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HomeMy WebLinkAboutPermit L08-048 - GORJANCE VINCENT - SHORT PLATGORJANCE ESTATES SHORT PLAT LAND DIVISION LAND DEVELOPMENT 16604 - 53 AVE S L08-048 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION October 29, 2008 Vincent Gorjance PO Box 84593 Seattle, WA 98124 Subject: L08 -048 Gorjance Estates 16604 53`d Ave S. Dear Mr. Gorjance: The Short Subdivision Committee has completed review of your short plat application (No. L08- 048), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Conditions of Preliminary Approval 1. Revise the Survey Map per red -lined sheets 1 & 2 of 2, enclosed. 2. Remove the greenhouse from Lot 2 and do not show it on the survey map. If the greenhouse is relocated to the western lot it must meet setbacks. 3. Do not submit the supplemental sheet for final recording. 4. Owner shall sign with Notary a Sensitive Areas Ordinance Hold Harmless Agreement. The agreement will be recorded at King County, after the Mayor signs the document. SM Page 1 of 4 H:U.08 -048 Gorjance Estates\L08 -048 NOD - Short Plat.doc 10/28/2008 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Please submit the signed agreement at least ten (10) days prior to the expected final short plat recording, as City must have time to process this document.) 5. The proposed house will have a front door facing east while the public right of way faces north. Revise the BSBL to show the 20' front setback facing east and the 10' second front setback facing north. When house plans are submitted, the north side of the house will require a high level of design since it faces the public street. Supplemental Information for the building permit: 1. The driveway surface will need to be paved. Gravel is not an approved surface. 2. If the proposed rock wall including surcharge is greater than four feet, a building permit will be required. It will be evaluated to ensure it is not in a vision triangle. 3. All utilities, including power, are required to be underground, per City of Tukwila ordinance. 4. Owner /Applicant to complete a Traffic Concurrency Certificate Application as part of the future building permit, enclosed. 5. Transportation Impact Fee applies to the future building permit(s). See the Pavement Mitigation and Transportation Impact Fees Bulletin no. A3, enclosed. Appeals This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time, limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/19/2008). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $215 [$115 in LDR]. SM Page 2 10/28/2008 H:\I,08 -048 Gorjance Estates\L08 -048 NOD - Short Plat.doc • Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, hold harmless agreement, and other required paper work). The surveyor's original signature is required on the face of the survey. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by October 29, 2009, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. SM Page 3 10/28/2008 H:U.08 -048 Gorjance Estates'L08 -048 NOD - Short Plat.doc • In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Stacy MacGregor. Sincerely, eilLe Jack Pace Chair, Short Subdivision Committee Enclosure: Site Plan, red -lined Sensitive Areas Ordinance Hold Harmless Agreement Traffic Concurrency Certificate Application A3 Public Works Pavement Mitigation and Traffic Impact Fees cc: Jim Morrow, Public orks Director (please initial your approval) Nick Olivas, Fire Chief t (p e im al your approval) Greg Villanueva, Development Engineer William James Gorjance, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division L08 -048 SM Page 4 10/08/2008 H:'L08 -048 Gorjance Estates\L08 -048 NOD - Short Plat.doc WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Reference Number(s) of Related Document(s): Grantor: William James Gorjance Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the SW1 /4 of the NW1 /4, Sec. 26 T. 23 N., R. 4 E., W.M. Full Legal Description: LOT 1 IN BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF 54TH AVENUE SOUTH AS VACATED BY TUKWILA ORDINANCE NO. 1236, RECORDED UNDER KING COUNTY RECORDING NO. 8212030664. Assessor's Tax Parcel ID Numbers: 885880 -0040 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between William James Gorjance, an individual, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described above. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of Short Plat no. L08 -048 for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Page 1 of 4 Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Short Plat no. L08 -048 for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described above. