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HomeMy WebLinkAboutPermit L08-063 - HOVHANNISYAN ARMEN - SHORT PLATHOVHANNISYAN SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13222 - 37 AV S L08-063 October 4, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Armen Hovhannisyan 13328 NE 70th St Redmond, WA 98052 RE: Notice of Expiration Short Plat L08 -063 Dear Mr. Hovhannisyan: On August 6, 2009, the City granted preliminary approval of a two lot short plat (L08 -063) at 13222 37thAve South. The City's Preliminary Approval Letter specified certain conditions that had to be complied with prior to recording of the short plat. Additionally, the Preliminary Approval Letter noted that recording of the short plat must occur by August 6, 2010. As permitted by the Tukwila Municipal Code (TMC), the City granted you an extension until August 6, 2011 to meet the conditions set forth in the August 6, 2009 Preliminary Approval Letter. This letter is to inform you that the City will expire your short plat application because you have not complied with the conditions of Preliminary Approval. The TMC does not allow a short plat approval to extend beyond two years from the date the preliminary approval was granted. If you wish to continue with the short plat, you will need to submit a new short plat application. You will be required to comply with all land use applications at the time of submittal of a complete application. If you have any questions, please call (206) 431 -3684 or send an email to Brandon.Miles @Tukwilawa.gov. Sincerely, Brandon J. Miles Senior Planner cc. File (L08 -063) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 CDepartment of Community Development Jack Pace, Director Gity of Tukwila Jim Haggerton, Mayor June 28, 2011 Mr. Armen Hoyhannisyan 13328 NE 70th St Redmond, WA 98052 RE: Final Short Plat Approval (L08 -063) 13222 37th Ave S Dear Mr. Hoyhannisyan: On May 2, 2011, the City of Tukwila received your request for final approval for short plat number L08- 063. In order for the City to grant final approval, you need to demonstrate that the conditions placed on the project as part of the preliminary approval letter dated August 6, 2009 have been met. The short plat is not ready for final approval because much of the required infrastructure has not been installed. As was noted in the preliminary approval letter you need to construct the infrasture outlined in the Civil Plans prepared by Ansety Engineering date stamped by the City on March 5, 2009. The City's Preliminary Approval letter noted, "The civil plans are acceptable for a conceptual overview of how required infrausture will be installed; howevber complete plans will need to be submitted to the City's Public Works Department as part of the submittal package for the required Public Works permit". No public works permit has been submitted to the City, As was included in the City condition, you also need to verify that this is sufficient off- street parking for proposed lot #1. Again, this has not been completed. The existing side sewer located on proposed lot 2 also needs to be moved. The City has been informed that the sewer has been moved; however the City has no documentation showing that the side sewer has been moved. Additionally, an address post is required to be installed. Please see condition number 7 of the August 6, 2009 Preliminary Approval Letter. A site visit today revealed that no address post has been installed. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 The City cannot issue final approval until you have installed all the required infrastructure. A public works permit is included with this application. Please note that your short plat approval will expire on August 6, 2011 and the City cannot grant final approval until the infrastructure has been installed. You have already received one extension and City staff is unable to grant you an additional extension. When you are ready to build, you may want to consider submitting a new short plat application. If you have any questions, please call (206) 431 -3684 or send an email to Brandon.Miles @Tukwilawa.gov. Brandon J. Miles Senior Planner cc. Don Tomaso David McPherson File (L08 -063) TO: Chief Olivas via Don Tomaso" Bob Giberson via Dave McPherson FROM: Brandon Miles, Senior Planner DATE: June 17, 2011 RE: Short Plat L08 -063 The above sho .plat maybe ready for final approval. Please review and if acceptable, initial below. Chief Olivas Bob Giberson TO: Chief Olivas via Don Tomaso Bob Giberson via Dave McPherson' FROM: Brandon Miles, Senior Planner DATE: June 17, 2011 RE: Short Plat L08 -063 The above short plat maybe ready for final approval. Please review and if acceptable, initial below. Chief Olivas Bob Giberson RE: Short Plat RE: Short Plat Armen Hovhannisyan [armenh @hotmail.com] Sent: Wednesday, July 13, 2011 11:15 AM To: Brandon Miles Cc: Minnie Dhaliwal Thanks Brandon, Area qautawilideput Phone: 425-260-2499 • Page l of 2 From: Brandon Miles [mailto:Brandon.Miles @TukwilaWA.gov] Sent: Wednesday, July 13, 2011 10:37 AM To: Armen Hovhannisyan [armenh @hotmail.com] Cc: Minnie Dhaliwal Subject: Short Plat Hi Armen- As we discussed, your short plat which has preliminary approval will expire in August and City staff does not have the authority to extend the expiration deadline. In order to get final approval you would need to complete all common improvements. Given that we don't have a PW permit pending with the City, it would be highly unlikely that the work will be completed by the deadline. When we met we discussed the idea of having you submit a new short plat application. I have attached the checklist and have shown with an "X" what needs to be submitted with the short plat application. I will be out of the office until July 25th and can answer any questions after that date. Regards, Brandon Brandon J. Miles, Senior Planner 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 tel (206) 431 -3684 fax (206) 431 -3665 https: / /webmail.tukwilawa.gov /owa/ ?ae= Item &t = IPM.Note &id = RgAAAAB gtNLYnYFc... 07/13/2011 RE: Short Plat I will be out of the office from July 14th to July 25th. NEW EMAIL ADDRESS! Brandon.Miles @TukwilaWa.gov NWMaps.net - Your City at Your Fingertips! • Page 2 of 2 https: / /webmail.tukwilawa.gov /owa/ ?ae= Item &t = IPM.Note &id = RgAAAAB qtNLYnYFc... 07/13/2011 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 2, 2010 Mr. Armen Hovhannisyan 13328 NE 70th St Redmond, WA 98052 RE: Extension Request Hovhannisyan Dear Mr. Hovhannisyan: The City received your letter dated July 11, 2010 requesting an extension of the preliminary approval that was granted to the above short plat. The preliminary approval was set to expire on August 6, 2010. This letter constitutes the City's decision to extend the preliminary approval of the short plat to August 6, 2011. If you have any questions regarding the short plat, please contact Brandon Miles by phone at (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincere y, Nora Gierloff Deputy Director cc. File (L8 -063) 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 ARMEN HOVHANNISYAN July 11, 2010 City of Tukwila, Department of Community Development 6300 Southcenter Boulevard Suite #loo Tukwila, WA 98188 Dear Sir/Madam, ECElVED JUL 12SRI DCEVELO I'm writing to you with regards to the short plat at the address: 13222 37`h Ave S. (Lo8 -o63), which has been preliminary approved on August 6, 2009. I am in the process of addressing all your comments, but it is likely that I will not be able to complete all the work by the approval expiration date. There is a good chance, however, that I will be ready to submit the short plat package for the final approval by the end of this year. For that reason, I would like to request an extension for the short plat submission. Thank you in advance for consideration. Best regards, Armen Hovhannisyan 23328 NE 70'" ST. REDMOND, WA 98052 1 ARMENH@a HOTMAIL.COM 1 425 - 260 -2499 City of Tukwila • Jim Haggerton, Mayor Department of Community Development May 26, 2010 Mr. Armen Hovhannisyan 13328 NE 70th St Redmond, WA 98052 RE: Notice of Expiration 13222 37th Ave S L08 -063 Dear Mr. Hovhannisyan: Jack Pace, Director On August 6, 2009, the Department of Community Development issued preliminary approval for the above short plat. Tukwila Municipal Code (TMC) 17.12.040 notes, "If the short plat is not recorded within one year of the date of preliminary short plat approval, the short plat shall become null and void. Upon written request by the subdivider prior to the expiration date, the Short Plat Committee may request one extension of not more than one - year". The short plat needs to be recorded by August 6, 2010 or a letter requesting an extension needs to be submitted to the City by that date. The letter should explain why an extension is needed due to specific issues regarding the short plat. If you wish to submit for final approval of the short plat, prior to the August 6, 2010 expiration date, please have all documents and maps to the City four weeks prior to the expiration date. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sin rely Br don J. Miles Senior Planner cc. File (L08 -063) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CDe p artmen t of Community Development Jack Pace, Director • City of Tukwila • Jim Haggerton, Mayor August 6, 2009 Mr. Armen Hovhannisyan 13328 NE 70th St Redmond, WA 98052 RE: Preliminary Short Plat Approval 13222 37th Ave S L08 -063 Dear Mr. Hovhannisyan: The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. Background The subject property is located at 13222 37th Ave South. There is currently a single family house on the property. This existing structure does not comply with the City's front setback requirements. At this time the applicant has not proposed to remove the existing structure. Very steep slopes are located in the rear of the property and a type IV stream is located off - site, north of the subject property. The applicant submitted his original application on October 17, 2008. The application was deemed completed on October 23, 2008. The City issued its first correction letter on December 10, 2008. The applicant responded to the City's correction letter on March 5, 2009. The applicant's March 5th resubmitted information failed to provide information on ground ladder access as directed in the City's December 10, 2008 letter. The applicant provided additional information on ground ladder access on June 9, 2009. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval Preliminary approval is granted for site layout shown on the survey document prepared by Hansen Surveying date stamped March 5, 2009 by the City of Tukwila. The City has also reviewed the Civil Plans prepared by Ansety Engineering date stamped by the City as being received on March 5, 2009. The civil plans are acceptable for a conceptual overview Brandon -M Page 1 H: \Short Plats \Hovhannisyan, L08- 063 \PRE - APPROVAL LETTER.doc 08/06/2009 • • of how required infrastructure will be installed, however complete plans will need to be submitted to the City's Public Works Department as part of the submittal package for the required Public Works permit. . Conditions of Preliminary Approval Common Improvements 1. The original plans submitted to the City on October 17, 2009 indicated that a side sewer line was located within the proposed building area for proposed lot 2. Prior to final approval the applicant shall relocate this side sewer line in order for it not to impact future home construction on proposed lot 2. 2. (For off - site.) Provide a draft copy of the Private Sanitary Sewer Easement, if revised sanitary sewer location is outside of existing easement K.C. Rec. No. 20070524001992 — previously enclosed. The Private Sanitary Sewer Easement should include language stating who will maintain the utility, and by what portion. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) 3. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (Draft agreement previously enclosed). 4. (For on- site.) Provide draft copy of Private Ingress, Egress and Utilities Easement and Maintenance Agreement for review by Public Works. This shall be a separate document from the Final Short Plat map. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress /Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (Sample previously enclosed.) 5. (For on- site.) Provide a draft copy of the Private Sanitary Sewer Easement. The Private Sanitary Sewer Easement should include language stating who will maintain the utility, and by what portion. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) 6. (For on- site.) Provide a draft copy of the Private Water Easement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) 7. In order to assist the City's Fire Department in responding to emergency calls, an address post, listing the address for lot two, shall be installed on 37th Ave South. 8. Please add the following notes to the face of the short plat: Brandon -M Page 2 H: \Short Plats \Hovhannisyan, L08- 063 \PRE- APPROVAL LETTER.doc 08/06/2009 a. The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area. b. Provide note on short plat that site development plan shall comply with Geotechnical Engineering Report, by E3RA, Inc., dated February 9, 2009; and subsequent geotechnical reports. c. Future construction on lot 1 of this short plat shall comply with the City's non- conforming structure requirements. 9. Driveway(s) shall be a maximum of 15% slope and provide for drainage. 10. Prior to final approval, the applicant shall insure that there is sufficient off - street parking for proposed lot #1. The off - street parking shall comply with the City's parking requirements and shall not hinder the movement of vehicles within the access easement for the short plat. 11. All utilities including power are required to be underground, per City of Tukwila ordinance. 12. Prior to final approval, the applicant shall verify the location of the stream buffer on proposed lot number 2. Informational Item 1. The Fire Marshal's Office has specific requirements for ground level access at required rescue windows. On June 3, 2009 a conceptual home design was submitted to the City that indicated how home construction on lot 2 would comply with the Fire Marshal's requirements. Please keep this requirement in mind for home construction on lot 2. Also, while a conceptual home design was submitted to the City on June 3, 2009, the City did not complete plan review of the proposed house. This short plat approval should not be construed to allow construction of the particular home depicted in the June 3`d submittal. Any homes constructed shall be subject to building permits and complete plan review submittal with review by the City. 2. The maximum permitted building height for any structures on the subject short plat area is 30 feet. The City uses the State Building Code definition of height which could present some issues with building on a property, such as the subject property, that contains sloped areas. 3. Please note the construction of retaining walls on the site may require a building permit from the City. Additionally, retaining walls taller than four feet must meet setbacks or comply with TMC 18.50.150. 4. The applicant is responsible for obtaining all required permits for all infrastructure improvements. Please note that when you submit the PW permit the elevation datum must be in NAVD 88. 5. For future Public Works permit; provide cross - sections across proposed driveway, profile along driveway, and spot elevations on plan sheet. Provide enough detail to verify that the driveway can be constructed, and meets Public Works standards. Brandon -M Page 3 H: \Short Plats \Hovhannisyan, L08- 063 \PRE - APPROVAL LETTER.doc 08/06/2009 • • 6. For future Public Works permit; Civil site development plan shall show proposed location of other utilities as applicable; which may include power, gas, telephone, cable, etc. 7. The applicant shall apply for a Public Works (PVV) type 'C' permit for approval. A Street Use, may be needed as part of this permit; and require bonding, insurance, and a Hold Harmless Agreement for work within the Right -of -Way. Plans shall be signed and stamped by a Washington State Licensed Engineer. 8. Transportation Impact Fee applies to the future Building Permit(s). Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 previously provided. 9. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Appeals This short plat approval or any condition placed in decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat 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 (8/10/09). 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. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 4. Appeal fee as specified by the City's most current fee resolution. 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. Brandon -M Page 4 H:1Short Plats\Hovhannisyan, L08- 0631PRE- APPROVAL LETTER.doc 08/06/2009 Final Approval The next step is to install the necessary improvements and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. Please note that it will take up to four to six weeks to review the final short plat documents. You must ensure that all necessary documents are submitted to the City in adequate time to allow staff to review the final plat materials before expiration of the short plat. All inspections relating to public works improvements must be completed by the time of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be dated within 45-day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. DO NOT FOLD THE FINAL SHORT PLAT MAP. 3. Copies of all common easements for the short plat. Ensure that the documents comply with King County Recorder's requirements. Survey Documents 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. 2. The original notarized signatures of all property owners must be on the face of the plat. All lots shall be assigned an address and shown on the final plat. 3. Show all new easements on the short plat. 4. The zoning setback lines for lot 2 meet code, however they are incorrect. The zoning setback from the south and north property lines are five feet. 5. Revise sheets 1 and 2 of 2, as applicable —see redlined plan sheet enclosed. Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. Brandon -M Page 5 H: \Short Plats \Hovhannisyan, L08- 063 \PRE - APPROVAL LETTER.doc 08/06/2009 • • After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Do not fold or bend the final short plat map that will be recorded with King County. Expiration The final short plat must be filed with the King County Department of Records by July 21, 2010 exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmilescc ci.tukwila.wa.us. Sincer ck Pace, Director hair, Short Plat Committee cc. Jim Morrow, Public Works Director (initial ur y ap roval 1' ) ) Nick Olivas, Fire Chief (initial your approval kbr\ ) Don Tomaso, Fire Marshal Dave McPherson, Public Works Engineer Brandon J. Miles, Senior Planner File (L08 -063) Brandon -M Page 6 H:1Short Plats\Hovhannisyan, L08- 0631PRE- APPROVAL LETTER.doc 07/22/2009 • Cary of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 30, 2009 Mr. Armen Hovhammisyan 13328 NE 70th St. Redmond, WA 98052 RE: Tukwila Short Plat (L08 -063) Dear Mr. Hovhammisyan: On December 10, 2009, the City mailed you a correction letter regarding the above short plat application. On March 5, 2009, the City received additional information from your engineer. The additional information was routed to the various City Departments that are responsible for reviewing and approving short plat applications. In the City's December 10, 2009, letter the City expressed concerns regarding the ability of any future home on proposed lot 2 to be able to comply with the Fire Department's window access requirements. The information provided to the City on March 5, 2009 failed to address how the window access issues would be resolved. The City will not approve the pending short plat application until it has been clearly demonstrated that the proposed home on lot 2 can meet the requirements of the City's Fire Department. Meeting this requirement cannot simply be a note placed on the plat. The City met with your Civil Engineer on April 29, 2009 to go over the City's concern regarding Fire access. If you have any questions regarding the Fire Department requirements, please call Don Tomaso at (206) 575 -4404. If you have any questions regarding the short plat application please contact me at (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sinc Laf2Iies Senior Planner cc. Don Tomaso, Fire arshal Ben Anstey File (L08 -063) 6300 Southcenter Boulevard. Suite #100 0 Tukwila. Washington 98188 ® Phone: 206- 431 -3670 0 Fax: 206- 431 -3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 10, 2009 Mr. Armen Hovhannisyan 13328 NE 70th St. Redmond, WA 98052 RE: Short Plat (L08 -063), 13322 37th Ave S Expiration Notice Dear Mr. Hovhannisyan: On December 10, 2009, the City mailed you a comment letter for the above short plat application. The letter listed several comments from multiple City Department that needed to be addressed with the proposed application. The City has yet to receive the corrections requested in the City's letter. Please note that the Tukwila Municipal Code (TMC) requires that the City cancel any land use application if the applicant fails to respond to a correction letter within 90 -days of the correction letter being issued. The City can extend the expiration date an additional 30 days if a written request is provided prior to the expiration date. However, you would have to demonstrate why the additional time is needed due to circumstances outside of your control. Your application will expire on March 10, 2009 if you have not provided the request information in the December 10, 2008 letter. If the application is expired, you will be required to submit a new application and pay any new review fees. Additionally, all vesting under the pending application will be lost. If you have any questions, please call (206) 431 -3684 or send an email to bmiles(@,ci.tukwila.wa.us. erely Bfandon J. Miles Senior Planner cc. Minnie Dhaliwal, Planning Supervisor File (L08 -063) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development File Number LAND USE PERMIT ROUTING FORM TO: 1 Building ! i Planning Public Works Fire Dept. rte. Police Dept. l Parks /Rec Project: t 0Vlch,)i )-/ c:1 1194r n)L Address: 1 3a_ '5 ,i- I\ Atrc_ S Date transmitted: (,I" 1 �' Response requested by: Staff coordinator: 13, / A16i 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) 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.) 111-5 9 I Jv iva (do rt`je9 C .MtelI N. 115L415 IrestM viutda cciA , `—rrAoLvx,s. &,.,(1/40„, Plan check ate: Comments Update date: M 1 etk5 prepared by N tLt.VAIIUN = LIJ.UL 1" = 20' 20' 40' BEARINGS IS THE PLAT OF GLEN, REC. No. 20030529 003335 ■11RE BOUNDARY SQUARE 4,083 S.F. +/- OR 0.32 ACRES +/- 5 vE SITE PLAN 1 " =20' HOUSE DESIGN BY ALAARCHITECTURE 425 - 820 -2521 LEGEND SS SD ED G G O 0 Z 0 • MCH = SANITARY SEWER = STORM SEWER = GAS LINE = WATER LINE = GAS VALVE = WATER VALVE = WATER METER = FIRE HYDRANT = CATCH BASIN = MANHOLE = UTILITY POLE = LIGHT POST = GUY ANCHOR = SIGN = POWER VAULT/TRANSFORMER = TELE./TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOTED = SET 1/2" I.R. W /CAP #21464 = CHERRY = MAPLE ;TIMATED CUT = 75 CY TIMATED FILL = 186 CY LINE BEARING DISTANCE L1 S 89'17'51" E 30.00' L2 S 89'17'51" E 30.00' LINE BEARING DISTANCE El N 00'53'20" E 9.00' E2 S 89'17'51" E 40.00' E3 N 00'53'21" E 3.00' E4 S 89'17'51" E 39.18' E5 S 00'53'21" W 12.00' E6 S 89'06'39" E 95' E7 S 00'53'21" W 7.00' FND. IRC #23604 0.06' S 0.03' E 30' 11 FOUND MON. IN CASE VISITED 1 2/1 2/05 0 m 1 _ ruuru MUIV. Iry \.HJtJ VISITED 1 2/1 2/05 \U F 1.41% rul\\.1 ILJ) MINIMUM SECOND FRONT SETBACK MINIMUM SIDE SETBACK MINIMUM REAR SETBACK HEIGHT, MAXIMUM SD 10 FEET 5 FEET 10 FEET 30 FEET I CONC. RET. WALL ALONG PROP. UNE \ .'„ 14141614 ROCKERY FND. 1' 0 IR #17669, 0.87' 0.26' (4)16 h1 POSTS \ 1 S,89.1r • 1' E 158.48' • EW WATER METER 50' STREAM SETBACK E-1 O E-1-1 CO v in 8 a n � 30' $ 5'•SID B�' ��\ 5' WAT) =R EAS NT \ ' CON . r 4' 15• 3V% 1% W 6i RET. WA1I, ss S4, , 7,033 S. 1 ' + 0.16 Ac. '°F /— / $' s, `�cr CONSTRUCT , 2EA I 0 Q' KEYSTONE WALLS • 0 \i.4-\ to 2 \ ,,a NC. m (g CONSTRUCT NEW d o �GF=168.4 CONC DRINK e ag It E/EGREE . \ -- • ., '. ','I - REC. �_ _ , ■ 2. W� ARE HYD 6' SIDE SEWER TW`160.Q- m NEW CB (5)/.3-CH m \, 2 RIM =159.9 -� T '� ‘l � k IE =155.0 42` S E s• PVC . 8 Ac. +/ `. L2 EA 6* PV 7, STORM STUBS EXISTING FENCE 0.2' W 1.1' S CONNECT TO EXISTING SEWER CONNECT TO EXISTING STORM DRAIN LOT 1 BASM =152. AR FF = 161 \ r NC. - - - - = a;- E4 I _� 4r�tV ?�� '��• SIDE :SBL 1•11111111111 I" Ill 11. I. lAr-VinlirallEt. PROPOSED 9! IN CONNE TO EXISTING ' EWER CB EXISTIN RIM = 151.73 INV= 149.93 6'PVC W) I INV= 149.20(4 "PVC E) 10' 30' LOT 2 0933 30.00' 158.65' -CALL & DESC. - (S. UNE TRACT 60 RIVERSIDE INTERURBAN TRACTS PER CASCADE GLEN PUT) SLOPE TO DRAIN S 89'17'51' E 227.28' 41)? CA E sr. ROUSE 6' VINYL FENCE. KEYSTONE RET. WALL S 8917'51' E 68.35' (68.65' -REC SP) t FENCE 0.4' E4O 'JON 0 9 2409 DeOPNIr FND. IRC # 21464 LOT 2 68.63' (68.85' -REC SP) 0 co W • $ RECEIVED 'JUN 0 9 2009 DEVELOPMENT SOUTH ELEVATION 1/4• = r -o• EAST ELEVATION 1/4' = 1' -0' MEM MEM NORTH ELEVATION 1/4" = 1' —o" IIMINSILE 2dO TRIM TO. PLAT! HOPIDFPLAMCS SWIM b.4 OORIat WA ATOM VIACRR - .III,_ ..10111111►_ /111111uI.1111iIh.- •111[ 71111 11/111.1 ... ... MEM ... .■■ MEM ENE ... ... MIMI= - -- TO. PAT= TO. !I -'LIT. 2110 FLOOR TO. F ATZ ®1® ®1® -- N M 1ST PLOOR *1 — IJ WEST ELEVATION 1/4" = 1' -0" T.O. PLATO Zv TO. azrut 20 19.00R T.O. PLATE —% TO. EI-4R I T PLOOR 0 L MASTER BATH TILE MAKE UP �V/LTEELOPI A %ALP RNLL L, I RIO MASTER CARPET BDRM -3 CARPET OPT. hOVON SEAT 0040 ELM MOW BDRM -2 CARPET 0•:00 SLIM ES9RJ SECOND FLOOR PLAN B97 S.F. 1/4' = f-0' 2000 w 2020 TRARD. 40'58 SLOB EOeO *LPL EOeO 6LOIC 1 00 KITCHEN VDRTL DINING CARPET VALU CLa. NOOK FAMILY CARPET / LIVING / uaRFEr VA.Tm cRa / / — El GARAGE 4° COW. ELM J SQUARE FOOTAGE SUMMARY MAD& FLOOR 401 •J. IPPER FLOOR SWE8ERT 640 •!. TOTAL FDOBIm ARM 2004 u. °ARAM 402 •R. FIRST FLOOR PLAN 801 S.F. 1/4' = Reaffrvigo 'JUN 0 9 2009 3Z -0' if [Ill f +A_ 00 00 m O KITCHENET REC. ROOM voRrL I 1 I 1 I 1 L_ .J CD a BONUS cARaer CARPET GARAGE ABOVE_ BASEMENT FLOOR PLAN 890 S.F. 1/4' = 1' -0' RECEIVED City of Tukwila MAR 13 2009 Department of Community Development TUKWILA PUBLIC WORKS File Number L08 -063 LAND USE P MIT ROUTING FORM TO: ❑ Bu ilding Planning Public Works Fire Dept. Police Dept. U Parks /Rec Project:Hovhannisyan Short Plat, 2nd submittal Address: 13222 37th Ave S Date transmitted 3/13/09 Response requested by 3/27/09 Staff coordinator: Brandon Miles 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) 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.) Applicant has responded to first correction letter. (PRt Li w+ WA sw &Pr PL,4-r 444 s Pau c, W oit,k s RE Q uz,a.E. )11,6NTS cpictrii Plan check date: Comments Update date: prepared by: MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Brandon Miles, Senior Planner O(c�jyl FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: March 30, 2009 SUBJECT: Hovhannisyan — 2 Lot Short Plat 13222 - 37th Ave. South TL# 734060 -0925 Short Plat and Miscellaneous Comments Short Plat — L08 -063 Preliminary Short Plat meets Public Works requirements. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. (For off - site.) Provide a draft copy of the Private Sanitary Sewer Easement, if revised sanitary sewer location is outside of existing easement K.C. Rec. No. 20070524001992 — previously enclosed. The Private Sanitary Sewer Easement should include language stating who will maintain the utility, and by what portion. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) 2. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (Draft agreement previously enclosed). 3. (For on- site.) Provide draft copy of Private Ingress, Egress and Utilities Easement and Maintenance Agreement for review by Public Works. This shall be a separate document from the Final Short Plat map. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (Sample previously enclosed.) Page 1 of 3 4. Owner /Applicant to complete Traffic Concurrency Certificate Application — previously enclosed. 5. (For on- site.) Provide a draft copy of the Private Sanitary Sewer Easement. The Private Sanitary Sewer Easement should include language stating who will maintain the utility, and by what portion. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) 6. (For on- site.) Provide a draft copy of the Private Water Easement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (Sample previously enclosed.) Short Plat Survey Site Map 1. Revise sheets 1 & 2 of 2, as applicable — see redlined plan sheets enclosed. Short Plat Site Development Plan 1. For future Public Works permit; provide cross - sections across proposed driveway, profile along driveway, and spot elevations on plan sheet. Provide enough detail to verify that the driveway can be constructed, and meets Public Works standards. 2. For future Public Works permit; provide note on site development plan, to comply with the Geotechnical Engineering Report, by E3RA, Inc., dated February 9, 2009; and subsequent geotechnical reports. 3. For future Public Works permit; Civil site development plan shall show proposed location of other utilities as applicable; which may include power, gas, telephone, cable, etc. Miscellaneous Comments 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use, may be needed as part of this permit; and require bonding, insurance, and a Hold Harmless Agreement for work within the Right -of -Way. Plans shall be signed and stamped by a Washington State Licensed Engineer. 2. Driveway(s) shall be a maximum of 15% slope and provide for drainage. 3. All utilities including power are required to be underground, per City of Tukwila ordinance. Page 2 of 3 4. Transportation Impact Fee applies to the future Building Permit(s). Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 previously provided. 5. Transportation Concurrency Test Fee applies to the future Public Works Permit. 6. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 3 of 3 City of Tukwila Department of Community Development File Number L08 -063 LAND USE PERMIT ROkJTING FORM TO: 0 Building U Planning El Public Works Fire Dept. 0 Police Dept. 0 Parks /Rec Project:Hovhannisyan Short Plat, 2"d submittal Address: 13222 37th Ave S Date transmitted 3/13/09 Response requested by 3/27/09 Staff coordinator: Brandon Miles 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) 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.) Applicant has responded to first correction letter. %-;\ C Q �� aeS . Sa•ek gL Cakt 1/4) &.) .b;,\ An> Q-cvvl Viz-5 PSvw A L'L . S ? 's\ e Jk@ o� s'1 \ '(0 S-Q, (-\\Q ry.. 'Cv i k\n: S v Plan check date: Comments prepared by:� Update ate: *tibt 61 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 10, 2008 Mr. Armen Hovhannisyan 13328 NE 70th St. Redmond, WA 98052 RE: Short Plat Application (L08 -063) 13222 37th Ave S First Comment Letter Dear Mr. Hovhannisyan: The City of Tukwila has completed review of the above short plat application. Additional information as well as changes to the plans that have been submitted is required in order for the City to complete its review of the proposed short plat. Department Comments The review team for the project consisted of representatives from the Department of Community Development, Public Works Department, and the Fire Department. Comments for each Department are listed below: Planning Division 1. In order for the City to approve a short plat application it must be demonstrated the each lot created in the short plat is buildable. The subject site contains steep slopes and thus a geotechnical report is required in order for the City to review the short plat application. The geotechnical report needs to include an analysis on the construction of at least one new single family home and possibility a new home on lot one. Additionally, the geotechnical report should include an analysis on the construction of the private access road. 2. The plans show a side sewer that . severely limits the buildable area for lot 2 after setbacks and steep slopes are accounted for on the property. Do you intend to move the side sewer line? 3. There is a type IV stream north of the property, show the location of required 50 foot buffer on the short plat property. 4. Please provide copy of the recorded shared easement (King County Recording # 20070606900002) that currently is providing access to the property located to the south of the subject property and which it appears will also provide access to project property as well. iG 2/1/1 Cn.rthnnlffnM Ann./nu,' rvi Craft, 61/1/1 • 71,1ZLU,110 Wachinnfnn OR1R17 • Ahnno• 9/)A_d21.2R9n • P2 V• 91R.d21 -2AAS• 5. Gravel cannot be used for the access road. The road must either be asphalt or concrete. If you wish to propose a material such as grasscrete or other low impact material the City will consider it, however standalone gravel is not permitted. 6. Show the setback lines on the plat map. 7. The proposed nine foot ingress /egress easement needs to be shown on the plat map. 8. The storm drainage report is insufficient for the proposed project. As noted, you must demonstrate that each lot is buildable upon recording of the short plat document. You must provide provisions to deal with the stormwater from all aspects associated with the proposed short plat including building a home on lot 2. Public Works Department Public Works comments are attached with this letter. Please note that some of the comments are informational only and apply when you begin the construction portion of the application. However, you will need to respond to items 1 threugh 7 listed under "Preliminary Short Plat does not meet Public Works requirements'. The following comments needed to be addressed for Public Works ". Fire Department 1. Revise plan to show access drive from L06 -032 that will be utilized for this short plat as well. 2. You must be able to provide a level area from all rescue windows. Show this will be accomplished given the topography of lot 2. Conclusion At this time the City cannot approve the proposed short plat application. Based upon the information provided to the City it is unclear how the proposed short plat will comply with the City's development requirements. It appears from the application that you are attempted to defer many of the important development issues until building permit stage. However, in order for the City to approve your short plat application you will have to demonstrate that lot 2 is buildable and that all City requirements can be complied with. If you have any question • ease call (206) 431 -3684 or send an email to bmiles ' ci.tukwila. rand ah J. iles enior Planner cc. File (L08 -063) • City of Tukwila Department of Community Development • File Number L08 -063 LAND USE PERMIT ROUTING FORM TO: n Building I ❑I Planning Public Works ire Dept. ❑ Police Dept. I❑I Parks /Rec Project: Hovhannisyan Short Plat Address: 13222 37th Ave S Date transmitted: 10/28/08 Response requested by: 11/15/08 Staff coordinator: B. Miles 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) 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.) Applicant has submitted for a two lot short plat. There is an existing house on the property. The applicant propose to use the access road that was provided for the Botros Short Plat (L06 -032) DaZV�lse.'Q \as AcLars cit∎-+.c row, Lolo - 03 2 n s4w+:* 4u- . Ian check date: 1 1 1 2-4kbt Comments 6-1 Update date: prepared by:. p: routfrm 1. doc 01/29/98 City of Tukwila Department of Community Development File Number L08 -063 LAND USE PERMIT ROUTING FORM TO: Building n Planning Public Works Fire Dept. n Police Dept. 0 Parks /Rec Project: Hovhannisyan Short Plat Address: 13222 37th Ave S Date transmitted: 10/28/08 Response requested by: 11/15/08 Staff coordinator: B. Miles 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) 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.) Applicant has submitted for a two lot short plat. There is an existing house on the property. The applicant propose to use the access road that was provided for the Botros Short Plat (L06 -032) (Sh 4 PLAT bob 5 N° r w —T Pvogu c wtheix s geGlytktrriefi.4,5 S t - r'1T c- 46t a:w A TS •) C>k Z /S o Plan check date: Comments prepared by: Update date: / p: routfrm 1. doc 01/29/98 MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Brandon Miles, Senior Planner OkYY1 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: December 4, 2008 SUBJECT: Hovhannisyan — 2 Lot Short Plat 13222 - 37th Ave. South TL# 734060 -0925 Short Plat and Miscellaneous Comments Short Plat — L08 -063 Preliminary Short Plat does not meet Public Works requirements. The following comments need to be addressed for Public Works. 1. Provide a Geotechnical Engineering Evaluation for the site; including for new driveway, any retaining wall(s) over four (4) feet in height or surcharged, and proposed building foundation. 2. (For off - site.) Provide draft copy of Private Ingress, Egress and Utilities Easement and Maintenance Agreement for review by Public Works. This shall be a separate document from the Final Short Plat map. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample enclosed.) 3. (For off - site.) Provide draft copy of Private Storm Drainage Easement. Verify location and size of existing storm drainage pipe within existing Private storm drainage easement on adjacent property to the South. The Private Storm Drainage Easement should include language stating who will maintain the utility, and by what portion. See Private storm drainage easement K.C. Rec. No. 20070524001991 — enclosed. 4. (For off - site.) Provide a draft copy of the Private Sanitary Sewer Easement, if revised sanitary sewer location is outside of existing easement K.C. Rec. No. 20070524001992 - enclosed. The Private Sanitary Sewer Easement should Page 1 of 4 include language stating who will maintain the utility, and by what portion.This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (See sample enclosed.) 5. Provide cross - sections across proposed driveway, profile along driveway, and spot elevations on plan sheet. Provide enough detail to verify that the driveway can be constructed, and meets Public Works standards. 6. Revise site plan; including drainage behind retaining walls, drainage for proposed driveway, TESC, proposed contours, typical pavement section, and show how driveway access fits with existing road / driveway. 7. Revise storm drainage report. Drainage shall include driveway, retaining walls, and proposed house downspouts. Verify that existing storm pipe on adjacent parcels to the South and East, is adequate to handle the flow. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (See draft agreement - enclosed). 2. (For on- site.) Provide draft copy of Private Ingress, Egress and Utilities Easement and Maintenance Agreement for review by Public Works. This shall be a separate document from the Final Short Plat map. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample enclosed.) 3. Owner /Applicant to complete Traffic Concurrency Certificate Application — see enclosed. 4. (For on- site.) Provide a draft copy of the Private Sanitary Sewer Easement. The Private Sanitary Sewer Easement should include language stating who will maintain the utility, and by what portion. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (See sample enclosed.) Page 2 of 4 5. (For on- site.) Provide a draft copy of the Private Water Easement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (See sample enclosed.) Short Plat Survey Site Map 1. Revise sheets 1 & 2 of 2, as applicable — see redlined plan sheets enclosed. 2. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by , dated ; and subsequent geotechnical reports. 3. New legal descriptions for Lots 1 & 2, should include `subject to' and/or `together with' — Ingress, Egress & Utilities Easement, etc.. Short Plat Site Development Plan 1. Verify location and size of existing storm drainage pipe within existing Private storm drainage easement on adjacent property to the South. 2. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by , dated ; and subsequent geotechnical reports. 3. Civil site development plan shall show proposed location of other utilities as applicable; which may include power, gas, telephone, cable, etc. 4. Private driveway shall be paved. Miscellaneous Comments 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use, may be needed as part of this permit; and require bonding, insurance, and a Hold Harmless Agreement for work within the Right -of -Way. Plans shall be signed and stamped by a Washington State Licensed Engineer. 2. Driveway(s) shall be a maximum of 15% slope and provide for drainage. 3. All utilities including power are required to be underground, per City of Tukwila ordinance. Page 3 of 4 • • 4. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 5. Transportation Concurrency Test Fee applies to the future Public Works Permit. 6. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 4 of 4 TO: • City of Tukwila Department of Community Development • File Number L08 -063 LAND USE PERMIT ROUTING FORM Building ❑ Planning ❑ Public Works n Fire Dept. JO Police Dept. Parks /Rec Project: ‘ Hovhannisyan Short Plat Address: 13222 37th Ave S Date transmitted: 10/28/08 Response requested by: 11/15/08 Staff coordinator: B. Miles 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) 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.) Applicant has submitted for a two lot short plat. There is an existing house on the property. The applicant propose to use the access road that was provided for the Botros Short Plat (L06 -032) ZRAte/f-e, Plan check date: /(P --D7 Comments Update date: - prepared by: p: routfrm 1. doc 01/29/98 City of 7a Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION October 23, 2008 Mr. Armen Hovhannisyan 13328 NE 70th St Redmond, WA 98052 Re: Notice of Complete Application 13328 NE 70th St L08 -063 Dear Mr. Hovhannisyan: The Department of Community Development received your short plat application on October 17, 2008 for a short plat at 13328 37th Ave S. Based on a review of your application for submittal requirements for Preliminary Short Plat, your application is deemed completed as of October 23, 2008. The application and associated materials have been routed to other City departments for review. Staff will be in contact with you soon to discuss the project. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, you can contact me at (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. Sincerely, Zr cy�� B don J. Miles Senior Planner cc. File (L08 -063) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 MAR 05 2009 1 • COMediJNiTI DEVELOPNitilT Anstey Engineering 8627 NE 1 80th Street Bothell, WA 98011 Phone: 206 - 303 -7639 Fax: 425- 486 -0267 E -mail: benanstey @juno.com March 4, 2008 • City of Tukwila Department of Community Development- Attn: Brandon Miles Subject: 2 lot Short Plat for Armen Hovhannisyan Application (L08 -063) Located at 13222 — 37th Avenue South Tukwila, WA 98168 Dear Mr. Miles, As you requested I am enclosing 5 copies of the Revised Short Plat Maps, Civil Plans and drainage report for your approval per your letter of December 10, 2008. 1. Geotech Report from E3RA attached - report says site stable. 2. Plans show side sewer re- routed - we show an easement over the new sewer alignment. 3. 50 foot setback from Stream - shown on Site Plan and SP 4. Copy of the easement provided 5. A concrete driveway is shown with slopes of 12% or less. 6. The setback lines are shown on the Plat Map. 7. The 9 foot ingress /egress easement is shown on the SP. 8. More detail is show on the storm drainage. CB installed in driveway, additional calculations on runoff. New R &F drains shown. PW 1 - The existing drive is shown more clearly. PW 2 - A note has been added on the rescue window issue. The proposed house is not yet designed so a grading plan cannot be completed. Planning Dec 4 Memo Comments. 1. Geotech Report Provided by E3RA 2. Draft Copies of the Easements provided 3. The size of the offsite storm pipe is 6 "0 at the Manhole in 38th Ave S. An easement is provided. 4. A revised sanitary sewer easement is provided. 5. Cross sections and spot elevations and new contours are shown for the drive. 6. The site plan is more clear. 7. The Storm Report is more clear with an SBUH calculation for total runoff. Please contact me if you have any questions or need additional information. Page 1 of 1 Job No. AE07. Geotechnical Engineering Report 13222 37th Avenue South Tukwila, Washington 98168 Parcel #: 7340600925 Submitted to: Armen Hovhannisyan 13328 Northeast 70th Street Redmond, Washington 98052 Submitted by: E3RA, Inc. 9802 29th Avenue West, Suite B102 Everett, Washington 98204 February 9, 2009 Job No. E0900.8 ECEWWED MAR 13 7009 TUKWILA PUBLIC WORKS E3RA February 9, 2009 E09008 Mr. Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 Subject: Geotechnical Engineering Report 13222 37th Avenue South Tukwila, Washington 98168 Parcel #: 7340600925 Dear Mr. Hovhannisyan: [MAR 0 5 2000 COMmowi i i DEVEL©PntiGi f 9802 29t Ave W #8102 Everett, WA 98204 425 - 356 -3372 425 - 356 -3374 fax E3RA is pleased to submit this report describing the results of our geotechnical engineering evaluation for the residential lot at 13222 37th Ave South, Tukwila, WA. E3RA's scope of work comprised site reconnaissance, subsurface explorations, geotechnical research, and geotechnical engineering analysis. This report has been prepared for the exclusive use of Armen Hovhannisyan and his consultants, for specific application to this project, in accordance with generally accepted geotechnical engineering practice. 1.0 SITE AND PROJECT DESCRIPTION The project site is an approximately 160'x 90' parcel, located on the east side of 37t Ave S in Tukwila, WA, as shown on the enclosed Location Map (see Figure 1). A vacant one -story house, with a daylight basement, is located on the west end of the property. The property generally slopes downhill from west to east. Current plans call for the subdivision of the property into two separate parcels and the construction of at least one single - family residence on the site. Lot 2 — the eastern of the two proposed lots — is intended to be the initial construction site (see Figure 2). Demolition of the existing structure, on proposed Lot 1, will likely be considered in order to allow further development of the property. 2.0 EXPLORATORY METHODS E3RA explored surface and subsurface conditions at the project site on January 22, 2009. Our exploration program comprised the following elements: • • • A surface reconnaissance of the site and nearby areas; Three hand borings (designated HB -1 through HB -3), advanced onsite; A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations and termination depths of our subsurface explorations, and Figure 2 depicts their approximate relative locations. The following text sections describe the procedures used for the excavation of hand borings. 1 February 9, 2009 E09008 / Hovhannisyan Residential Geotech E3RA, Inc. TABLE 1 APPROXIMATE LOCATIONS AND DEPTHS OF EXPLORATIONS Exploration Functional Location Termination Depth (feet) HB -1 HB -2 HB -3 Southeast, approximate relative elev. 146 (see Figure 2) Northeast, approximate relative elev. 142 (see Figure 2) West central, approximate relative elev. 157 (see Figure 2) 4 3 9 Elevation datum: Topographic site map — Figure 2 The specific number and locations of our explorations were selected in relation to the existing site features, under the constraints of surface access and budget considerations. We estimated the relative location of each exploration. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. It should be realized that the explorations performed and utilized for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are perfonned or until construction activities have begun. If significant variations are observed at that time, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 2.1 Hand Auger Procedures Our exploratory borings were advanced through the soil with a portable, manual, hand auger, used by an E3RA staff geologist. The subsurface conditions were noted and representative soils samples collected. Samples were stored in watertight containers and later transported to a laboratory for further visual examination and possible laboratory testing. After each boring was completed, the borehole (approximately 3 inches in diameter) was backfilled with soil cuttings. 3.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding, surface, soil, groundwater, seismic, and liquefaction conditions. 3.1 Surface Conditions The site slopes downhill to the east northeast with an approximate drop in elevation of 35 feet, starting at 37 Ave S (which is paved), over a distance of approximately 160 feet ( +/- 12° slope). There are residences at the bottom of the slope, to the east, as well as to the north and south. A creek runs approximately 40 feet north of, and roughly parallel to, the northern property line. The majority of site is overgrown with blackberry vines and there are several trees and shrubs throughout the property. The surface of the site shows no signs of any recent/evident slides, slumps or other surficial movement. The weather on the day of exploration was dry and there was no evidence, at that time, of surficial water flow or pooling. 2 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech recent/evident slides, slumps or other surficial movement. The weather on the day of exploration was dry and there was no evidence, at that time, of surficial water flow or pooling. An existing cast -in -place (CIP) retaining wall, approximately 30 feet long by 7 feet high, is situated along the western property line, north of the existing residential structure. This wall has at least one significant crack which has developed in the center of the wall. An additional CIP wall, approximately 50 feet long, runs along the southern half of the eastern property line. This wall tapers from approximately 4 feet high (north end) to 2 feet (south end). A retaining wall constructed of recycled concrete slab segments (each approximately 1'x 2') and oriented in an "L" shape is located just outside the property line in the northeast portion of the site. The wall is approximately 6 feet tall and marked on Figure 2 as "ROCKERY." This wall appears to be in good repair. The presence of drainage behind all three walls is not evident. Both CIP walls are shown on Figure 2 as well, marked "Conc. Ret. Wall." 3.2 Soil Conditions On -site explorations, ultimately, revealed three relatively distinct native soil types. The first was a grey -brown sandy silt with reddish -brown marbling. The second was a light brown sandy silt. The third — only found in HB -2 — was a brown, well graded, sand with silt and some gravel. As indicated in the attached Hand Boring Logs, the silts were found to overlie the sand material. Specifically, HB -3 (see Figure 2) was found to be purely sandy silt to its termination depth of nine feet. HB -2 consisted of the well graded sand with silt and gravel. While advancement of the hand auger was extremely difficult, in the first two and one -half feet, complete refusal was met at three feet. HB -1, terminated at four feet, was found to contain the same sandy silts as found in HB -3. 3.3 Groundwater Conditions As mentioned in Surface Conditions, the weather on the day of site exploration was overcast but dry and there was no apparent evidence of surficial water flow. Material removed from the bottom six inches of HB -2, however, was wet and, before filling the shallow boring, slight perched and /or groundwater seepage could be seen in the bottom of the hole. In terms of elevation, HB -2 was lower than HB -1 and HB -3. It should also be noted that there is a white, four -inch, PVC pipe which daylights out of the slope directly south of BH -1, just inside the property line. There was no water exiting the pipe on the day of exploration and the point of origin for the line is not clear. 3.4 Seismic Conditions Based on our analysis of subsurface exploration logs and our review of published geologic maps, we interpret the on -site soil conditions to correspond with a seismic site class SD, as defined by Table 1615.1.5 of the 2003 International Building Code (IBC). According to the IBC, the site is Seismic Region 3. 3.5 Liquefaction Potential Liquefaction is a sudden increase in pore water pressure and a sudden loss of soil shear strength caused by shear strains, as could result from an earthquake. Research has shown that saturated, loose sands with a fines (silt and clay) content less than about 25 percent are most susceptible to liquefaction. While one soil type observed on site was sand there has been no evidence of any significant groundwater in our explorations. In addition, while the fines content of the sand is less than 25 %, the condition of the test pit side -walls suggest 3 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech this material to be in at least a medium -dense condition. Accordingly, we consider the liquefaction potential of the site to be very low. 3.6 Slope Stability Analysis Sub - surface explorations did not reveal slip planes, perched groundwater, or geologic features that would indicate that site soils are unstable at the grades observed. In addition, the planned excavation for the house will remove a significant mass of soil from the existing slope. This will have a stabilizing effect on the hillside. 4.0 CONCLUSIONS AND RECOMMENDATIONS Development plans call for the initial construction of a single family residence on a gently to moderately - sloped site. We offer the following general geotechnical conclusions and recommendations concerning this project. Feasibility: Based on our field explorations, research, and analyses, the proposed construction appears feasible from a geotechnical standpoint, provided that the recommendations in Section 4 are followed. Landslide Hazards and Landslide Mitigation: Our site reconnaissance and subsurface explorations indicate that the site is now stable. Construction plans for the site should increase overall site stability. Erosion Hazards: Soils on the part of the site to be developed present a moderate to severe erosion hazard. We recommend that standard erosion control measures, consisting of properly placed silt fences or straw bales and interceptor ditches, as described in Section 4.1, be implemented in the construction area. Foundation Options: We recommend conventional spread footings that bear on subgrades consisting of organic -free, medium dense or denser native soils. Recommendations for spread footings are provided in Section 4.2. Floor Options: We recommend concrete slab -on -grade floors for the residence. Recommendations for slab - on -grade floors are included in Section 4.3. Retaining Walls: Retaining walls are under consideration for locations above and below the proposed residence. We recommend that plans for this wall be developed and /or reviewed by E3RA prior to construction to assure that wall excavations do not affect the stability of the hillside. Subgrade Protection: The contractor should install appropriate temporary drainage systems to keep water out of the construction areas, and should reduce traffic over any subgrades prepared within these soils. The following text sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, spread footings, slab -on -grade floors, subgrade walls, drainage, and structural fill. The WSDOT Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41 -10, Standard Specifications for Road, Bridge, and Municipal Construction, and M21 -01, Standard Plans for Road, Bridge, and Municipal Construction, respectively. 4 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech 4.1 Site Preparation Preparation of the project site should involve erosion control, temporary drainage, clearing, stripping, cutting, filling, excavations, and subgrade compaction. Erosion Control: Before new construction begins, an appropriate erosion control system should be installed. This system should collect and filter all surface run off through either silt fencing or a series of properly placed and secured straw bales. We anticipate a system of berms and drainage ditches around construction areas will provide an adequate collection system. If silt fencing is selected as a filter, this fencing fabric should meet the requirements of WSDOT Standard Specification 9 -33.2 Table 3. In addition, silt fencing should embed a minimum of 6 inches below existing grade. If straw baling is used as a filter, bales should be secured to the ground so that they will not shift under the weight of retained water. Regardless of the silt filter selected, an erosion control system requires periodic observation and maintenance. Specifically, holes in the filter and areas where the filter has shifted above ground surface should be replaced or repaired as soon as they are identified. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near - surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Based on our current understanding of the construction plans, surface and subsurface conditions, we anticipate that curbs, berms, or ditches placed around the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near- surface water sources have been controlled, the construction areas should be cleared and stripped of all sod and topsoil. Our explorations indicate that sod and topsoil are very thin, and that only an inch or two of the surface will need removal. It should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed moisture- sensitive soils; therefore, stripping is best performed during a period of dry weather. Site Excavations: Based on our explorations, we expect that excavations will encounter medium -dense to dense soils which can be adequately excavated using standard excavation equipment. Dewatering: Our site explorations encountered only slight groundwater and/or perched water seepage. However, if substantial groundwater is encountered, we anticipate that an internal system of ditches, sumpholes, and pumps will be adequate to temporarily dewater excavations. Temporary Cut Slopes: All temporary soil slopes associated with site cutting or excavations should be adequately inclined to prevent sloughing and collapse. Temporary cut slopes in site soils should be no steeper than l' /4 H:1 V, and should conform to WISHA regulations. Subgrade Compaction: Exposed subgrades for footings, slabs, and floors should be compacted to a firm; unyielding state before new concrete or fill soils are placed. Any localized zones of looser granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be over - excavated and replaced with a suitable structural fill material. 