season, additional expenses and delays should be expected due to the wet conditions. Additional expenses could include additional depth of site Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 8 stripping, export of on -site soil, the import of clean granular soil for fill, and the need to place a blanket of rock spalls in the access roads and paved areas prior to placing structural fill. Discussion on Settlement Potential of the Existing Fill Our concern with the existing fill is that it is difficult to confidently characterize its engineering properties and its consistency throughout the site. Even if the test pit explorations were representative of the range of fill characteristics across the site, potential settlement could not be estimated with standard geotechnical procedures. Instead, it would be estimated empirically, based on experience with past performance of other uncontrolled fills and existing conditions. If the explorations were not representative of the existing fill, additional unknowns would be realized. These include the aerial extent of fill, the range of total depths of fill, the material type and consistency, depth to, and thickness of, compressible zones, possible existence of voids, debris or highly organic zones, and possible existence of well compacted fill. Settlement of the existing fill could impact planned hard surfaces, such as roadways, sidewalks, and garage slabs, causing cracking. Also, where the fill extends deeper than the planned underground utilities (e.g., sewer lines), settlement of the fill under the utility lines could result in a localized "bellying" of these lines. Therefore, we recommend that gravity-based underground piping systems be designed with a gradient sufficient to counter the effects of localized settlement. Alternatively, the utility trenches can be overexcavated through the loose or fill zones, with the removed soil replaced with compacted structural fill. The settlement potential really depends on the density of the existing fill. Site Preparations and Grading The first step of site preparation should be to strip the vegetation, topsoil, or loose soils to expose medium dense or firmer native soils in pavement and building areas. The excavated material should be removed from the site, or stockpiled for later use as landscaping fill. The resulting subgrade should be compacted to a firm, non - yielding condition. Areas observed to pump or weave should be repaired prior to placing hard surfaces. Due to fill depths encountered, alternative to excavating fill soils may be needed and can be evaluated at the time of construction. The soils likely to be exposed during construction are considered highly moisture sensitive, and the surface will disturb easily when wet. We expect these soils would be difficult, if not impossible, to Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 9 compact to structural fill specifications in wet weather. We recommend that earthwork be conducted during the drier months. Additional expenses of wet weather or winter construction could include extra excavation and use of imported fill or rock spalls. During wet weather, alternative site preparation methods may be necessary. These methods may include utilizing a smooth - bucket trackhoe to complete site stripping and diverting construction traffic around prepared subgrades. Disturbance to the prepared subgrade may be minimized by placing a blanket of rock spalls or imported sand and gravel in traffic and roadway areas. Cutoff drains or ditches can also be helpful in reducing grading costs during the wet season. These methods can be evaluated at the time of construction. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field - observation procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Materials: Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. The use of on -site soil as structural fill will be dependent on moisture content control. Some drying of the native soils may be necessary in order to achieve compaction. During warm, sunny days this could be accomplished by spreading the material in thin lifts and compacting. Some aeration and/or addition of moisture may also be necessary. We expect that compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas, and within a depth of 2 feet below pavement and sidewalk subgrade, should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 11 Foundations General: In our opinion, the site is suitable for support of the planned building provided that the foundations are extended down into the medium dense or better native soils. This can be accomplished with a deep foundation system, such as drilled piers, or by overexcavating down to medium dense or better native soils. Due to the depth of fill encountered in our explorations, we expect that pre - drilled shafts for concrete piers would be a more economical and expedient option than overexcavation. Drilled Piers: Drilled piers can be used to support residences or portions of residences where fill exists between the planned footing elevation and the underlying dense native soils. The piers are constructed by drilling an open hole through any fill or loose surficial soils and into the dense native soil. The hole is then filled with concrete immediately to reduce the chance of caving. The bearing capacity of the piles will be subject to the soil conditions encountered, the depth into the bearing soils, and the diameter of the pile. Since the required embedment depth is also tied to the potentially variable depth of fill or loose soils, pile depth may vary from house to house and from pile to pile. We recommend vertical load capacities for a 12 to 16 inch pile embedded 3 feet into native soil will support a vertical load of 8 to 10 tons. We are available to provide greater load capacities based on the size and embedment of the pile. An increase of one -third is allowed when using the alternate load combination in Section 1605.3.2 of the IBC that includes wind or earthquake loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and Y2-inch differential between footings or across a distance of about 30 feet. We should be retained to evaluate the drilling of the holes to verify bearing soils are encountered. Conventional Foundations: Conventional shallow spread foundations should extend through the existing fill zone and be founded on undisturbed, medium dense or firmer soil. If the soil at the planned bottom of footing elevation is not suitable, it should be overexcavated to expose suitable bearing soil and the excavation should be filled with rock spalls or structural fill, or the footing may be over - poured with extra concrete. If structural fill or rock spalls are used, the trench should extend at least 1 foot beyond the footing on each side for every 2 feet of rock that will be placed under the footing. Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and it should also extend at least 1 foot into bearing soils, whichever is deeper. Minimum Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 12 foundation widths should conform to IBC requirements. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. An increase of one -third is allowed when using the alternate load combination in Section 1605.3.2 of the IBC that includes wind or earthquake loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and Y2 -inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for footings founded on the unweathered drift, and with wider footings. These higher values can be determined after a review of a specific design. Lateral Loads The lateral earth pressure acting on retaining walls is dependent on the nature and density of the soil behind the wall, the amount of lateral wall movement, which can occur as backfill is placed, and the inclination of the backfill. Walls that are free to yield at least one - thousandth of the height of the wall are in an "active" condition. Walls restrained from movement by stiffness or bracing are in an "at- rest" condition. Active earth pressure and at -rest earth pressure can be calculated based on equivalent fluid density. Equivalent fluid densities for active and at -rest earth pressure of 37 pounds per cubic foot (pcf) and 57 pcf, respectively, may be used for design for a level backslope. These values assume that the on- site soils or imported granular fill are used for backfill, and that the wall backfill is drained. The preceding values do not include the effects of surcharges, such as due to foundation loads or other surface loads. Surcharge effects should be considered where appropriate. The above drained active and at -rest values should be increased by a uniform pressure of 8.2H and 25.7H psf, respectively, when considering seismic conditions. H represents the wall height. The above lateral pressures may be resisted by friction at the base of the wall and passive resistance against the foundation, concrete piers, and grade beams. A coefficient of friction of 0.45 may be used to determine the base friction in the native glacial soils. An equivalent fluid density of 225 pcf may be used for passive resistance design. To achieve this value of passive pressure, the foundations should be poured "neat" against the native dense soils, or compacted fill should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance at least equal to three times Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 13 the foundation depth. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of safety. All wall backfill should be well compacted. Care should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the wall backfill. This can be accomplished by placing wall backfill in 8 -inch loose lifts and compacting with small, hand - operated compactors. Slabs -On -Grade Slab -on -grade areas should be prepared as recommended in the Site Preparation and Grading subsection. Slabs should be supported on medium dense or firmer native soils, or on structural fill extending to these soils. Where moisture control is a concern, we recommend that slabs be underlain by 6 inches of free - draining coarse sand or pea gravel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the capillary break. An additional 2- inch -thick damp sand blanket should be used to cover the vapor barrier to protect the membrane and to aid in curing the concrete. This will also help prevent cement paste bleeding down into the capillary break through joints or tears in the vapor barrier. The capillary break material should be connected to the footing drains to provide positive drainage. Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. We suggest that the finished ground surface be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the buildings, as indicated in IBC Section 1803.3. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. Surface water should be dispensed as shown in the attached King County Typical Section — Figure C.2.4.B. If it is determined the dispersal trench is not feasible, other alternatives could be used and should follow any codes by the City of Tukwila. Since the storm water may infiltrate into the existing fill, we should be retained to evaluate the location of the discharging areas to evaluate stability and settlement of the fill. We recommend that footing drains be used around all of the structures where moisture control is important. It is good practice to use footing drains installed at least 1 foot below the planned finished Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 14 floor slab or crawl space elevation to provide drainage for the crawl space. At a minimum, the crawl space should be sloped to drain to an outlet tied to the drainage system or to a pipe that allows positive flow until it daylights. Surface water or groundwater should not be allowed to puddle in the crawl space. The footing drains should consist of 4- inch - diameter perforated PVC pipe that is surrounded by free - draining material, such as pea gravel. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. Crawl spaces should be sloped to drain, and a positive connection should be made into the foundation drainage system. For slabs -on- grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. Utilities Our explorations indicate that specific deep dewatering will not be needed to install utilities. Anticipated groundwater is expected to be handled with pumps in the trenches. We also expect that some groundwater seepage may develop during and following the wetter times of the year. We expect this seepage to mostly occur in pockets. We do not expect significant volumes of water in these excavations. The soils likely to be exposed in utility trenches after site stripping are considered highly moisture sensitive. We recommend that they be considered for trench backfill during the drier portions of the year. Provided these soils are within 2 percent of their optimum moisture content, they should be suitable to meet compaction specifications. During the wet season, it may be difficult to achieve compaction specifications; therefore, soil amendment with kiln dust or cement may be needed to achieve proper compaction with the on -site materials. Pavement The performance of roadway pavement is critically related to the conditions of the underlying subgrade. Based on the cores taken during our explorations, it appeared that the paved road section was not as thick as County standards would dictate. However, the underlying subgrade appeared to be firm, and the road surface appeared to be performing adequately. We recommend that the existing asphalt surfacing be left in place during construction and evaluated for its performance under the repeated heavy loading typically associated with construction traffic (e.g., trucks, loaders, etc.). Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 15 In all areas other than the existing pavement, we recommend that the subgrade soils under planned hard surfaces be prepared as described in the Site Preparation and Grading subsection of this report. Prior to placing base material, the subgrade soils should be compacted to a non - yielding state with a vibratory roller compactor and then proof - rolled with a piece of heavy construction equipment, such as a fully - loaded dump truck. Any areas with excessive weaving or flexing should be overexcavated and recompacted or replaced with a structural fill or crushed rock placed and compacted in accordance with recommendations provided in the Structural Fill subsection of this report. CONSTRUCTION OBSERVATION We should be retained to provide observation and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. USE OF THIS REPORT We have prepared this report for Majestic Homes and its agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services have been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 16 We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Jeff Laub, LG Project Geologist 1EXPIRES 08116h% I Rick B. Powell, PE Principal JRW:JPL:RBP:nt Three Copies Submitted Five Figures Attachments: Figure C.2.4.B from the 2005 King County, Washington Surface Water Design Manual Information about this Geotechnical Engineering Report Cornerstone Geotechnical, Inc. ■ \ \ . .\ \ \ \ \ t \ ,;r \ . -.--. �\ :; -., ' N t_ .` � ` �: \\ � � ` =x-40\\ •-•,,,/ �.,, \ ) 4 •' ^ \ -- • -._ -�_ \ N. 4 TP -3 \ \ \ \\* \ :may i4 \ \ \ \ \ \ / / 40 I Scale 1" = 40' 80 Reference: Site Plan based on electronic site plan provided by Kenneth R. Anderson and Associates dated May 25, 2006 and titled "Farnum / Tiede ". 4W ( 5,`1 \ �1 is i, ,'2 \ ` l W Site Plan LEGEND N TP -1 Number and Approximate Location of Test Pit c - 1 Number and Approximate Location of Roadway Cores Cornerstone Phone: (425) 844 -1977 Majestic Homes - Farnum Property Fax: (425) 844 -1987 --� Geotechnical, Inc. File Number Figure 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 2064 I 2 Vicinity Map Cornerstone Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Phone: (425) 844 -1977 Fax: (425) 844 -1987 Majestic Homes - Farnum Property File Number 2064 I Figure 1 Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 10 determined by the ASTM D1557 compaction test procedure. Fill more than 2 feet beneath sidewalks and pavement subgrades should be compacted to at least 90 percent of the maximum dry density. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or groundwater. It is exceedingly difficult under these variable conditions to estimate a stable temporary cut slope geometry. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. For planning purposes, we recommend that temporary cuts in the fill zones and near - surface weathered soils be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:1V). Cuts in the dense drift may stand at a 1H:1V inclination or possibly steeper. If groundwater seepage is encountered, we would expect that flatter inclinations would be necessary. We recommend that cut slopes be protected from erosion. Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHA/OSHA standards. Final slope inclinations for structural fill and the cuts in the native soils should be no steeper than 21-1:1V. Lightly compacted fills or common fills should be no steeper than 3H:1 V. Common fills are defined as fill material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established. Cornerstone Geotechnical, Inc. Unified Soil Classification System MAJOR AJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON number 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO.4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE - GRAINED SOILS MORE THAN 50% PASSES NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE I NORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. 2) Soil classification using laboratory Moist- Damp, but no visible water tests is based on ASTM D 2487 -83. Wet- Visible free water or saturated, 3) Descriptions of soil density or usually soil is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance of soils, and /or test data. Cornerstone .: Phone: (425) 844 -1977 Geotechnical Inc. Fax: (425) 844 -1987 17625 -130th Ave NE, C -102 • Woodinville, WA' 98072 Unified Soil Classification System Figure 3 DEPTH TEST PIT ONE 0.0 - 0.3 GP 0.3 - 2.2 SM 2.2 - 5.6 SM 5.6 - 10.5 SM 10.5 - 12.1 SM 12.1 - 12.7 SP TEST PIT TWO 0.0 - 2.3 2.3 - 2.6 2.6 - 3.8 3.8 - 9.9 TEST PIT THREE USC SOIL DESCRIPTION SM SM SM SM LOG OF EXPLORATION FINE GRAVEL WITH FINE TO COARSE SAND (MEDIUM DENSE, MOIST) (FILL) BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) DARK BROWN TO BLACK SILTY FINE TO MEDIUM SAND WITH GRAVEL ROOTS AND HOUSEHOLD GARBAGE (LOOSE TO MEDIUM DENSE, MOIST) (FILL) BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) (FILL) JUMBLED GRAY BROWN AND BLUISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) (FILL) BROWN FINE TO MEDIUM SAND WITH TRACE ROOTS AND ORGANICS (MEDIUM DENSE, WET) (FILL) SAMPLES WERE COLLECTED AT 8.2, 11.2, 11.8 AND 12.7 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 12.7 FEET ON 3/7/06 DARK GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) DARK GRAY TO BLACK SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (TOPSOIL) BROWN MOTTLED GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 3.4 AND 6.7 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 9.9 FEET ON 3/7/06 0.0 -1.5 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL AND ROOTS (MEDIUM DENSE, MOIST) (FILL) 1.5 - 2.4 SM DARK BROWN TO BLACK SILTY FINE SAND WITH ROOTS AND ORGANICS (LOOSE TO MEDIUM DENSE, MOIST) (TOPSOIL) 2.4 - 5.3 SM BROWN MOTTLED GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) 5.3 - 10.2 SM GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 3.1 AND 7.2 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.2 FEET ON 3/7/06 CORNERSTONE GEOTECHNICAL, INC. FILE NO 2064 FIGURE 4 DEPTH TEST PIT FOUR USC SOIL DESCRIPTION LOG OF EXPLORATION 0.0 - 2.4 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL AND ORGANICS (MEDIUM DENSE, MOIST) (FILL) 2.4 - 6.6 SM JUMBLED GRAY AND BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST TO WET) (FILL) 6.6 - 7.7 SW FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE, WET) (FILL) 7.7 -11.5 GP FINE GRAVEL WITH SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, WET) (FILL) 11.5 -11.9 SM GRAYISH BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE TO DENSE, MOIST) (GLACIAL DRIFT) TEST PIT FIVE 0.0 - 0.6 0.6 - 3.8 3.8 - 8.0 8.0 - 10.5 10.5 - 11.0 TEST PIT SIX SAMPLES WERE COLLECTED AT 3.1, 6.9, 7.9 AND 11.7 FEET MODERATE GROUND WATER SEEPAGE WAS ENCOUNTERED AT 8.5 FEET MODERATE TEST PIT CAVING WAS ENCOUNTERED BELOW 5.2 FEET TEST PIT WAS COMPLETED AT 11.9 FEET ON 3/7/06 SM DARK BROWN TO BLACK SILTY FINE SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (TOPSOIL) SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) SM BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (FILL) SW BROWN FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) SM GRAYISH BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 8.4 AND 11.0 FEET SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 7.3 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 11.0 FEET ON 3/7/06 0.0 - 7.6 SM JUMBLED GRAY AND BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) 7.6 - 9.5 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) 9.5 - 9.7 SM GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 6.6, 8.3 AND 9.7 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 9.7 FEET ON 3/7/06 CORNERSTONE GEOTECHNICAL, INC. FILE NO 2064 FIGURE 5 FIGURE C.2.4.B TYPICAL GRAVEL- FILLED DISPERSION TRENCH FOR BASIC DISPERSION 18' min a a at d d ° d P � N . d Q op V A, d a ° d 4 ° a p 4 4° a a v - ° V V apo ° a o v 4 a ° ° v° ° o V 4 o *e V° D d �� °d°° ° a v n ° * D a ° Q 4 ° 4 � ° a 4 0 v a 4 a °a ° ° a" o 44 oov ° v o ov ° 0 0400 p4 0 ° pp ° �4 p�a 4 ° a 0° o b° . 4 ° o 24" min b TRENCH X- SECTION NTS 5700 sq. ft. >700 sq. ft. NTS slope --P- 4" perf pipe 1 - 3 /4" washed rock level outlet small catch basin or yard drain sa�.a x.25= Fq_otYeg:etatei ": NFFovirpath::Se.gin a rite Simple 10 -foot trench Type I CB �'25�Foo�1/eg�etateel� �� Gawp of kr:_� °eg m en.t: w.rrz Maximum 50 -foot trench w /notch board (see Figure C.2.1.D, p. C -32) PLAN VIEW OF ROOF C.2.4 BASIC DISPERSION 2005 Surface Water Design Manual — Appendix C 1/24/2005 C -53 FIGURE C.2.1.D 50 -FOOT DISPERSION TRENCH WITII NOTCHED BOARD notched grade board 2 "x 2" notches 18" O.C. galvanized bolts pressure 2 "x12' 7—j ✓ \ \ / \� \ j /�!�_� ` treated E \ grade ; board Ai • min min 1' -0 0 ° O ° av ° ° v v ° a ° o ° ° o a 4" x 4' support post filter fabric pipe O.D. ]' 0 1' - min end cap or plug ° 1 v v° /clean out wye from pipe ° v ° a ° - 4" or 6" perforated pipe laid flat /level 0 v a a° v c 0 V Q ° v v o ° ° clean out wye from pipe 0 ° V PLAN NTS pipe O.D. 1' -0 SECTION A -A NTS type 1 CB w /solid cover (locking) ° influent pipe (max design flow <_ 0.5 CFS per trench) + 20% fo .;.>/ 4" or 6" perforated pipe laid flat clean (5 5% fines) 1 - 3 /4 " washed rock NOTES: flow to second dispersal trench if necessary flow o other branching CB's as necessary 2" grade board notches C.2.1 FULL DISPERSION type I CB w /solid cover 18" O.C.. I a 2„ 2" 1. This trench shall be constructed so as to prevent point discharge and /or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. 2005 Surface Water Design Manual — Appendix C 1/24/2005 C -33 Irnportaot IntormatioH About Your Geotecbnical Engineering Report Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. The following information is provided to help you manage your risks. Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set of Project - Specific Factors Geotechnical engineers consider a number of unique, project- specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when its changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones —and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing reportwhose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and /or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vironmental information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASFE- Member Geotechncial Engineer for Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE- member geotechnical engineer for more information. ASFE The Best People ao Earth 8811 Colesville Road /Suite G106, Silver Spring, MD 20910 Telephone: 301 /565 -2733 Facsimile: 301 /589 -2017 e -mail: info@asfe.org www.asfe.org Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with ASFE's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express wntten permission of ASFE, and only for purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other firm, individual, or other entity that so uses this document without being an ASFE member could be committing negligent or intentional (fraudulent) misrepresentation. IIGER06045.OM M AR 1 � ?0 C�' ti1�;, V � Vi OJ p 126th Street Short Plat k1 " 4 4/4 Preliminary Technical Information Report Site Location: 40XX South 126 Street Tukwila, WA 98168 Parcel #s: 7340600661 & 7340600662 Prepared for: Jonathan Harkovich Davis Real Estate Group 1201 Monster Road SW Suite #320 Renton, WA 98055 • STE14° tt/1 EXPIRES 8/07 Brian G. Harron, P.E. PATRICK HARRON & ASSOC., LLC 14900 Interurban Ave. S. Suite 279 Seattle, WA 98168 PHA Project #: 06110 Date: November 2006 P: 12006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc TABLE OF CONTENTS 1. PROJECT OVERVIEW 1 2. CONDITIONS AND REQUIREMENTS SUMMARY 3 3. OFFSITE ANALYSIS (Level 1 Downstream Analysis) 4 Task 1: Study Area Definition and Maps 4 Task 2: Resource Review 4 Task 3: Field Inspection 4 Existing Conditions 5 Tributary Upstream Drainage 5 Task 4: Downstream Drainage System Description and Existing and Potential Problems 5 Downstream Drainage Description 6 Existing and Potential Drainage Problems & Proposed Mitigation 7 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 8 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN 12 6. SPECIAL REPORTS AND STUDIES 16 7. OTHER PERMITS 16 8. TEMPORARY EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN 16 9. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT 17 10. OPERATIONS AND MAINTENANCE MANUAL 17 LIST OF APPENDICES Appendix A — Site Photos Appendix B — Percolation Test 126th Street Short Plat Preliminary Technical Information Report LIST OF FIGURES Figure 1 Vicinity Map 2 Figure 2 Site Plan 3 Figure 3 Existing Site Condition 5 Figure 4 Downstream Drainage Exhibit 6 Figure 5 Downstream Drainage Complaints 7 Figure 6 1998 KCSWDM — Rainfall Region 8 1. PROJECT OVERVIEW This Preliminary Technical Information Report (TIR) is submitted in support ofa preliminary short plat application for 126th Street Short Plat. The proposed work will include demolition of the existing concrete foundation on the east side of the property and the subdivision of the property into 5 residential lots. The project will include installation of concrete curb and gutter, sidewalk, and closed storm drainage pipe and catch basin system along the property frontage on 40 Avenue South and South 126' Street. In addition, individual lot infiltration trenches are proposed to minimize offsite runoff. The following tabulates the project site data: Address: Parcel Number: Site Area (including easements) Site Area (excluding easements and dedication) Zoning: Water: Sewer: Drainage Basin: Special Limitations: P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 1 of 19 126th Street Short Plat Preliminary Technical Information Report 40XX South 126 Street, Tukwila WA, 98168 7340600661 & 7340600662 36,316 sf (0.83 acres) 36,316 sf — 2,223 sf (proposed) — 133 sf (to be dedicated) = 33,960 sf (0.78 acres) LDR District No. 125 Valvue Riverton Creek, Duwamish River None (per City of Tukwila, the site is not located in a Level 2 Detention Area nor an Infiltration Restricted Area) This analysis is completed using the format set forth in the 1998 King County Surface Water Design Manual (KCSWDM) as adopted by City of Tukwila. Per City of Tukwila request, individual lot infiltration systems were designed according to the 2005 KCSWDM. Project Description: Please refer to Figures / — Vicinity' Map and Figure 2 — Site Plan on the following pages to aid in the project description. The project proposes to subdivide a 0.83 acre property into five lots. The site is located south of South 126 Street and east of40 Avenue South in the City of Tukwila. The proposed construction will not add more than 5,000 sf of pollution generating impervious surfaces. Lots 1 -4 will be accessed off South 120 Street to the north. Lot 5 will be accessed off 41s' Avenue South to the east. Individual lot infiltration trenches are proposed. More generally, the site is located in the SEA, SW 1/4, Section 10, Township 23 North, Range 4 East, Willamette Meridian, Tukwila, Washington. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 2 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 1— Vicinity Map 1 TYPE -1 G TE 65.74 12' IE 82.7 126th Street Short Plat Preliminary Technical Information Report 1 I 1 1 INFILTRATION RENcH Nc 301x4'vn4'D TOP 83t 1 4 • IE 80.5 OVERFLOW PATH (SHEET TYP) Figure 2 — Site Plan e . SrA: 3+39.33 13.10'RT C 1Y• - 7 46 SLL GRATE 60.6 12• IE 77,6 PATCH AC 4' IE 68.0 1D' 63 6L - .- I INFILTRATION I "' - 30 1 ~ - - •` _ ~I - '• , TOP 913 1 — — _ ♦ IE 66.5 t 'Y +- 1 � ', 178 Li tr SO O mix_ " -" j 8 -" I S 1X- L1 ` __. .y - 'i • 4--2.‘-:!..-.M.—:- 22 % 1 l'': .1 . 7X _ - - _.y._- Sa -- '• • _. _ . lt Z . r i� _� 4 - • _.+ - _-. A +05156 f541 -L 1 Z _ i --t- l:- c _ "_ ST 7 - lcl --L ` V- TCN 1 1 �/.r/.. O�4NF0i [q. p�p1ry/�F Y �PR - A te_... • 'A'WA �.. 6FILTRATOH TRENCH 6" E em 9 9 L / STEIP'O ER SNOWY 51, 12' IE�76' '__ - OVERFLOW 575TEt/ si wD4FLeNRT PuT INFILTRATION {211:1■) 9 LF b 8' IE 98.25 DEVELOPMENT TO SOUTH 2- fi (TO DE CO3R5NATED YAM PROJECT CINL ENGINEER) 2. CONDITIONS AND REQUIREMENTS SUMMARY CORE REQUIREMENT #1: Discharge at the Natural Location The discharge from the proposed project will be collected and directed the drainage system on the east side of 40 Avenue South as it did in the existing condition. CORE REQUIREMENT #2: Offsite Analysis See the Level 1 Downstream Analysis included in Section 3 of this TIR. CORE REQUIREMENT #3: Flow Control Individual lot infiltration trenches are proposed for this development. See Section 4. CORE REQUIREMENT #4: Conveyance System See Section 5. CORE REQUIREMENT #5: Erosion and Sediment Control A construction entrance, silt fencing, and appropriate cover measures will be provided for erosion and sediment control for the site. See Section 8. CORE REQUIREMENT #6: Maintenance and Operations A Maintenance and Operations Manual will be provided at the time of final engineering. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 3 of 19 CORE REQUIREMENT #7: Financial Guarantees and Liability The Owner and or the contractor will provide the required bond and liability assurances. CORE REQUIREMENT #8: Water Quality No water quality is required for the site since the proposed improvements do not exceed the 5,000 sf threshold for pollution generating impervious surfaces. SPECIAL REQUIREMENT #1: Other Adopted Area - Specific Requirements Not applicable. SPECIAL REQUIREMENT #2: Flood Hazard Area Delineation Not applicable. SPECIAL REQUIREMENT #3: Flood Protection Facilities Not applicable. SPECIAL REQUIREMENT #4: Source Controls Not applicable. SPECIAL REQUIREMENT #3: Oil Control Not applicable. 126th Street Short Plat Preliminary Technical Information Report 3. OFFSITE ANALYSIS (Level 1 Downstream Analysis) Task 1: Study Area Definition and Maps The study area includes research on upstream areas to the north of the property and that of the drainage system downstream of the property beyond the quarter -mile downstream point. The extent of the downstream drainage analysis and study area will extend beyond the quarter -mile downstream point, just beyond South 124 Street on East Marginal Way South as shown in Figure 5 — Downstream Drainage Exhibit included under Task 4. Task 2: Resource Review The following resources and documents were reviewed in preparing this analysis. Pertinent maps from these reports have been included in this study. 