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Page 2 of 4 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2008. Property Owner / Grantor STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 4 DATED this day of , 2008. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: Approved As to Form: City Clerk City Attorney STATE OF WASHINGTON ) ) ss. County of King ) On this day of , 2008, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Page 4 of 4 • - - - . - _ , , - . _ .- . - - • - --. • — Rc,c..: oL.-?'..R-.:•'"-,'p:'-.'.,•'t.'1'...,9No'., '' "'-C--:?'.!'-'' -':.:. ..`^-, -1: :••- . • •- -.:.,.:.: ••,- „,•:-.A. .. - ' ' ... •-- : _ , -... • -... .GORJANCE'-S - _clay,Oc,.,._2 L. _ . . . Assessor... • • . , • • . , 1 z.. -. . „:...;,,-..,Chairmap,.?Sh r - - , - • • ..,.. • • - • .. . . . . . ./ - . • • • ..-• --William i.1.-.:Gorlance - .. ,, . , . . , . • to me known to . be the individual who . executed the .foregoing -instrument . and acknowledged the - - : „ • , , .,. ... _ - .....,, . , .. f-. . . • - . 4 - -, • ..•. ".,•:i ••'3",i=,:.4:: • •• - • . •:.: • . ... • . ... .. . ... - . . .... .. •• . .. ' • - , --ilii$,Ri.;-„,-.,n.--4,1 ,. 1 . • 0. 7,40 -w, --- _ , ,..••••••.' ' ' 7'. • *- '"'. ': ••••• to -rne '-khown-to.• be -the Individual , ,....who .., • • "IF"' s' VOL./PAGE', SCALE: 23 :;:. R. 4 _ W.M. Northwest comer Sec. 26123N, R4E, W.M. Founcl:2" .brass disk -w/pm in rconcrtee in- case - 5/10/04 ire hydrant .140. 67.8' chain link fence is 5.2 west - - Iink fence .14V. 22299' (c) : S880542E '(P) • Found 1" pipe 0.5 nort : . - • • • • • 2 :vg? • West 1/4 corner Sec 26, 723N, .R4E, WM -Found 1/4" pin concrete in -case - 5/10/04 • RECORDER CERTIFICATE fileci:Jor record this day of 20 at in book Of 'at. page at the request of - •;• , . • . •••: - • '• • <RECEIVED `AUG 2 2 2008 > °mwn .'HRO-ETER:etAND ,SURVEYING PROFESSONAL LAND SURVEYORS 813; Senhurst, .11 1;.;Ington 98062 (206) 242-6621 FAX ..206243-51679 -.--LAw • DATE 3/14/06. ; :JOB NO. 534/17 DASCTEALE7 " . Er:LD; 7;40EJEET7T, 7. 080:1_ !:`; '" OF 1 Pri-,z. • r TO: MEMORANDUM \tom4\1J \1E�- Jim Morrow 0Q Chief Olivas via Don Tomaso GcKY \- Richard Takechi, Finance FROM: Stacy MacGregor, Assistant Planner RE: Gorjance Estates, L08 -048 DATE: January 5, 2009 The above Short Plat is ready for recording. Please review the final document and initial below. Jim Morrow k Chief Olivias Richard Takechi i1 zi3 • MEMORANDUM www.ci.tulcwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Stacy MaAc11Gregor, Assistant Planner FROM: PUBLIC WORKS DEPT. — Greg Villanueva, Development Engineer DATE: October 7, 2008 SUBJECT: Gorjance — 2 Lot Short Plat 16604 - 53rd Ave. South TL no. 885880 -0040 Short Plat and Miscellaneous Comments Short Plat — L08 -048 Preliminary Short Plat meets Public Works requirements. 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 enclosed). Short Plat Survey Site Map 1. Revise Survey Map per red -lined sheets 1 & 2 of 2 — enclosed. Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Owner /Applicant to complete Traffic Concurrency Certificate Application as part of the future Building permit. (See enclosed.) 3. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. Page 1 of 1 • Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION September 30, 2008 Mr. Vincent Gorjance PO Box 84593 Seattle, WA 98124 RE: Gorjance Estates Short Plat L08 -048 Dear Mr. Gorjance, Your application for a two lot short plat located at 16604 53'1 Ave S has been found to be complete on September 30, 2008 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -7166. incerely, Sta M. Gregor Assis .+ Planner cc. L08 -048 SM H: \L08 -048 Gorjance Estates\L08 -048 NOC.DOC Page 1 09/30/2008 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION September 17, 2008 Mr. Vincent Gorjance PO Box 84593 Seattle, WA 98124 RE: Gorjance Estates Short Plat L08 -048 Dear Mr. Gorjance, Your application for a two lot short plat located at 16604 53'h Ave S has been found to be incomplete. The project proposes 536 cubic yards of cut and fill. Projects requiring more than 500 cubic yards of cut and fill are subject to SEPA. In order to be a complete application, a complete SEPA application is required. An application form is enclosed. Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have. any questions with th s Ana :i: you may call me at 206 - 433 -7166 Sincerely, Stacy ac regor Assistant ' lanner SM Page 1 of 1 09/16/2008 H: \Sample Letters\L08 -048 NOIC.