5 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech Site Filling: Our conclusions regarding the reuse of on -site soils and our comments regarding wet - weather filling are presented subsequently. Regardless of soil type, all fill should be placed and compacted according to our recommendations presented in the Structural Fill section of this report. Specifically, building pad fill soil should be compacted to a uniform density of at least 95 percent (based on ASTM D- 1557). On -Site Soils: We offer the following evaluation of these on -site soils in relation to potential use as structural fill: • Surficial Organic Soils: Any organic soils and/or strippings from adjacent sites encountered can be used only for non - structural purposes, such as in landscaping areas. Sandy Silts: The light brown and grey -brown sandy silts, encountered throughout the site, are moisture sensitive and will require careful management to be used in any planned on -site fills. Compaction will be difficult during wet weather conditions. Well Graded Sands: Well graded sand found in the lower elevations of the site has a significant silt content and will likely require similar management as the sandy silts, if used as structural fill. Permanent Slopes: All permanent cut slopes and fill slopes should be adequately inclined to reduce long -term raveling, sloughing, and erosion. We generally recommend that no permanent slopes be steeper than 2H:1 V. For all soil types, the use of flatter slopes (such as 21/2H:1V) would further reduce long -term erosion and facilitate re- vegetation. Slope Protection: We recommend that a permanent berm, swale, or curb be constructed along the top edge of all permanent slopes to intercept surface flow. Also, a hardy vegetative groundcover should be established as soon as feasible, to further protect the slopes from runoff water erosion. Alternatively, permanent slopes could be armored with quarry spalls or a geosynthetic erosion mat. 4.2 Spread Footings In our opinion, conventional spread footings will provide adequate support for the proposed structure if the subgrades are properly prepared. Footing Depths and Widths: For frost and erosion protection, the bases of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bases of interior footings (if any) need bear only 12 inches below the surrounding slab surface level. To reduce post - construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. Bearing Subgrades: Footings should bear on medium dense, or denser, undisturbed soils which have been stripped of surficial organic soils, or on properly compacted structural fill which bears on undisturbed native soils which have been stripped of surficial organic soils. In general, before footing concrete is placed, any localized zones of loose soils exposed across footing subgrades should be compacted to a firm, unyielding condition, and any localized zones of soft, organic, or debris -laden soils should be over - excavated and replaced with suitable structural fill. 6 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech Subgrade Observation: All footing subgrades should consist of firm, unyielding, native soils or structural fill materials compacted to a density of at least 95 percent (based on ASTM D- 1557). Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. Bearing Pressures: In our opinion, for static loading, footings that bear on properly prepared subgrades can be designed for a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). A one -third increase in allowable soil bearing capacity may be used for short-term loads created by seismic or wind related activities. An increase is also possible for larger footings supporting the internal retaining walls on the house. Once these have been preliminarily sized, the magnitude of the increase can be determined by E3RA. Footing Settlements: Assuming that structural fill soils are compacted to a medium dense or denser state, we estimate that total post - construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements for comparably loaded elements may approach one - half of the actual total settlement over horizontal distances of approximately 50 feet. Footing Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported structural fill or non - organic on -site soils can be used for this purpose, contingent on suitable moisture content at the time of placement. Regardless of soil type, all footing backfill soil should be compacted to a density of at least 90 percent (based on ASTM D- 1557). Lateral Resistance: Footings that have been properly backfilled as recommended above will resist lateral movements by means of passive earth pressure and base friction. We recommend using an allowable passive earth pressure of 250 pounds per square foot. We recommend an allowable base friction coefficient of 0.25. The upper foot of soil should be neglected when calculating lateral resistance. 4.3 Slab -On -Grade Floors In our opinion, soil - supported slab -on -grade floors can be used. We offer the following comments and recommendations concerning slab -on -grade floors. Floor Subbase: Structural fill subbases do not appear to be needed under soil - supported slab -on -grade floors at the site. However, the final decision regarding the need for subbases should be based on actual subgrade conditions observed at the time of construction. If a subbase is needed, all subbase fill should be compacted to a density of at least 95 percent (based on ASTM D- 1557). In our opinion, well - graded sand and gravel such as Gravel Borrow or Ballast per WSDOT: 9 -03.14 or 9- 03.9(1), respectively, would be ideal for a subbase material, if needed. All subbase fill should be compacted to a density of at least 95 percent (based on ASTM D- 1557). Capillary Break and Vapor Barrier: To retard the upward wicking of groundwater beneath the floor slab, we recommend that a capillary break be placed over the subgrade. Ideally, this capillary break would consist of a 4 -inch -thick layer of pea gravel or other clean, uniform, well - rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9- 03.12(4), but clean angular gravel can be used if it adequately prevents capillary wicking. In addition, a layer of plastic sheeting (such as Crosstuff, Visqueen, or Moistop) 7 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech should be placed over the capillary break to serve as a vapor barrier. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. 4.4 Retaining Walls Conventional cast -in -place backfilled walls may be used for the below -grade portions of the proposed residence. Our backfilled wall design recommendations and comments are presented below. Curtain Drains: To preclude hydrostatic pressure development behind each backfilled retaining wall, we recommend that a curtain drain be placed behind the entire wall. This curtain drain should consist of washed rock or some other clean, uniform, well - rounded gravel, extending outward a minimum of 2 feet from the wall and extending upward from the footing drain to within about 12 inches of the ground surface. For walls that do not include a footing drain, we recommend that a 4- inch - diameter perforated drain pipe be installed behind the heel of the wall. Backfill Soil: Ideally, all retaining wall backfill placed behind the curtain drain would consist of clean, free - draining, granular material, such as "Gravel Backfill for Walls" per WSDOT Standard Specification 9- 03.12(2). Alternatively, on -site granular soils could be used as backfill if they are placed at a moisture content near optimum. This may be problematic in seasons other than summer. In the event that silty soils are used as backfill, a geotextile should be placed between the curtain drain and the backfill soil, to prevent drain clogging. Backfill Compaction: Because soil compactors place significant lateral pressures on retaining walls, we recommend that only small, hand - operated compaction equipment be used within 3 feet of a backfilled wall. Also, all backfill should be compacted to a density as close as possible to 90 percent of the maximum dry density (based on ASTM D- 1557); a greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post - construction settlements. Grading and Capping: To retard the infiltration of surface water into the backfill soils, we recommend that the backfill surface of exterior walls be adequately sloped to drain away from the wall. Ideally, the backfill surface directly behind each wall would be capped with asphalt, concrete, or 12 inches of low- permeability (silty) soils to minimize or preclude surface water infiltration. Applied Loads: Overturning and sliding loads applied to retaining walls can be classified as static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures. We offer the following specific values for design purposes. • Static Pressures: Yielding (cantilever) retaining walls should be designed to withstand an appropriate active lateral earth pressure, whereas non - yielding (restrained) walls should be designed to withstand an appropriate at -rest lateral earth pressure. Theses pressures act over the entire back of the wall and vary with the backslope inclination. Assuming a level backslope, we recommend using active and at rest pressures of 38 pcf and 55 pcf, respectively. • Surcharge Pressures: Static lateral earth pressures acting on a retaining wall should be increased to account for surcharge loadings resulting form any traffic, construction equipment, material stockpiles, or structures located within a horizontal distance equal to the wall height. For simplicity, a traffic 8 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech surcharge can be modeled as a uniform pressure of 75 psf acting against the upper 6 feet of wall. Where only floor loads are applied, the surcharge pressure can be reduced to 40 psf. • Seismic Pressures: Static lateral earth pressures acting on a retaining wall should be increased to account for seismic loadings. These pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a design acceleration coefficient of 0.30 and a wall height of "H" feet, we recommend that these seismic loadings be modeled as uniform active and at -rest pressures of 4H psf and 12H psf, respectively, assuming a level backslope. • Hydrostatic Pressures: If an adequate drainage and discharge system is included behind the retaining wall, we do not expect that hydrostatic pressures will develop. 4.5 Modular Block Retainini Walls Because modular block retaining walls are also part of the planned construction, we offer these recommendations for subgrade walls: Wall Type: The planned use of Ultrablock walls on this site is feasible and practical. A gravity type wall should be used where cut walls are planned and a mechanically stabilized earth (MSE) or reinforced soil wall should be used where fill walls are required. Once the final site geometry is determined by the civil engineer, E3RA will be available to design the planned walls. Wall Foundations: Retaining walls can be supported on shallow footings bearing on suitable soils as described in the Spread Footings section of this report. Footings should be designed using the recommended allowable bearing pressures and lateral resistance values presented for building foundations Wall Settlements: We estimate that the settlement of the wall footings constructed as recommended will be on the order of 1 inch or less. Most of this settlement is expected to occur as soon as the loads are applied. Differential settlement along the walls is expected to be 1 inch or less over a 50 -foot span. Wall Drainage: Groundwater drainage should be provided behind concrete walls by placing a zone of sand and gravel containing less than 3 percent fines (material passing No. 200 sieve) against the wall. This drainage zone should be at least 24 inches wide (measured horizontally) and extend from the base of the wall to within 1 foot of the finished grade behind the wall. Smooth - walled perforated PVC drainpipe having a minimum diameter of 4 inches should be embedded within the sand and gravel at the base of the wall along its entire length. This drainpipe should discharge into a tightline leading to an appropriate collection and disposal system. Backfill Soil: Ideally, all retaining wall backfill placed behind the curtain drain would consist of clean, free - draining, granular material, such as "Gravel Backfill for Walls" per WSDOT Standard Specification 9- 03.12(2). In the event that silty soils are used as backfill, a geotextile should be placed between the drainage zone and the backfill soil to prevent drain clogging. Backfill Compaction: Because soil compactors place significant lateral pressures on subgrade walls, we 9 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech recommend that only small, hand - operated compaction equipment be used within 3 feet of a backfilled wall. Also, all backfill should be compacted to a density as close as possible to 90 percent of the maximum dry density (based on ASTM D -1 557); a greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post - construction settlements. 4.6 Drainage Systems In our opinion, the proposed residence should be provided with permanent drainage systems to reduce the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Given the slope of the site, as well as the proximity to existing structures — specifically those down - slope, we recommend that the site drainage system be designed to collect any potential runoff and tight -line it to the nearest suitable location, down - slope. Perimeter Drains: We recommend that the building be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 4- inch - diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above the base of the perimeter footings. Discharge Considerations: If possible, all perimeter drains should discharge to a suitable location by gravity flow. Check valves should be installed along any drainpipes that discharge to a sewer system, to prevent sewage backflow into the drain system. Collected water should discharge into a tight line pipe and be routed away from the building offsite or down to the stormwater system. Runoff Water: Roof -runoff and surface -runoff water should not discharge into the perimeter drain system. Instead, these sources should discharge into separate tightline pipes and be routed away from the building offsite or down to the stormwater system. Grading and Capping: Final site grades should slope downward away from the buildings so that runoff water will flow by gravity to suitable collection points, rather than ponding near the building. Ideally, the area surrounding the building would be capped with concrete, asphalt, or low - permeability (silty) soils to minimize or preclude surface -water infiltration. 4.7 Structural Fill The term "structural fill" refers to any placed under foundations, retaining walls, slab -on -grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand, gravel, pea gravel, washed rock, crushed rock, well - graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit- run "), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, or any individual particles greater than about 6 inches in diameter. 10 February 9, 2009 E3RA, Inc. E09008 / Hovhannisyan Residential Geotech Fill Placement: Clean sand, gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM D -1557) as a standard, we recommend that structural fill used for various on -site applications be compacted to the following minimum densities: Fill Application Footing subgrade and bearing pad Foundation and subgrade wall backfill Slab -on -grade floor subgrade and subbase Minimum Compaction 95 percent 90 percent 95 percent Subgrade Observation and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be observed by geotechnical personnel before filling or construction begins. Also, fill soil compaction should be verified by means of in -place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet - weather site work, we recommend using "clean" fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. 5.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently, we recommend that E3RA be retained to provide the following post -report services: • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Provide design services for the planned Ultrablock gravity and MSE retaining walls; • Prepare a letter summarizing all review comments (if required by the City of Tukwila); • Check all completed subgrades for footings and slab -on -grade floors before concrete is poured, in order to verify their bearing capacity; and • Prepare a post - construction letter summarizing all field observations, inspections, and test results (if required by the City of Tukwila). 11 February 9, 2009 E09008 / Hovhannisyan Residential Geotech E3RA, Inc. 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we observed for this study; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. E3RA is available to provide geotechnical monitoring of soils throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, E3RA, Inc. Adam Stauffer Staff Geologist aas /dmw /daj Enclosures: Figure 1 - Location Map Figure 2 - Site & Exploration Plan Hand boring logs HB -1 through HB -3 3 copies Submitted 12 Dean M. White, P.E. Principal Engineer z 0 0 0 M 7 °3 .000 z 0 0 n at EYLKINZIAZ 9LKH[iWO aliniNCIAR 122 °24.000' W 122 °22.000' W 122 °20.000' W 122°18.000' W 122 °16.000' W 122°14.000' W WGSB4122 °11.000' W • 1471144‘1"‘‘‘ ,� ew INEWW., j,e,,• 122 °24.000' W TN */MN n%. 122 °22.000' W E3RA Inc. 9802 29th Ave W, Ste B102 Everett WA 98204 425.356.3372 425.356.3374 fax 122 °20.000' W 122 °18.000' W 122 °16.000' W 122 °14.000' W °D 0.5 I. 15 2.0 23 30 33 min 0 1 2 3 4 5km Map muted with TOPOI® 02003 National Geographic (ww .mtioml aph c coeJtopo) 13222 37th Avenue South Tukwila, WA 98168 E09008 WGS84122 °11.000' W 000 OanlUDYliff AgrainiU FIGURE 1 SITE LOCATION MAP NCO 7° 3.000 S 8917'51" E 158.48' ', (158.645—DESC.) SCALE IN FEET NOTE: BOUNDARY, STRUCTURES, AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. S 89'17.51. E 158.46' HAND BORING LOCATION E3RA Inc. 9802 29th Ave. W. Suite B102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com PROJECT: 13222 37th Avenue South Tukwila, Washington SHEET TITLE: Site and Exploration Plan DESIGNER: CRL DRAWN BY: CRL CHECKED BY: DMW DATE: 1/28/09 JOB NO. E09008 SCALE: 1" = 20" FIGURE: 2 FILE: E09008.dwg E3RA, Inc BORING NUMBER HB -1 9802 - 29th Ave West, Suite B102 E3RA in. Everett, Washington 98204 PAGE 1 OF 1 Telephone: 425 - 356 -3372 Figure A -2 Fax: 425 -356 -3374 CLIENT Armen Hovhannisyan PROJECT NAME Residential Geotech PROJECT NUMBER E09008 PROJECT LOCATION . DATE STARTED 1/22/09 COMPLETED 1/22/09 GROUND ELEVATION HOLE SIZE 3" DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Hand Auger AT TIME OF DRILLING -- LOGGED BY AAS CHECKED BY DMW AT END OF DRILLING — NOTES AFTER DRILLING -- o DEPTH (ft) SAMPLE TYPE NUMBER c LT- } cr O 3 U w cC Ui (A GRAPHIC I LOG J MATERIAL DESCRIPTION - 2.5 '{ ti -' x •; :0.8 10 inches Topsoil -GB S -1 6 ML (ML) Gray -brown silt with fine sand: reddish -brown marbling (medium stiff, moist) 2.5 (ML) Light brown silt with fine sand (medium stiff, moist) 4.0 irh_ l% GB S -2 6 ML y Bottom of borehole at 4.0 feet. E3RA,,6. CLIENT PROJECT E3RA, Inc BORING NUMBER HB -2 9802 - 29th Ave West, Suite B102 Everett, Washington 98204 PAGE 1 OF 1 Figure A -3 Telephone: 425 - 356 -3372 Fax: 425 -356 -3374 Armen Hovhannisyan PROJECT NAME Residential Geotech NUMBER E09008 PROJECT LOCATION DATE DRILLING DRILLING LOGGED NOTES STARTED CONTRACTOR METHOD BY 1/22/09 COMPLETED 1/22/09 GROUND ELEVATION HOLE SIZE 3" MS GROUND WATER LEVELS: Hand Auger Q AT TIME OF DRILLING 3.00 ft CHECKED BY DMW AT END OF DRILLING — AFTER DRILLING -- p DEPTH o (ft) SAMPLE TYPE NUMBER RECOVERY (in) (RQD) ui U n GRAPHIC inr_ MATERIAL DESCRIPTION _ -Nrh - - 2.5 'i '" . • �, 0.8 10 inches Topsoil v GB S -1 6 SP- SM ::: <.:, .:. . . .. 