1. Percolation Test Report — Appendix B 2. King County Surface Water Design Manual (1998) 3. King County iMAP Task 3: Field Inspection Field investigation was performed on October 26, 2006, a clear and windy day by a representative of Patrick Barron & Associates. Please refer to Figure 3 - Existing Site Conditions below to aid in the following description. P: \2006 \06110 126th Street SP \ Text \Storm Reports \06110 Storm Report.doc Page 4 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 3 — Existing Site Conditions PROJECT SITE 0.83 AC Existing Conditions See Existing Conditions Photos (ECPs 1 -8) in Appendix A. Topography of the site slopes generally towards the southwest corner of the site with about 20% of the site sloping towards the southeast corner. Relief across the site is about 24 ft with grades ranging 3 -70 %. A concrete foundation exists in the easterly portion of the site. Ground cover consists of approximately 20% thick pasture grasses with the remainder being shrubs and 2 growth forest (see ECP1 & ECP2). The site is fronted to the east by 40 Avenue South (ECP3), to the north by South 126 Street (ECP4), and to the west by 40 Avenue South (ECP8). No improvements (sidewalk, curb and gutter) exists on these streets along the frontage of the project site. Two drainage basins exists onsite, Basin A (west) and Basin B (east), 0.68 acres and 0.15 acres, respectively. Based on the Percolation Test provided for the site (see Appendix B), soils onsite are infiltrative. Stormwater which is not infiltrated onsite would sheet flow over the existing vegetation to the neighboring properties to the south. Tributary Upstream Drainage Based on topographic survey and field investigation, it appears that only 0.15 acres of road fronting the site (south half of South 126 Street and east half of 40 Avenue South) is tributary to the site. Task 4: Downstream Drainage System Description and Existing and Potential Problems Please refer to and Figure 4 - Downstream Drainage Exhibit to aid in the following description. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 5 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 4 — Downstream Drainage Exhibit Downstream Drainage Description See Downstream Photos (DSPs 1 - 3) in Appendix A. Basin A (West) Runoff from the majority of the site (0.68 acres) sheet flows southwest through neighboring undeveloped parcels ( #s: 734060-0661&0664) then is collected in a grass -lined v -ditch system along the east side of 40 P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 6 of 19 126th Street Short Plat Preliminary Technical Information Report approximately 3ft wide x 1.5ft deep and drains south at 10 +% slope toward the intersection of 40 Avenue South and South 128 Street approximately 3OOft downstream of the site. At the intersection, the ditch transitions to a 5ft wide x 2.5ft deep section (DSP2) and conveys flow west for approximately 7Oft beneath South 128 Street in an 18" concrete culvert to a catch basin on the east side of East Marginal Way South (DSP3). Downstream drainage continues approximately 45ft to a catch basin on the west side of East Marginal Way South. The drainage system in East Marginal Way South continues downstream along the west side of the thoroughfare (assumed at shallow grade or 1 -2% based on road grade) in a northwesterly direction until reaching the quarter -mile downstream point just beyond South 124 Street. Basin B (East) Runoff from the eastern portion of the site (0.15 acres) sheet flows southeast through neighboring properties and into the creek passing beneath Highway 599 and Interurban Avenue which ultimately flows into the Duwamish River approximately 7OOft downstream of the site. No drainage problems were observed on the day of the field investigation. Note that above described downstream drainage course would be for stormwater that is not infiltrated onsite. Existing and Potential Drainage Problems & Proposed Mitigation From King County records, there were no drainage problems documented for the area within the quarter - mile downstream point of the project site (see Figure 5— Downstream Drainage Complaints). However, there were documentation of drainage problems within the quarter -mile proximity of the downstream drainage path of the site but is shown to have been resolved (per King County iM AP) since the late 8O's. Documented drainage problems for downstream properties within the proximity of the site are shown in the above Downstream Drainage Exhibit in orange hatch. Documentation of their status is provided in Figure 5 — Downstream Drainage Comp /aints below. Figure 5 — Downstream Drainage Complaints Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1988 -0291 CLOSED DRNG C 4/25/198 10/7/198 33E 12633 35TH AVE S 734060062 625D RUNOFF /SILTS IN POND 8 8 4 2 7 2 1989 -0581 CLOSED SILTATO C 9/8/1989 10/5/198 33E 12633 35TH AVE 734060062 625D RIVERTON HOSP RUNOFF N 9 4 2 7 Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1988 -0108 CLOSED DRNG C 2/17/198 3/29/198 33E 3519 128TH ST 735960001 625D WATER IN BACK YARD 8 8 4 5 7 Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1982 -0200 CLOSED C 5/7/1982 5/7/1982 33E 12802 37TH AVE S 734060078 655D STREAM DRIED -UP 5 2 2 Rec Complaint Status Problem Type Reed Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1977 -0019 CLOSED FLDG C 9/16/197 9/16/197 33E 3717 S 128TH S 734560093 655D WEST OF TUKWILA/EAST OF RIVERTON HOS 7 , 7 5 T 5 2 P Note that this is a list of only several properties out of area within the' /4 -mile radius but not within the' /4- mile downstream path. All are similar in nature and have all been closed. According to City of Tukwila there are no documented drainage problems within the area with the P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 7 of 19 P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 8 of 19 126th Street Short Plat Preliminary Technical Information Report According to City of Tukwila there are no documented drainage problems within the area with the exception of flooding within Riverton Creek. No drainage problems are anticipated from the proposed development. Drainage from the proposed homes and driveways are proposed to be infiltrated and should not have any adverse impacts on downstream properties. 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The project proposes individual lot infiltration trenches. It is assumed that the homes proposed for these lots will cover approximately 1,500 sf of footprint area. Including driveways, the impervious area per lot would be about 0.04 acres (1,500 sf home + 20' x 12' driveway). The proposed infiltration trenches are designed to infiltrate up to the 100 -year peak storm event as sized using the King County Runoff Time Series (KCRTS) program shown on the following pages. No water quality is required for the site since the proposed improvements do not exceed the 5,000 sf threshold for pollution generating impervious surfaces. Figure 9 below shows the rainfall region and scale factor used in the KCRTS program. Figure 6 — Rainfall Regions and Regional Scale Factors Rainfall Regions and Regional Scale Factors r - 1 Incapomted Rir&Anke ----- Major MejorRoet/ Estimated Inflow P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 9 of 19 126th Street Short Plat Preliminary Technical Information Report KCRTS Output (parameters: SeaTac, Scale Factor 1.0, hourly time steps) OKCRTS King County Runoff Time Series Program Version 4.42b All files will be read /written in the Working Directory Working Directory:T:\06110 126TH ST KCRTS\Inf Trench KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea -Tac Computing Series : HOME &DRIVE.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File :C:\KC_SWDM\KC_DATA\STEI6OR.rnf 8 Impervious 0.04 acres Scaling Yr: 8 Total Area : 0.04 acres Peak Discharge: 0.019 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:HOME &DRIVE tsf 8 Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage /Discharge curve:home &drive.tsf Flow Frequency Analysis Time Series File:home &drive.tsf Project Location: Sea -Tac Frequencies & Peaks saved to File:HOME &DRIVE.pks - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.010 6 2/09/01 2:00 0.008 8 1/05/02 16:00 0.012 3 12/08/02 18:00 0.010 7 8/26/04 2:00 0.012 4 10/28/04 16:00 0.011 5 1/18/06 16.00 0.015 2 10/26/06 0:00 0.019 1' 1/09/08 6.00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.019 1 100.00 0.990 0.015 2 25.00 0.960 0.012 3 10.00 0.900 0.012 4 5.00 0.800 0.011 5 3.00 0.667 0.010 6 2.00 0.500 0.010 7 1.30 0.231 0.008 8 1.10 0.091 0.017 50.00 0.980 Infiltration Facility Sizing: P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 10 of 19 126th Street Short Plat Preliminary Technical Information Report Trench Dimensions: 30'L x 4'W x 3'D Design Infiltration Rate (per Section 5.4 Infiltration Facilities of the 2005 KCSWDM): 'design = 'measured Ftesting Fgeometn Fplugging where 'measured = 4.14 in/hr (based from slowest rate from Percolation Test Report by R.A. Owen included in Appendix B) Ftestin = 0.50 (ASTM D3385 method) F = 4D /W + 0.05 = 4(3/2) +0.05 = 6.05 4 use 1.0 max F p l ugg i ng = 0.9 medium sands 'design- 4.14 in /hr x 0.5 x 1.0 x 0.9 = 1.86 in/hr (32.26 min /in) Retention /Detention Facility Type of Facility: Gravel Infiltration Trench Facility Length: 30.00 ft Facility Width: 4.00 ft Facility Area: 120. sq. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 108. cu. ft (@ 30% voids) Vertical Permeability: 32.30 min /in Permeable Surfaces: Bottom Riser Head: 3.00 ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.06 0.06 2. 0.000 0.000 0.01 0.16 0.16 6. 0.000 0.000 0.01 0.26 0.26 9. 0.000 0.000 0.01 0.36 0.36 13. 0.000 0.000 0.01 0.46 0.46 17. 0.000 0.000 0.01 0.56 0.56 20. 0.000 0.000 0.01 0.66 0.66 24. 0.001 0.000 0.01 0.76 0.76 27. 0.001 0.000 0.01 0.86 0.86 31. 0.001 0.000 0.01 0.96 0.96 35. 0.001 0.000 0.01 1.06 1.06 38. 0.001 0.000 0.01 1.16 1.16 42. 0.001 0.000 0.01 1.26 1.26 45. 0.001 0.000 0.01 1.36 1.36 49. 0.001 0.000 0.01 1.46 1.46 53. 0.001 0.000 0.01 1.56 1.56 56. 0.001 0.000 0.01 1.66 1.66 60. 0.001 0.000 0.01 126th Street Short Plat Preliminary Technical Information Report 1.76 1.76 63. 0.001 0.000 0.01 1.86 1.86 67. 0.002 0.000 0.01 1.96 1.96 71. 0.002 0.000 0.01 2.06 2.06 74. 0.002 0.000 0.01 2.16 2.16 78. 0.002 0.000 0.01 2.26 2.26 81. 0.002 0.000 0.01 2.36 2.36 85. 0.002 0.000 0.01 2.46 2.46 89. 0.002 0.000 0.01 2.56 2.56 92. 0.002 0.000 0.01 2.66 2.66 96. 0.002 0.000 0.01 2.76 2.76 99. 0.002 0.000 0.01 2.86 2.86 103. 0.002 0.000 0.01 2.96 2.96 107. 0.002 0.000 0.01 3.00 3.00 108. 0.002 0.000 0.01 3.10 3.10 108. 0.002 0.308 0.01 3.20 3.20 108. 0.002 0.871 0.01 3.30 3.30 108. 0.002 1.600 0.01 3.40 3.40 108. 0.002 2.390 0.01 3.50 3.50 108. 0.002 2.670 0.01 3.60 3.60 108. 0.002 2.930 0.01 3.70 3.70 108. 0.002 3.160 0.01 3.80 3.80 108. 0.002 3.380 0.01 3.90 3.90 108. 0.002 3.590 0.01 4.00 4.00 108. 0.002 3.780 0.01 4.10 4.10 108. 0.002 3.970 0.01 4.20 4.20 108. 0.002 4.140 0.01 4.30 4.30 108. 0.002 4.310 0.01 4.40 4.40 108. 0.002 4.470 0.01 4.50 4.50 108. 0.002 4.630 0.01 4.60 4.60 108. 0.002 4.780 0.01 4.70 4.70 108. 0.002 4.930 0.01 4.80 4.80 108. 0.002 5.070 0.01 4.90 4.90 108. 0.002 5.210 0.01 5.00 5.00 108. 0.002 5.350 0.01 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.01 0.00 0.00 1.95 1.95 70. 0.002 2 0.02 * * * * * ** 0.00 3.00 3.00 108. 0.002 3 0.01 * * * * * ** 0.00 1.69 1.69 61. 0.001 4 0.01 * * * * * ** 0.00 3.00 3.00 108. 0.002 5 0.01 * * * * * ** 0.00 1.80 1.80 65. 0.001 6 0.01 * * * * * ** 0.00 1.62 1.62 58. 0.001 7 0.01 * * * * * ** 0.00 0.58 0.58 21. 0.000 8 0.01 * * * * * ** 0.00 0.42 0.42 15. 0.000 Route Time Series through Facility Inflow Time Series File:home &drive.tsf Outflow Time Series File:rdout Inflow /Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: 0.019 CFS at 6:00 on Jan 9 in Year 8 0.003 CFS at 8:00 on Jan 9 in Year 8 3.00 Ft 3.00 Ft 108. Cu -Ft P:\2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 11 of 19 126th Street Short Plat Preliminary Technical Information Report Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.000 5 2/09/01 19:00 0.000 8 1/05/02 17:00 0.000 4 2/27/03 10:00 0.000 7 8 /26/04 3:00 0.000 6 10/28/04 19:00 0.000 2 1/18/06 21:00 0.000 3 11/24/06 6:00 0.003 1 1/09/08 8:00 Computed Peaks 0.002 Ac -Ft Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) (ft) Period 0.003 3.00 1 100.00 0.990 0.000 3.00 2 25.00 0.960 0.000 2.50 3 10.00 0.900 0.000 2.12 4 5.00 0.800 0.000 1.80 5 3.00 0.667 0.000 1.69 6 2.00 0.500 0.000 0.58 7 1.30 0.231 0.000 0.42 8 1.10 0.091 0.002 3.00 50.00 0.980 No overflow shown for 100 year peak storm 4 OK Per 2005 KCSWDM infiltration trenches are sized by length per square footage of roof impervious surface. Trench Length (2' width) = roof square footage x length /1,000 sf of roof area = 1,500 sf (estimate) x 301f/1,000 sf (medium sands) = 45 If 3 45'L x 2'W = 90 sf Trench Length Provided 30'L x 4'W =120 sf> Required 90 sf (33% F.S.) 4 OK 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN No "defined" drainage system exists onsite or offsite. No curb or pipe drainage systems exist within the property frontage on 40 Avenue South or South 126 Street. The proposed drainage system will consists of curb, gutter, and closed pipe and catch basin system in the frontage roads. Onsite drainages systems will consist of individual lot infiltration trenches with overflow systems and a ditch to pipe system in the case the infiltration system capacities are exceeded. The following show the estimated tributary flows to each system and calculated capacities. KCRTS Output (parameters: SeaTac, Scale Factor 1.0, 15- minute time steps) P: \2006 \061 10 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 12 of 19 Estimated Flows P: \2006 \06110 126th Street SP \Text \Storm Reports\061 10 Storm Report.doc Page 13 of 19 126th Street Short Plat Preliminary Technical Information Report 40 KCRTS 1 f� i A �� , �' WM+en i , . Flow Frequency Analysis Time Series File:lac- imp.tsf Project Location.Sea -Tac Retention /Detention Facility Design End Sizing Retention /Detention Facility KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location Sea -Tac Computing Series lAC- IMP.tsf Regional Scale Factor : 1.00 Data Type Reduced Creating 15- minute Time Series File Loading Time Series File: C:\KC_SWDM\KC_DATA'STEI15R.rnf 8 Impervious 1.00 acres Scaling Yr. 8 Total Area : 1.00 acres Peak Discharge: 1.18 CFS at 6:30 on Jan 9 in Year 8 Storing Time Series File:1AC- IMP.tsf 8 Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage / Discharge curve:lac- imp.tsf Frequencies & Peaks saved to File:1AC- IMP.pks - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.476 6 8/27/01 18.00 0.332 8 9/17/02 17.45 0.901 2 12/08/02 17:15 0.383 7 8/23/04 14 0.505 5 10/28/04 16:00 0.532 4 10/27/05 10:45 0.646 3 10/25/06 22:45 1.18 1 1/09/08 6:30 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 1.18 1 100 00 0.990 0.901 2 25.00 0.960 0.646 3 10.00 0.900 0.532 4 5.00 0 800 0.505 5 3.00 0 667 0.476 6 2.00 0.500 0.383 7 1.30 0.231 0.332 8 1.10 0.091 1.09 50.00 0.980 Using the KCRTS program to generate peak runoff conservatively assuming 100% impervious area, it was estimated that the flow per acre for the 100 -year peak storm event is 1.18 cfs /ac. Off -site System (frontage pipe system on 40 Avenue South and South 126 Street): Tributary Area = 1.25 acres Tributary Flow = 1.18 cfs /ac x 1.25 acres = 1.48 cfs On -site System (overflow): Tributary Area = 0.83 acres Tributary Flow = 1.18 cfs /ac x 0.83 acres = 0.98 cfs 126th Street Short Plat Preliminary Technical Information Report Individual Lots Tributary Area = 8,241 sf (max lot size) = 0.19 acres Tributary Flow = 1.18 cfs /ac x 0.19 acres = 0.22 cfs System Capacity (Manning's) Off -site and Onsite: Pipe (12" diameter pipe @ 3.58% minimum design slope): Manning Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 12.0000 in Depth 12.0000 in Slope 0.0358 ft /ft Manning's n 0.0120 Computed Results: Flowrate 7.3029 cfs Area 0.7854 ft2 Wetted Area 0.7854 ft2 Wetted Perimeter 37.6991 in Perimeter 37.6991 in Velocity 9.2983 fps Hydraulic Radius 3.0000 in Percent Full 100.0000 % Full flow Flowrate 7.3029 cfs Full flow velocity 9.2983 fps Pipe Capacity = 7.30 cfs 4 > 1.48 cfs 4 OK V -Ditch On -site System (overflow): Channel Calculator Given Input Data: Shape Trapezoidal Solving for Flowrate Slope 0.0050 ft /ft Manning's n 0.0300 Depth 12.0000 in Height 120000.0000 in Bottom width 0.0000 in Left slope 0.5000 ft /ft (V /H) Right slope 0.5000 ft/ft (V /H) P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 14 of 19 P: \2006 \06110 1260 Street SP \Text \Storm Reports \06110 Storm Report.doc Page 1 5 of 19 126th Street Short Plat Preliminary Technical Information Report Computed Results: Flowrate 4.0966 cfs Velocity 2.0483 fps Full Flowrate 4.0966 cfs Flow area 2.0000 ft2 Flow perimeter 53.6656 in Hydraulic radius 5.3666 in Top width 48.0000 in Area 2.0000 ft2 Perimeter 53.6656 in Percent full 100.0000 % Critical Information Critical depth 9.1716 in Critical slope 0.0210 ft/ft Critical velocity 3.5065 fps Critical area 1.1683 ft2 Critical perimeter 41.0165 in Critical hydraulic radius 4.1016 in Critical top width 36.6862 in Specific energy 1.0652 ft Minimum energy 1.1464 ft Froude number 0.5107 Flow condition Subcritical Channel Capacity = 4.10 cfs 4> 1.48 cfs 4 OK Individual Lot (6" diameter @ 0.5% min): Manning Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 6.0000 in Depth 6.0000 in Slope 0.0050 ft /ft Manning's n 0.0120 Computed Results: Flowrate 0.4298 cfs Area 0.1963 ft2 Wetted Area 0.1963 ft2 Wetted Perimeter 18.8496 in Perimeter 18.8496 in Velocity 2.1891 fps Hydraulic Radius 1.5000 in Percent Full 100.0000 % Full flow Flowrate 0.4298 cfs Full flow velocity 2.1891 fps Critical Information Critical depth 4.7575 in Critical slope 0.0084 ft /ft Critical velocity 3.5483 fps Critical area 0.1714 ft2 Critical perimeter 12.9398 in Critical hydraulic radius 1.9075 in Critical top width 6.0000 in Specific energy 0.6154 ft Minimum energy 0.5947 ft Froude number 0.7191 Flow condition Subcritical Pipe Capacity = 0.43 cfs 4> 0.22 cfs OK All proposed systems are shown to have adequate capacity to convey estimated flows. Note that flows are conservatively estimated assuming 100% impervious area and that design flows used were those generated for the 100 -year peak storm event which exceeds those of the 25 -year event as required by the 1998 KCSWDM. 