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 NM Land meric Transnatio RECEIVED AUG 2 2 2009 COMMUNITY DEVELOPMENT Vincent Gorjance PO Box 84593 Seattle, WA 98124 REFERENCE NO: /William Gorjance Order No.: 30011681 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 loss 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: August 5, 2008 Transnation Title Insurance Company By Authorized Si n ture Subdivision Guarantee GNT004 Page 1 of 4 • • Order No.: 30011681 SCHEDULE A 1. Name of Assured: Vincent Gorjance 2. Date of Guarantee: August 5, 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: William J. Gorjance and Patricia Gorjance, husband and wife 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.: 8858800040 YEAR BILLED PAID BALANCE 2008 $3,650.20 $1,825.10 $1,825.10 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,825.10. LEVY CODE: 2320 ASSESSED VALUE LAND: $94,000.00 ASSESSED VALUE IMPROVEMENTS: $221,000.00 2. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF VALLEY VIEW HOMES ADD. 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. 3. EASEMENT RIGHTS AND MAINTENANCE AGREEMENTS, IF ANY, FOR UTILITIES WHICH MAY HAVE BEEN GRANTED IN VACATED STREETS AND ALLEYS PRIOR TO THEIR VACATION. 4. MATTERS SET FORTH BY SURVEY: RECORDED: APRIL 17, 1984 RECORDING NO.: 8404179002 Subdivision Guarantee Page 2 of 4 GNT004 • • Order No30011681 NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: A Single Family Residence KNOWN AS: 16604 53rd Avenue S. Tukwila, WA 98188 NOTE 2: 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. Ll, B2, VALLEY VIEW HOMES ADD NOTE 3: 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. TH3 Enclosures: Sketch Vesting Deed Paragraphs All Recorded Matters Subdivision Guarantee Page 3 of 4 GNT004 • • Order No.: 30011681 EXHIBIT "A" LOT 1, BLOCK 2, VALLEY VIEW HOMES , AS PER PLAT RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY AUDITOR; TOGETHER WITH THAT PORTION OF VACATED 54TH AVENUE SOUTH ADJOINING, PURSUANT TO ORDINANCE 1236, RECORDED UNDER RECORDING NO. 8111300517; 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 [lability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse daims or other 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 records of the taxing authority or by the public records. (c) (1) Unpatented mining daims; (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 public records. 2. Notwithstanding any speclfic assurances which are provided In Schedule A of this Guarantee, the Comparry assumes no liability for loss or damage by reason of the following: (a) Defects, liens, eneumtirances, adverse daims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land 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 expressly and spedfloalty set forth in said description. (b) • Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any Judidal 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 terms 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 referred to in Schedule (A), (C) or in Part 2. nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) 'mortgage ": mortgage, deed of trust, trust deed. or other security instrument (d) 'public records ": records established 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 shall come to en Assured hereunder of any daim of title or interest which is adverse te 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 this Guarantee. If prompt notice shall not be given to the Company, than all liability of the Company shall 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 this Guarantee unless the Company shall 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 party, 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 shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or 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 establish the lien tights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If 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 16 the right of such Assured to object for reasonable cause) to represent the Assured and shag 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 its option, the name 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. 11 the Company is prejudiced by the failure of the Assured to fumish the required cooperation, the Companys obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after 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 swom to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall 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. If 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 shall 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 nay be designated by any authorized representative of the Company, all records, books, ledgers. checks, correspondence and memoranda, whether bearing a date 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 shall grant its permission; in writing, for any authorized representative of the Company to examine, inspect and copy all 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 information 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, it is necessary in the admlrdstratlon of the daim. 