3.0 V (SP -SM) Light and dark brown coarse to fine sand with silt and occasional fine gravel (medium dense, wet) - Bottom of borehole at 3.0 feet. E3RA, Inc BORING NUMBER HB -3 9802 - 29th Ave West, Suite B102 PAGE 1 OF 1 E3RA,. Everett, Washington 98204 Figure 1 Telephone: 425- 356 -3372 Fax: 425 -356 -3374 CLIENT Armen Hovhannisyan PROJECT NAME Residential Geotech PROJECT NUMBER E09008 PROJECT LOCATION DATE STARTED 1/22/09 COMPLETED 1/22/09 GROUND ELEVATION HOLE SIZE 3° DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Hand Auger AT TIME OF DRILLING -- LOGGED BY AAS CHECKED BY DMW AT END OF DRILLING — NOTES AFTER DRILLING - -- o DEPTH (ft) SAMPLE TYPE NUMBER RECOVERY (in) (RQD) vi U v) D GRAPHIC LOG MATERIAL DESCRIPTION - 2.5 ' 4- •`' •x!:,:0.7 8 inches Topsoil ML (ML) Gray -brown silt with fine sand; reddish -brown marbling (medium stiff, moist) 4.0 _ (ML) Light brown silt with fine sand (medium stiff, moist) 9.0 �trt' ;. GB S-1 6 ML 5.0 - - 7.5 - - Bottom of borehole at 9.0 feet. City of Tukwila Department of Community Development File Number L08 -063 LAND SE PERMIT ROUTING FORM TO: ❑ Building Planning g Public Works n Fire Dept. 0 Police Dept. n Parks /Rec Project:Hovhannisyan Short Plat, 2nd submittal Address: 13222 37m Ave S Date transmitted 3/13/09 Response requested by 3/27/09 Staff coordinator: Brandon Miles '' 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) 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.) Applicant has responded to first correction letter. Plan check date: Comments Update date: prepared by: MAY 02 20111 r'CPJlmurq:Tf WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE INGRESS AND EGRESS EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: TALAT BOTROS Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 1 AND LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON. O 1 Assessor's Tax Parcel Nos. 7340600926 & 734060933 Easement for Access. Page 1 of 5 Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME , OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: I° BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER NO. 30010294, DATED JUNE 20, 2008.) Assessor's Tax Parcel No. 7340600925 E E Portion NN91/4 & SjT9 '/4 of NW '/4, Section 15, Twp. 23 N. Rge 4 E, W.M. Page 2 of 5 Easement for Access. Initials: Grantor Grantee An exclusive perpetual Ingress and Egress Easement over, across. along. in, upon and under that portion of said grantor's land described as follows: INGRESS AND EGRESS EASEMENT OVER A PORTION OF LOT 1 AND LOT 2 OF SHORT PLAT L06 -032 LEGAL DESCRIPTION OF INGRESS, EGRESS AND UTILITY EASEMENT AREA: THAT PORTION OF LOT 1 AND LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; %THENCE S 00 °53'21 "W, ALONG THE WEST LINE OF SAID LOT 1, A DISTANCE OF 9.00 FEET; THENCE N 89 °43'46 "E 91.47 FEET; THENCE N 31°19'56"E 8.65 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE N 89 °17'51 "W, ALONG THE NORTH LINE OF SAID LOT 2 AND LOT 1, A DISTANCE OF 95.84 FEET TO THE POINT OF BEGINNING. CONTIANING 768 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress and Egress Easement, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install any improvements in said Ingress and Egress Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Ingress and Egress Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Ingress and Egress Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Armen Hovhannisyan, Grantee Page 3 of 5 Easement for Access. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. 11 DATED this day of 2009- Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 5 Easement for Access. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2O Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 5 of 5 Easement for Access. Initials: Grantor Grantee EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 OFF -SITE INGRESS AND EGRESS EASEMENT 0 d E M LOT 1 04� SN\L‘*\\V CNk LOT 2 1" = 40' INGRESS AND EGRESS ESM'T. LOT 2 40R 0 * o�06Q6 LOT 1 ()N 20 J LOT #1 C'D 0 0 0 co C13 CV k* CO 0 ti� LOT #2 HAN S EN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 03/03/09 MAY 02 20111 WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: ARMEN HOVHANNISYAN Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 1 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME$ OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:10 BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF; AND EXCEPT THE EAST 79.28 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. Assessor's Tax Parcel No. 7340600925 Portion Nyt' /< & S$ ''/ of NW ' /<, Section 15, Twp. 23 N. Rge 4 E, W.M. Page 1 of 4 On -site Easement for Access & Utilities. Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 2 LEGAL DESCRIPTION: THE EAST 79.28 FEET OF THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME )(OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: /p BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Assessor's Tax Parcel No. 7340600925 Page 2 of 4 On -site Easement for Access & Utilities. Initials: Grantor Grantee An exclusive perpetual Ingress, Egress and Utility Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: INGRESS, EGRESS AND UTILITY EASEMENT OVER A PORTION OF LOT 1 OF SHORT PLAT L08 -063 LEGAL DESCRIPTION OF INGRESS, EGRESS AND UTILITY EASEMENT AREA: THAT PORTION OF THE ABOVE DESCRIBED GRANTOR'S PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED GRANTOR'S PROPERTY; THENCE N 00 °53'21 "E, ALONG THE EAST LINE THEREOF, A DISTANCE OF 12.00 FEET; THENCE N 89 °17'51 "W 39.18 FEET; THENCE S 00 °53'21 "W 3.00 FEET; THENCE N 89 °17'51 "W 40.00 FEET TO THE WEST LINE THEREOF; THENCE S 00 °53'21 "W, ALONG SAID WEST LINE, A DISTANCE OF 9.00 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE S 89 °17'51 "E. ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 79.18 FEET TO THE POINT OF BEGINNING. CONTAINING 830 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress, Egress & Utility Easement, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install any improvements in said Ingress, Egress & Utility Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Ingress, Egress & Utility Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Ingress, Egress & Utility Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Armen Hovhannisyan, Grantor Armen Hovhannisyan, Grantee Page 3 of 4 On -site Easement for Access & Utilities. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. 11 DATED this day of . 20e Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 4 On -site Easement for Access & Utilities. Initials: Grantor Grantee EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 ON —SITE INGRESS, EGRESS & UTILITY EASEMENT E-� O cn C YD S g LOT 1 LO T 6 gyp. 1" = 40' LOT 1 PRIVATE INGRESS, EGRESS & UTILITY ESM.T. LOT 2 . 604�pp2 0�0 0: `?'o �p60 LOT #1 HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/09 MAY 0 2 20111 WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE OFF -SITE SANITARY SEWER EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: TALAT BOTROS Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON. Assessor's Tax Parcel No. 7314060933. Portion N)V V4 & sr v, of NW ' /<, Section 15, Twp. 23 N, Rge 4 E. Page 1 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME ) 8 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:IO BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43' d ' 88.825 FEET; THENC f. il% 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. (PER LANDAMERICA TRANSNA'TION SUBDIVISION GUARANTEE ORDER NO. 30010294, DATED JUNE 20, 2008.) Assessor's Tax Parcel No. 7340600925 Page 2 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee An exclusive perpetual Sanitary Sewer Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: LEGAL DESCRIPTION OF OFF -SITE SANITARY SEWER EASEMENT AREA: THAT PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032, AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 2; THENCE N 89 °17'51 "W, ALONG THE NORTH LINE OF SAID LOT 2, A DISTANCE OF 53.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 00 °00'00 "E 7.41 FEET; THENCE N 72 °11'54 "W 17.12 FEET; THENCE N 00 °53'21 "E 2.38 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 16.27 FEET TO THE POINT OF BEGINNING. CONTAINING 80 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantor and grantee shall install said Sanitary Sewer at an equally divided cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Sanitary Sewer equally. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Sanitary Sewer. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee and Grantor herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Armen Hovhannisyan, Grantee Page 3 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of 41- Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of 20'. Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 5 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 PRIVATE SANITARY SEWER EASEMENT 37TH AVE SOUTH 10' WIDE PRIVATE SANITARY SEWER �ASEMENT (ON —SITE LOT 1 04 406) t NOS 01 *0. I I - -J10I I J L10' SAN. SEWER ESMI'T, REC. j9008200765 LOT #1 10' WIDE PRIVATE SANITARY SEWER EASEMENT (OFF —SITE) LOT 2 10' PRIVATE SANITARY SEWER ESM'T.J K.C. REC. No. 20070524001992 ' 4 4 op2 LOT 1 0c 6900 6 X00 c2 10' HAN S EN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/09 'a417.: MAY 02 20111 c0MMuN ;r( aE,'_LOP,. E T WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE WATER LINE EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: ARMEN HOVHANNISYAN Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 1 LEGAL DESCRIPTION: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME)-OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ID BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF; AND EXCEPT THE EAST 79.28 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Assessor's Tax Parcel No. 7340600925 Portion N,' /4 & S('/, of NW '/4, Section 15, Twp. 23 N, Rge 4 E, W.M. g Page 1 of 4 On -site Waterline Easement. Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 2 LEGAL DESCRIPTION: THE EAST 79.28 FEET OF THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME ,'OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: /0 BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Assessor's Tax Parcel No. 7340600925 Page 2 of 4 On -site Waterline Easement. Initials: Grantor Grantee An exclusive perpetual Water Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: PRIVATE WATER LINE EASEMENT OVER A PORTION OF LOT 1 OF SHORT PLAT L08 -063 4 LEGAL DESCRIPTION OF WATER LINE EASEMENT AREA: THE NORTH 5 FEET OF THE ABOVE DESCRIBED GRANTOR'S PROPERTY. CONTAINING 396 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install any improvements in said Water Line Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Water Line Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Water Line Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Armen Hovhannisyan, Grantor Armen Hovhannisyan, Grantee Page 3 of 4 On -site Waterline Easement. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. II DATED this day of , 201 Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 4 On -site Waterline Easement. Initials: Grantor Grantee EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 PRIVATE WATER LINE EASEMENT 5' WIDE PRIVATE WATER LINE EASEMENT LOT 1 LOT 2 $ " �� 0i' \'' X060 9 #,*(1" LOT #1 00 s� o ., � o ac co o cNt LOT #2 HA -\ S EN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/09 WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE OFF -SITE SANITARY SEWER EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: TALAT BOTROS Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON. Assessor's Tax Parcel No. 7304060933. Portion NW '/ & SW '/ of NW '/, Section 15, Twp. 23 N, Rge 4 E. Page 1 of 5 Easement for Off -site Sanitary Sewer. RECTVED 'MAR 0 5 2009' COMMUN :Pt DEVELOP►d;E,dT Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89°4W WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER NO. 30010294, DATED JUNE 20, 2008.) Assessor's Tax Parcel No. 7340600925 Page 2 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee An exclusive perpetual Sanitary Sewer Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: LEGAL DESCRIPTION OF OFF -SITE SANITARY SEWER EASEMENT AREA: THAT PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032, AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 2; THENCE N 89 °17'51 "W, ALONG THE NORTH LINE OF SAID LOT 2, A DISTANCE OF 53.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 00 °00'00 "E 7.41 FEET; THENCE N 72 °11'54 "W 17.12 FEET; THENCE N 00°53'21"E 2.3 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE S 89°17'51"E, ALONG SAID NORTH LINE, A DISTANCE OF 16.27 FEET TO THE POINT OF BEGINNING. CONTAINING 80 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantor and grantee shall install said Sanitary Sewer at an equally divided cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Sanitary Sewer equally. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Sanitary Sewer. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee and Grantor herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Armen Hovhannisyan, Grantee Page 3 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2009 Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2009 Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 5 of 5 Easement for Off -site Sanitary Sewer. Initials: Grantor Grantee EXHIBIT ARMEN HOVHANNISYAN SHORT PLAT L08 -063 PRIVATE SANITARY SEWER EASEMENT 37TH AVE SOUTH 10' WIDE PRIVATE SANITARY SEWER EASEMENT (ON —SITE) LOT1 4S I eN 1P10 - 0 �° _ J C,%'" LOT 2 N 1" = 40' 1 10' WIDE PRIVATE SANITARY SEWER EASEMENT (OFF —SITE) LOT 2 10' PRIVATE SANITARY SEWER ESM'T. 1 K.C. REC. No. 20070524001992 4�`t10' 1---*Q7°W. LOT 1 �,Q•� 69 °° O I I J sm. smart egn. REC. 19009200765 LOT #1 HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON, WA 98058 TEL 425- 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/09 Fes. F. MAY 02 20111 COMMIT. ;TY DEVELOP “ItE JT WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE ON -SITE SANITARY SEWER EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: ARMEN HOVHANNISYAN Grantee: TALAT BOTROS Grantor Legal Description: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUMEig OF PLATS, PAGE 74, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: /0 BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43” WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER NO. 30010294, DATED JUNE 20, 2008.) Portion Nyf & S '1, of NW 'A, Section 15, Twp. 23 N, Rge 4 E, W.M. E E Page 1 of 5 Easement for On -Site Sanitary Sewer. Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY. WASHINGTON. O Assessor's Tax Parcel No. 734060933. Page 2 of 5 Easement for On -Site Sanitary Sewer. Initials: Grantor Grantee An exclusive perpetual Sanitary Sewer Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: LEGAL DESCRIPTION OF ON -SITE SANITARY SEWER EASEMENT AREA: THAT PORTION OF THE ABOVE DESCRIBED GRANTOR'S PROPERTY, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 2, OF CITY OF TUKWILA SHORT PLAT NO. L06 -032, AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON, THENCE N 89 °17'51 "W, ALONG THE NORTH LINE OF SAID LOT 2, A DISTANCE OF 43.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 72 °11'54 "W 17.01 FEET; THENCE N 00 °53'21 "E 73.82 FEET; THENCE S 89 °17'51 "E 59.28 FEET; THENCE N 00 °53'21 "E 10.00 FEET; THENCE N 89 °17'51 "W 69.28 FEET; THENCE S 00 °53'21 "W 66.79 FEET; THENCE S 84 °39'56 "W 10.06 FEET; THENCE S 00 °53'21 "W 10.06 FEET; THENCE N 84 °39'56 "E 10.06 FEET; THENCE S 00 °53'21 "W 11.98 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE S 89 °17'51 "E, ALONG SAID NORTH LINE, A DISTANCE OF 26.27 FEET TO THE POINT OF BEGINNING. CONTAINING 1,622 SQUARE FEET, MORE OR LESS. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantor and grantee shall install said Sanitary Sewer at an equally divided cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance of said Sanitary Sewer equally. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Sanitary Sewer. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee and Grantor herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantee Armen Hovhannisyan, Grantor Page 3 of 5 Easement for On -Site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. tl DATED this day of 2O Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 5 Easement for On -Site Sanitary Sewer. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2Q Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 5 of 5 Easement for On -Site Sanitary Sewer. Initials: Grantor Grantee HA= EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 PRIVATE SANITARY SEWER EASEMENT 37TH AVE SOUTH 10' WIDE PRIVATE SANITARY SEWER EASEMENT (ON -SITE) LOT 1 .;?4 C0 10' WIDE PRIVATE SANITARY SEWER EASEMENT (OFF -SITE) l LOT 2 LOT 2 10' PRIVATE SANITARY SEWER ESM'T. K.C. REC. No. 20070524001992 � 4 � \\(;) `� LOT 1 �,� Cu 6900 6 1" = 40' 0' I I J101 J 10' SAN. SEWER ESM'T. REC. 19008200765 LOT #1 \-S EN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX 425 - 235 -0266 LATEST REVISION: 02/19/09 MAY 02 20111 WHEN RECORDED RETURN TO: Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 FILED FOR RECORD AT REQUEST OF: PRIVATE ` OFF -SITE STORM DRAIN EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L08 -063 Reference # Grantor: TALAT BOTROS Grantee: ARMEN HOVHANNISYAN Grantor Legal Description: LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON. 0 Assessor's Tax Parcel No. 7384060933 Page 1 of 5 Easement for Off -site Storm Drain Line. Initials: Grantor Grantee THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (grantee) of the land described as follows: THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME y8 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:IO BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. (PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER NO. 30010294, DATED JUNE 20, 2008.) Assessor's Tax Parcel No. 7340600925 Page 2 of 5 Easement for Off -site Storm Drain Line. Initials: Grantor Grantee An exclusive perpetual Storm Drain Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: STORM DRAIN LINE EASEMENT OVER PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT L06 -032 LEGAL DESCRIPTION OF OFF -SITE STORM DRAIN EASEMENT AREA: THE NORTH 5 FEET OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO. L06 -032 AS RECORDED UNDER KING COUNTY RECORDING NO. 20070606900002, RECORDS OF KING COUNTY, WASHINGTON. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drain Line at their sole expense and shall continue to maintain and grantor and grantee shall continue to bear all cost of repair and maintenance of said Storm Drain Line equally. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Storm Drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee and Grantor herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Talat Botros, Grantor Armen Hovhannisyan, Grantee Page 3 of 5 Easement for Off -site Storm Drain Line. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that is the person who appeared before me, and acknowledged that he /she /they signed this instnunent and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of 20)' Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 4 of 5 Easement for Off -site Storm Drain Line. Initials: Grantor Grantee STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that is the person who appeared before me. and acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 209' Notary Signature Title Residing at My Appointment Expires: Notary Signature Title Residing at My Appointment Expires: Page 5 of 5 Easement for Off -site Storm Drain Line. Initials: Grantor Grantee EXHIBIT "A" ARMEN HOVHANNISYAN SHORT PLAT L08 -063 PRIVATE STORM DRAIN EASEMENT 0 LOT 1 CO LOT 2 1" = 40' LOT 1 5' WIDE PRIVATE STORM DRAINAGE ESM'T. LOT 2 oo Cry HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 7701 108TH AVE. S.E., PMB 208, RENTON, WA 98055 TEL 425 - 235 -8440 FAX: 425 - 235 -0266 LATEST REVISION: 02/19/09 LOT #1 00 o M AC co moo° N LOT #2 • MAR 0 5 2009 COMMUN.rr DEVELOPMENT STORM DRAINAGE REPORT FOR Hovhannisyan Short Plat 13222 — 37th Avenue South Tukwila , Washington 98168 Date: October 15, 2008 Prepared for: Armen Hovhannisyan 1322 — 37th Avenue South Tukwila, WA 98168 By ANSTEY ENGINEERING 8627 NE 180th Street Bothell, Washington 98011 Phone: (206) 303 -7639 Fax: (425) 486 -0267 e -mail: benanstey @juno.com AE08 -45 10/15/2008 PROJECT SUMMARY: This storm drainage technical information report has been prepared to address the City of Tukwila site development and storm drainage requirements for the proposed Hovhannisyan Short Plat at 13222 - 37% Avenue South, in Tukwila, WA. The 14,096sf(0.32 acre site is located off of 37? Avenue South in Tukwila, WA. The project consists of the construction of a two lot short plat dividing an existing parcel which has one existing home. An improved driveway will also be constructed on the site for access to 37th Avenue South, sharing an easement with the property to the south, City of Tukwila Short Plat #20070606900002. The site is steeply sloped from the west and south down to the east and north. All runoff from the site currently sheet flows down to the a d j a c e n t properties to the north and east. Per the SMALL SITE DRAINAGE REQUIREMENTS of the 1998 King County Surface Water Drainage Manual storm drainage runoff will be directed to the existing storm drainage system on 38th Avenue South. The site will be approximately 25% covered by the existing 1,617sf house and proposed 1,938sf driveway. The rest of the site is covered with grass and trees and will mostly be left in the existing condition for now. Some new landscaping will be installed. In the future there is the potential to build a 3,636sf house on lot 2 and redevelop the house on lot 1 to 3,555sf. The existing site has no storm drainage system and no storm water quality or quantity controL We are proposing to add only 1,938sf new impervious surface to the site at this time for the development of the driveway. EXISTING SI'Z'E HYDROLOGY: The parcel is developed with trees, grass, and brush, one existing 1,617sf house and gravel driveway, and is steeply sloped. The storm water runoff from the site infiltrates or sheet flows to the north or northeast where it is dispersed onto the adjacent properties. There is no evidence of any other on -site flows going off -site. The site does not receive off site flows from the south or from 37 th Avenue South on the west. The property to the south, City of Tukwila Short Plat #20070606900002 has a piped drainage system which drains to a catch basin at the SE corner of this site and from there is piped to the existing public storm drain in 38th Avenue South. DEVELOPED SITE HYDROLOGY: According to the City of Tukwila's Construction Standards for storm water management, the city does not requires storm water quantity and quality control for this project as there will only be 1,938 sf of new impervious surface added for the proposed development. We have proposed to collect all of the storm water runoff from the, roof and pavement areas with downspouts and catch basins. A new concrete driveway extending from the existing driveway on the property to the south will be constructed on an easement to serve both lots 1 and 2 of this Short Plat. Runoff from the site will be collected by a new catch basin at the end of the; drive and will be conveyed to the existing storm drain in 38th Avenue South through 6"0 PVC pipe over the existing easement. The roof and footing drains for lots 1 and 2 of this short plat will be connected to a single 6 "0 PVC pipe which will be routed to the existing stub at the storm drain manhole at the south end of 38th Avenue South. Should the storm drainage collection system fail the water would overflow onto the adjacent property as it does now. HYDRAULIC ANALYSIS: A 6" PVC Pipe at 10% minimum slope can pass approximately 1.0cfs Q= 0.2* (1.486/0.012) *(0.5/4) *(0.1^0.5) = 1.0cfs per Manning's formula Per the Rational - Method the peak flow from the site will be: C= 0.6 for 6DU /GA = 4/0.64AC for drainage basin parcels 0925 & 0926& 0933 Area = 0.64 Acres = this site and the two lots to the south I = (3.4in for 24 hr 25 yr Strom) * ((2.66 *6.5)^( - 0.65)= 2.67 Q = CIA = 0.6* 2.67 *0.64 = 1.0 cfs = peak runoff for 25 year storm Slope for existing pipe = 12% +/- hydraulic gradient See SUBH printout 25 year storm peak for site = 0.43 cfs for 0.6 acres this site and 2 lots to the south. UPSTREAM ANALYSIS: There is no evidence of direct off -site flows which enter or affect the site. The adjacent residences to the east and north are lower than the site. The property to the south does not drain onto the sites and 37th Avenue South to the west of the site has a curb which directs all runoff to the north. OFF -SITE All of the storm water from the roofs, footing drains and catch basins will be collected and discharged through a new storm drain to the existing 24 "0 storm drain pipe in 386 Avenue South to the northeast of the property. No other accumulated or concentrated exit the site. DOWNSTREAM ANALYSIS: No significant surface water runoff will be discharged off- site except by the new storm drain. If overflow should occur the water would sheet flow over the vegetated slope as it now does. There are no downstream effects anticipated from the proposed development. However, the proposed addition will improve the downstream conditions because of the improved control of storm water runoff to the piped drainage system. All roof, yard, and footing drains will be connected to the existing 6" PVC pipe sloped at a minimum of 10% which is routed to the existing 6 "0 pipe connecting to the south side of the existing storm drain manhole at the south end of 38th Avenue South. The storm drain manhole at the end of 38th Avenue South drains east through a 24" 0 CP to a vegetated swale east of 38th Avenue South. The flow then proceeds east through the vegetated swale to 40th Avenue South where it crosses through a 30" 0 CMP and continues to the east through a vegetated swale. CONCLUSIONS AND RECOMMENDATIONS: The Hovhannisyan Short Plat can be constructed on the site without changing the character of the drainage in the area. Storm water flow control will be provided by a new piped drainage system to the existing storm drainage system in 38th Avenue South. This system will provide adequate storm water control per the KCSWDM Small Site Drainage Requirements. The site currently has no drainage system and is too small and steep for a pond to be installed and still have a useable lot. A piped system will prevent problems for the downstream property owners. The site is too steep and small for practical dispersion or infiltration systems. Should overflow occur the water would continue to drain onto the existing vegetated slope as it now does. There will be no change to the existing system other than the system will now be provided with a piped drainage system to reduce erosion and better control water flow which will reduce the amount of erosion and pollution from the site. H25yrDev Hovhannisyan Short Plat 25 year Developed Peak Flow Feb 17, 2009 KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface water Management Division HYDROGRAPH PROGRAMS Version 4.21B 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - MODIFIED SBUHYD 4 - ROUTE 5 - ROUTE2 6 - ADDHYD 7 - BASEFLOW 8 - PLOTHYD 9 - DATA 10 - RDFAC 11 - RETURN TO DOS ENTER OPTION: 2 SBUH /SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE -1A 2 - 7 -DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25,24,3.4 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 25 -YEAR 24 -HOUR STORM * * ** 3.40" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 0.31,86,0.33,98,6.5 DATA PRINT -OUT: AREA(ACRES) .6 PEAK - Q(CFS) .43 PERVIOUS A CN .3 86.0 T- PEAK(HRS) 7.67 IMPERVIOUS TC(MINUTES) A CN .3 98.0 6.5 VOL(CU -FT) 6055 ENTER [d:][path]fi1ename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: F:A25yrDev Page 1 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table I1I -1.3 SCS Western Washington Runoff Curve Numbers (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type lA rainfall distribution, 24 -hour storm duration. LAND.USE DESCRIPTION Cultivated land(1): - winter condition CURVE NUMBERS BY HYDROLOGIC SOIL G A 8 C Mountain open areas: low growing brush & grasslands Meadow or pasture: Wood or forest land: Wood or forest land: Orchard: undisturbed young second growth or brush with cover crop 86 91 94 74 82 89 92 65 78 85 42 55 81 Qpen spaces, lawns, landscaping. Good condition: Fair condition: parks, golf courses, cemeteries, grass cover on t75% of the area - grass cover on 50 -75% of the area 64 76 72 81 88 92 68 80 77 85 81 86 94 90 92 Gravel roads & parking lots: Dirt roads & parking lots: Impervious surfaces, pavement, roofs etc. Open water bodies: lakes, wetlands, ponds etc. Single family residential(2): Dwelling 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 '5.5 6.0 6.5. 7.0' Unit /Gross DU /GA DU /GA DU /GA DU /GA DU /GA DU /GA DU /GA DOGA Do /GA DU /cA DO /GA :. •C , ,. ive `iaacstrial arise & ... Acre %Impervious(3) 15 20 25 30 34 38 42 46 .48 50. 52 54 56 a %impervious must be computed 76 85 89 - 91 72 82 87 89 98 98 98 100 100 100. 100 J 3 Separate curve number shall be selected for pervious & impervious portions of the site or basin 3 (14 Por a =Ore 4.iiirdeSor ptlon • of agricultural land use cure - u = 4 to National D ineering ook en s:•refer • Seo '• - _ , gpdrology, Chapter 9, August 1972. (2I A6suMes roof and'driveway'ke9off is directed into street /storm system. (3) Tk* - remaininq` pervious Meas s (lawn) are considered to be in good condition .tor 't G - c�iiiiii nu rs . 16.,,....., ,.. ,..::ri 6, rt-, a r;r, , P �pna a41...5a v. it a . 4 Transnation Armen Hovhannisyan 13328 NE 70th Street Redmond, WA 98052 REFERENCE NO: /Armen Hovhannisyan Order No.: 30010294 Liability: $10,000.00 Charge: $ 250.00 Tax: $ 22.50 Total: $ 272.50 SUBDIVISION GUARANTEE Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. Transnation Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary Toss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: June 20, 2008 Transnation Title Insurance Company Subdivision Guarantee G NT004 RECEIVED OCT 17 2008 COMMUNITY DEVELOPMENT Page 1 of 5 • • Order No.: 30010294 SCHEDULE A 1. Name of Assured: Armen Hovhannisyan 2. Date of Guarantee: June 20, 2008 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Armen Hovhannisyan, as his separate estate c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 7340600925 YEAR BILLED PAID BALANCE 2008 $2,543.22 $1,271.61 $1,271.61 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,271.61. LEVY CODE: 2413 ASSESSED VALUE LAND: $170,000.00 ASSESSED VALUE IMPROVEMENTS: $45,000.00 2. ANY UNPAID ASSESSMENTS OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY VAL VUE SEWER DISTRICT. 3. ANY UNPAID ASSESSMENTS OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY CITY OF TUKWILA. 4. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY RIVERSIDE INTERURBAN TRACTS. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. Subdivision Guarantee Page 2 of 5 GNT004 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: PRIVATE ROADWAY A PORTION OF SAID PREMISES APRIL 11, 1938 2991900 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Order No30010294 VAL VUE SEWER DISTRICT, A MUNICIPAL CORPORATION A SEWER PIPELINE AND LINES A PORTION OF SAID PREMISES AUGUST 20, 1990 9008200765 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: ARMEN HOVHANNISYAN, A MARRIED MAN, AS HIS SEPARATE ESTATE COMMONWEALTH LAND TITLE CO WASHINGTON MUTUAL BANK $148,000.00 NOVEMBER 1, 2007 NOVEMBER 06, 2007 20071106001013 8. THE LAND DESCRIBED IN THIS COMMITMENT APPEARS TO BE RESIDENTIAL IN NATURE AND MAY BE SUBJECT TO THE PROVISIONS OF R.C.W.6.13.060 (HOMESTEAD STATUTE) IF THE LAND I5 OCCUPIED AS A PRIMARY RESIDENCE. IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE, ALL INSTRUMENTS CONVEYING OR ENCUMBERING THE LAND MUST BE EXECUTED BY EACH SPOUSE, INDIVIDUALLY, OR BY AN ATTORNEY -IN -FACT. IN THE EVENT THE COMPANY RECEIVES INSTRUMENTS THAT ARE NOT JOINED BY THE NON - OWNING SPOUSE WITH POSSIBLE HOMESTEAD RIGHTS, THE COMPANY MAY BE UNABLE TO RECORD OR TO INSURE THE TRANSACTION. NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: NOTE 2: A SINGLE FAMILY RESIDENCE KNOWN AS: 13222 37TH AVENUE S TUKWILA, WA 98168 THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PTN TRACT 60, RIVERSIDE INTERURBAN TRACTS Subdivision Guarantee Page 3 of 5 GNT004 NOTE 3: )BS • • Order No30010294 WHEN SENDING DOCUMENTS FOR RECORDING, PLEASE SEND VIA TDS (TITLE DELIVERY SERVICE) IN THE YELLOW RECORDING ENVELOPES WHENEVER POSSIBLE. IF THEY MUST RECORD THE SAME DAY, PLEASE CONTACT THE TITLE UNIT FOR SPECIAL DELIVERY REQUIREMENTS. IF THEY MAY BE RELEASED WITHIN 48 HOURS, THEY SHOULD BE SENT TO THE FOLLOWING ADDRESS: TRANSNATION TITLE INSURANCE COMPANY 1501 - 4TH AVENUE, SUITE 308 SEATTLE, WA 98101 ATTN: RECORDING DEPT. Enclosures: Sketch Vesting Deed Paragraphs All recorded matters Subdivision Guarantee Page 4 of 5 GNT004 • • Order No.: 30010294 EXHIBIT "A" THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THERE, RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89 °48' EAST TO A POINT WHICH IS NORTH 89 °48' EAST 188.645 FEET AND NORTH 0 °00'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0 °00'43" EAST 88.825 FEET; THENCE SOUTH 89 °48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: lay Detexis. 110.00 enraunhranrr_e adverse clainta or ether matters against the title. whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the rends of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the pubic records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by mason of the following: (a) Defects, liens, encumbrances, adverse darns or other matters affecting the t&le to any properly beyond the fines of the land expressly described in the description set font in Schedule (A), (C) or in Part 2 of this Guarantee. or title to streets, roads, avenues, lanes, ways or waterways to which such sand abuts, or the right to maintain therein vaults, tunnels. ramps or any structure or improvements, or any rights or easements therein. unless such property, rights or easements are expressty and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse dams or other natters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one er more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invatddy of any Judicial or non - judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terns when used in the Guarantee mean: (a) the "Assured': the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) land': the land described or referred to in Schedule (A), (C) or in Part 2. and improvements affixed thereto which by law constitute real property. The term land' does not include any property beyond the lines of the area described or refereed to in Schedule (A). (C) or in Part 2. nor any rigid, title, interest estate or easement in abutting streets, roads, avenues, alleys. lanes, ways or waterways. (c) 'mortgage': nortgage, deed of trust, trust deed. or other security instrument (d) 'public records`. records estadshed under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) 'date': the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shag cone to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of the Guarantee. If prompt notice shall not be given to the Company, then all Iiabiliity of the Company shag terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under the Guarantee unless the Company shag be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a parry, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shag have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), er to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to estadsh the Gen rights of the Assured, or to prevent or reduce loss Of damage to the Assured. The Company may take any appropriate action under the tennis of this Guarantee, whether ce not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. tf the Company shall exercise its rights under this paragraph. it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion. to appeal from an adverse judgment or order. (d) in all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at it option. the nary of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights Of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shag terminate. 5. Proof of Lose or Damage. In addition to and alter the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company. a proof of loss or damage signed and SWOT lo by the Assured shall be furnished to the Company within ninety (90) days after the Assured shag ascertain the fads giving rise to the loss or damage. The proof of loss or damage shag describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. ff the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shalt terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying. at such reasonable times and places as may be designated by any authorized representative of the Company. all recrds, books, ledgers. checks. correspondence and memoranda. whether bearing a sate before or after Date of Guarantee. which reasonably pertain to the loss or damage. Further. if requested by any authorized representative of the Company, the Assured shag grant its permission, in veeitng, for any authorized representative of the Company to examine, inspect and Dopy an records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All infomiatton designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, its necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by taw or governmental regulation. shall terminate any liability of the Company under this Guarantee to the Assured for that daint 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee. the Company shall have the following addtional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any dais which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholoer, the Company shall have the option to purchase the indebtedness seared by said mortgage or said lien for the amount owing thereon. together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the fine of purchase. Such purchase. payment or tender of payment of the full amount of the Guarantee shall terminate all lability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the darned loss or damage. other than to make the payment required in that paragraph, shag terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised is options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant To pay or otherwise settle with other parties for a in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses inured by the Assured ctaimar which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the darned loss or damage, other than to make the payment required in that paragraph shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon Me assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liabildy of the Company under this Guarantee to the Assured shall not exceed the least a.. (a) (b) the amount of Gabitity stated in Schedule A or in Part 2: the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as Iinded or provided under Section 6 of these Condition and Stipulations or as reduced under Section 9 of these Condtions and Stipulations, at the tine the loss or damage assured against by this Guarantee occurs. together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate a interest subject to any defect, lien o encumbrance assured against by the Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect lien or encumbrance. or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrorn, it shag have fully performed its obligations with respell to that matter and snap not be liable for any loss or damage caused thereby. • • • CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigation by the Company or with the C ri pant's consent. the Company shall have no liability for loss cr damage until the has been a Final determination by a court of competent jurisdiction, and disposition of all appeals therefrom. adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability rulu.dnriy no:wane l by the And in eGN.g uny nieu.. Q d.a the o.