6. SPECIAL REPORTS AND STUDIES • Percolation Test Report, prepared by Robin A. Owen for Keystar, Inc., received by the City of Tukwila in April 2000. Report included in Appendix B. 7. OTHER PERMITS None at this time. 8. TEMPORARY EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN Temporary Erosion and Sedimentation Control measures that minimize the transportation of sediments to the drainage system have been proposed. Siltation fences and a rock construction entrance will be the primary BMP's. It is likely that the developer will be grading the site in stages per each lot. Additional BMP's may be required if mass - grading of the site occurs. It is anticipated that there is little potential for erosion to downstream properties since very little grading is proposed near the bottom slope of the lots to the south. The installation of the filter fence should P: \2006 \06110 126th Street SP \Text \Storm Reports\06110 Storm Report.doc Page 1 6 of 19 I 26th Street Short Plat Preliminary Technical Information Report P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 17 of 19 126th Street Short Plat Preliminary Technical Information Report adequately protect the downstream area from any adverse erosion impact. 9. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT The Owner and or the contractor will provide the required bond and liability assurances. 10.OPERATIONS AND MAINTENANCE MANUAL The proposed drainage facilities (infiltration trenches, pipes, and ditch) will remain private and will be maintained and operated by the owner. Appendix A — Site Photos EXISTING CONDITIONS PHOTOS (ECP): ECP1: Looking toward southwest corner of the property from South 126 Street showing land cover and topography. ECP2: Looking toward the southwest potion of the property from South 126 Street showing general shrub and 2 growth forest land cover. ECP3: Looking toward southeast corner of property along 41st Avenue South showing frontage (no improvements). ECP4: Looking west along South 126` Street from intersection with 41s Avenue South (high point) showing existing pavement along frontage (no improvements to either side). ECPS: Looking west along South 126 Street at road transition to 40 Avenue South showing grade of road. ECP6: Looking east along South 126 Street near 40 Avenue South showing road grade and utility poles and luminares to be relocated. ECP7: Looking south along the west side of 40 th Avenue South showing thickend edge curb. ECP8: Looking south along the east side of 40` Avenue South showing existing pavement (no improvements). DOWNSTREAM PHOTOS (DSP): DSP1: Looking south along the east side of 40 Avenue South from southwest corner of property showing existing downstream ditch (approximately 3 ft wide x 1.5 ft deep). DSP2: Looking northwest toward 12" concrete culvert crossing west beneath 40` Avenue South near its intersection with South 128 Street (approximately 5ft wide x 2.5ft deep). DSP3: Looking south along East Marginal Way South showing downstream catch basin from 12" culvert. No standing water was observed in catch basin on this day. DSP4: Looking northwest along the west side of East Marginal Way South from the South 128 Street. Appendix B — Percolation Test Report KEYSTAR, INC. RESIDENTIAL BUILDING PERMITS CITY OF TULWILA PUBLIC 'WORKS: COMMENTS D2000- 035, 36; 37, & 38 .... APRIL 24, .: WRITTEN DESCRIPTION ON CONSTRUCTION STAGING Site clearing was completed in March 2000 'and s_ubsequently.stopped by city of • Tuliyrela. Erosion control :was placed in the -form of sediment fabaic "fence along the'perimeter and hydroseeding on those areas exposed and•not..Wdrked. The site was fns "ected ofi P 461' � 5; 2000 and the parcels cleared areas were stabilized and the fabric fence upright arid- functioning. Na erosion was noted. Clearing limits are the full: site areas for each lot and eroposed;'lot men residential building commences due t o the configuration, :size, and area mf the : lots.. Total area of the 8 Tots; is about 2 acres The 'Iwo parcels to' 2.6 the south of South 1' Street are ini the process of ,being short plat, � theref ore' here are .only: - two legal lots south of South 1 Str`.eet.and.six lots.nmrth of - - _ at this time for :residential construction permit purposes: ` • Residential building .pennit applications -, have been:: submitted-.and • are being • processed by the .City of and . the applicant is providing supplemental information' as- requested, including this resubmittal. • Residential _construction will commence just as soon as the permits . are issuer by the City Of Tukwila. 5rosion ,. ...� - -- .. nd. will be ---- -- part �. ... permit JuIuluVgIJ C placed during construction to prevent sediment from leaving the site. 4422 187th Place S.E. • Issaquah; WA 98027 • 425/643 -3560 • FAX 425/641 -5095 R. N. PARNELL COMPANY CIVIL ENGINEERING • WATER RESOURCES ENGINEERING MANAGEMENT • ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT c 442,1, 11 . 4 APR 2 6 moo p6414 rc 1( C IVED APR 2 8 no° TUKWIJA PUBLIC WORKS 1 JL'T lM 11-7'.Qr'O P_iv41 C M eS�.D' -- '2 /N /0.7 L'7 ! f'?7/ /.'.9s, n c - �` ;&ST , { &T /-r7 .e4 , c) -- s- . - / /Abe/, Ot tt Z7 'z• S4'- 2 . GL tq7 .ale--Z ' - // . (C.41: _ .9 /° /ax''" / iP i oaf $ d !7 //yy J5,oA ' /SaU = /, , eit 4 7c4 fret -1? - /. Go X /o '��-- �e. ot44.F.rti3"i'o ` -- i/a e /fT 2 V'®j7, 7 Aar 04,07 SC ksriza 4v, / S vfi 7 ° m RECEIVED OITY OF TUKWILA APR 2 6 2000 PERMIT CENTER RECEIVED APR 2 8 2000 TUKWILA PUBLIC WORKS ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 -FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE 'BELLEVUE WA 98004. R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER KING COUNTY CERTIFIED # D0032 SEWAGE. DISPOSAL DESIGN PERCOLATION TEST REPORT SUBJECT PROPERTY: LOT PARCEL # 734060 - 0662 (A) PARCEL # 734060 - 0661 (H HOLE It 1 3 4 2 3 4 6 8 STABILIZED PERCOLATION RATE DEPTH (MINUTES PER INCH) 34" I 11.5 29" 1 12 28" 1 12.5 33" 1 13 29" 14.5 32" 1 .13.5 27" 11.5 30" 1 13 30" - I 14 26" I 13.5 32" 1 14 28" 1 14.5 1 ) 2000 ° RECEIVED • In 41 "APR �� f PR282OOO TUKWILA P PUBLIC WORKS 2/28/_ OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 RECEIVED CITY OF TUKWILA\ CENTER R. A. OWEN REC fvED CiTY OF TUKWII.A APR 2 9nnn ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE BELLEVUE WA 98004 R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER I KING COUNTY CERTIFIED # D0032 I SOIL TESTING PERCOLATION TEST REPORT STABILIZED PERCOLATION RATE SUBJECT PROPERTY: SQUIRES REPLAT: RECEIVED RECEIVED CITY OF TUKWILA 2/28/0 APR 2 6 2000 APR 2 8 IJEr1Mrr CENTER TUKWILA p PUBLIC WORK A. OWEN OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 RECEIVED crry OF TUKWILA •:.= - 2 L. CENTER 06 0 5 o3 4 cJ 02 01 132.5 0 7 PARCEL # 734060 - 0661 0 /Ty 08 0 2 co 13.64 03 0 1 04 PARCEL # 734060 - 0662 CIA,' 144.7 SCALE: 1" = 50' 40TH AVE S E r? CA i— 0 2 t° 110 45.04 5 0 02 50.04 01 6 50.04 02 0 1 7 02 50.04 0 1 8 0 2 45.74 01 9 02 45.04 0 1 10 FINCEIVED @ITV PF TUKWILA • APR 212000 PErimff OfiNTER RECEIVED APR 2 82O00 TUKWILA PUBLIC WORKS RECEIVED crry OF TUKWILA — 2 PERMIT CENTER CITY OF TUKWIL4 • Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98 08 rIAgant Signature s." The proposed. project Is within �. 2. o Improvements required. - Nee upends most lima,' roam a needed). -. I hereby amllVy that the above information Is true end correct. Ate Agency/ hone z c6 - '2c 2— q CERTIFICATE OF WATER AVAILABILITY , t If outside Site eddrese (Audi mop and jogai description shcwin9 hydnad location and size al mein): This oerUDOate Is for the meposr.a of Residerdio1Bulldin9 Penn Prellminery Plat Commerciallinduatdal Building Pemli IDI Rezone Estimated number of service oonnetdlone and water meter elze(e): _ vehicular distance from nearest hydrant 16 the closest point of structure Is t. Aree Is Served by (Water Utility District): i b CJJ Yw r r `- \ l ClJ� `" :Ttrlit Center/Build Division. 2Q6 3w lQ Public Wer1u Department: 206.433 - 3179 Planning Division: 206 -431 -3 C3 Short Subdivision ❑ Other .—._ __-^ bI la-dlab D ata This certificate is not valid without water District No. 125'8 attachment entitled "Attachment to Certificate of water Availability." PERMIT NO.: 21 , +MU;vt ly Paii EIVT .11 • 1'.x':1 , f• II�•i ^ \nom .�r��., 6 fnq14tJi5 bbiASO o•+rbu Rd • "1'12,01 P ho n e: 't l$ r to i ,t - 73404 , P one: Nerve: LIA.K4 e Address: am M6 se Rd- dw 25- 27.8.5454 d.►7e�, W►t ' vt)55 (C►tyICounty) 3. The Improvements required to upgrade the water system to brine 11 Into compliance wtlh the utilluea' comprehensive plan or M meet the minimum flovii requirements bf the project before connection and to meet the State cross connection control requirements: _ 1 i risio ,'.d(Zrij yr .gyp rr —L ail:' +x •✓ { 4. Based upon the Improvements Dated above, water can be prwlde end wip be available at tie site wi h a flow of 4 Y 15 0pr at 30 psi residual tar s curates of 1 hours ate velocity of f 5 fin as documented by the attached calculation°. 6. water availability: 0 Acceptable service can be provided to this project Acceptable service cannot be pmvlded to tide protect unities the improvomente in item B-2 are met. U _ System Is not capable of providing eeiyjoe to this proje�,. Date 1 — z.._. G • 7 'P A Compl by ` 1x 1 r ..- .. . � ted Vi l .., . C,:�r ...<.. ... .h':- : .nst•.i. Purpose of Certificate: ❑ Building Permit DA Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: % � QV/J Co »t - �� Phone: ' �5l Z 5 -a•� �1r�1 / Y KC � � . . Property Address or Approximate L lion: J Tax Lot. Number" . 4oxe. s, 12.61'' 1 7.Vi 664 — 0662 Legal Description(Attach Map and Legal Description if necessary): Part B (To Be Completed by S ewer Agency) 1. 51 a. Sewer Service will be provided by side sewer connection only to an existing 6 it size sewer I) feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system ot'. ❑ (1) - feet of sewer trunk or lateral to reach the site; and/or • ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) • ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. CP a The proposed project is within the corporate limits of the District, or has beer= granted Boundary . Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /0.10 w a. District Connection Charges due prior to connection: GFC: $ PS - V 12°. SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $ 4250 .70 /residential equivalent, wit be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ® May be Required c. Other: P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242 -1527 ".YUf TUNA AP 4 o r(TF_4,_JJ V:R 0,4f.fP'J7 CE RTIFICATE OF;SEWER AVAILABIILITY /PION AVAILABILITY. •fir . 1:8! Certificate of Sewer Availability OR 0 Certificate of Sewer Non- Availabl' OX i hereby certify that the ab ve sewer agency information is true. This certification shall be valid for one year fro a date of sig MGna3u' i 11 /0‘ B y Title Date b ATTACHMENT TO ..: • VAL VISE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms 'and conditions apply to the attached _Val Vue Sewer District ( "District ") Certificate of Sewer Availability ion Availability ( "Certificate'•'). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for,the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or. City of Seattle. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary pennits,,;approvals • and. authorizations: In addition, the governmental• may establish requirements that mart be satisfied as a condition of granting •anysuch permits; atpprovals• or authorizations, which may mike impractical or impossible the provision of sewer services to the Property. 5. Application foi and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the aid dnditions herein. Appli s Si Date FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: re sacGA F File Number: / C — 7 — C / E2. Application Complete (Date: q1131 Project File Number: 'l—1 t= L��6.; �. c 'I Application Incomplete (Date: ) Other File Numbers: L E v'7 -D - Name: VD Ji /// /7#,V,49,/11/ E -mail: Signature: CITY OF TUKWILA 1. 1 ) , 01 , Department of Community Developmer + ` i 6300 Southcenter Boulevard, Tukwila, WA 9818$` Telephone: (206) 431 -3670 FAX (206) 431-M, ,;., . , E - mail: tukplanOci.tukwila.wa.us L4.•A II , ' V/ °rT NAME OF PROJECT/DEVELOPMENT: ,1-4 7Z6�,sr 5/4 PGA' lax, Sit /%6a sr- 7 ' /G4 ze0 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 700600W 11906'0°66i DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Address: /Z&/ /x/v .'DAo S) Sr-E A Phone:'4/ 925 -Z#- -593' Z3v(G>i5 FAX: 4' ZS— Za Date: f fR l SHORT PLAT (P -SS) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. P.\Planning Fop pplicauonslSHORTPLT - June 2006 doc, June 19 2006 Check items submitted with application Information Required. May be waived in unusual cases,: upon approval of Public Works and/or Planning APPLICATION MATERIALS: • 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (4 copies). 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). V 4. One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". 5. Application Fee — up to 41ots in LDR $585, other zones $1,170. - 5 to 9 lots in all zones $1,170. 6. SEPA Environmental Checklist (for projects with 5 -9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review or involves a short plat of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. If the project involves a short plat of 5 -9 lots: Payment of a $100 mailing label fee to the City of Tukwila or Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple- family buildings --e.g. apartments, condos, trailer parks - -must be included (see Public Notice Mailing Label Handout). 9. If the project involves a short plat of 5 —9 lots: If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ;.7 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. • 2. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines . and Sensitive Area Special Study Guidelines (online at , www. ci .tukwila.wa.us /dcd /dcdplan.htm) for additional information. 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206- 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). P:\Planning Forms1Applications\ShortPlat- 6- 06.doc, December 4, 2006 Chec,c:tems with application Information Required. ct .t May be waived in unusual' cases, upon approval of Public. Works. and/or. Planning 1 1 .? 