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 law or govemmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that daim. 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 additional 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 daim 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 tienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured daimant which were authorized by the Company up to the time of purcase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of daim 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 Companys obligation to the Assured under this Guarantee for the alarmed loss or damage, other than to make the payment required in that paragraph, shall terminate, induding any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its 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 or in the name of an Assured claimant any daim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured daimant 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 claimed 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 the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The riebtlity of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time 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 or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. 'Limitetlen 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 therefrom, it shall have fully performed its obligations with respect to that matter and shall 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 Company's consent, the ;Company shall have no Iiabiiity•for'toss or damage until there 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 tor liability ' voluntarily,assumed by the Assured in .settling any claim onsuit without the,prior ,written consent of the Company. 19. Reduction otUabllity or Termination of Liability. All ,payments under .this Guarantee, .except payments ,made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Paymentot,Losa. .(a) No payment shall 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.shall be furnished to' the satisfaction.ofthe Company. .(b) When liability and the extent of doss 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 claim under this Guarantee, 'all right of: subrogation, shall vest. in. the. Company, unaffected by .any ,act of the Assured ,claimant. - 'The Company shall be subrogated.toand,be,entitled to .811 rights and remedies ;which the Assured :would have had against any person or property in respect to the.daim had this Guarantee ,not been 'issued. ',If requested by the Company, the Assured shall transfer to the ,Company all rights and remedies against any ,person or property 'necessary In order to perfect this right of subrogation. The .Assured shall permit the 'Company to.sue, comprorruse or settle in the name of the Assured and to use the. name of the Assured in.any transaction or litigation involving these rights'orremedies. 11 a,payment on account of a claim does not fully cover the loss of the Assured • the Company shall ibe subrogated'to all rights and remedies of the Assured after the Assured shall have recovered its'prindpal, interest, and costs of collection. 112. Arbitration. Unless prohibited by applicable law, arlher the Company or the,Assured .may :demand arbitration pursuantto the'Titlelnsurance 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 its'issuance or the breach,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 matters •..when the amount of liability is in .excess of $1,000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The :Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws 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,Arbitrator(s) may be entered in :any court having jurisdiction thereof. The law of the[situs of the.land shall apply .to an 'arbitration underthe'Title insurance Arbitration Rules. A copy of the Rules may be obtained from 'the •Company lupon request. 13. 'Liability. Limlted,to Thla 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 shall ,be construed as a whole' i(b) Any claim oft oss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. i(c) 1No 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. 14. 