+a+ written consent of the Company. 9. Reduction of Liability orTemtination of Liability. All payments under this Guarantee, except payments made for costs, attorneys fees and expenses pursuant to Paragraph 4 shag reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shalt be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shag be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a Baum under this Guarantee, all right of subrogation shag vest in the Company unaffected by any ad of the Assured claimant The Company shag be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shag transfer to the Company all rights and remedies against any person or properly necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shag be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable taw, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include. but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with lIs issuance or the bread[ of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1.000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable mattes when the amount of frabtdy is in excess of 51.000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee strati be binding upon the parties. The award may include attorneys' fees only if the taws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbltrator(s) may be entered in any court having juristiidon thereof. The taw of the sites of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liabiity Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee. this Guarantee shag be construed as a whole.' (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting with claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. Id. Notices, Where Sent. Alt notices required to be given the Company and any statement in writing required to be furnished the Company shalt include the number of this Guarantee and shag be addressed to: Consumer Affairs Department P.O. Box 27567, Richmond, Virginia Z3261-7567. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) • • THIS SKETCH IS PROVIDED, WITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT MODIFY, THE COMMITMENT OR POLICY TO WHICH IT IS ATTACHED. THE COMPANY ASSUMES NO LIABILITY FOR ANY MATTER RELATED TO THIS SKETCH,UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. 18 1291 SECTION: 15 TOWNSHIP: 23N RANGE: 04E 106121 127051 0035 8 0030' 166 54 86.27 E2 7 22500ts 6000# 0801 120 0075 225 .71.76 TU 82.27 83.27 92.62 2675 nr 7 -51w 227.20 '(p) 12. 10119# 0090 0888 0220 115 49 56. .p `'O .6s ea 70668 70218 7009# �► 7396# 81 39 0140 • • pas 2 Pritchard Oharlee L Pugs hoe Apr 9 1959 by Oeorgo 8 1'ritabord /and ' ais 8 i 'Ltehe rd het, nef Adaerd Clifford to p for on roe at s n s Jun 6 1939 t14 by Op 949 44h1 4170 West tJ Apr 11 1988 " t. 4991900 Apr-41958 *seat) 48.00 ire and at z I` "Sir tlittlta ao lino an$ Je�OS:e i Celina ftwr, r' t6 roesph ed,t a crried mace fp g b a oy to op hand p, f 41dE in AM; bea at the Gli our of tt 40 t.ivetsidoIntsrurban tracts; till no 09 de$ 49t east 00 ft t0 1 steno i ien a tics true pot; 4 and pll to the post 11 of tt 60 of ad bto S8.aI8 ft .00 89 deg 48' east 1!33.46 ft; th ao 0 deg 00,40" east 88.040 0 to .u• atone mon an the ao -4ins aftt 84; th so 39 deg 48' west 198.645 tt al the so line of tt 60 to the pub sub3 to the rolg 0asotaent; Beg •-t the ow :or of tt 60 8ivsrsiasi Intevarbsu tta; is no 89 dog 48' east SO ft; th no 88,865 ft to the true %,b; th so 41 dAg 40' 90" e+:;c 54.00 et; th ao 89 dog 48' Oast 12.00 ft } th no Id deg 45' 41" most 46.2'2 ft; !,h so ..9 deg 4'3' west 99.95 Pt to the yob; to be u's4 by 440r 81111am O81ino as a pi•1vots road; Aad also togstit with an otssoMant as MA; beg at tine ere aor off tt 60 Riverside .Intorurbae lrootii1 tb no 09 dag 4V snot 30 tt; t4 no 884840 r$ - to..:he pa j th moat neg 49' o.stt L.30 ft; t h no 41 deg 45.00 ceet 20.1wItt to 0 30 fb 41st ott:.a %Toot li of od it $0; th 40:16.01 ft t0ih9 ;pot, to be 4e44 as a Private ;.., 4s4y, : ` pduaep :#, 01 • 9008200765 VALVUE .. i- 7111CT EASEMENT 14816 p flH m. Inpow Hong GRANTORS, I! VOW D HON G For and in consideration of one dollar ($1.00) and other valuable considerations, of KinglCounty,gWashington, a Municipal Corporation, an easement and right -of -way, over, across, along, through, and under the following described property situated in King County, Washington, to wit: Sanitary Sewer Easement A strip of laud being che north 50 fG of the east 10 feet of the west 30 feet of the west 68.65 feet of che east 188.65 feet of the south 217.65 feet; together with the south 10 feet of the north 50 feet of the west 20 feet of the vest 68.65 feet of the east 18.65 feet of the south 217.65 feet; all within the west 68.65 feet of the east 188.65 feet of the south 217.65 feet.of tract 60, Riverside Interurban, tracts, according to the plat thereof recorded in volume 10 of plate, page 74, records of Ring County, Washington; except the west 8 feet of the north 40 feet thereof. For the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress thereto and egress therefrom for the purpose of enjoying the easement. and also granting to Grantees and to those acting under or for Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the heldrtofaeminimum necessary tfor ethat epurpose, and i immediately after the completion of the construction and Installation, or any subsequent entry upon the easement, Grantees shall restore the premises as=pear as may be to its condition immediately before such construction: r entry. IN WITNESS WHEREOF, Grantors have hereunto set, their hand this day of , 191. STATE OF WASHIN67oN COUNTY OF KING 90/08/2(? RECD F RBCFEE RAstL 90765 1) 5.00 2.00 * ***7. OD On this 13 t~ day of Ap e.a. , 1910 , before me the undersigned, a NOT Y C in and for the State o ashington, duly commissioned and sworn, personally appeared ihrp4 p k81.R1 to me known to be the individuals described in and who executed the foregoing instrument; and acknowledge to me that He signed and seated the said instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. No PUIC n and or the Slat of Washington, residing at . WORKt,JGTO'V •R0 ` RE?IVIROJJt4EtJ 14816 Military Roaduth P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 Commercial: $100 ti Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability O l ?O ECEpitED OCT 17 2008 COttimuNiTy DEVELOPtiget Part A: (To Be Completed by Applicant) Purpose of Certificate: U Building Permit ❑ Preliminary Plat or PUD ❑ Other Cif Short Subdivision ❑ Rezone Pro•li.:•Use: L Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: AA/L(e /V Ito v//%f!-g/w/( y4/t Phone: (Qr - U.6, - 2' 9i Property Address joy Approximate Location: Tax Lot Number: X32 37" Avg. $. ru1 (a 73yoLoo915--- Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) i 1. wer • ' be provided by side sews tion only to an s :. - - - -- :wer ..foct haev a laarid the sewer system a erapacity to serve the proposed use. OR, b. Sewer service will require air improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the constniction of acollectionystem on the site; and/or - 14 (3) other (describe): I D O S j i i IG. 4 ale-1,0 C•*V P c. .3- /!O h 2. (Must be completed if 1.b above is checked) '7" 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. lia a. The proposed project is within the corporate limits of the District, or has been 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: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $5, 721 .40 /residential equivalent, will 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 bbeeiReegqppired / c. Other. C11li9ed. pg C ol ,°i % 'X 4 %Oz CP5,v1- ''2eCifi0,„ I h : • : rtify that the above fro : ate of signatur :,% . i,.. /A . wer agency information is true. This certification shall be valid for one year fri 044 r 7 /S Title Dat • • • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVALLABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District") Certificate of Sewer Availability/Non- 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 SeaTac. 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 permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for 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 ve r ' ived the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully „ rsta / th ` rms and conditions herein. 7. /6. 24a &r Applicant's Signature Date • lFti.t Map Page kg King County • ,_...__. Home News;_ Services Parcel Map and Data 7359600895 735960089d_ 7359600795 7332400035 733240 7332400075 1 7340600801 ------ 7359600796" 7340600928 • 7340600927 7340600905 / 7340600922 l I � ��° 7340600921 7340600906 734D60D9D9�. .fj' 0600908 r 7340600900 t. 7359600855 7359600845 7 9600870 cy 9523049157 mi 7340600929 1 34061092/ �� 7340600931 7340600925 7340600925,, i•• tq930 : 7340600920 ila 1 1422600050 I 173406009331 • 73406009 1 I1 1422600080E y� r_i 9422600220 7422,""4" 1422600070 "9422600900 942260008D f 9422600290 7358600005 \\/60 0120 {C }2000 rlrog,Conny = / 0,4M19 Parcel Number 7340600925 Address 13222 37TH AVE S Zipcode 98168 Taxpayer HOVHANNISYAN ARMEN The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." • [Comments, King County 1 GIS Center 1 News 1 Services 1 Comments 1 Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details, Search Page 1 of 1 http: / /www5. metrokc. gov /parcelviewer/Print_Process.asp 07/16/2008 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: R ECEIVED OCT 17 2008 DEVELOP GENT Site address (attach ma and legal description showing hydrant location and size of main): 13222 37d Ave. S. - T- 'u�w/`(� / L/, .-9X16? WOWr1M'�,. `7.. . t.:d fk Yp5' 1.3..:,.1 1 §�rE' f fi.�?:F . %7� :�t �^`A �x ^' �� �� i �� �i $,,.61010 titiW "'' , v : {fir �'a. .' 7i' . .v'.xG;' l.i. M +sFN ` 5?a11y�i Y 1,01004.0.110M040....01, fi�y4�kr.�2"u E �3 ?s`{ •i E •I '�h i � ��ak� ^ t: X'C��( ..� �p� �!^' -{i., A W,., s.:d. z.;1a ."'%,�1'�'. . ?.,;� , .: -. iL�:.: :. Name: A 02 M &-4/ goy u4,v,V( yA,v Name: Address: (33 7 N't- 704 G,- S4. , 1.e(f ii, ova Odom Phone: It 2...s.- _ 2 6 0 2 4 J✓ ' Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Preliminary Plat IZi Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): * ! /dd '- J 4 Vehicular distance from nearest hydrant to th closest point of structure is ft. Area is served by (Water Utility District): al-k/ DSPLLr /QS Owner /Agent Signature 7/4 -wow Date 1 P K' ' 01,' , r.!'ate# 0,0410t`. 1. The proposed project is within 1 2. Q o improvements required. hiAt .SA ,01 (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: AJ (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1/00 gpm at 20 psi residual for a duration of 2 hours at a velocity of / 3 fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. • System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency /Phone 20( -2'-j2 95'-17 By 7_ /5_OS Date Z34.09; reS (7..../ 5 —D9) This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwilawa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn 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, en�nn°eerA, contractors or other renresentatiNes the, ci�ght to ent upon Owner's real property, located at ,/ 3 :L 2 .L 37 " 14 v..e . -7-Le % w i [ ct W A I W P 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. I , / y EXECUTED at I� � too t/ (city), W/ (state), on .7 Gf (y / y 20 A 0 0 Print Name RI K0Uk�JN /sY4y Address / 32? AIE 7 714. ss Phone Number 7 7 ✓ Signature On this day personally appeared before me A VW) e-ri Ho 140 0,1;5 7aio me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 1` 9)� - DAY OF �i,t.y 20 0$ Notary Public State of Washington JUTSI PATEL 2011 My Appointment Expires FEB 26, S-i Paw (r'J -rs 1 NOTARY PUBLIC in and for the State of Washington 'ding at (C'2( IC i x_1.1, a,i 1/04- . My Commission expires on T 64447 02.o 11 off- ki �- . RECeive) OCT 1 71008 °co,. EvLOPpINT • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us • SHORT PLAT RECEIVED (P -SS) OCT 17 2000 COMMUNITY NT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: 6,-6)g - 0 4, 3 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: AcMw Et✓ HoviiA NNI STAN SNogT PLAT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13ZZ Z Wi AvE . 5 . T�k�„ n WA G1g1(, LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1340(000gZ5 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: fkliv HO V ir, /1/4/! S Yt44/ Address: (3' .2S /V'E £J4 S7. g e DAVOA/D , WA- 9t OS—%g Phone: 401r- 260 - / If 99 FAX: 6— er 95- 0,9 09 E -mail: 4l2MEIJH ()kO7 A- // . eoM Signature: Date: 7 74', 40-0'r N jtLLVAIIUIV = 2IJ.UL 1" = 20' 20' 40' BEARINGS IS THE PLAT OF GLEN. REC. No. 20030529 003335 ]MIRE BOUNDARY SQUARE 4.083 S.F. +/- OR 0.32 ACRES +/- 5 VE SITE PLAN 1"=20' HOUSE DESIGN BY ALAARCHITECTURE 425 - 820 -2521 LEGEND SS GSD OD OD W tr 0 1 0 • CH M = SANITARY SEWER = STORM SEWER = GAS LINE = WATER LINE = GAS VALVE = WATER VALVE = WATER METER = FIRE HYDRANT = CATCH BASIN = MANHOLE = UTILITY POLE = LIGHT POST = GUY ANCHOR = SIGN = POWER VAULT /TRANSFORMER = TELE./TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOTED = SET 1/2" I.R. W /CAP #21464 = CHERRY = MAPLE ;TIMATED CUT = 75 CY TIMATED FILL = 186 CY LINE BEARING DISTANCE L1 S 89'17'51" E 30.00' L2 S 89'17'51" E 30.00' LINE BEARING DISTANCE El N 00'53'20" E 9.00' E2 S 89'17'51" E 40.00' E3 N 00'53'21" E 3.00' E4 S 89'17'51" E 39.18' E5 S 00'53'21" W 12.00' E6 S 89'06'39" E 95' E7 S 00'53'21" W 7.00' FND. IRC #23604 0.06' S 0.03' E 30' '1 FOUND MON. IN CASE VISITED 12/12/05 ruu1NU MUIN. IN VHJtJ VISITED 12/12/05 w-A. 4 um rvm.1 aa) MINIMUM SECOND FRONT SETBACK MINIMUM SIDE SETBACK MINIMUM REAR SETBACK HEIGHT, MAXIMUM 10 FEET 5 FEET 10 FEET 30 FEET 0 SD "- \ (7)10M - - -' `14M 6 ` M , • '(7)10M 08iC4 • `--, ' FND. IRC, (4). •. #23604 CONC. X0.10' S (4)16M POSTS \ _ EW WATER METER 50' STREAM SETBACK g CONC. RET. WALL ALONG PROP. LINE ROCKERY FND. 1' 0 IR #17669, 0.87' 0.26' \� ^p 1 S ,89'1 T • 1' E 158.46' (158.645'- DESC.) ,, _ -_- 1 �I � , + _ 7928 6 SIDE SEWER �i 5' SIDE 67- litiMMOMIHMi__ 5 \5' WATER EAS NT 'III :�►�:��� r ti E-+ C/) E1 c 30' •`AO' TW'160. NEW CB RIM =15 IE =155.0 6" PVC CONC. L2 EA 61 PY' STORM siu(s EXISTING FENCE 0.2' W 1.1' S CONNECT TO EXISTING SEWER CONNECT TO EXISTING STORM DRAIN LOT 1 BASM =152. AR FF = 161 mast HOUSE 6' VINYL FENCE KEYSTONE RET. WALL P5iiiiintfr M�MM1�lunnlnl 4w11f— tiI S 89'17'51' E RECEivED 'JUN 0 91009 DEVE pp a T 68.35' (68.65' -REC SP) A� Yy FENCE 0.4' E CONNE EXISTING TO EWER Ise , 6' STEPS ON G E, TYP. CB EXISTIN RIM = 151.73 INV= 149.93(6'PVC W) INV= 149.20(4 "PVC E) 10' LOT 2 30' 1 s 30.00' 158.65' -CALC & DESC. (S. UNE TRACT 60 RIVERSIDE INTERURBAN TRACTS PER CASCADE GLEN PLAY) SLOPE TO DRAIN 1, S 89'17'51' E 227.28' FND. IRC # 21464 $$ owl LOT 2 68.63' (68.65' -REC SP) 03 W z 2020 OCTIJOIff r SOUTH ELEVATION 1/4 = f -o' F 1 i L 1 L_ 1/4" = 1' -0' MN IN NM 1 ■I' NORTH ELEVATION 1/4" = e 3 b TRIM TO. PLAT! IMRDHSANKS OmMO b,4 COINER ®S • STONE VIDml .II'I11I11I•_ .lIII1111111111IIIln.. 1ri11[ 1I11I lliiiII ■ ■■ ■ ■■ I!II ■■■ ■■■ ■t■ ■■■ TO. d.EPLR IT MOOR *1 Era EH_L II II TO. PLAT! TO. PLATO TO. EIErLR. 290 MOOR TO. PLATE TO. 01lPLR 207 FLOOR TO. PLAT! TO. DIEM! TO. SIEFlJ! IT MOOR 103. tiff FLOOR • ti WEST ELEVATION 1/4" = 1' -0" MASTER BATH 11LE MAKE UP R.6 MASTER CARPET -P151 To EO.ON1D c...VALLTED F-1 r - -, I � I I I I �__J I I BDRM -3 CARPET OPT. 0011204 i!EAT 6040 &OR BDRM -2 CARPET 5050 %OR (COW SECOND FLOOR PLAN 897 S.F. 1/4' = 1. -0' _ _J 40011 8LDR 5060 SLDR .6000 UDR. 00 KITCHEN VINYL DINING CARPET VALLTE0 CL.0. NOOK CARPET FAMILY LAPPET LIVING / CARPET VALTED J J GARAGE 4. CON' GLAD SQUARE FOOTAGE SUMMARY MAIN FLOOR 401 .f. UPPER MOOR 647 .f. 640 .f. TOTAL PD951ED AREA 2364 N. DECALS 116 .f. FIRST FLOOR PLAN 901 S.F. 1/4' = 1' -0' S -s' 3r-o- f [fffit vn_ 0 0 0 0 KITCHENET WM. J 47 0 lbo BONUS CARPET J REG. ROOM CARPET 11 GARAGE ABOVE 21' -0' BASEMENT FLOOR PLAN 890 S.F. 1/4' = l'-0• CITY OF TUKWILA, WASHINGTON ARMEN HOVHANNISYAN SHORT PLAT FILE NO.. L08 -063 DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE. SIMPLE OF THE LAND HEREIN DESCRIBED. DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCN' 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE, FURTHER DMDED IN ANY MANNER WITHIN A PERIOD OF FME'YEARS. FROM DATE OF RECORD. WITHOUT FIUNG OF A FINAL -.PLAT. THE UNDERSIGNED FURTHER DECLARES THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDMSION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. ARMEN HOVHANNISYAN State of Washington ) County of King ) I certify that I know or hove satisfactory evidence that signed this Instrument and acknowledged It to be (his/her)- free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Doted My appointment expires CITY OF TUKWILA APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED THIS • DAY OF • 20 . CHAIRPERSON. SHORT SUBDIVISION COMMITTEE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF . 20 . ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER RECORDER'S CERTIFICATE FILED FOR 'RECORD THIS DAY OF 20 AT M. IN BOOK OF AT PAGE •AT THE REQUEST OF MANAGER SUPT: OF RECORDS ZONING INFORMATION SUBJECT PROPERTY IS LOCATED IN A. LDR (LOW DENSITY RESIDENTIAL) ZONE PER gITY.• OF - TUKWILA. ZONING MAP. • LOT AREA;' MINIMUM - 6,500 SO. FT. AVERAGE LOT WIDTH . (MIN: 20 .FT. 50 FEET STREET FRONTAGE WIDTH), MINIMUM - MINIMUM FRONT YARD SETBACK. 20 FEET' MINIMUM FRONT YARD "SETBACK 15 FEET (DECKS OR PORCHES) " MINIMUM SECOND FRONT SETBACK 10 FEET MINIMUM SIDE. SETBACK 5 FEET. MINIMUM REAR SETBACK 10 FEET HEIGHT. MAXIMUM . 30 FEET . NOTES a: THE.. CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTNN OR OTHERWISE SERVE THE PRIVATE :ROAD OR STORMWATER FACILITIES LOCATED. WITHIN THIS SHORT . PLAT AREA. b. THE SITE DEVELOPMENT PLAN-SHALL COMPLY WITH GEOTECHNICAL ENGINEERING REPORT. BY E3RA, INC., GATED FEBRUARY 9. 2009 AND SUBSEQUENT GEOTECHNICAL REPORTS. c. FUTURE CONSTRUCTION ON LOT 1 OF THIS SHORT PLAT SHALL COMPLY WITH THE CITY'S NON — CONFORMING STRUCTURE REQUIREMENTS. NEW LOT AREAS LOT 1 LOT 2 TOTAL 7,033 S.F.. OR 0.16 Ac. +/- 7,042 S.F. OR 0.16 Ac. +/- 14,075 S.F. OR 0.32 Ac. +/— LOT ADDRESSES LOT 1 13222 37TH AVE. S.; TUKWILA. WA 98168 LOT 2 13220 .3711-1 AVE. , S., TUKWILA, 'WA 98168 RECORDING NO. VOL /PAGE SCALE: N/A POTION•'OF T E N.7( .1/4 & S. 1/4, N..W. 1/4, . SEC. .15; TWP. 23 N., R 4 E., W. ORIGINAL LEGAL DESCRIPTION EASEMENTS AFFECTING SUBJECT PROPERTY PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER No. 30010294, DATED JUNE 20. 2008: . THAT PORTION OF TRACT 60. RIVERSIDE 1141ERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME. F PLATS, PAGE •74, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: ID BEGINNING AT A POINT; ON NE WEST UNE OF SAID .TRACT 60, 88.825 FEET .NORTH OF. THE SOUTHWEST CORNER. THEREOF; THENCE CONTINUING ALONG SAID WEST UNE 88.825 FEET; • THENCE NORTH 89'48'-EAST TO A' POINT WHICH IS NORTH 89'48' EAST 188.6■5 . FEET AND NORTH 0'00'43.