7 ; ., PLAT SURVEY: a template is available from the Ci p City in AutoCAD format p 0061 611„ x ' 17 14 (a) The plat survey must include the name of the plat, graphic scale, space for the Cp Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. I (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). V (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. / (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). V (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn- arounds per Fire Department standards. / V / (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. V J (j) Locations of existing and proposed public street rights -of -way and private access easements. / (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5 -9 lot short plats or Planned Residential Developments only J 15 / standards (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree_ in ; the front yard of each Idjand iheet "l (TMC 17.'n.030 G) Plans must include the type, uantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". V (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: / J 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for I removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: J 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.pdf for further information P: \Planning Forms\ Applications 1ShortPlat- 6- 06 -doc. nnrn.nr. -r d ,nnR ...cans ..,mitted with application Information May be waived in unusual cases, upon approval of Public Works and/or Planning (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). V (d) Total expected cut and fill for plat buildout. V (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. 7 (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci. tukwila. wa. us /pubwks /pwpermit.htm #techinfo. V (g) Locate the nearest existing hydrant and all proposed hydrants. i/ / (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right -of -way improvements. j� (j) Show access to lots, driveways, parking areas, fire access lanes and turn- arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicatin: those to be removed. Show the ex . ected location of all new buildin ' s. (1) Show proposed lot, tract and easement lines. P \Planning Forms \Applications\ShonPlat- 6- 06.doc, December 4. 2006 STATE OF WASHINGTON CITY OF TUKWILA SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ` 0IIII X N ZM E N rFA *: ®o®• * • ii,,`" tI W ASH`�∎ Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@citulcwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly swom and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, co tractors or other representatives the right to enter upon Owner's real property, located at 10 A75 /€t t/ //Pf //rvr� 4efiim)V / DZ/ S- /16 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non- responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. , / EXECUTED at A �//I/ (city), Wi (state), on Nd 20 06 Print Name �i/T xl�sv�"V P:1Planning Fom¢Wpplicauons\SUBPrelim - June 2006.doc, June 20, 2006 Address a(// 111G/1/j/ IMe) /3O F trwPA% li ✓9 Ara57 Phone Number Signature MA' 7 7 On this day personally appeared before me / //' ,€O / to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. riding at My Commission expires on opt/ /i 2.006 6 Project: 14 S 11-0,g-7 f - Address: rr 1 �. ` XX S ' / 2 — Date transmitted: 11 I 1 0 / Response requested by: 1 1 1 /57 Staff ge,bece.,-- coordinator: fox Date response received: 1 11/8/07 Cialof Department of Co ❑ DRC review requested I Plan check date: (�v o opment LAND USE PERMIT ROUTING FORM TO: ❑ Building ❑ Planning ❑ Public Works nr1i.Mra r 1 Comments File Number 1.0g 0 es ire Dept. ❑ Police Dept. ❑ Parks /Rec Don, Per the attached, do you still need a truck turn- around? You made this comment when you reviewed the BLA (L06 -074), but not when you reviewed the Short Plat (L07 -018). I want to be sure that this issue properly addressed and communicated to the applicant. I showed your comment to P comment the the Short Plat review, and we wanted to double-check I just showed them your check with you that the Fire Department is requiring a fire truck turnaround. Please advise. Please mark the site plan showing where the turnaround is required. Thanks. Rebecca ❑ Plan submittal requested ❑ Plan approved City of Tukwila Department of Community Development File Number L. 06-D 7 ;19 LAND USE PERMIT ROUTING FORM TO: Building i Planning _ Public Works Police Dept. Parks /Rec Project: r 4,rn I.% Am Boundary Ltne A (ja.'i -mei t Address: S. 12.6t Date transmitted: 21i 1 o7 Staff coordinator: Rebecca. 1jx Response . requested by: 3' 1 1 0'7 Date response received: 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) MUS identify the impact being mitigated, the policy basis for requiring mitigation, and the metho 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. COMMENTS (Attach additional comment sheets and/or support materials as needed.) AVe O , o r • c-k) -} �ag• evtk 6E $, 1 „ LLc 'T"c 2wt e. C v< c� _ �K� rnvS q C G 03 � b l —N) 'his 51‘.,1.4%.‘v 1 z ms s - g w wytt I Plan cheplc dale: Comments Update date: prepared by J Project: F GZ. it vikkavyl c in o r t-- (l At Address: i x S, i26o +t = Sf WA I T/( i.0 i( Date transmitted: C I 1 1' -I 01 Response requested by: , i v t I o7 Staff coordinator: geLe cc F X Date response received: TO: �" Building City of Tukwila Department of Community Development File Number LAND USE PERMIT ROUTING FORM LJI Planning Public Works 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. COMMENTS (Attach additional comment sheets and/or support materials as needed.) ` ` ,, Q Q;) V \0Nr'1 O�iyN 1 s �.J Cov S\ ZR or \ ark W • S1,4w l� 1pA v rr A c�c�c c s lA..s less c ko cot Plan check date:(111\.\.()1 Comments — prepared by: Update date: PRELIMINARY PLAT REVIEW CRITERIA • • 1. The proposed subdivision is in conformance with the Tukwila Comprehensive Plan and any other City adopted plans. Comment Noted 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary sewage disposal for the subdivision, which are consistent with current standards and plans. Comment Noted 3. Appropriate provisions have been made for road, utilities and other improvements, which are consistent with current standards and plans. Comment Noted 4. Appropriate provisions have been made for dedications, easements and reservations. Comment Noted 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. Comment Noted 6. The subdivision complies with the relevant requirements of the Tukwila Subdivision and Zoning Ordinances, and all other relevant local regulations. Comment Noted 7. Appropriate provisions for maintenance of privately owned common facilities have been made. Comment Noted 8. The subdivision complies with RCW 58.17.110. Comment Noted TEMPORARY GRADING 1 1 PERMIT FOR WORK OlfTSIDE OF PROPERTY I BOUNDARI° As P10 O0 COVET MAO SM10Mm3. 0CVL14W OWL AS r1Ym to 010 0 Or 1-0-1 Pp0 10 M 16IW 0T0K Or 00L 0? DIRARR 10 Avon, AYO nis sumac 0 1 MT 560 INMN Daum 1 mom. SD NAT MEIN moo OFT TIN PAD CONSTRUCTION ENTRANCE NTS 126TH ST SHORT PLAT SE 1/4. SW 1/4. SEC 10. TWP 2301. ROE 4E. W.M. TEMPORARY GRAVEL CONSTRUCTION ENTRWCE 1. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. ROOTS. AND OTHER OBIECTIONABLE ILITERIAL ANY DRAINAGE FACRTIES REDURED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICARONS IN THE PLAN. IF wASH RACKS ARE USED THEY SHOULD BE INSTALLED ADMIRE/WC TO MANUFACTURES SPECIFICATIONS. 11 GRAVEL SHALL BE CRUSHED BALLAST ROCK. 6 TO .7 IN DEPTH AND INSTALLED TO THE SPECIFIED DIAENSSNS AT 114E ENTRANCE S. THE GRAVEL BALLAST ROCK SHALL BE 4 TO 0' IN DIAMETER AND PLACED ACROSS THE FULL WIDTH OF THE VEH/CULAR INGRESS AND EGRESS AREA THE LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. A.1 CONDITIONS ON THE SITE ARE SUCH THAT MOSI OF THE MUD LS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIES MUST BE WASHED BEFORE VEHICLES ENTER ONTO A RIBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A BETTUNO AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAID: WASHING MORE CONVENTE:NT AND EFFECTNE 5. THE ENTRANCE SHALL BE MAINTAINED W A CONDITION WIOCH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBIJC RIGHTS-OF-WAY. TIW MAY REGIME PERIODIC TOP DRESSING WITH 7 STONE. AS CONDITIONS DEMAND. AND REPMR ANDOR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. CROPPED. WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR M0 STORM DRAINS MUST BE REMOVED IMMEDATELY. N } ESC_} OEHD ® DONTRNCld comma ®ay r0a o_ M KOMI! =010 T00 000 14100.40411115111 APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER SY DATE UTILITIES SUPERINTENDENT APPROVAL EJD'SNES' 0110 a G1/4 J U) Z 0 00 cF Ew z w2z 3 w a PA11 *1 AONS .ma w..w. AewaYtr. LLC e 1000 .w vow moo. BC BON 1••Jo 2 6 SILT FENCE DETAIL SAN R 5 1 1 126TH ST SHORT PLAT 40XX SOUTH 126TH ST TUKWILA. WASHINGTON MP! lib it 1511 p I 4 1 g [1$s ;f N �� g 4't r 1,i' r. N P ' P 111 gill Hit e � 11111111 iE � tt f � Y 111 i e p i qi 1 ill IN; ?HO ,ti P 1 !Dili 3 III nil tin g t 1 : 71 I ; 1 1 ! :1 aY sY ¢ EROSION & SEDIMENT CONTROL PLAN - YARD N --- 11.in.not, _-13.1M,891884 88.5 I ' . I l 30 j elta t :II I. - '--- I....34-_ 1 4 a 130.3 INFILTRATION ' - - . - - -.- - - _ _ _ TRENCH 3 I ' 301, 4M.VD, 1 I ' I I V T \ , _l 8..5 418 , ,_ _._ 22+6 • .A _ _ _"L\ 2 46 fJ 1E -- STATIOARCHER SHORT PLAT 8701C2RA1108 DEVELOPMENT 70 505701 oo (80 82 COORDINATED wrni PROJECT CML ENGINEER) Cei2 7YPE-1 48' SLL GRATE 80.6 12" 1E 77.6 80 7 60 Se 1 26TH ST S HORT I PLAT 1/4. SVV 1/4, SEC 1 TvVi. 23N. FSGE 4E. W.M. 113.74 6 62.70 1111 2+00 ma 65.25 6' 2 0366 (M) • 6' 6 93.55 (5) ; ' ' 6 77,66 3 +00 a i l . +40 112V GRAIL MASS IT IT 76 60 1.15 LT nue 51.1,9 : g 151 Ou 40TH AVENUE SOUTH PROFILE SCALE HORIZONTAL =20% VERTICAL 1".S 70 60 4+00 MAR 1 515101161•mlanacccr5048, ADS /4.12. duces von efts* 16 H19 E. gme at wilding 1..11P coma GS woofs BesToRa Too szo 1-111104.6418811 APPROVED FOR CONSIRUCTZ41 BY BATE 0117 EN:SNP-ER BY DATE IfIlL211128 61.1PERPITE71015VT APPROVAL SOARER a a a <K<C<<< 82/011 6011 1— 1— 5 co m 2 0 co 1— a cn 0 x C1I c1 1-.82 6 98.25 2. 11116042061101191186606 8108111011 I. Mom &OOP HMIRM 10, Hamm KW olth adr 8906136 OMR. R EC EMT 2007 DEVELOPMENT DEVELOPMENT PROPERTY 24044, MAX 4' CEMENT CONCRETE CEMENT CONCRETE CURB & GUTTER SEE DWG. N0. 3 -002 CLASS B ASPHALT CONCRETE CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COARSE ADDITIONAL TREATMENT MAY BE REWIRED DEPENDING ON SOL CONDITIONS. SEE SEC. 4.02 & 4.03 * NOTE TOP OF LP Al 00'GEWAYS R/W CRMFNT CONCRETE CURR di CIITTFR 5' 2x VERTICAL CURB DETAIL PITS 20' 5.9'4 1' NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATpN. 3. FILL 0 WA MA BEHIND {�B 6 REWOREOII . OF 4. FOR INTEGRAL POUR C0F61RUC1 4. 1/4' EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWE(N THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXIMUDED CURB ANCHORAGE. 14' H2 7.1'4 EX ROADWAY 126 ST SHcDRT PLAT SE 1/4. SW 1/4. SEC 10, - 1 - WP 2364. RGE 4E, W.144. 8.2'4 40TH AVENUE SOUTH SECTION NTS NOTES: 1. THIS DRAWING IUUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, AL TERN ALIVE II ACTUAL SURFACING DESIGN FOR ARTERIALS AND COIMEROAL ACCESS STREETS SHALL BF BASED ON SOILS AND TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WITH SECS. 4.01 AND 4.02. 2. GRADES: MINIMUM 0.50 MAXIMUM SEE SECS. 2.02. 2.03. 2.04, AND 2.11. 3. SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.5 FT WIDE ON *RI ERI AL IF NEXT TO TRAFFIC LANE. 5 FT. NIDE 6 NEXT TO PARKING OR BIKE LANE, OR BE NINO PLANTING STRIP SEE SECTION 3.028. FOR WIOTHS OF PAVEMENT, SMOULDER, AND 81GNT- OF -WAY, 5FE SECS. 202. 2,03, ARO 204. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.020 AND DWG. N0. 5 -DO1 6. SEE CHAPTER 7 FOR CATCH BASIN AND STORM 5EYAE8 LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. .5' DEVELOPMENT PROPERTY UV CEMEN1 CONCRETE CURB & GUTTER SEE DWG. N0. 3 -002 CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REWIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 R/W CI ASS B ASPHALT CONCRETE CRUSHED SURFACING TOP COURSE 11 0l0wam PLONKS 5' S 3. 1• 2 6 a. 25' 14' EX. ROADWAY R/W 4' CEMENT CONCRETE iii 4` ♦�!� :�!� .\!4i� �� INFILTRATION TRENCH DETAILS NTS SOUTH 126TH STREET SECTION NTS OMIN IRhCE VED dna& M MOONS 11•31301120 •00 DUD a41w+•+ssW a 1 a APPROVED FOR OOFSMUCTI N 8Y DATE 80 CRY ENGINEER UMMES SUPERS/FEFmFT APPROVAL o1PIRES DATE a CodC<■ INN Ausoc . LLC Manning ANA 00110 SCION 8C B bl 5 6 MAR 1. g 1001 l;C:.... • . + .. Y DEVE► ..� FmIENT STA 3 +47.47 EXISTING SSMN RIM 81.69 10 72 47 (0) IE 72.24 (9) N STA: 1 +99.16 896' EXISTING SWAN RIM 65.29 10 55.66 (N) 10 5856 (5) J P 1 1267H ST SHORT PLAT SE 1/4. SW 1/4, SEC 10, TWP 23N, RGE 4E W.M. 6' 555 20 FT 0 0.02 FT /FT 6 555 51 FT 0 0.02 FT/FT S1A: 79 S CONNECT 6' SS5 0 89.82 PATCH AC STA 3+7 .74 EXISTING SSM -RIM 106.61 - IE 96.79 (SE) 1E 96.76 (W) -( \ , \t \ vr s 1 \ RECEIVE ) 0,1111100 00 ROOOa 027070.• EOO asp 0.000.4 0 .sRw APPROVED FOR CONSTRUCTION BY DATE CT' ENGINEER DATE UTILRIE6 9RERINTENOENT APPROVAL EXPIRES: a a CGQCGC< PATRIC:KINRRW , SLOCES, Iwo Pol.* Marren Asse0.0.0. LLO rtannlea• vmas a. 06110 co a= F- N g CO o H 3 co 2 064 N 11.1040 1 •20 6. 6 CSI» " I lNil Y DES' L:.ur6iCNT Qty of TakeDa Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98168 Tdephane (206) 431 -3670 FAX (206) 431 -3665 E -male tukolanOtukwllo.wou/ SHORT PLAT NUMBER DECLARATION: 1010W NI YEN BY THESE PRESENT THAT 110. TIE *MEMORIES. ORS) N FIE STELE CF THE LAND HERON DESCRIBED CO HEREBY MAKE A 910)1 913016204 THEAEO0 ANT TO Rae 5017.050 AND A004011 LEDGE THAT SAID 9RAXM901 94041 NOT 00 FURTHER CODED N ANY MANNER TURN A PERM 0 RYE YEARS FROM DAZE Cr RECC D, WSW DE RUNG OF A FINAL PLAT. DE ODER9RRED 110411ER CESARE MG SHORT RAT TO BE THE GRAPHIC REPRESENTATION 0 SAID SHORT 9)OIm190N O • 1)1E SAME G MADE 0111 TIE FREE C01S9NT AND N ACCORDANCE 01RH THE 1036E OF THE N W1NESS WHEREOF WE HAVE SET CUR HAMS AND SEALS NAME NAME NAME _NAME STATE OF WASHMTEN COUNTY OF HID CM T16 DAY PESO ALLY APPEARED BEFOE ATE 10 ME MAN 10 BE 11E NOYDUN YID EXECUTED THE 011101 AM 70ECO040 1450eM7R AAD ACDIOMEO® THAI 1E/SIE 90ED 110 SAYE AS HIS/TER VDUNT0Y ACT AMID DEED 000 THE USES AND RWOffS THEREIN MIDEMEA OVEN UNDER MY TURD AM 07@N SEAL THIS __DAY OF 20 STATE OF WASHINGTON COUNTY 0 KING SIGNATURE NNE AS 0911 ED: HIRE MY APPOINTOR EXPP FS 01 116 DAY PERSONALLY APPEARED BODE 00 TO ME KNOW 10 BE TIE 0D0ID11N WD ow= THE 017101 AM FOE:CMG DGIRIAENT AID Ag000.000ED NAT LE/9E SPED THE SAME AS 16/1(0 VOINTARY ACT ND DEES FOR TIE USES AND RR80SE5 MERI 1! MENTICRED. ONO UNDER MY RAND AM 071001 SEAL 111-5 DAY OF 20_ LAND SURVEYOR'S CERTIFICATE 90ARME: NAME AS CO/690NED: 1111E TAY APPOINTMENT EXPIRES 1 KENNETH R. ANDERSON, REGISTERED AS A LAND SUREYDR BY THE STATE OF WASHINGTON, CERTIFY THAT IRIS PLAT 15 BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISOR; THAT THE DISTANCES, COURSES AND ANGLES ARE 910104 HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN MOSE MONUMENTS APPROVED FOR SETTING AT A LATER DALE. HAVE BEEN SET AND LOT CORNERS STAKED GM THE GROUND AS DEPICTED CN THE PUT. KENNETH R. ANDESON P.LS CERTIFICATE N0. 29267 KING COUNTY RNANCE MASON: I CERTIFY THAT AU. PROPERTY TAXES ARE PAID AID THAT A OEP09T HAS BEEN MACE N 91)110QIT AMOUNT TO PAY THE TAXES FOR THE FOLLOWNG YEAR RUT DOE ARE NO DELINQUENT W 0& ASSESSMENTS CER1D101 10 THIS 0010 FOR COLLECTION AM RUT ALL SPECIAL ASSESSMENTS ON ANY 0 1/E PR0ERn HEREIN DEDICATED AS Suet 16, ALLEYS OR FIN OTHER PUBLIC USE ARE PAID 04 FOL DES DAY OF 20 IOM COUNTY TREASURER DERITY KING CORBY TREASURER qNG COUNTY ASSESSGR'S APPROVAL DAMNED AND /PAWED BY THE DEPARTMENT OF ASSESSMENTS THIS TAY OF M KIN: COUNTY ASSESS* DEPUTY ASSESSOR P0O0 00111¢0(5) TUKWILA SNORT SUBDIVISION CONLOTIEE APPROVAL: REMOTES NO APPROVED BY THE 910RT 9IBOI1490 4 COMMITTEE AND HOBBY CONED FOR RAC 1(5 DAY 0 20 OWf8EA501, SERI monism COMTTEE ORIGINAL LEGAL DESCRIPTIO4 PARCEL le 0 BOIDIDARY LNE ADUSIWR NUMBER N THE CITY 0 TUKWAA STATE OF 1TA90)0104. RECORDED N 1010 COUNTY WEER IECC DING NUMBER N 1016 COUNTY, WASHINGTON NEW LEGAL DESCRIP110N0 LOLL LOT I OF 91DRT RAT BAKER N 111E 017 0 =MIA STAKE 0 WASHINGTON. RETARDED N MG COUNTY UNDER RECODU10 TIMER . N ISM CORBY, WA9ON6184 Ln1 a LOT 2 OF SHORT PUT NIADER IECODED N 0016 count. Low RECOMVIG SANER . N IUD COUNTY, WAS/MOCK Una LOT 3 OF SERI PUT NAIBER N DE 017 OF 1UR1WA STATE Of WASOICTO4 N DE OTT Of TUK0LA STATE OF WA9010704 RIECORCO) 01 0110 COUNTY UNDER RECOPOa(0 *01MR N IUD CORBY. WASHINGTON 101 A LIT 4 OF SIERT RAT NIAGER N THE CRY OF 111/016A STATE OF WASHINGTON fECAMEO N HID COUNTY LADEIR RECdDNC PURER N DIG COUNTY. WA9/ICRH LOLL LOT 5 or 91010E RAT NUMBER 14 DE an 0 =KA. STATE OF W49010RH RECCDED N 1916 COURT 4011(0 ECODNG M1EER N KNC COUNTY. 