'Notices, Where Sent Alt notices required be given the Company and any .statement in•writing'required to be furnished the ,Company shall indude the number of this Guarantee and shall be addressed to: Consumer Affairs Department, '.P.O. Box .27567, Richmond, Virginia 23281 -7567. iCLTA 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. SECTION: 26 TOWNSHIP: 23N RANGE: 04E 111x11 0112 = 0 10.11141. 0000 12 Indi>ta 0 103104 0114 Y1V1 T® 2= 1111144 1311x• 0110 111 11 114/114 433.31 PCL 1Wx 0120 7u81.4 1.04412 20071004200001 1101044 010 7 A volt. W' 0124 9T LL10001 -92 9904269014 1010 MLA 0001 -00 /004260014 t tar 11/114 13 ,0147__- 8!$860 VALLEY t 2 Iu1W0 101104, llx 41141 .>m>a 2WP 110040 700180187 4071 HOMES 3.165 0100 Llxr TZ 14 021401 $ 'MTH BT 4 131-15yl- 2..x.41 141 Wun 4-56 MALY 15-56 $10 willia, Duna and all times sinos sloandno, on Jul to Wilflaa j, 4698944 orirc $20751.= 4 $2050stx Ufa ginTIO Ads • Dunn, he CO ui 1 ag55 and at and *L el Po gloan and Nonioa 1.055 and at all timos aims gorjanse and PatrLola Oorjanto, bw cy 4 w Lot 1 blk 2,Valey ye w Hosea, aadig to vol 56 plats p askew 3UBJT0 all (mats, rattle and myna of rocord. xen 9 Mitt) NW Bondod &Wows, Inc*, Max 415 Burion$Wn Fld byLTCO 133120 vla 8404179002 99-252 RECORD OF SURVEY PORTIONS OF THE SW f/4 OF THE NW 1/4 AND OF THE NW V.$ OF THE SW 14 OF SECTION 26, T 23 N. R.4 E., W M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. CONC. A41;1 w/BNAS'l Ag. . .{7 "2c CONC. MON. /N CASE r7 /! 11 I > 1 p= I ^a /3//r MMESE'7 (SEA) .... K.erosort eurereotlr RTbe842 34 cart r4reekenseii33e1• -•. erMVYec -.! ':,- ., ire:weroap)"Y• NW Corner (1C9 � (V Lot 1, el¢dr • • 0 W3 30' f¢- Nee• es•54 ^W. 9530• (554) .5. 18 fh Sr s• JP ,f1 r0° 6% 99 K4er05'414 eskao (/B•ra•''VAIIEr WEWHONES)` e7�+ N ever sr W. erLq(.•ifYerer samete734433) 1- I3 3 4 4 ,`scan Sr ey\� •wftr Scale: I "= 100' LEGAL DESCRIPTION (Pubiic,;Right uf`Way) . a%1%.Se p✓,/ .._t�mr W.r/ ka/F.. $60%40 24,.E4101„. Nei. WM dad eohd h /he ROM .e Im Ins pots d.SOm4. Vow :', MAN lion atniass'ae gm( VsNy View Naees,Vo/o ie Si. Page01, Records of King Comity, 30.430gton dad Ner/e*en Nelehh op.. Nn t. (U d) farther daienarlkom(ellsete, A ,fNp o f /and 3400 ps1X•Ids, tee 9000 fed!e exit side of to fs/4Ning geserlbd Ilea : B!J /NN /N4 of a point on the centerline .3710((A . a //Ig.hes3 AC,.D' IT N Jonoe het from Me centerline Nine eelkn..7. 3. 1 0M 3t. end ON Am ,. F• s .-:.:,:. 3w2'906. Mb' j0:4yr E, ,0200. feet to se)d'7ntsmecl(an• : ... THENCE o.I/n0inp:40''WT,, 4470 feet Meng slAIPfahrde b lee Nxln /e< •3f the Met sf Sem NNW.. nestilion • AAwwearoed) end /44 nada.Vne of M. 044 et sonny we.' I430m .:' :'. :,HENCE N 44.41• W,[MEW along AP MN line and Wong Me meted /4334 J. M011101.; . "iNEA44. fOPdl'14 7, /.0947 feet goy M. Qde flee j 53M Amid 13!4.34(35 Nm etfha Floe of.Yoll.V VNe Jkmes and the end of We end d.wipti 3. 1084/734 WIN 4h / part /an d. r'ght- of -wog described as 1,0.99: NE3/NN /N0 et /5, Mirfhme•st oemsr of rot 6 Beek 6 or Idle! PINT of Veneg Vf4n N0,M(: 7NENCE N Or 04.14(3. Poet leer o/o/y the Nestling of sold Obi to M. NONhW.N ember 13.39033' 7NENCE 343. 03. so'7 30E4 meteev04 the *area UM 14919 Plot to the *sleep margin of SAfh MPS.; 7NENCE IV Er or so -E, 1(131 Met Wok -mild Westerly margin; 7NEACE 5 AP 53.04'7, 4400 1at to the E'a,d.Ny margin of 3435 Are 4, rweNCE s IS* 0A53' W. 1,4..1E fat along saiNEesn.. ettgin to .3.fhters 4)ss with lImEsasterm projection of the 3alh margin of 5. rum 5t ; - IWENCE Ne rATsew w 46144 Met Wong said 51.10marye•Kgefelt!73.416/0103 Containing: 1.10 Ames (43,15734) • EGEND2 o • F)i.or.Nog) .po/nf' .:nothing .Jet or fame. Mal glen fa4na1 ea naiad. NOTE:' • .. Thia ReeofdsropmeMi the pmifb/festsiery et the:ioseers of SectlmiIb and ty/ r,asasry .; .. and resferaifon pf:part4ws ad.:. those Plots sheen hereon for erlentallon and conh(nondir.. of a PLe44k ,fmt impartment' peaJect. N. eery 03. 444 W, 4'/.76' S. 170M ST. $URVEYORS CERTIFICATE This mop correctly represents o survey mode by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of City of Tukwila in April 1984 "AIL cert. no. 15650 RECOROOERS -- -CERTIFICATE 8104/79002 Filed tor record fhis_..day of APR. 198¢ olfaEis M, Et Vol.