•.WEST 177.66 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0'00'43' EAST '88.825 FEET: THENCE' SOUTH' 89'48' WEST' 188.46. FEET. TO THE . POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF: • SITUATE IN THE CITY OF•TUKWILA; COUNTY OF KING. STATE OF WASHINGTON. PROPERTY ADDRESS:, 13222 37714 AVE. S.; TUKWILA, WASHINGTON 98168 • TAX PARCEL NO.: 7340600925 • NEW LOTS LEGAL DESCRIPTIONS LOT 1 LOT 1 OF CITY. OF TUKWILA SHORT PLAT L__ —_ RECORDED UNDER KING. COUNTY RECORDING. NUMBER •• RECORDS.OF KING COUNTY.. WASHINGTON: SUBJECT TO AND /OR .TOGETHER WITH EASEMENTS- OF RECORD. LOT 2 LOT 2 OF CITY OF TUKWILA SHORT PLAT l__ —, RECORDED UNDER KING COUNTY RECORDING NUMBER " • RECORDS OF • KING COUNTY, WASHINGTON. • " • SUBJECT TO AND /OR TOGETHER WITH EASEMENTS OF RECORD. EASEMENT TABLE EASEMENTS AFFECTING. SUBJECT PROPERTY PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER. No. 30010294,, DATED JUNE 20, 2008. ITEM N0. RECORDING NO. NOTE COVENANTS, CONDITIONS, _RESTRICTIONS; EASEMENTS 0R OTHER SERVITUDES. IF ANY, DISCLOSED BY RIVERSIDE INTERURBAN TRACTS (NOT LOCATABLE) 5 — 6 2991900 PRIVATE ROADWAY EASEMENT (SHOWN HEREON) 7 9008200765 SEWER EASEMENT (SHOWN HEREON) 1 t7.,>r.s111ED MR( 02 20111 COMMUNITY DEVVELOPMIE+T LAND 'SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY. REPRESENTS A SURVEY MADE•BY ME.' OR UNDER MY DIRECTION IN CONFORMANCE • WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTES AND ORDINANCES IN APRIL. 2008. RODN G:. HANSEN CERTIFICATE .NO :: 21 484 HANSEN SURVEYING LAND' SURVEYORS & CONSULTANTS 17420 118T14" AVE. • 3.E., RENTON, WA 98058' TEL 425- 235 -8440 FAX •426- 235 -0266 LATEST' REVISION: 04/26/11 ARMEN HOVHANNISYAN SHORT PLAT 13222 37TH AVE S, TUKWILA, WA 08168 DWN BY RF DATE • 04/23/08 JOB NO. 20814 CHKD BY RGH. SCALE N/A SHEET .1 OF CITY OF TUKWILA, WASHINGTON. ARMEN HOVHANNISYAN SHORT PLAT FILE NO.: L08-- 063 FND. :R(; ,923604 0.06 S— 0.03 E 30' 37TH AVE. SOUTH N 86'44'40' E 1 \ - \FOUND. MON. IN CASE - VISITED , 12/1 2/05 30' LI 770.66' (770.69'_ 7 dRE) FOUND MON. IN CASE "VISITED 1 2/1 2/05 TYPE IV STREAM CONC. WALL RECORDING NO.. VOL/PAGE; SCALE: 1 coon = 20 ft. 0' 20' 40' • PORTION OF THE N.1'.'1/4 & S.)? 1/4, N.W. 1/4, SEC. 15, TWP::23 N., R. 4 E., W.M. IRC PRIVATE 'WATER: ESM'T. 1 #23604 —, K.C..REC No. , 0.10' S CONCRETE CULVERT tt • PRIVATE STORM ESM'T. K C. REC. No. . . 10' SAN. SEWER 45441. REC. 19008200765 5 :9'17'51' 10' • WIDE PRIVATE . SEWER EASEMENT K.C. 'REC. No. _ LOT 2 7,042 S.F. OR, OA' Ac. +/— o9NATEGRE5S/ECRESS.i & UTILITIES EASEMENT - + K C' REC No • 17', SIDE, BSBL EXIST. HOUSE _6'VINYL 1 ,E NCE 5' STORM DRAM EASEMENT K.C. REC. No. 200702C800, 137 4' HOGWIRE FENCE 0 ✓ : 79.28' PRIVATE ROAD BPI. m K.C. REC. No. 2991900. La/ F4 2 30' $ 30' I 1 _ 30.00' S_ (S. UNE TRACT 60 RIVERSIDE INTERURBAN TRACTS PER CASCADE GLEN PLAT) o. 1 HOUSE f. -- �-= -- -\ - -- :L) HOUSE PRIVATE .'SANITARY. SEWER ESM'T: K.C. REC. No.. PRIVAIE INGRESS /EGRESS'ESM'T: K.C. REC. No. I5' INGRESS. EGRESS. AND UOUTY ESM'T. K.C. REC: No. 20070524001994 I 5' PRIVATE STORM DRAIN E5MT. -K.C. REC. No. 20070524001991 & REC. No. • 10' PRIVATE 5ANRART SEWER ESMT. K.C. REC. No. 20070524001992 10' WATER LINE EASEMENT K.C. REC. No. 20070524001993 N0. IRC 9 21464 LOT 2 158.65' —CALC & DESC. ESA0 yam N 5 IL FOUND MON. IN CASEJ. VISITED 04/10/08 88.63' (68.85' —REC SP) S 8717'51' E 227.28' 1" = 20'. 0' 20' 4.0' BASIS OF BEARINGS, IS..THE PLAT OF CASCADE GLEN, REC. No. 20030529003335 TOTAL 517E AREA— 14,075 S.F: OR. 0.32 Ac.. +/= LEGEND = SECTION CORNER. ..1 =..QUARTER CORNER ' • - FND. IRON. IN CASE O a FND. PROP. COR. AS NOTED • = 1/2" I.R. W/CAPi921464 TO BE SET • = TACK IN LEAD TO BE SET,. REFERENCE SURVEYS: "PLAT OF CASCADE GLEN V.214/15 -18 SHORT PLAT REC#20070606900002 SHORT PLAT REC/20060208900004 RIVERSIDE INTERURBAN .TRACTS V. 10/74 SURVEY REC# 8106309001 LINE ' TABLE " LINE BEARING DISTANCE S . 89'17'51" '.4 30.00' .6,.89'17'51" E. 30.00' . EASEMENT LINE TABLE. UNE BEARING .... _'. DISTANCE El N 00'53'21' E ...9.00' E2: 6, 89'1.7'51" E 4.0.00' E3 N 00'53'21" E 3:00' �. E4 S 89'17'51'. E . . 39.18' `! E5 - ,S 00'53'21" W 12.00' - .. E6. ".6 89'17'51" E -. 95.84';!:. E7 .S 31'19'56" W 8.65' = E8 6 89'43'46 "..W. 91.47'.v E9 N.00'53.21 " -E ..9.00' -'. STREAM. BUFFER. LINE TABLE LINE BEARING . - .DISTANCE. SI S 69'52'41" E 29.57' S2 N 79'43'19" E 33.82'. S3 N 85'34'15` E . 2:40'. S4 . .6.71 :33'29" E 8.88! .. S5 :- S 7317'43" E . 7:52' "�7ik0 WAY 02 20111 OOW8IT HANS.EN SURVEYING LAND SURVEYORS &'CONSULTANTS 17420 116TH AVE. S.E. RENTON, WA 98(156 TEL: 426- 236 -8440 " PAX 425 -235 -0268 LATEST REVISION .04/26/11_ ARMEN HOVHANNISYAN SHORT PLAT 13222 37TH AVE S, TUKWILA, WA 98168 DWN BY RF DATE 04/23/08 JOB NO. 20814 CHKD BY RGH SCALE 1" = 20' SHEET 2 OF 2 • CITY OF TUKWILA, WASHINGTON ARMEN HOVHANNISYAN SHORT PLAT FILE NO.: L08- 063 DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE-A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE FURTHER DMDED IN ANY MANNER WFT1IIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARES THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDMSION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. ARMEN HOVHANNISYAN State of Washington ) County of King ) I certify that I know or have satisfoctory evidence that signed this instrument and acknowledged It to be (his /her) free and voluntary oct for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires CITY OF TUKWILA APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED THIS DAY OF 20 CHAIRPERSON, SHORT SUBDIVISION COMMITTEE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20 . ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER VICINITY MAPI rl (NOT TO SCALE)T S'i SITE x ZONING INFORMATION SUBJECT PROPERTY IS LOCATED IN A LDR (LOW DENSITY RESIDENTIAL) ZONE PER CITY OF TUKWILA ZONING MAP. LOT AREA, MINIMUM AVERAGE LOT WIDTH (MIN. 20 FT. STREET FRONTAGE WIDTH), MINIMUM MINIMUM FRONT YARD SETBACK MINIMUM FRONT YARD SETBACK (DECKS OR PORCHES) MINIMUM SECOND FRONT SETBACK MINIMUM SIDE SETBACK MINIMUM REAR SETBACK HEIGHT, MAXIMUM 6,500 S0. FT. 50 FEET 20 FEET 15 FEET 10 FEET 5 FEET 10 FEET 30 FEET NOTES 0. b. c. THE CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVE THE PRIVATE' ROAD OR STORMWATER FACILITIES LOCATED WITHIN THIS SHORT PLAT AREA. THE SITE DEVELOPMENT PLAN SHALL COMPLY WITH GEOTECHNICAL ENGINEERING REPORT. BY E3RA, INC., DATED.. FEBRUARY 9, 2009 AND SUBSEQUENT GEOTECHNICAL REPORTS. i FUTURE CONSTRUCTION ON LOT 1 OF THIS SHORT PLAT SHALL COMPLY WITH THE CITY'S NON — CONFORMING (STRUCTURE REQUIREMENTS. NEW LOT AREAS LOT 1 LOT 2 TOTAL 7,033 S.F. OR 0.16 Ac. +/- 7,042 S.F. OR 0.16 Ac. +/- 14,075 S.F. OR 0.32 Ac. +/— LOT ADDRESSES LOT 1 13222 37TH AVE. S., TUKWILA, WA 98168 LOT 2 13220 37TH AVE. S.. TUK'.ILA, WA 98168 RECORDING NO. VOL./PAGE SCALE: N/A PORTION OF THE N.W. 1/4 & S.W. 1/4, N.W. 1/4, SEC. 15, TWP. 23 N., R. 4 E., W.M. ORIGINAL LEGAL DESCRIPTION EASEMENTS AFFECTING SUBJECT PROPERTY PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER No. 30010294, DATED JUNE 20, 2008. THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 18 OF PLATS. PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; THENCE NORTH 89'48' EAST TO A POINT WHICH IS NORTH 89'48' EAST 188.645 FEET AND NORTH 0'00'43' WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0'00'43' EAST 88.825 FEET; THENCE SOUTH 89'48' WEST 188.46 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PROPERTY ADDRESS: 13222 37TH AVE. S., TUKWILA, WASHINGTON 98168 TAX PARCEL NO 7340600925 NEW LOTS LEGAL DESCRIPTIONS LOT 1 LOT 1 OF CITY OF TUKWILA SHORT PLAT L_ —__ RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY. WASHINGTON. SUBJECT TO AND /OR TOGETHER WITH EASEMENTS OF RECORD. LOT 2 LOT 2 OF CITY OF TUKWILA SHORT PLAT L_ —_ RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND /OR TOGETHER WITH EASEMENTS OF RECORD. EASEMENT TABLE EASEMENTS AFFECTING SUBJECT PROPERTY PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER No. 30010294, DATED JUNE 20, 2008. ITEM N0. RECORDING NO. 5 — 6 NOTE COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY RIVERSIDE INTERURBAN TRACTS (NOT LOCATABLE) 2991900 PRIVATE ROADWAY EASEMENT (SHOWN HEREON) 7 9008200765 SEWER EASEMENT (SHOWN HEREON) MAY 02 20111 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF , 20 AT M. IN BOOK OF AT PAGE AT THE REQUEST OF MANAGER SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REOUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTES AND ORDINANCEV IN APRIL. 2008. RODN G. HANSEN CERTIFICATE NO. 21464 HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 118TH AVE 9.E, RENTON, WA 98056 TEL 425- 235 -8440 FAX 425 -236 -0266 LATEST REVISION: 04/26/11 ARMEN HOVHANNISYAN SHORT PLAT 13222 37TH AVE S, TUKWILA, WA, 98168 DWN BY RF DATE 04/23/08 JOB NO. 20814 CHKD BY RGH SCALE N/A SHEET 1 OF 2 CITY OF TUKWILA, WASHINGTON ARMEN HOVHANNISYAN SHORT PLAT FILE NO.: L08 -063 FND WC #23604 0.06' S ^'� 0.03' E 30' 37TH AVE. 30' FOUND MON. IN CASE VISITED 04/10/08 N 86'44'40" E FOUND MON. IN CASE ,49,1' ED 12/12/05 770.66' (770.69' -JRE) FOUND MON. IN CASE VISITED 12/12/05 30' L2 1 ,m. PRNATE ROAD ESM'T. K.0 REC No. 2991900 0 w 1 N 1� $ 2 30' z m w PRNATE WATER ESM'T K C EEC. No FND IRC #23604 0.10' 9 S 89'17'51' S; 79.18 5' SIDE 958, o 1 - i 53 — I �1 - 1°0 Sit 10' SS ,..6. e , w j 10' WIDE PRNATE o a K.C. REC. No LOT 1 ml w w I 7,033 S.F. ° ∎ a ∎ LOT 2 OR 0.16 Ac. +/- �I m I' ° 7,042 S.F. tr v' m o ▪ 0R 0.16 Ac. +/- li re 50' STREAM SETBACK LINE °I 2' m EXIST. HOUSE 01 • z J 52 CONCRETE CULVERT PRNATE STORM ESM'T K C. REC. No. RECORDING NO. VOL. /PAGE SCALE: 1 inch = 20 [E. 0' 20' 40' PORTION OF THE N.W. 1/4 & S.W. 1/4, N.W. 1/4, SEC. 15, TWP. 23 N., R. 4 E., W.M. FND. 1' 0/S IRC #17669, #18082 0.87' 5 0.26' W 10' 79.28' PRNATE INGRESS /EGRESS & UTILITIES EASEMENT K " REC No I12' SIDE BSBL E4 \— °f-- E2 0l_� E3 \ — 79.18' N 8 cn 10' WATER LINE EASEMENT K C REC. No. 20070524001993 LOT 1 S 89'17'51 E 4' HOGWIRE l FENCE 5' SIDE BSBL N ,79.28' • / 158.46 4- i1 I EXIST. \-E7 HOUSE / PRIVATE SANITARY SEWER ESMT. K.L. REC. No. PRIVATE INGRESS /EGRESS ES4T. K C. REC. No 15' INGRESS, EGRESS AND UTIDITY ESMT. K.0 REC. No. 20070574001994 Q�p'C 40002 6\``' ��p,6o60 G 10' 10' 10' REAR BSBL w N b z 5' I EXIST. HOUSE 5' VINYL ccNCE 10' SAN. SEWER ESM'T. REC. #9008200765 FENCE D.2' W 1.1' 5 LOT 1 5' STORM DRAIN EASEMENT K.C. REC No. 20070208001137 5 89'17'51' E 68.35' (68.65' -REC SP) I 5' I 0.4'LE S000 pal` ;,C� OFII�Vit. 5' PRNATE STORM DRAIN ESM'T. K.C. REC. No 20070524001991 & REC. No. PRNATE SANRARY SEWER ESM'T K.C. REC. No. 20070524001992 LOT 2 158.65' -CALC & DESC. (S. UNE TRACT 60 RNERSIDE INTERURBAN TRACTS PER CASCADE GLEN PLAT) 19 �I.� y5\ 'WC 28 FND. IRC # 21464 ce 31 .rn to LOT 2 68.63' (68.65' -REC SP) 5 89'17'51" E 227.28' N 00'37'49" E 0' 20' 40' BASIS OF BEARINGS 15 THE PLAT DF CASCADE GLEN, REC. No. 20030529003335 TOTAL SITE AREA= 14,075 S.F. OR 0.32 Ac. +/- LEGEND is = SECTION CORNER I = QUARTER CORNER 0 = FND. MON. IN CASE 0 = FND. PROP. COR. AS NOTED • = 1/2" I.R. W /CAP #21464 TO BE SET • = TACK IN LEAD TO BE SET REFERENCE SURVEYS: PLAT OF CASCADE GLEN V.214/15 -18 SHORT PLAT REC #20070606900002 SHORT PLAT REC #20060208900004 RIVERSIDE INTERURBAN TRACTS V. 10/74 SURVEY REC# 8106309001 LINE TABLE UNE BEARING DISTANCE L1 S 89'17'51" E 30.00' L2 S 89'17'51" E 30.00' EASEMENT LINE TABLE LINE BEARING DISTANCE Et N 00'53'21- E 9.00' E2 5 89'17'51" E 40.00' E3 N 00'53'21" E 3.00' E4 _ 5 89'17'51" E 39.18' 65 S 00'53'21" W 12.00' E6 S 89'17'51" E 95,84' E7 5 31'19'56" W 8.55' E8 5 89'43'46" W 91.47' E9 N 00'53'21" E 9.00' STREAM BUFFER LINE TABLE LINE BEARING DISTANCE 51 5 69'52'41" E 29.57' S2 N 79'43'19" E 33.82' S3 N 85'34'15" E 2.40' 54 5 71'33'29" E 8.88' S5 S 73'17'43" E 7.52' MAY 02 20111 W C3 d HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 116TH AVE. S.E., RENTON. WA 98058 TEL 425 -235 -8440 FAX 425 -235 -0288 LATEST REVISION 04/26/11 ARMEN HOVHANNISYAN SHORT PLAT 13222 37TH AVE S, TUKWILA, WA 98168 DWN BY RF DATE 04/23/08 JOB NO. 20814 CHKD BY RGH SCALE 1- = 20' SHEET 2 OF 2 c-� VICINITY MAP (NOT TO SCALE) BENCH MARK NW 1/4. SEC. 15, TWP. 23, R. 4E, W.M. ZONING INFORMATION EX 5566 IN 381H AVE CITY OF TUKWILA PK NAIL IN PANEL, IN THE SOUTHEAST QUANDRANT OF STREET INTERSECTION, 33RD AVE SOUTH ANO SOUTH 130TH STREET/ 'ELEVATION = 213.02' N 86'4'4' E 770.86' _ (770.69' -JFE) `FOUND MON. 6 CASE .851.1 O 12/12/05 FOUND MON IN 615E 915RED 12/12/05 F, N 13076 ST 1" = 20' 0' 20' 40' LOT AREA M8m1UM ASTRE�ET FRONTAGE WIDTH), M l.IA1N MINIMUM FRONT YARD SETBACK /ANNUM FRONT YARD SETBACK (DECKS OR PORCHES) MINIMUM SECOND FRONT SETBACK( MINIMUM 510E SETBACK MNWUM REAR SETBACK( HEIGHT, MAXIMUM 6.500 50. Fr. 50 FEET EX WIN PI 381H AYES 10 FEET 5 FEET 10 FEET 30 FEET BASIS OF BEARINGS 1s THE PLAT OF CASCADE GLEN. REC. N0. 20030529 003335 C IGOIAL ENTIRE BOUNDARY SOUARE FOOTAGE " 14,083 SF. +/- OR 0.32 ACRES +/- FND. INC 123604 0.06' 0.03' E 30' CONC. RET. WAIL ALONG PROP. UNE 2 EA 6'Pl STORM 511) EXISTING S SITE 160 160 7.00 EDGE OF POUT 3716 AYE 5 0+25 0+50 0+75 DRIVEWAY PROFILE A -A SCALE H 1'■ 20' V 1' ■5' 1 +00 ORIGINAL LEGAL DESCRIPTION EASEMENTS AFFECTING SUBJECT PROPERTY PER LANDAMERICA TRANSNATION SUBDIVISION GUARANTEE ORDER No. 30010294. DATED JUNE 20. 2008. 1 +23 1 +45.5 ENO of DRIVE THAT PORTION OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST UNE OF SAID TRACT 60, 88.825 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING ALONG SAID WEST LINE 88.825 FEET; FEET AND NORTH 000'43" WEST 177.65 FEET FROM SAID SOUTHWEST CORNER; THENCE SOUTH 0.00'43• FAST 88.825 FEET; T1p165(�1NEppCEET 7SOUTH �58�9'4488' F WEST T1188.4�6� FEET TO THE POINT OF BEGINNING; THENCE N)E RTH B .48' 5E4 TO POINT WHICH IS NORTH 89'48' EAST 188.645 SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. (PER IANDAMERICA TRANS/RATION SUBDMSION GUARANTEE ORDER NO. 30003006. PROPERTY ADDRESS: 13222 371H AVE. S.. TUKWILA, WASHINGTON 98168 TAX PARCEL NO.: 7340600925 DATED NOVEMBER 29, 2007.) LEGEND = SANITARY SEWER = STORM SEWER = GAS UNE = WATER LINE = GAS VALVE = WATER VALVE = WATER METER = FIRE HYDRANT = CATCH BASIN = MANHOLE = UTILffY POLE = LIGHT POST = GUY ANCHOR = SIGN = POWER VAULT/TRANSFORMER = TELE./TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOT=E = SET 1/2" I.R. W /CAP #2146 CHERRY MAPLE ESTIMATED CUT = .75 CY ESTIMATED FILL = 186 CY NOTE: CALL I- 800 - 424 -5555 BEFORE YOU DIG FLAMED ST LINE BEARING DISTANCE L1 S 89'17'51" E 30.00' L2 S 89'17'51" E 30.00' LINE BEARING DISTANCE El N 00'53'20" E 9.00' E2 S 89'17'51" E 40.00' E3 N 00'53'21" E 3.00' E4 S 89'17'51" E 39.18' E5 S 00'53'21" W 12.00' E6 S 89'06'39" E 95' E7 S 00'53'21" W : 7.00' E8 N 89'17'51" W 95' E9 N 00'42'10" E 9.00' 4 NEW WATER METER 50' STREAM 11 gmekririn 3 30' 8 FOUND ION. IN CASE VISITED 04/10/08 CB RW151.73 N/"14993(61.0 W) M'"140]0(4RC q 10' 1.07 2 30' 68.35' (6665' -REC SP) FENCE pp E 5s 5' PRAGUE 570161 COMM E911. FOR 107 1 PFR SNORT PEN REC. 160. 1RC f 21464 10T 2 10 PRATE SEND! 191X. RXt LOT 1 80 5X010 PLAT REC. 12C0706E6933002 158.65' -CA1C & SESC. - (S UNE TRACT 60 RWIL90E NTERNBM 1RAC15 PER CASCADE GLEN RAT) SLOPE 10 DRAIN TOPO & BOUNDARY SURVEYS PROVIDED BY HANSEN SURVEYING ae A N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303 -7639 FAX: (425) 486 -02,5 EMAIL: benanstey ®juno.ro.n PROJECT: 051.0 r CCNC 4' CRUSHED ROCK \ COMPACT 5U8GRADE 89'1751' E 227.28' 68.63' (68.65' -REC SP) O 03 NOTE: 1. ALL CONSTRUCTION TO BE PER CITY OF TUKWILA STANDARDS AND /OR THE WSDOT STANDARD PLANS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DRIVEWAY X- SECTION B -B N75 2. DURING HOUSE CONSTRUCTION GRADE A LEVEL AREA UNDER EACH RESCUE WINDOW ARMEN HOVHANNISYAIV SHORT PLAT .1■suT ant 0A16 10/1 s /08 r =zD' CLIENT: ARMEN HOVHANNISYAN 13222 - 37TH AVE. S. TUKWILA, WA 98168 SITE PLAN vat 05 2003 �n.T! VICINITY MAP ER0904 005400. No1E% 1. ALL REAMED 9EDWORA1I04 AND EROSION 005100. FAMES INDICATED ON 11E PLANS MIST BE CONSIRIICIED AND waPERA1105 PIER TO LARD QFN81C AND/OR OTHER Cm6IRUCTICN ACTINIDES. HEESE FACILITES 91ALL BE MA5RAP ED AND UPGRADED ff NECESSARY 1D INSURE MA SEDBEI1 -0101 WATER AND 511011 ORARAGAE Rm16F 006 NOT IMPACT DE ADJACENT PROPERTIES NATURAL GRAMME MAYS 9417E 03ST010 OTC STO DI DRAINAGE MID/ 2. DE SMRCES FRRAL MATERIAL IMPORTED 9470 DE 912. SHALL BE APPROVED BY DE 3. DE SEDIENTATION AND ER09A1 05441120. FACILITIES DEPICTED ON THE APPROVED DRAWINGS 110E 51EDkD 10 BE MwwUM MOMENTS TO MEET AN119441 D SITE COIm1110N% ADD1101AL DRAINAGE Alm RERSIOI COIDRO. FACILITIES MAY BE REAMED AS SITUATIONS WARRANT DURING Cp6IRU01011 DE OIREM NTA1I1E MANTENANCE REPLACEMENT. AND A401106 TO DESE CONIRDL MIEMS SHALL B THE IE4P0498411Y OF THE PERNTTE. 4. THE TE]PORARY ER0904 C0IIR0. FACILITIES, RALO0C ALL POAEIER COIIROLS SHALL ROAM w PLACE 091L FINAL 9144 WNSIR5001N s COMPLETED. AFIFR CITY APPROVAL DIE =TRACTOR M61 DE RESPONSIBLE F9R RENOWN ALL TOMMY FAQITES I 5. THE C011RAC10R MIL BE REAMED TO WATER THE 91E, AS NECESSARY. TO REDUCE OUST EA590N5 AS A RESULT OF CWIRUCI9N ACTIVITY. 1144 tENTRACTIN SHALL SEEP ALL AFFECTED P1.HJC ROADS, AS NECESSARY. 10 RFMOYE MATERIAL DEPOSITED AS A RE9 .T CD PROJECT 0060UCDON ACIDITY. L AIL AREAS OF ACME EARDOOIM 8801 HAVE THE POTENTIAL FOR ER0 94 AND SEMI ENTA1101 DPACT 01 ADAAOIT PR(XPE1E . NATURAL DRAINAGE WAYS . CR DE COSTING 02.4 S(RM MANAGE SYSTEM I8s2 ME BE sumac) =mow TD 1)0 FOLO'Iwc 1 1 E FROM AP58RIL 1 1 TO WIENER 30. AREAS AT FINAL GRAD: AND THOSE THAT ARE SECEOIRED 10 REMAIN WRECKED FOR MORE THAN DIRTY DAYS SNAIL BE SABERED O1DI! TEN: DAYS. FROM OCIOBFR 1 TO MARCH 31, EARDRUM ACTIVES SHALL BE 05IVIICIED w STARS w ORDOR TO OWE EXPOSURE. 0P09D SODS 814 AN AREA GREATER OW 5.000 SQUARE FEET DAT ARE SCHEDULED ID REMAIN 1848X6® FOR MORE DAN 24 4085 AND 00709D AREAS OF LESS DAN 5A00 50UARE FEET THAT 89. 004/101 UNFORCED FAt MORE THAN SEVEN DAYS SHALL BE STABILIZED SDOBDIAmY. BENCH MARK NW 1/4. SEC. 15, TWP. 23, R. 4E, W.M. CITY OF TUKWILA PK NAIL IN PANEL, IN THE SOUTHEAST QUANDRANT OF STREET INTERSECTION, 33RD AVE SOUTH AND SOUTH 13011 STREET( -ELEVATION = 213.02' 1" = 20' 0' 20' 40' BASS OF BEARINGS IS THE PUT CF CASCADE GLEN, REC. Na 20030529 003335 CODNA/ ENTIRE BOUNDARY SQUARE FOOTAGE . 14,083 SF. 9/- OR 0.32 ACRES ♦/- NOTE: CALL I- 800 -424 -5555 BEFORE YOU DIG 140. DATE REVISIONS BY LEGEND ss SD G W 0 -0" b 0 1 • 0 CH M = SANITARY SEWER = STORM SEWER = GAS UNE = WATER UNE = GAS = WATER VALVE VALVE = WATER METER = F1RE HYDRANT = CAAS = MANHOLE TCH B IN = UTILITY POLE = LIGHT POS1 = GUY ANCHOR SIGN = POWER VAULT/TRANSFORMER = TELE./TV PEDESTAL = PARKING METER = SECTION CORNER = QUARTER CORNER = FOUND MON. IN CASE = FOUND PROP. COR. AS NOTED = SET 1/2- I.R. W /CAP #21464 = CHERRY X X = SILT FENCE MD. RC /23604 0.08' S 0.03' E 30' N 6444.40" E 770.66' _ (770.60' -JRE) CASE VISITED 2/05 FOUND MON. IN CASE V19IED 12/12/05 EX SSW IN 38111 AVE S EX 90914 91 IN 38TH AVE S L 2 E 6" P 570011 S" 447001145 19 SAN SERB 44941 09006200765 48717' 1- E 158.46' Em WATER 921ER FENCE .2' N S COSTING SEWER CONNECT TO EXISTING STORM DRAIN LOT 1 0990 ROUSE e FENCE KEYSTONE RET. WALL 03 10- 151.77 NV.14997(6At lO MV- 140.23(4714 E) 10' LOT 2 30' $° 1G P504A1E smut corr. FTR LOT 1 PEI 9081 RAT REC. 2007060690007 30.00' ,a.; v30. \ Nf Z .151EG 04 /IC /C6 1 .I TOPO & BOUNDARY SURVEYS PROVIDED BY HANSEN SURVEYING A N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303 -7639 FAX: (425) 486 -0267 EMAIL: benonstey @juno.com PROJECT: 40 158.65' -C.LC a DE5C. (S LIE TRACT 60 RNERSCIE 5086R®AN 1RACT5 PER C68ADE GLEN RAT) 5 8717'91" E 72736' GOO 10. vsr NOTE: 5 88'17'51- E 68.35' (6 &65' -REC SP) ,5 FENCE 0.4' E 1743.° r1�' �y O 5' PRIDE STOIDI 9984 EDIT. RD LOTH PER SHUR RAT REC. 7070606900002 END. RC 0 21464 LOT 2 o99z 68.63' 16&65' -REC SP) 0 03 Tt 1. ALL CONSTRUCTION TO BE PER CITY OF TUKWILA STANDARDS AND /OR THE WSDOT STANDARD PLANS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2. DURING HOUSE CONSTRUCTION GRADE A LEVEL AREA UNDER EACH RESCUE WINDOW SM. All1 ARMEN HOVHANNISYAN SHORT PLAT TESC PLAN CLIENT: ARMEN HOVHANNISYAN 13222 - 37TH AVE. S. TUKWILA, WA 98168 • MAR 0 5 2009