009@DIDNL pF E ED MAR 1 F 2001 D VICINITY MAP SCALE: 1' -1/4 COLE VELUWE — PAGE — SURVEY IN NNE SE 1/4 OF NNE SW 1/4 SEC. 10, 123N., ROC., W.Y., IN KING COUNNY, WASHINGTON RECORDING CERTIFICATE: FRED 10K RECORD AT TIE REOIEST Cr THE an or 1l .A THIS DAY OF 20__ AT_ 101./TE5 PAST —M. AND RECODED N YOLNE OF SWAYS ON PA0 RECORDS 0 KING COUNTY. WA90MION. DIG COUNTY MANAGER SUPT. OF RECORDS AND E1EC11040 KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying. Romany and Land Plannlnp 1720 SAM 3410 1)00. 910, 1-4 11 i100.(216)11.10-1119 Toano (250) 272 -11656 FAX (751) 635-0164 E-1146 m 600".6 atmr,.7w.em A,ESTIC &ALDERS MONSTER ROAD, SUITE 330 /31P: RENTON, WA 98055 ONE: (425) 235 -6600 DAZE 10/24/2006 N/A AB NUMBER 06 SHEET 1 0 Z SHORT PLAT NUMBER LEI Eta T1.a411I City a1 Takata Dot of Camnmlty DnalapnWd LEO Swncmti Da ad T.1N4 NA 0816E Tdagions (206) 431 -3670 FAA (766) 431 -3665 E - 8011 899195111910dgma CONTROL DIAGRAM SCALE IN FEET 200 100 0 200 400 1 ■200 N 0A9101610N STATE PLANE, NCER1 2OE PER WSMNOTON C .065. CF COUNTY SURVEYORS A OM COUNTY COME SURVEY BASIS OF RFARNCS: BASED UPON DE MMIMRIED WEST LRE O 11E 6a4TH ST QUARTER OF SECTION 10-236 -040 WARIER NO'44'34 ( 911181 CORNER M91ED SECTION CORNER CALG.U1ED P09101 500006 QUARTER CORNEA N9100 1 1` =ON QUARTER CALD.UIED P09110N O FOUND NONAENT AS [(SCREED ® CAIAAAIED MOMAENT MIEN O REND AS DESCRIBED • SET 5/0' REBATE 5 CAP, LS. 20287 MESS 011E0FWSE NOTED RR LEARNED (C) CALCULATED (9) RAT OF RIVERSIDE INTERURBAN TRACTS. VOL ID. PG 74 01) RFfAO OF SURWY, 14. 5 PG 171 (IC) RECOO (0 9315E3. VOL. 75, PG 140 (11015) KING COUNTY GOITRE 939E9 WASHINGTON STATE 191. O TRAN9'ORTAIKN R9NT -01-1TAY (ROOT) YAP POR 9E 591 IO51ER MRA0WILE TO SU7N 118TH ST. APPROVED SEPT 4, 1903, DRAWER 55 9DUENCE 20 FOUND N /3500) � 4 3 6' BRASS DISK 94 MCKIE. 9 10 WON '4' a STAMPED • 1976 KC.% MARKED WM SECDON, TON149681 a RANGE INFORMATION LASTED 4/16/06 1 FOUND 001811ENT (KCCS LAID /7340) 2' BRASS DISK IN CO CRETE. WM PINCH PARK &'DAVID EVANS & ASSOC.' '1690' FLASH LASTED 4/17/06 CALCULATED S.W. 5EC104 CORNER PER KCCS GRID /3444 t I ^� 58916 2135.9.' S 1 " i614.43'(C) 1614.91(61) m.so'(PIXC) -- p l FOUND UOAUMIDIT IN CASE .a 1 11 NO BODICE OF \ i PERMANENT MALTING% IS Vi $ FRIED APPARENT � "' 810(24111106, LISTED 4/16/06 '44,4-.. 7019'35'(1) \ 4 7076%61) 5899_) 1774.59' 18 L 15 N89'04 3.11 283657 FOUND MONUMENT IN CAS: WW1 OR LEAD IN STONE IN CONC. CENTERLINE OF E MARGINAL WAY S 5 45TE0 5/8/06 0O80EIIED Q]iTE7611S 'F 598721rWzz 5.-i 776.70'(1) \ / FOUND 06RULEN7 IN CASE PIN IN CONCRETE, 0.5 001WI. 37114 AVE S & S 13044 ST. VISITED 5/8/06 KENNETH R. ANDERSON AND ASSOCIATES. INC. Surv.ytng, Mapping and Land Planning 1720 Sau8 x111 F gins C-4 hard Wan Wad96tat 95007 D. dim (253) 836 -1199 Canna ( (751)-8169859 FAT )2537 -0141 na6linar.a....7a.aam FOUND MONUMENT IN CASE 3' BR/S5 DISK WIN PUNCH MARK & 'KING C0.' IN CONCRETE, a5 CORN LASHED 4/18/08 FOUND 14196111DIT IN CASE r BRASS DISK WM X & 'KING CO' IN CONCRETE, 0.3' DORM LASTED 4/18/06 DRAWN 131 DECKED BY KRA 144.30'16J20.4H$T. (GXRT) \ i WI T� , d \ $ I TT ±TIC~ 1 1 1 1 1\: S 1281H ' ST. CAUXILA1ED PER (R1) SIB 'I CALCtM1FD SPER (R1) I I I I I 1 L CALCULATED S 1/4 CORNER PER KCCS (OD /3443 10 BORDERS ONSIER ROAD, SUITE 330 RENTON, WA 66055 (425) 235 --6600 CALCEAAIEO RAT CENTERLINE PER (R2) CALCULATED PUTTED STREET CENTERLINE 0NERSEC110N N46'5'3.1E 7.92' FROM MON16ENT PER (R2) WIR61 MONUMENT IN CASE r BRASS 019( WM If IN CONCRETE, 0.4' DOWN, 9)1ERSEC110N O' E MARGIN/B. WAY & S 130111 ST. NOTED 5/8/06 DATE SCALE 10/24/06 N/A 15 VOUNE _ PACE _ A1.OAATED � RECEIVED MAR 1 P 2007 CON17•1 )J9r1- . DEVELOP v:L.'.T Ea NUMBER 06-022 SHEET 2 a 3 D52 705922 d 0bm49194 0.9.92419266 6300 90u836n56 60414266 08015. WA 96155 Tdepfm. (206) 431 -3670 FAY (206) 431 -3665 E - Ino• D8LLf0.YA SHORT PLAT NUMBER SCALE 64 FEET 40 20 0 40 80 1' - 40' MEBMBL WASHINGTON STATE FLANS. RCM 2010 PER WA9@IGWN COUNOL OF COUNTY 9M 8 KING COUNTY 81700E SURNEY 64515 OF RFARIN100 BASED UPON THE MONU RL/41ED YET 1110 OF THE NOR0HAE57 QUARTER OF SECTION 10-230 -041 SEARING N0144'341 SECTION CORNEA 919102 SECTION CO*OA CALCULATED POST10N 1.001 SECTION QUARTER WIDER TOTED CO■ SECTO+ 880118 GILCUAIED P0971% 51 FOUND 90NLI E71T AS DESCRIBED ED CALCULATED MOMENT P09TON O FOUND AS DESCRIBED • SET 5/8' REHAB & CAP, LS 29267 MUSS 0T11ERNSE NOTED (M) MEASURED (C) C8W3A8ED (P1) PUT 6 Po\ERSIDE N112005AN TRACTS VOL 10. PG 74 (RI) RECORO OF SURVEY. WEL 5. PC 171 (42) 0108181 6 5 0010. VOL 75, PG 149 (KCCS) KING COUNTY MOROI SURVEY WASHINCT N STATE DEPT. 6 TRANSPORTATION R06T- F -WAY (05001) MAP FOI SEE 599. FOSTER maxima 1D SMITH 11801 s.. APPROVED SEPT 4, 1963, DRAWER 56. SEOQENGE 20 COCOA TREE 9180010 TREE 5 1 1 30' 1a� WATER R VALVE FIRE HYDRANT I In 20' 20' I - 93.15 - -"� . - -, 78 . 2 0.12 LOT 1 0.89'3916' 8.593 S.F. 0.151 AC. 14891739'W N OT 4 4 41 570011 DRAINAGE EASEMENT PER 100.911 1/2' ROAR W/CAP UNWED 1WSTAD 1561379. S59'35•01 -. 1.98' FROM CALCULATED P0911M V19RD 5/1/2006. 6 i 7 i 8 I 9 TRACT ACTS VOL. c PART OF >rt I 5891139'E 391.05' STAUDACHER. ROBERT N. 4 TALEVIC 734060 0664 FIRE HYDRANT S. 126TH STREET R D6 WAS Wu 590.E •. VALVE 62.20' 52 l S LOT 2 8.241 S.F. S 0.189 AG 294.79' 1 KENNETH R. ANDE AND ASSOCIATES. INC. 5480,199, Mapping and Land Plann1n9 1720 Scut x10'1 FYea, a.• o-4 F.d.d W.y. 649&9 an 96002 De Ydn. (263) 636 -799 70'999 (2ss) 272-96 FA 2+71 E Y md0ad.v.nrp.mn 62.20' ' SETBACK LINE (TYPICAL)y' LOT 3 8.241 SF. 0.189 AC. J L PRIVATE STORM DRAINAGE EASEMENT /FILMY GRANTED ROR THE 00119T OF LOTS 1 TRl 5 62.20' 62.20' 26891139'W 360.01' L ca-119 TRACT 45 RIVERSIDE Ir1TERIIRBArl4 VOL. TO, PG. 7 TRACT' NOTE: SEE ADDITIONAL TOPOGRAPHICAL AND UTILITY INFORMATION ON SITE PLAN FOR PREUMARY SHORT PLAT APPLICATION. WEST END WOOD FENCE 1.4• OF LINE FEMENVAY PHILIP 734060 0663 IPRES 9/24/07 . Lt‘' ANGLE POINT 9000 FENCE 0.95 A 0.36 Of CORNEA HEMENVAY PHILIP 734060 0665 q O164ER(S): NAES111 BUILDERS ADDRESS 1201 MOISTER ROAD. SUITE 330 TY/STATE/DP: RENICIEI, WA 98055 235 -6600 PAGE CFMT061NF, 40 EASE]@/- FOR ELECTRIC TRAN99000N AND (8ST8BOna FM OTT 6 SUTRE RTC. N0. �S I AT I Z 74 7905111015 ` 706 ®0T \ I l.‘ 0 ° O ■ 1 \ �i.0.w � y o , \ Lb o \ \N3403'11 W 34' N 55.9. Ce° HEMENVAY DANIEL 734060 0681 STk 61400 : 110.000 L RECEIVED MAR 1 ' 2007 CON. 'IU °' I DCVELQPC NT 6 3 XXX PROPERTY APPROXIMATE DRIVEWAY LOCATION THICKENED EDGE CURB PER DE�AIL (THIS S EET) SE 1/4, SW 1 /4, SEC 10, TWP 23N, RGE 4E, W. M. 126TH ST SHORT PLAT h 40' ROW 87.4 to m N 0=1.04017 SNOW. coonots St. 492 • I. ➢n uuSlRAip . mtx OM= =Ogg RO O 921214. Yrueua4 .711.11. 99.0.41 Leg= FON N7177•193 NO =NELSONS &CC23 OA= 900. NOON Cs& =NNW SCL 3021 IC. 103. 104 NO 111. • tO NOM INN. 3 II NOE V CO ON WOO 011 MCI 1/29. CO WOO PLOONO STO 92 MCI= 1029 S. MN CLIMANCE 1172.117 PC= 92 SLL L1100 00 OM NO 3-007. • 92 01.0911 / COP 42:11 0=1 MO 270101 SD= useAnwes. 7. SEE 92. 102 IrCa SOL SOK 1070100021. 40TH STREET SECTION NTS rnewt rIxront 19110 n0 tor Eons I. In NC. Lea KCAs. rica7 maNNoloaL 1 Mu OMIT 70 19301 FLOM 6.00210=717 .r. u onu xrz°ar Loaro >K o w NC INIVON WOW. THICKENED EDGE CURB DETAIL NTS MAR 2001 DEVELOPMENT CYO N SOURS 1311FORS TOO oio 1a00- 4e4114ss APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER BY DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES 6 06110 00011 PATRICK HARRON & A..ecb.o. llC Planning samorr. vv... salsa sc 11.16.06 - r x JGT ° :i• v„ .'a`i�rllw . Mi 'vT+.-�7Jr`i�fii'ia+lrlil�ir Imp CR 141 LANDSCAPE ", T 30' STREET YREE a BUFFER „TYV -�� •. '.•k ,4 SPACNG, TYP. t `!' • 5' LANDSCAPE BUFFER, TYP. PLANT SCHEDULE SYMBOL BOTANICAL /COMMON NAME SIZE REMARKS NOTES TREES Acer totaricum / Tatoricum Mople Thuja plicota/ Western Red Cedar Pseudotsugo menziesli/ Douglas Fe Prunus cerasitero / Thundercloud Plum SHRUBS Cistus / Rockrose GROUNDCOvERS Gautheria shollon / Solo! 2• CALIPER WELL BRANCHED. 10' - 12' HT STRAIGHT TRUNK 6' -8' H7. WELL BRANCHED. STRAIGHT TRUNK 6' -8' HT. WELL BRANCHED. STRAIGHT TRUNK 2• CALIPER FULL HEAD. 10' -12' H1 WELL BRANCHED. STRAIGHT TRUNK 5 GAL. FULL, 36” 0 C. TRIANGULAR SPACING 1 GAL. FULL SHAPE, 18 0.C. 1. INSTALLATION OF PLANT MATERIAL PER PLAN, ADJUST FOR LOT ACCESS AS NEEDED 2. STREET TREES AND LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. 3. CALL BEFORE YOU DIG DEVELO fY r U$ w. U' Qg W`3 UN Z. •5 J0 STARKI 913 MAR 1 1007 875 3 12/31/06 TUBLA 0-7-0LA 90091> 011 - " • _ . rue, ..2000 200012J moo. 11 ®ioneo.dr Dept of Assessments - Parte 1.111 bs■•■•. NV. IN21111d013A3C1 A I INnt"Vin0 LOH 9 1 AM OBA1303el 9.021.2017 1 nen .717,.. SHORT PLAT NUMBER DECLARATION: KNOW ALL MEN BY THESE SIT THAT WE, THE UNDERSIGNED, OWNERS) N FEE SUMPS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SNORT SUBDIVISION THEREOF PURSUANT 10 RCW58.17.060 MID AC04011LEDGE THAT SAID S JBDIVISION SHALL NOT BE FURTHER DIVIDED 91 ANY MANNER WHIN A PERIOD OF FIVE YEARS FROM DATE OF RECORD, WITHOUT THE RUNG OF A FINAL PLAT. THE UNEINSIGNED FURTHER DECLARE IDS SHORT PUT TO BE THE GRAPHIC REPRESENTATp4 CF SAID SEW SUBDIVISION MID DE SAME IS MADE MIDI THE FREE CONSENT AND IN ACCORDANCE WTI THE DESIRE OF THE OTNER(S). IN FATNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS NAME NAME: NAPE: 'NAME STATE OF WASHINGTOI COUNTY OF KING ON MIS DAY PERSONALLY APPEARED BEFORE ME TO ME IDIOM 10 BE THE NDINDUAL 11110 E11ECU1ED THE DAMN AND F0(EGONG OS1RIIENT AND ACNOYNF,DGED THAT HE/BI E SIGHED THE SAME AS HIS/VIER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES 111M1 MENTIONED. GIVEN UNDER MY HAND AND CFFTCIAL SEAL 11(5 DAY OF • . 20 STATE OF WASHINGTON OXNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE YE 10 ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WIIHN AND FOREGOING INSTRtIE71T AND AIKNOVAEDGED THAT HE/SINE SIGNED THE SALE AS H'S/HER VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES 111ERSN MENTIONED. OREN UNDER MY HAND AND OFFICIAL SEAL OF ORIGINAL LEGAL DESCRIPTION: SURVEY 9I THE SE 1/4 OF THE SW 1/4 SEC. 10, 123N., RO4E., IN KING COUNTY, WASHINGTON -. • nity Development evard, Tukwila, WA 98188 870 FAX (206) 431 -3865 SIt,NA1UF� .. NAME AS COLODSSIC4ED: TIRE MY APPOINTMENT DIMES 20 _ SIGNATURE NAME AS COIMIS90NED: TILE: .. ... MY AFFORD/ENT Ett4RFS LAND SURVEYOR'S CERTIFICATE 1 KENNETH R. ANDERSON. REGISTERED AS A L SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED 93' ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COMES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOM MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. KENNETH R. ANDESON P.LS. CERTIFICATE NO. 29287 PARCEL 'B' OF BOUNDARY UNE ADJUST/OTT NUMBER IN THE CITY OF TLD(191r1 STATE OF WASINGTON, REOOROED 114 KING COUNTY UNDER RECORDING NUMBER . . IN 6146 COUNTY, W*3IINGICIL RECORDING CERTIFICATE: FRED FOR RECORD AT THE REQUEST OF TIE CRY OF TUK91 A THIS DAY OF 20 AT MINUTES PAST -1I, AND RECORDED N VOLUME OF SURVEYS ON PAYE RECORDS OF KDG COUNTY, WASL1NGRON. KING COUNTY MANAGER SUPT. 0' REORDS AND ELECTIONS NEW LEGAL DESCRIPTIONS: LOT1 THE NORTH 132.5 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF MG COUNTY, WASI4NCTG4; EXCEPT THE WEST 200 FEET THEREOF; AND EXCEPT THAT POR741ON THEREOF COIIDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 647372; EXCEPT THE SOUTH 75.50 FEET OF THE WEST 118.00 FEET; AND EXCEPT ALL THAT AREA LYING NORTHERLY AND WESTERLY OF THE ARC OF CURVE, BEING CONCAVE IN A SOUTHEASTERLY DIRECTOR, SAID CURVE HAVING A RADIUS OF 25.00 FEET AND BEING TANGANT TO THE NORTH AND WEST LINES OF SAD TRACT 45; SITUATE IN KING COUNTY, STAKE GF WASHINGTON. LOT2 THE EAST 62.20 FEET OF THE WEST 180.20 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TIE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE(5) 74, RECORDS OF KING COUNTY, WASHINGTON EXCEPT 1HE WEST 200 FEET THEREOF, AND EXCEPT THAT P0R71014 THEREOF CONDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 647372: SITUATE N 1IN0 COUNTY, STAKE OF WASHINGTON. LOT 3 THE EAST 62.20 FEET OF THE WEST 242.40 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED 24 VOLUME 10 OF PLATS PAGE(S') 74, RECORDS OF KING COUNTY, WASHINGTON EXCEPT TIE WEST 200 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR STATE HIGHWAY UNDER KING C0N1Y SUPERIOR COURT CAUSE NUMBER 647374 SITUATE N KING COUNTY, STATE or WASHINGTON. LOT 4 THAT PORTON OF THE NORTH 132.50 FEET GF TRACT 45, RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE(S') 74, RECORDS OF KING COUNTY, WASHINGTON EXCEPT THE WEST 200 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 047372, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE ALC4G THE NORTH LINE GF SAID TRACT 45 SOUTH 891739' EAST. 242.40 FEET TO THE EAST UNE OF THE VAST 242.40 FEET OF SAD) TRACT 45 AND THE TRUE PCNT OF BEGINNING,; THENCE CONTINUING ALONG SAID LINE SOUTH 891739' EAST, 50.00 FEET ALONG THE NORTH LINE OF SAID TRACT 45 TO THE EACTAINE OF-INE.N151 29240'FEET CF. SAID TRACT 45: 1HENCE ALONG SAID UNE SOUTH 0193'04' WEST, 10,0.00 FEET; THENCE SOUTH 0956'40' WEST, 32.93 FEET .TO THE SOUTH UNE OF SAID NORTH 132.50 FEET C" SAID TRACT 45; THENCE ALONG SAD UNE NORTH 891139' WEST, 44.61 FEET TO SAID EAST UNE OF THE WEST 242.40 FEET OF SND TRACT 45; DEICE ALONG SAID LINE NORTH 01113)4' EAST, 242.40 FEET TO THE TRUE POINT OF BEGINNING{ SITUATE IN ((INC COUNTY, STATE OF WASHNGTON. LOT 5 THAT PORTION OF THE NORTH 132.50 FEET CF TRACT 45, RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE FIAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE(S) 74, RECORDS OF TONG COUNTY, WASHINGTON EXCEPT THE WEST 200 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR STATE HIGHWAY UNDER TONG DO@11Y SUPERIOR COURT CAUSE NUMBER 647372, DESCRIER) AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER CF TRACT 4.5 THENCE ALONG NE NORTH LINE OF SAID TRACT 45 SOUTH 891739' EAST, 292.40 FEET 1O DE EAST LINE OF THE WEST 292.40 FEET OF SAID TRACT 45 AND THE TRUE PINT OF BEGINNIN G{ THENCE CONTINUING ALONG SAID LLVE SOUTH 891739' EAST, 2.39 FEET 70 THE WEST LINE OF SAD PORTION THEREOF CONDEMNED FOR STAKE HIGHWAY; SERIF ALONG SAID LINE SOUTH 3493'11 WEST, 148.17 FEET TO THE EAST LINE OF SAID TRACT 45; THENCE ALONG SAD LINE SOUTH 019304 VEST, 10.77 FEET TO ME SOUTH UNE CF SAD NORTH 132.50 FEET OF SAID TRACT 45; THERE ALONG SAID UNE NCRIH B9'17'39' WEST, 82.69 FEET; THENCE NORTH 0956'40' WEST, 32.93 FEET TO SAID EAST LINE OE THE WEST 292.40 FEET OF TRACT 45; THENCE ALONG SAID LINE NORTH 0193'04 EAST, 100.00 FEET TO THE TRUE POINT OF BEGNN 4 SITUATE IN KING COUNTY, STATE OF WASHINGTON. KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1729 South 341.1 Race. Suits 6-4 Federal Wag %shay la, 99003 Des Maxim (253) 838 -1199 Team (253) 272 -9858 FAX (253) 638 -8164 E-Mat inuManeaveneurveyareaan P � DRAWN BY CHECKED BY WEL KRA KING COUNTY FINANCE DIVISION: I CERTIFY THAT ALL PROPERTY TAES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR hHE FOLLOMENG YEAR THAT THERE ARE NO DELMGUENT SPECIAL ASSESSMENTS (WIRED TO TITS OFFICE FOR COLIEC110 I AND THAT All SPECIAL ASSESSU NTS ON ANY OF THE PROPERTY HEREIN DEIDGTEb AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE ARE PAID IN FULL TRW ,DAY OF - 20 KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL SCALDED MID APPROVED BY THE DEPARTMENT OF 7SSESSMDIT5 TFIS DAY OF . 20 KING COUNTY ASSESSOR I DEPUTY ASSESSOR PARCEL NUMBER(S) I . TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL RENEWED AND APPROVED BY 11(E SHORT S1BDM90N COMIDTTEE AND HEREBY CERTIFIED PoR RING THIS .... _ DAY CF CHAIRPERSON, SHORT SUBOMSION COMLITTEE I)1CINITY MAP SCALE 1' =1/4 MILE AJES11C BUILDERS 1 MONSTER ROAD, SUITE 330 /ZIP: RENTOII WA 98055 ONES (425) 235 -6800 DATE 10/24/2006 N/A .C8 KAMER SHEET 06 OF City of Tukwila Department of Comm 6300 Southcenter Bou Telephone (206) 431 - E -rna0: VOLUME , .. PAGE RECEIVED SEP - 6 2007 n■vo. TES 8 i g ►•a wool • • (M) (C) (P1) (Ri) ( Oc cs) (155007) City of Tukwila Development Department of 6300 Souther Baol 1t evord, Tukwila, WA 98188 Terephdne (2O6) 431 - 3670 FAX (206) 431 -3665 E—mml~ SHORT PLAT NUMBER 200 100 CONTROL DIAGRAM SCALE IN FEET 0 200 1' =200 MERIDIAL N WASHINGTON STATE PLANE, NORDI ZCNE PER WASHNGTON COUNOI OF COUNTY 5l1RVEYCRS & KN0 COUNTY C0141RQ. SURVEY BASIS OF BEARINGS: BASED UPON THE MUNUMFNIED WEST UNE OF ONE NCRTNWEST QUARTER OF SECTION 10- 23N -04E. BEARING: N01'44'34'E i SECTION CORNER V1StTEDI SECTION CORNER CALCULATED POSITION SECTION QUARTER CORNIER VISITED SECTION QUARTER CALC1AATEO POSITION 400 FOUND MONUMENT AS DESCRIBED CALCULATED MONUMENT POSITION FOUND AS DEMOTED SET 5/8' REBAR & CAP, LS 29267 UNIaSS 0THF7t6ISE NOTED MEASURED CALCULATED PLAT OF RIVERSIDE INTERURBAN TRACTS, VOL. 10. PG. 14 RECORD OF SURVEY, VOL 5. PG. 171 RECORD OF SURVEY, VOL 75, PG. 149 KING COUNTY CONTROL SURVEY WASHINGTON STATE DEPT: OF TRANSPCRTA110N 611517 .41F —VOY MAP FOR SR 599, PUa1F9i 811EROHANGE TO SOUTH; 118111 ST APPROVED SEPT 4, 1963, DRAWER 56, SEQUENCE 20 FOUND MONUMENT --�� 3 (KCCS - GDID /3500) 6' BRASS DISK IN CONCRETE. 