•39.aof Survgys.on..1 o s21b2 pt. the regeest of ANNV P. NA LUN :' • IAJJSEN ::: Jas s:: tysEgq Manager Supt. or.Rttoards • • Proiecl' • WOE, NEVADA LAS VEDA& NEVADA SEATTLE• WASHINGTON ENO nILUNUn0et engineering p c tri a" 0 (ND eso 7936 Seward Park Ave. S. Seattle, Washington 98118 P. 206.725.1211 F. 206.973.5344 Ipdengineering.com GORJANCE TUKWILA SHORT PLAT 16604 53rd Avenue South DRAINAGE MEMO August 4, 2008 s Prepared by LPD Engineering, PLLC 7936 Seward Park Avenue South Seattle,WA 98118 Contact Steve Hatzenbeler, P.E. (206) 725 - 121 I Prepared for: William & Patricia Gorjance engineering p c • • 7936 Seward Park Ave. S. Seattle, Washington 98118 P. 206.725.1211 F. 206.973.5344 Ipdengineering.com GORJANCE TUKWILA SHORT PLAT DRAINAGE MEMO This Drainage Memo is for a short plat project located in Tukwila, Washington at 16604 53`d Avenue South. The project area is bounded by private residences to the south and west; by S 166th St to the north; and by dense vegetation in the WSDOT Interstate 5 right of way to the east. This drainage memo documents the small lot Best Management Practices (BMP) used to comply with the requirements of the 1998 King County Surface Water Design Manual (KCSWDM). Existing site The existing site is located east of a private residence, with the project area consisting of approximately 7,000 sf (0.16 ac) in an undeveloped part of the lot that is being short- platted. The ground surface is covered with mature vegetation. Portions of the project area are fenced. There is an existing curb cut with a small concrete apron that is intended to be used for access to the proposed residence. The project area is situated at a lower elevation than the existing residence to the west. The topography within the project area slopes down from the west to the east, with slopes on -site ranging from approximately 9% to 25 %. The steeper slopes are concentrated along the east property line. A site soils analysis has not been performed for the project site. Per the USDA's Web Soil Survey, the soils on -site are classified as AmC, Alderwood till material. Per the contour information provided by King County's GIS iMap application, it appears stormwater leaving the project site sheet flows in an easterly direction toward a heavily vegetated area, and approximately 250 if from the southbound lanes of Interstate 5. Stormwater runoff leaving the site eventually enters the interstate's drainage system, per the Preliminary Drainage Report for Wally Chin Short Plat October, 2005. Site observations verified the flow path from west to east across the project area toward the Interstate 5 right of way. Proposed Site Improvements The proposed improvement is the construction of a new single family residence. A gravel driveway will provide access to the site on the east side of the new residence. The driveway will consist of approximately 1,350 sf of impervious area on -site, and the roof area of the house is approximately 1,840 sf. Refer to sheet C 1.0 of the attached design plan set. The project is a single family residence and adds between 2,000 sf and 10,000 sf of new impervious surface, AND clears less than 2 acres (the 1998 KCSWDM indicates the use of whichever is greater between clearing less than 2 acres OR less than 35% of the site. For this project, the 2 acre criterion applies). Therefore, per the flow chart shown in Figure 1.1.2.A of the 1998 KCSWDM, the site is subject to the Small Site Drainage Review requirements provided in Appendix C of the 1998 KCSWDM. The Flow Control Best Management Practices (BMPs) identified in the Small Site Drainage Requirements are applicable for use on small sites to reduce runoff leaving the site to the greatest extent practical. Since the site is less than 22,000 sf, the Small Site Drainage Requirements require the first option for stormwater mitigation be the use of infiltration if the soils are suitable; however, since the soils on -site are mapped as Alderwood material, they are expected not to be conducive to infiltration. If soils will not Gorjance Tukwila Short Plat Page I Drainage Memo LPD Engineering, PLLC August 4, 2008 • • engineering p c support infiltration, the manual allows the use of other flow control BMPs such as dispersion or a perforated tightline connection to a storm drainage system. As noted previously in this drainage memo, stormwater runoff leaves the existing site as sheet flow from west to east, dispersed through the existing dense vegetation. The proposed drainage improvements are meant to maintain that flow path to the maximum extent feasible. The site improvements include stormwater dispersion for the stormwater runoff from impervious surfaces on the project site. The proposed driveway adds approximately 1,350 sf of new impervious surface area to the site. For basic dispersion of the driveway stormwater runoff, a 2- foot -wide gravel strip such as the one shown in Figure C.2.H of the Small Site Drainage Requirements is proposed along the length of the driveway. A 10 -foot minimum vegetated flow