961H '+' & STAMPED '1976 K.C.', MARKED WITH SECTION, TOWNSHIP & RANGE INFORMATION VISITED 4/16/06 FOUND MONUMENT (KCCS GRID {7340) 3' BRASS DISK IN CONCRETE, WITH PUNCH PARK & "DAVID EVANS & ASSOC." "1890' FLUSH VISITED 4/17/06 CALCULATED S.W. SECTION CORNER PER KCCS GDID #3444 16 k" 0 15 ° m ° KENNETH R. ANDE AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 Sa,h 541st Ham, SuRe C-4 Faded Way. WaehY,ptm 98003 Da Moines (253) 838 - 1199 Taamla (253) 272-9858 FAX m lµ dO desaneavataramm a S8916'04'E 2135.93' — �614.43(C) 1614.901P1) 377.20'(P1)(C) FOUND MONUMENT IN CASE NO EVIDENCE OF PERMANENT MARKINGS, IS FILLED IMTH CONCRETE. c m USED APPARENT g I INDENTATION, ?U v VISITED 4/16/06 - FOUND MONUMENT IN CASE PIN IN CONCRETE. 0.5' DOWN, 371H AVE S. & S. 130Th ST. VISITED 5 /13/06 . 1 y 703935'(0) \ Ju 7038'(P1) ..( 58917'39 "E 1774.59'(4) FOUND MONUMENT IN CASE 3' BRASS DISK WITH PUNCH MARK & "KING C0.' IN CONCRETE, 0.5' DOWN VISITED 4/16/06 FOUND MONUMENT IN CASE r BRASS DISK WITH 'X' & 'KING CO.' IN CONCRETE, 0.3' DOWN VISITED 4/16/06 N89'04'39'W 263&57' FOUND MONUMENT IN CASE SPIKE OR LEAD IN STONE IN CONC. CENTERUNE OF E. MARGINAL WAY S. VISITED 5/8/06 MONUMENTED CENTERUNE o ff S86'22'16'W zz 776.70'(0 — 7 - 70.6310R 2 N86'44'S3'E (74LCULAIED PER (R1) OWNER(S): MAJESTIC BULDERS ADDRESS 1201 MONSTEI ROAD, SUITE 330 MY/STATE/ZIP: REN101, WA 98055 235 -6604 I cm.cuutp 5 (R1) I CALCULATED S. 1/4 CORNER PER KCCS GDID #3443 CULA1fD PLAT CDITERIINE PER (R2) s z 15 CALCULATED PLATTED STREET CENTERLINE INTERSECTION N4635'32'E 7.92' FROM MONUMENT PER (R2) FOUND MONUMENT IN 3' BRASS DISK WITH 'X' N CONCRETE, 0.4' DOWN, INTERSECTION OF E. MARGINAL WAY & S. 130Th ST. VISITED 5/8/06 CALCULATED PER (WSDO VOLUME ....: PAGE SHORT PLAT NUMBER 20 0 40 N MEBIDIA WASHINGTON' STATE BANE, NORTH ZONE' PER WASHINGTON °OUICIL OF COUNTY SURVEYORS & KING COUNTY CONTROL SURVEY BASIS OF RFARINGS: BASED UPON THE V0NUMENIED WEST UNE D' 711E NORTHWEST QUARTER OF SECTION 10- 23N -..4E BEARING N01'44'34'E 40 LEGEND le-110 SECTION Q61AR1ER CALOILAIED P09710N FOUND MOINUMENT AS DESCRIBED CALCULATED MONUMENT P09D0N FOUND AS DESCRIBED SET S/6' REBAR & CAP. LS. 29287' UNLESS OTHERWISE NOTED MEASURED CALCULATED PLAT OF RAERSIDE INTERURBAN TRACTS, VOL 10, PG. 74 RECORD OF SURVEY, VOL 5, PG. 171 RECORD OF SURVEY. VOL 75, PG. l •9 TONG COUNTY CONTROL SURVEY WASHINGTON STATE DEPT. OF TRANSPORTATION RIGHT -OF -WAY (WSDOT) MAP FOR SR 689. FOSTER INTERCHANGE TO SOUTH 118Th ST. APPROVED SEPT 4, 1963, DRAWER 55, SEQUENCE 20 • (M) (C) (PI) (RI) (R2) (KCOS) SEC1101 CCRNER SITED SECTION CORNER CALCULATED POSITION SECTION QUARTER CORNER VISITED CONIFER 1IEE SCALE IN FEET DEaDUOUS TREE try of Work Deportment of Community Development 6306 Southaanter BcuIevord, Tuke04 WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3865 E tillsiZatitIndlanaL 80 30' J WATER -- •VALVE - D d FIRE HYDR 7 20' 20' R =25.00 L ■39.12 /74/739 I uj I ( Q d 1 20' a a -- - ' - NORTHWEST CORNER TRACT 45 RIVERSIDE INTERURBAN TRACTS s. 126TH STREET s891739'E 391.05 (ALDER S1 l) t0' 1 5 E. 1 7 "Ct)IP 'C REPEAT TRACT 143 RIVER�I Ti ACTS VOL 24.85'- - 44 r � ` "' A'AY �' r., i 6,593 S.F. 1 `•'i— 0.151 AC.. ,. \ i9 , `\ o rrn TRAgON 1 N 30'X4') 1 IQ S5.1 i18A0'- 1-,r - -J 15' SET-BOO( N891739'W • I PROPOSED PRIVATE 5' WATER LINE EASEMENT ,0 P PROPOSED PRIVATE o � 10' STORM DRAIN EASEMENT FOND 1/2' REBAR W/CAP MARKED 'HARSTAD LS113731, S59'35Y11'• 1.98' FROM CALCULATE/ POS110N NOTED 5/1/2006. _1_ I N - .r`•' - '�'� PROPOSED PROPOSED PRIVATE s r PRIVATE 5' WATER 289.94' UNE EASEMENT , •N - - r 62 20 LOT 1 - @ • j - A 62•20' r �d rBNLOING SERUM F 1I r r STAUDACHE. ROBERT N. + TALEVIC 734060 0664 I I 1 B F PART OF I 9 E INTERURBA PG. 108 1 N UTILITY EASEMENT K _ : DISTANCE (TYPICAL) BUILDING ! . SETBACK LINE (T(PICAL)7/ LOT 3 U. 8,241 S.F. 0.189 AC. 8,241 S.F. s 0.189 AC. 1 3 z 1 - +te J l l 1 TRENCH (30 X4) ‘ }$ \J I 6, ET-eA \ A $1 a 82.2E g LOT 2 g lFd'rc r- ` 7( ' 30.00' J i ' ` d i N891r39'1 380.01' 02.1,3•1 PRCPOSED 10' STORM DRAIN EASEMENT TRACT 45 PJIVEP.CIDE INTERURBAN VOL 10, PG. 74 KENNETH R. ANDE AND ASSOCIATES, INC. Surveying, Mapping and Land Planning 1720 South 341st Place Sults 0-4 Federd Way, Wmhhgton 98003 Dee Mine (253) 839 -1199 Tacon (253) 272 -0858 FAX k&& E- nmlaadcreanamgare.arn 100 • \ FIRE HYDRANTR - \ p4 WATER \ VALVE LOT 4 6,542 S.F. W 0.150 AC. WEST END W000 FENCE 1.4'S OF UNE HEMENVAY PHILIP TRACTS, 734060 0663 9� CA ANGLE POINT W000 FENCE 0.9'S & 0.3'W OF CORNER HENE14VR' PHILIP 734060 0665 i . 30' 01WIER(S): MAJESTIC BULDERS ADDRESS 1201 MONSTER ROAD, SUITE 330 TY /STATE/Z1P: RENTOL, WA 98055 235 -660) EASEMENT FO ELECTRIC 1RAN510S90N ANb 01510151 A FOR an a ., • SEA77tE REO. 7905111015 r 0 40 0 A. ) \ \ J \ N34'03'11'W 2134' N844739'W 55,19' HE?0 NVAY CANNEL 734960 0661 G VOLUME _ PAGE « 6STnOi6 � P6t ATI WSD01' STA: 81+00 • 110.000 L eF4— -4-93. iC r 7 DuF TED \ \ \ nI \ I 11 \ \ R =25.00 \ \ 39.12 1 1 \ L 1 69'39'11' 1 \ 6.594 S.F. 1 & 0.151 AC. \ 1 1 1 \ PRCIPOSED \ V �\ \ -. M' 1 5 SIDEWALK \ ' ' - ' - `-,g,_ ... \ \ � \-- � CURB L'_ _ o - 1 62 .20 1 PROJECT INFORMATION DEVELOPMENT DATA. PROJECT NAME SITE AREA SITE ADDRESS ACCESSOR'S PARCEL NUMBERS ZONED MINIMUM LOT SIZE SETBACKS FRONT SECOND FRONT SIDE YARD REAR YARD BUILDING HEIGHT (MAX) UTILITIES: SEWER WATER POWER TELEPHONE FIRE DISTRICT PROPERTY!: 7945200020 —7 126TH STREET SHORT PLAT 1.04 ACRES 40XX S 1261H STREET TUKWILA WA, 98188 PARCEL k 7340600661 PARCEL B: 7340600662 LDR 6,500 S.F. 20 FEET 10 FEET 5 FEET 10 FEET 30 FEET VALVUE DISTRICT 125 PSE QWEST TUKWILA SE 1 -- ------ --- i� - '%� \ - -- 1 \ 1 - -- - - - - - -- - 7+ , 1 PROJECT TEAM PROJECT ENGINEER: BRIAN G. HARRON, PE PATRICK HARRON & ASSOCIATES, LLC 14900 INTERURBAN AVENUE 5 6279 SEATTLE, WA 98168 206-674 -4659 PROJECT SURVEYOR: KENNETH R. ANDERSON AND ASSOCIATES, INC. P.O. BOX 4173 FEDERAL WAY, WA 98063 253.838.1199 PROJECT CONTACT: MR. JONATHAN HARKOVICH DAVIS REAL ESTATE GROUP 1201 MONSTER ROAD SW, SUITE 320 RENTON, WA 98055 PARCEL OWNER: BUILD & DESIGN GROUP P.O. BOX 906 FALL CRY, WA 98024 126 TH ST SHOFRT 1 /4, SW 1 /4, SEC 1 0, TWP 23N, / \ 4aar L LEGAL DESCRIPTION PROPOSED IMPERVIOUS INVENTORY NEW ASPHALT 1,163 S.F. WALK & CURB 2,321 S.F. DRIVEWAYS 1,200 S.F. NEW IMPERVIOUS 4,684 S.F. CREDITS: REMOVE EXISTING IMPERVIOUS ROAD SURFACE 511 S.F. NET NEW IMPERVIOUS 4,173 S.F. PLAT PARCEL k 45 RIVERSIDE INTERURBAN TRS N 132.5 FT OF W 200 FT OF POR S OF S LN OF S 126TH ST PARCEL B: 45 RIVERSIDE INTERURBAN TRS N 132.5 FT OF POR S OF S LN OF S 126TH ST LESS W 200 FT LESS ST HWY DATUM CITY OF SEATTLE VERTICAL DATUM (NAVD 1988) '40TH AVE S EXTENSION NEW IMPERVIOUS 2,002 S.F. (NOT COUNTED IN IMPERVIOUS AREA CALCULATIONS FOR SHORT PLAT) RGE 4E, M . /, .Wa ') \ \ \ \ \ = ► \ 0 \ A. 1 V ` 20 40 \ / \ \ HOFZ ,LLSCAE \ \ \ \ / \ \ \ 1 1 1'` ', \ / 1 • L - - \ \ V''\ 7 SHEET INDEX • 1 1. COVER SHEET & SITE PLAN 2. EROSION AND SEDIMENT CONTROL PLAN 3. EROSION AND SEDIMENT CONTROL DETAILS 4. GRADING AND DRAINAGE PLAN & PROFILE 5. FRONTAGE, GRADING AND DRAINAGE DETAILS 6. UTILITY PLAN EXISTING 0 FOUND REBAR (AS NOTED) — eoTV -- OVERHEAD CABLE TV IVES OVERHEAD ELECTRIC LINES —UGC— UNDERGROUND ELECTRIC LINES —G— GAS LINES —SS— SANITARY SEWER LINES Inc— OVERHEAD TELEPHONE LINES -W— WATER LINES )' )( FENCE US NOTED) Q 0 3 CON1TRa15 TREE 01000 15 TREE ASPHALT VICINITY MAP NTS COVER LEGEND F— GUY AN610R E PAD MOUNTED TRANSF00lER UiWTT POLE Q- - OURITY PCIE WALMDURE SANITARY SEVER MANE SANITARY SEDER STUB FTE HYDRANT MATER MEIER WATER VALVE MAR BOX Sid (A5 NOTED) DAIL HOLE/TEST PIT PROPOSED • CB (TYPE 1) STMH (TYPE 2) SANITARY SEWER MH M WATER VALVE • WATER METER/SERVICE ▪ FIRE HYDRANT UTILITY POLE GUY WIRE a LIGHT POLE SIGN WELL MALL BOX EXISTING RIGHT OF WAY PROPERTY UNE ®STORM DRIANAGE LINE SEWER UNE WATER UNE ASPHALT Ii CALL 4U ROUES 8lORS TOII DX 1- 600 -4841 -6666 Y m a APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER BY DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES' W Z W J cn • W w I O • � U oo PATRICK HARRON & Aaa) Patrick Herron & Associates, LLC Engineering Planning 14900 149■41.9, A,,.. S. 9010/ 14644sr 279 SAMOA WA 96166 r 206.674.4669 F 206.674.4660 maGma 06110 SC/GH m . SC BGH < J = a. I— Ce co O T . = _ U 0) = 0) N o r 11.16.06 GYM 1' = 20' 1 6 (TED IVED 126TH ST SHORT PLAT SE 1/4, SW 1/4, SEC 10, 1 23N, RGE 4E, W.M. 1Y YIN. THICKNESS AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -0-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH INGRESS/EGRESS AREA OF CONSTRUCTION ENTRANCE NTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL ANY DRAINAGE FACILTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. 2. GRAVEL SHALL BE CRUSHED BALLAST ROCK, 6' TO 1? IN DEPTH AND INSTALLED TO THE SPECIFIED DIMENSIONS AT THE ENTRANCE. 3. THE GRAVEL BALLAST ROCK SHALL BE 4' TO 6' IN DIAMETER AND PLACED ACROSS THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA THE LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. 4. IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER ONTO A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENTIENT AND EFFECTIVE. 5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2' STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. JOISTS 11 LEER MEC 001. E SPLICED 4E POSTSIH sml+{i:. TIE1615.w EDL001E 010 ATDfi1 NaIC lO ross 14 I I I I POST aHmW 1 a0EASED 10 r E IM RE 000010 IS USED u r POSTS. . R RENR OR Ea�00100 MOTE RISER I 2A 1 0011 E WARM MAR COMA MENDER POSSIBLE SILT FENCE DETAIL NTS BY 0 d 4d HOYROH L4 TALSCALE ESC LEGEND ® CONSTRUCTION ENTRANCE O SILT FENCE UMITS OF CLEARING CALL ea MOUES IBEPOF8 YOU DM* 1- 41100-4a4 -6550 APPROVED FOR CONSTRUCTION CITY ENGINEER DATE BY DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES' RD Pc 4444444 -J Ct Z W O 0 0 • Z CC W Q W og W PATRIOC HARRON & \ASSO(�ATES, Petrick Herron & Associates, LLC Engineering Planning 14000 Inee,uroen Ave. S. Suite Nu,,,wr 270 SeeMe. Dv■ 06166 206.e74.460a F 206.074.4660 06110 C SC DOM MI, SC/GH BGH D6.04.07 1' =20' ON* NE3 2 • 6 126TH ST SHORT PLAT SE 1/4-, SW 1/4, SEC 10, TWP 23rd, RGE 4E, W.M. EROSION PREVENTION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL NOTES (CONT.) RECOMMENDED CONSTRUCTION SEQUENCE AS DESCRIPTION 1. At all times, any disturbed areas left unworked for more than 30 days shall be seeded. 1. Approval of this erosion and sediment control (ESC) plan does not constitute an 2. May 1 through September 30, temporary cover measures shall be approval of permanent road or drainage design (e.g., size and location of roads, 1. Pre_construction meeting. installed on ALL areas left undisturbed for more than seven days. Pipes, restrictore, channels, retention facilities, utilities, etc.). 2. Flag or fence clearing limits. 3. October 1 through April 30, minimum wet season requirements: 3. Post Notice of Construction Activity sign with name and phone number of ESC a. Install temporary cover measures 011 all areas that wall remain 2. The implementation of these ESC plans and the construction. maintenance, supervisor. 4. Install catch basin protection if required . unworked for more than TWO DAYS and on stockpiles and steep replacement, and upgrading of these ESC facilities is the responsibility of the an and fill slopes. applicant/ESC supervisor until all conshukxio n is approved.. 5. Grade and Install construction entrance(s). b. Retain onsite a quantity of cover measures materials sufficient to 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. ConsWd sediment ponds and traps. cover all disturbed areas. 3. The boundaries of the clearing limits shown on this plan shall be dearly flagged a By October 8, temporarily seed and mulch all areas that will be by a continuous length of survey tape (or fencing, if required) prior to construction. 8. Grade and stabilize construction roads. beyond 9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) d. Mulch during the wet season. During the construction period, no disturbance Mond the clearing limits shall be d. Mulch all seeded areas. permitted. The clearing limits shall be maintained by the applicant/ESC simultaneously with Bearing and grading for project development e. Stabilize all construction traffic areas, unless already graveled. supervisor for the duration of construction. 10. Maintain erosion control measures in accordance with tong County standards and manufacturer's recommendations. F. ESC Maintenance 11. Relocate surface water controls and erosion control measures or install new 1. Failure to maintain ESC measures in accordance with the approved 4. The ESC facilities shown on this plan must be constructed prior to or in maintenance schedule may result in the work being performed at the conjunction with all Bearing and grading so as to ensure that the transport of measures so that as site conditions change the erosion and sediment control performed direction of the Director and assessed as a lien against the property sediment to surface waters, drainage systems, and adjacent properties is always in accordance with the Icing County Erosion and Sediment Control where such facilities are located. minimized. Standards. 12. Cover all areas that will be unworked for more than seven days during the dry 2. During the life of the project the Permittee shall maintain in good season or two days during the wet season with straw, wood fiber mulch, compost ;a QQ Q QQ ' h : n �s•, c •' �- '••. �� Y• �' �J I ownaES s/o��l EROSION & SEDIMENT CONTROL PLAN condition and promptly repair, restore, or replace all grade surfaces; 5. The ESC facilities shown on this plan are the minimum requirements for walls, drains, dams, structures, vegetation, erosion and sediment control anticipated site conditions. During the construction period, these ESC fadlities plastic sheeting or equivalent measures, and other protective devices in accordance with approved shall be upgraded as needed for unexpected storm events and modified to 13. Stabilize all areas that reach final grade within seven days. plans- account for changing site conditions (e.g., additional sump pumps, relocation of 14. Seed or sod any areas to remain unworked for more than 30 days. 3. The Pemdttee shall monitor the downstream drainage features, and shall, ditches and sift fences, etc.). 15. Upon completion of the project all disturbed areas must be stabilized and best with the Director's approval, remove all sediment deposition resulting management Practices removed if appropriate. from project- related work 6. The ESC facilities shall be inspected daily by the appfcant/ESC supervisor and 4. The Director shall assume maintenance and operation responsibilities for maintained to ensure continued proper functioning. Written records shall be kept all ESC measures located within public easements and rights-of-way, of weekly reviews of the ESC facilities during the wet season (Oct. 1 to Apnl 30) following final acceptance of such fadlities by the Director. and of monthly reviews during the dry season (May 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not tie POLLUTION PREVENTION PLAN disturbed for two days during the wet season or seven days during the dry season Any construction project that includes any of the following activities must provide shall be immediately stabilized with the approved ESC methods (e.g., seeding, best management practices to prevent surface water pollution: mulching, plastic covering, etc.). 1. Dewatering 2. Paving 8. Any area needing ESC measures not requiring immediate attention shall be 3. Structure construction and painting addressed within fifteen (15) days. 4. Material delivery, use. or storage (sod, pesticides, herbicides, fertilizers, ds, lime, paints, solvents, 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum detergent plaster, petroleum products, acids, wring compounds) of once a month or within forty-eight (48) hours following a storm event 5. Solid waste 6. Hazardous waste 10. At no time shall more than one (1) foot of sediment be allowed to accumulate 7. Contaminated soils within a catch basin. All catch basins and conveyance fines shall be cleaned prior 8. Concrete waste to paving. The cleaning operation shall not flush sediment laden water into the 9. Sanitary/septic waste downstream system. 10. Vehicle or equipment leaning, fueling, or maintenance. 11. Stabilized construction entrances and roads shall be installed at the beginning of constnuk on and maintained for the duration of the project Additional measures, such as wash pads, may be required to ensure that all paved areas are kept dean for the duration of the project. 12. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate PAT RICK HARRON & `A$$OCIATES, LLC) Patrick Marron 8 Associates. LLC Engineering Planning 14900 Ines .fiver. S. s.ne ...,..,e., z s..w., curt Del eV r 206.874.468. F 206.674.4600 storage capacity. If the facility is to function ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginning of the wet season (Oct_ 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded arid those areas to remain uncovered shall be submitted to the DDES inspector. The DDES inspector can require seeding of additional areas in order to protect surface waters, adjacent Properties, or drainage facilities. 06110 °" h SC SC/GH . BGH I , O U) 3 = U) � I- CD X CV 0 126TH ST SHORT PLAT 40XX SOUTH 126TH ST TUKWILA, WASHINGTON 0A1616 as souse =WORE Y017 DI@ 1-e00-424 -6555 i' ,� APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER BY DATE 06.04.07 1' = 20' UTILITIES SUPERINTENDENT APPROVAL EXPIRES- �er 3 6 ' ' "" m - - - 1 1 1 1 t / 1 .'6TH S E 1 /4, S SW 1/ 4, SE S S11-101=Z 1 0, - 1 - NA/F' 23 P �d . FZGE ` C r ' \ ` \ \-'"a', "r11,N� 1 \ 1\ \ 1 ..._.../ \ kok \ \ ■ \ / \ 4 \ ,Y=\ \ 1 \ \\ k n:1\ k \ \\ \I ,19+ \ \ \ " � \ \ \ \ \ \ � \ I z NOIldIa3830 \1 , { „..,.,, I .o •,, - __ �'' , • � - •` SfA: 1 +38.77 13.25' GRATE 87.68 • STA: 3 +39.33 (11.10'Rf) eT3' p: - • _ ,\ :` t:,, '-F ^= - -�n `f3e -- - , I 31V0 � ,/ "'In�,,��r �, 'I' ' 'r•r k � `r - "F •s._ t :;, - ad1i fe 4 4 f�� - -•.�._ -' -= - \ - - �"k ... ` - - _ / \ \ �Og L - - \- �s = \ ... ei +'#'�• - L�iF'.Y' r ° _�y� - \ \ \� .� as as 88888 GRATE eo.s 12' IE 77.6 .�., z - .... 9 I - E43:. .---' '^ -•.... -"` . tom _- ,. .'F `•'i- - -- .. .ry �,.. 9 .=. ._. -: ..--.. -., - -,- ,:'� .... r... \ \ \ \ G h `r ••.9p � 4�d'7 -� -x`- ' ec 'mac - -,! - r e / \ \ • e� cs�, 3�7.� -.. 'L`�� ! \ Y Vin„ ,_ -h. �O III SAWCUT k PATCH � !o o CITY of .�illc Ac PER i�: 7UKWIU STANDARDS 0 20 40 INFILTRATION \ 1 CH 1 1 ,.�\ 1301x4'Wx4'D _ \ q \ -�: -__ �\ \ \ \ \ ' _ 1 \ \ _, _ � - ,i_ ... _ 1 -. - C \ -' • // ` \ \ \ \ +s�. / \ 1 \ TA •"'C.`' _ _ _ \_, ° _ { E7�I<tE5 a /07 I -• •• GRADING AND DRAINAGE PLAN AND PROFILE !� /� 1TOP 79* I " ( ) \ u 4 IE 76.5 1 LOT \ _ \ v \1 1 `.' . t- \ � \ \ & ` ` ` \ \ \ , \ \ -- -\ \� \ \ � \ \ \ \\\\. LOT v ., \ i ' � ^ ' _ . ' L i \ \ LOT 3 l l ` \ _. , 0: • +-4\ ` / \ ' t .., \ \\ \ \ I, 4 IE 101 ' /� r \ \\ \\ \� \'`5- / \I :YARD DRAIN 1 :. :•I 9 1 \ '''." ' ` \ ` 4 ' : .- 4 \ 1 \ 1 \ z P`ynf 1 \ '4' IE 76.5 \ \ ` ;, - - - - � \N891729'W 11800•, -- \ \ \� �� \ n : • .il: .. / 1 �4\ IE 1oos� � -. / / I \\ 1 HORIZONTAL POTENTIAL STORM UNE , `�`" - F ` / \ \ / / `' \ '' \ \ \ \ / INFILTRATION i r1 ,I „,.. ,I =�\ -SEE DETAIL I \ \ - SHEET • 6 ' = \ ' "'" t / 30'Lx4'Wx4'D - - `' ' \ '�''t . YARD DRAIN \ TOP 1021 4 IE 99.5 ` \ - -� \ J \ I\ \ I INFILTRATION 1 30'Lx4'Wx4'D I 1 TOP 8 80 I 4' IE 80.5 I 1 1 -�� I 83* D DRAIN I 'IM �- I _ _ �_ \ \ � 4 IE 88.5 \ \ \ � { .-_- \ \ I - - _ _ - - - ___ SD / �• 'C I?� ti 0 V \ ` \ \. 7 ) ` � 5 B_ °' / / \ - 1 5 BSBL - - � INFILTRATION ' _- •■ /� \ ,f SEE NOTE THIS SHEET. ;;;; (11.25itT) 4 LF 1IY , - 3 11.12% 1 1 I 1 1 \ \ I r\ 14- 1 \ I I I 1W l 1 . RIM •9t ' tJ \ 4' IE \ 96 . 5 / 1 9Y , / S• \ / �4 4E .5 / .. F °-_ / \ L OT 5 / � \ t � i INFl0N 1 ) - f \ \ 1 ,D` \%f\\(\ gam . :1 - -4' IE 88.5 i. \ PATRICK HARRON B A ssogATE LL ) PM Patrick Marron B. Associates. LLC Engineering Planning +4900 :0..0..e.0 w ». s. sw.. ra....:e.. 879 s...w. w.. SWUM r 309.974.4039 F 209.974.4990 \ � 1 \ \ - y, \ TR- , r _ / 1 304 „olio 1 jl 1 - _ _ 1 ��: � ° a��' >�:�j 1 \ ! \ ' 1 / 1 - 22 +R - -- - \ TOP 99� / I � 96.5 r _ \.'8;r�// � 1 { ' r T •- 5 °i ,' , r747G / F -s / : IA 7 , \ PERF011E9) -_`_ , l \ \ 1 - , R - - '� i ,,,, /, � \ - - // 1 L 1 \ - _ _ _ ST - 2 +� _ 1 ..y. c 1 \ , I a E. • 7[41.- 12' IE 4t. _ _ - N- - - 4'Wx1 l '(2H :1V) O IL TRATION INFILTRATION INFILTRATION TRENCH OVERFLOW _ 8' IE 98t SOCO • 9 LF 6'0 6' IE 58 : 8.25 DRAINAGE NOTES -`�7 7 - OF PROPOSED STAU. N' SHORE PLAT DEVELOPMENT TO SOUTH (TO BE COORDINATED WITH PROJECT CIVIL ENGINEER) . • • a . � .,. PATH (SHEET TYP) _ r 1 0 2. 8% / STORM 80 70 60 EXISTING GRADE I Ur tNIIAL SIUHM UNt - II - it I I -- - - 80 1. Storm drainpipe materials for systems shall be reinforced concrete. ADS N Hancor 1-1I-0 with air testable joints, ductile iron class 50, or HDPE. 2. Infiltration trenches to be constructed at time of building permit P & WATER UNE CONI-ULT SEE NOTE THIS SHEET. / a 06110 ... R SC � SGGH 9.� BGH O CENTERLINE - I I CONNECT . DRAINAGE / :, '/.. � .../ \7 'D �' �o1+1 / \ .SR j' i P ., j - / I I I I - 1 3. Potential storm line and water line conflict Contractor to field locate line. If there is a conflict, add an additional catch basin to coped drainage from CB81 at an appropriate location away from existing water line and tie into do wnstream storm system. SYS DAN AR. PROPOSED SHD PLAT T DEVELOPM a T TO SOUTH / CO f F- O x = 7 F- > F C.0 X 126TH ST SHORT PLAT 40XX SOUTH 126TH ST TUKWILA, WASHINGTON ':. •a NATED WITH �(_ ..-- 9, ,LMP Py ft jF:C„''-- \1 ' -' / S 3; 11.10' RT 70 PROECT • VIL ENGINEER) , y F /' 41P 6 GRATE 80.60 12' IE 77.60 28 Li 12' SD / L ' I . • E•FS �' C''' O OH .- / 5 \ �'__ -- '' � O 3.57.%, STA 1 +38.77, 13.25' RT 08#3. TYPE-1 GRATE 81.68 12' IE 78 .. -- _. _ -' � ''' CALL 48 uouas g woo y�� l a : - -. I - - 11. STA 3 +47.47, 1.18' LT 60 S C �TA 2+86,09, 25' RT Cc PIPE -1 EXISTING SSMH RIM 81.69 6' IE 72.24 (S) OUT r IE 72.47 (E) IN 1 V --GRATE E 6270 STA 1 +99.16, 0.96' LT 40TH AVENUE SOUTH PROFILE APPROVED FOR CONSTRUCTION BY DATE EXISTING SSMH RIM 65.29 6' IE 55.66 (N) IN 6' IE 55.56 (S) OUT SCALE: HORIZOMTAL 1' =20', VERTICAL 1' =5' CITY ENGINEER BY DATE dn: 06.04.07 F ti s 1' = 20' UTILITIES SUPERINTENDENT APPROVAL EXPIRES' _ 4 ,. 6 /inn 1-1-nn d4.nn DEVELOPMENT PROPERTY 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER PER CITY OF TUKWILA STANDARDS 2" CLASS B ASPHALT CONCRETE 1.5 CRUSHED SURFACING TOP COURSE 0.5" CLASS B GRAVEL THICKENED EDGE CURB PER CITY OF TUKWILA STANDARDS 2" CLASS B ASPHALT CONCRETE 1.5" CRUSHED SURFACING TOP COURSE 0.5" CLASS B GRAVEL .5' R/W R/W 1.5' •-; 2H: iv MAX 5' 3.9'± 10' 20' a O w w CL 12' 7 7.1'± I EX. ROADWAY z i J X I- D 40TH AVENUE SOUTH SECTION NTS 40' CL % 10' �O /N %mod 126TH ST SHORT PLAT SE 1/4, SW 1/4, SEC 10, TI/VP 231.1, RGE 4E, W.M. 8'± 2H: 1V 20' MAX R/ R/ PROPERTY #: 7945200020 SECTION C-C 40TH AVENUE SOUTH EXTENSION SECTION NTS .5' DEVELOPMENT PROPERTY 4 CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER (PER DETAIL THIS SHEET) 0.5" CLASS B GRAVEL R/W 2" CLASS B ASPHALT CONCRETE 1.5" CRUSHED SURFACING TOP COURSE 5' 5 3.8' 1' 14' 2'± a d w W z J F w 00 Q Q (n � INFILTRATION TRENCH DETAILS NTS CL 25' EX. ROADWAY 25' R/W SOUTH 126TH STREET SECTION NTS CALL 46 80IIRC fEFORS 4oa asa 1-84 -6666 BY BY APPROVED FOR CONSTRUCTION CITY ENGINEER DATE DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES' m 06110 SC/GH PATRICK HARRON 8 _MATES, uy Patrick Herron 8 Associates, LLC Engineering Planning 14900 Inr..u.wn F.... S. au9. NumWr 2T0 9..5». w.F 051.1 T 205.574.4559 F 205.574.4550 SC et BGH z 0 h 0 z 1- f- 06.04.07 aents = 20' 5 6 METERS TO BE RELOCATED BEHIND WALK (LOTS 1 & OFFSITE). 3/4 MIN. SERVICE UNE (TO BE FIELD VERIFIED). 1 I r \ f J I \ ., •P101. + - 1 ■ V < \ `� . * i Mt IFJA TO BE EXISTI WATER \ . 3 RELOCATED BEHIND - "MU tics 0 BE • �� .. \ ' WAU( (LOTS 4 & 5). RELOCATED BEHIND � . .. v ; 3/4 MIN. SERVICE UNE - - - - \ � i (TO BE FEW VERIFIED). , 3/4 MIN. SERVICE UNE \ , .. s , 1 ,... .....v......,. (TO BE FIELD VERIFIED). ,_ \ ' �� \ .,\ ''.\ \ \ STA 3 +73.74 5.74' RIM 106.81 IE 96.79 (SE) I E 96.76 (W) STA 3 +47.47 (1.181T) LxIJ IINI, JJMH RIM 81.69 IE 72.47 (E) IE 72.24 (8) 0 20 40 tY]RR0 6GIF POTENTIAL STORM UNE SEE NOTE THIS SHEET. STA 1 +99.16 (0.961T) RIM 65.29 IE 55.66 (N) IE 55.56 (S) R0, -62e20 \ . L =5 IEAS SS6(s) � � —76 126TH ST SHORT PLAT SE 1/4, SW 1/4, SEC 10, 1 23N, RGE 4E, W .M. SAWCUT PER D PATCH AC 1 \ \ — w�� 2 SIORY 1020 FRAYED MOUSE 1 I \ \ i 1'\ �,\ ■ \ \ \ \\ ,� _ \ \\ 1 \ \ ■ \ \ \ \ i \ \ ■ ■ i \ \ \ ■ i� i \ \',11 , \ m \ T,u„,,, \ T UTILITY NOTES 1. Side sewer cleanouts shall be Installed per valvue water and sewer district standards. 2. Potential storm line and water line conflict Contractor to field locate exact location of water line. If there is a conflict, add an additional catch basin to collect drainage from CB#1 at an appropriate location away from existing water line and tie into downstream storm system. -- - -- \ \ \ \ / / \ \\ \ \ \ \ \ \ \ r et 1 1 ■ 1 1 / 1 \ i 1 � A APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER BY DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES* a w 0 06110 SC/GH z J 0 PATRICK HARRCN & LLJ PEE Patrick Herron S Associates, LLC Engineering Planning 14000 ,nt.o,.e.n Ave. S. SW. Flume., 270 64414 Ww 96166 r :06 674 4669 F 206.674.4660 666. SC BGH PAIM 08.04.07 1' = 20 6 6 0 +0060' ROW XXX PROPERTY APPROXIMATE DRIVEWAY LOCATION EDGE CURB PER DETAIL (THIS SHEET) 126TH ST SHO@:RT PLAT SE 1/4, SVV 1/4, SEC 1 0, TVVP 23 N, F2GE 4E, W. M ROW 40' HORIZONTAL SCAjF DENBLDPYENT PROPERTY THICNEl10D EDGE CURB SEE 0W0. N0. 100( CLASS B ASPHALT CONCRETE' CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REWIRED DEPENDING ON 5OLL CCHDIOONS SEE SEC. 4.02 & 4.03 R/W 211 tt MAN 9U1V MAX R/W NOTES 1. THIS GRAM 40 LLMSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION. ALTERNATIVE t. ACTUAL SURFACING OESW FOR ARTERIALS ANO WyMERCIAL ACCESS 5110010 94AL1 BE BASED ON SCR S AND TRAFFIC ANALYSIS PER SEC 4.03. DE9p1 FOR RE90ENTIAL ACCESS SHALL BE N ACCORDANCE 5054 SECS 4.01 AND 4.03. 2. GRADES: MINIMUM 0.58 MAXIMUM SEE SECS 2.02. 2.03. 2.04. AND 211. 3. SIDEWALKS SHAT 8E 8 FT. BIDE 81 BUSINESS OIBTR8CTS AND 0.5 FT. 100E 014 ARTERIALS F NEXT TO 1RAIF1C LANE. 5 FT. CODE F NEST TO PARKING OR BIKE LANE, OR BEHIND PLANING STRIP SEE 5E000N 3.020. 4. FOR MD111S OF PAVEMENT. SHOULDER. AND RIGHT -OF -WAY. SEE SECS 2.02. 2.03. AND 2.04. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 6026 AND DWG. N0. 5 -001. 6. SEE CHAPTER 7 FOR CATCH BASIN AND SCORN SEWER LOCATIONS 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. 40TH STREET SECTION NTS 0584050 CONCRETE EQUE n19R NOM t SEE SIC. 394 KW FOR JOINT RFDIARWG10S. 2 ROLL OURER TO MATCH POSI1NE SLFEELOMXIN. 3 91 ORABBIG N0. 1 -006 FOR 0080069pN C/ FILL 04 RNXBAY 69100 CURB F REQUIRED. 4 FOR 11100014. POUR 00140740107854. 1/P EDGED CITCOM MAY ADJACENT REPLACE x JONT AT MEFAOE DEEMER THE CURB MO E SEE SEC. 3.03 FOR INTRUDED CAM ANCHORAGE THICKENED EDGE CURB DETAIL NTS APPROVED FOR CONSTRUCTION BY DATE CITY ENGINEER BY DATE UTILITIES SUPERINTENDENT APPROVAL EXPIRES' RECEIVE MAR 16 co z 0 8 CO CO 0 4444444 PATRICK HARRON & ASTES, LL� Rml Patrick Harron & Associates, LLC Engineering Planning 14900 InOwuremn ANA. B. Butte Nun,b.r 279 13e040.. WA 99168 T 206 674 4660 F 206.674.4660 08110 SC/GH 11.18.06 1' = 20' 1214M11110 SO. 3 1 111 ew MSC BGH COMMUNITY OEYE OPMEIE 126TH ST SHORT PLAT SE 1/4, SW 1/4, SECTION 10, TWP. 23 N., RGE 4 E, W. M. •,. ----.410-- __ 4,4--- -- �v�- J I / Y + DG sm+>ol ` , ' i \ '\: 2,,,,,)„,,,,,,,,, / \ f & \ f� + 00 i t i +0 +T9 i 1 \ V ` j .,5• - \ I / r ` I 1 I I / / \ 1 ! �a sA sr - '�1 -� o � w. xv 1 Q� • T . 1 /o / - *OF! j?i�l 1111 ? 71►#i 7118 a�'' % C7) SO 1 1 1 1 \ I \\ _ � I �� \ - -y M '- / ✓ 3 ' I FREE EE x . 14 1 3 0' STREET TRJ<E I \ \ a \ \\ \\ \ I 1 SP CI T�\ N \ \ BUFFR �11��\\� `S. SPACING, TYP. `: I \\ \ \ 1 \ . ..\-‘ I R I f I -- + c. -- _ 7 2 - _ __ \ - -- fit L \\ \ DR I ^ \ \ 1 "��•.�� \ \\ ._ -ab- _\ � � � \ ti 98-=. 5' LANDSCAPE 981 � \ \ /� I \ \ II I \ \ I BUFFER, TYP. � \\ \ yam I I 1 1 \ I \ l • / , 1 \ III L - ` t 1 1 1 \ 1 \ \ 11 \ \ 1 \\ \ \---� ----- -_ 11 L- _ -- ' PLANT SCHEDULE SYMBOL BOTANICAL /COMMON NAME SIZE REMARKS TREES NOTES Acer tataricum / Totaricum Maple Thujo plicata/ Westem Red Cedar Pseudotsuga menziesii/ Douglas Fir Prunus cerosifera / Thundercloud Plum Si —IRUBS Cistus / Rockrose GROUNDCOYERS Gautheria shallon / Salal 2' CAUPER 10' -12' HT. 6' -8' HT. 6' -8' HT. 2' CALIPER 10' -12' HT. WELL BRANCHED, STRAIGHT TRUNK WELL BRANCHED, STRAIGHT TRUNK WELL BRANCHED, STRAIGHT TRUNK FULL HEAD, WELL BRANCHED, STRAIGHT TRUNK 5 GAL FULL, 36' 0.C. TRIANGULAR SPACING 1 GAL FULL SHAPE, 18' 0.C. 1. INSTALLATION OF PLANT MATERIAL PER PLAN, ADJUST FOR LOT ACCESS AS NEEDED. 2. STREET TREES AND LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. 3. CALL BEFORE YOU DIG R ECEIVED MAR 1 fi2007 Q w d`-`.1 Q6 U �' 0 Z2. J = . STARK STAT3 OP WASHINGTON KEG1STF9.® " Mg ECr 12/31/06 - - - -- \ !gyp , � ;, 1 / \I \\`` \ \ \ ',, \ ❑ !II I 1 + — 1 _ -4.v-- ir \ a / 1." //A,d s \ '' ‘,111//, - ow_ -1\4_ ■ ,.. .... \ / \ - -- 1 N 0 / I 1 +00 +004 +T9.0 �\\ \ q r � e� `� - - - -- -� - ,5 I \ � \ I $ 1 li !rays- - ii n, Ar - . — _ -. - - .�..- ` °_ / /::�A�.�'+�!"'y;�wf �fi /i�!'%ii� ?M1w7G•�i��'�� ._ . 1A� _A� 1 �� A r " sa• i `f.►v \ �` - s�� o rs - // 4 -y -• \\ ‘ \ \ ■ - , iir,,t ,,,i, , �� /�� 0 20 40 L 4 +6,Jl WIN i _ i G � S, TR �'r( I /' \ 3 � ' ET TREE �? \\ �% SP ,\T \ \ V �� I BUI R,-17 I \ ---, ■ �:'j A 1 V ..�T� �i I . Ia 30' STREET TREE .' \ �'t�1� SPACING, TYP. L 'r, � l I :,�,. \ N ROOF OR \ 1 1 \ \ \ \\ `\ \ / \ ■ _ T - / ? 1i •--•- \ , / '�ia,`1 \ 1 I I o \ \\ ie N // 1 5' BUFFER, LANDSCAPE TYP. I I I I 1 —" ` I I I � I I _,, — ��__ I I I I I - -_____ e `� -1 1 I I �_ 1 f 1 I `\ 1 1 I \ 1 \ t \ I \ t \ + \ \ \\ �� r! , \ \ . / N I e/T I\ \ 1 - eon _ \ \ -- -- \ 11_ '� ---_— tea_- ...L\f.11j\ A :1 ! \ ` 1 �'' -- ♦ - � '•�n�t � / -\ \ I 1 ` ` \ A � 1 - _____ ___- -- i 1 1 A --A3 wa \ HORIZONTAL SCALE 126TH ST SHORT PLAT SE 1/4, SW 1/4, SECTION 10, TWP. 23 N., RGE 4 E., PLANT SCI-4EDULE SYMBOL BOTANICAL /COMMON NAME SIZE REMARKS NOTES TREES Acer tataricum / Tataricum Maple Thuja plicata/ Western Red Cedar Pseudotsugo menziesii/ Douglas Fir Prunus cerasifera / Thunder Plum SHRUBS Cistus / Rockrose 5 GAL GROUNDCOVERS Gautheria shollon / Sala! 1 GAL 2" CAUPER 10' -12' HT. 6' —B' HT. 6' -8' HT. 2" CAUPER 10' -12' HT. WELL BRANCHED, STRAIGHT TRUNK WELL BRANCHED, STRAIGHT TRUNK WELL BRANCHED, STRAIGHT TRUNK FULL HEAD, WELL BRANCHED, STRAIGHT TRUNK FULL, 36" 0.C. TRIANGULAR SPACING FULL SHAPE, 18" 0.C. 1. INSTALLATION OF PLANT MATERIAL PER PLAN, ADJUST FOR LOT ACCESS AS NEEDED. 2. STREET TREES AND LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. 3. CALL BEFORE YOU DIG RECENEO SEP -6 1601 ?ENMIt .ENTER lYleM R B75 STATE OF WASF@IGTON REGISTEZED Wegg CERIIFICATE NO. raj U w er w . Q�. UN rn 0 • Z =: Q <� Js STARKI 1 of 7 Om3D B75 1' = 20' 12/31/06! 06110 .Err 126TH ST SHORT PLAT 40XX SOUTH 126TH ST \ 'g TP -3 40 Scale 1" = 40' 80 eference: Site Plan based on electronic site plan provided by Kenneth R. Anderson and Associates ated May 25, 2006 and titled "Farnum / Tiede ". Cornerstone Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Phone: (425) 844-1977 Fax: (425) 844 -1987 LEGEND TP -1 Number and Approximate Location of Test Pit C -1 Number and Approximate Location of Roadway Cores Majestic Homes - Farnum Property File Number Figure 2064 1 2 sposeoti Ski +`ArzNutevt � PLAT PIA/ Ouilf'&141 &OS ) ft‘ Aeon-) _ , Ot v - ot t., 4 )1r s. 12G411. Breen* 1 s' 09 4 \ 9%. d1 �- szis� . • Brea " ■ . 14 1 - 4:.. 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