path is proposed between the gravel strip and the east property line. The roof adds approximately 1,840 sf of new impervious surface area to the site. For stormwater runoff from the roof, various BMPs are proposed: • A 9 LF dispersion trench is proposed near the northwest corner of the proposed building. The dispersion trench is designed to disperse stormwater runoff from up to 630 sf of roof area; the maximum area of 630 sf was determined based on the 700 sf of impervious surface per 10 linear feet (70 sf per 1 LF) of dispersion trench that is allowed per the design specifications noted in item C.2.4.3 of the Small Site Drainage Requirements. A downspout will be positioned along the western wall of the house to collect and convey runoff from a maximum of 630 sf of roof area to the dispersion trench via a 4 -inch storm drain pipe. • The downspout at the southwest corner of the house will be equipped with a splash block. The splash block has the capability of dispersing 700 square feet of impervious area. The splash block at the southwestern corner of the house will disperse roof runoff toward the east property line. • Stormwater runoff from the remaining 510 sf of roof area will be routed to downspouts on the west and east sides of the building. The downspouts will be connected to an existing storm drain manhole in S 166th Street via a perforated pipe connection. A level trench, 2 ft wide and 10 ft long, will contain the section of perforated pipe. The trench is located in the northeast corner of the site. Summary The project proposes to divide an existing property into two separate lots. The east lot will remain in its existing condition and the west lot will be developed with a new single family residence and access drive. Due to the lack of infiltrative soils on -site, the surface runoff will be mitigated using dispersion for the proposed impervious surfaces. The BMPs used on -site include a 2 -foot wide crushed rock shoulder along the driveway with a minimum 10 -foot dispersion path; a 9 LF dispersion trench near the northwest corner of the building; a downspout splash block with runoff being dispersed toward the eastern property line; and a perforated pipe connection in a level trench near the northeast property corner, connecting to the existing drainage system in S 166th Street. The proposed Flow Control BMPs meet the 1998 KCSWDM's Small Site Drainage Requirements and are expected to provide adequate mitigation of stormwater runoff from impervious surfaces on the site, and maintain the natural discharge location from the site. Gorjance Tukwila Short Plat Page 2 Drainage Memo LPD Engineering, PLLC August 4, 2008 • • engineering p c Attachments: • Vicinity Map, Figure 1 • USDA's Web Soil Survey Map of Site Soils, Figure 2 • Sheet C1.0 Preliminary Utilities, Grading, Paving and Drainage • Sheet C2.0 Preliminary Utilities, Grading, Paving and Drainage Details Gorjance Tukwila Short Plat Page 3 Drainage Memo LPD Engineering, PLLC August 4, 2008 S 160117 St Project Location S 170117 St S 166th St Southcenter Pkwy 1 -6604 53rd- A-ve -S -T -u wily -Short Plat 7936 Seward Park Ave S, P D Seattle, WA 98118 p. 206.725.1211 f. 206.973.5344 engineering pl Ic www•Ipdengineering.com Description Vicinity Map 07/29/2008 Figure 1 • • USDA Natural Resources Conservation Service Web Soil Survey 2.0 National Cooperative Soil Survey 16604 53 rd-Ave - S-Tukwila - _Short Plat 7936 Seward Park Ave S, P D Seattle, WA 98118 p. 206.725.1211 f. 206.973.5344 engineering pl Ic www.lpdengineering.com Description Soils Map 07/29/2008 Figure 2 2408 File: Cor_UIB.dwg plotted by: Ielondl Date: 00— Aug —O6 3:45.20p0. Construction Notes 1. ALL WORK PEISORMED SHALL BE PER APPROVED PUNS AND SPECIFICATIONS ONLY. THE PERMITTEE 6 REQUIRED TO MAINTAIN A SET OF APPROITD PINS, SPECIFICATIONS, MAD ASSOGAIED PERMITS ON THE JOB DIE WORK SHNJ. BE PERFORMED N ACCORDANCE *1171 ALL FEDERAL, STATE, AND LOCAL TAWS. PEl01RTEE SHALL APPLY FOR A REVSIDN FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERNITTEE/CONIRACTOR SHALL ARRANGE A PRECONSIRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORN. 3. WORK N ROADWAYS A ALL WORK 84 MOUE SHALL MEET INC 11 AND THE MUDDING: B. PRIOR TO ANY ACIMIY N CITY RIGHT -OF -WAY, THE PERMRTEE SHALE PROVIDE THE ON A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL 114E TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLAY DURING 114E WORK AND SHALL MEET WITCO REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY N NOVEMBER TO THE FOLLOW/40 JMNARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN 1HE maw UMW CENTER D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL 8E MAINTAINED AT ALL TIMES, IXCEPF WHEN PERMITIEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING 5194017 SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAP ROVM FROM THE DIRECTOR. F. INSTALL STEEL PLATES MR ANY TRENCH, AT ANY DALE WORK 6 STOPPED AND THE TRENCH S LEFT OPEN. General Notes 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206- 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLAUG 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER S4ETY, AND DAMAGE TO STRUCTURES AND WPRENNMQT5 RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL NOR( SHALL CONFORM TO THESE APPROVED DRAWINGS ANY CHANGES FROM THE APPROVED PLANS RETIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF 17061U. 7. ALL METHODS AND MATERIALS SHALL MEET CRY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND 910945RUC71016 STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAINING% ON -SITE 9. CONTACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IUPLEMENWION. 11. ALL SURVEYING FOR P11940 FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR VERTICAL DATUM SHALL BE NAND 1988.10RIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING HAD 83/91 SURVEY CONTROL AND TIED TO ANT' TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A F1000 CONTROL ZONE, THE PER141REE SHALL PRO.IDE CONVERSION CALCULATIONS TO WAD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REAMED DUE TO CONSTRUCTOR. 13. RETAIN, REPLACE OR RESTORE DOSING VEGETATION N RIGHTS-OF -WAY, EASEMENTS, AND ACCESS TRACTS. Ut(Tity Notes 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY ITEMS SHALL MEET WSHA REOUIR149ENIS. 2. POWER, CABLE, FIFER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH DEM A 5' ANNUM HOROONTAL SEPARATION FROM OTHER UNDERGROUND 4111111ES 3. ADJUST ALL AUREOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF -WAY OR EASEMENTS MITER ASPHALT PAVING. Storm Drainage Notes 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, MID THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. TURK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE' AND EITHER 'DRAINS TO STREAMS% 'DRAMS TO WETANDS•, OR 'DRAINS TO GROUNDWATER•, AS APPLICABLE 3. DRACHM' CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A ANNUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS 111AT MATCH THE SIDE SLOPE A Portion of the NE 1/4 of Section 26, Township 23 N, Range 4 E W.M. Grading And Erosion Control Notes 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIM111 REQUIREMENTS. 2. BEFORE BEGINNING AM' CONSTRUCTION ACTIVITIES, ESUBLSH THE CLEARING 8L1TS, INSTALL CONSTRUCTION ENTRANCE, A140 INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MANTAN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING All PERIMETER CONTROLS, SHALL REMAIN N PLACE UNTIL FOUL SITE CONSTRUCTION S COMPLETED MUD PERMANENT STABIUZAIION S ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVDE TEMPORARY AND PERMANENT CORN MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNNORKED FOR IWO DAYS OR MORE IN AODITON TO COVER MEASURES, THE CONTRACTOR SHALL: A PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES F 199901(ED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL RELWN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH TIE APPROVE0 MAINTENANCE SCHEME MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LEN 6191NST THE PROPERTY WHERE SUCH FACILR6 ARE LOCATED. 8. DARING THE LIFE OF THE PROJECT, THE PERMI1IEE SHALL MAINTAIN IN GOOD CONDMON AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURE, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTN1 DEVICES N ACCORDANCE 941111 APPROVED PLANS. 9. THE PERMITIEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SENOR DEPOSITION RESULTING FROM PROJECT RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PUNS AND SPEOFICARONS ONLY. THE PERMRIEE S REQUIRED TO MAINTAIN A SET OF APPROVED PUNS AND SPECIFICATIONS MI0 A1701'IATED PERMITS ON THE JOB SIZE. WORK SHALL BE PERFORMED IN ACCORDANCE NTH ALL FEDERAL STATE, AND LOCAL TAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERLIIREE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC MID SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE 191E TEMPORARY MEASURES ARE REMOVED. INSTAL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. 1HE PER4111EE SHALL AT ALL TRIES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIMATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASBAEMS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE DULL RESTORE, TO THE STANDARDS IN EFFECT AT TIE 1111E OF THE ISSUANCE OF THE PERMR, SENSI1NE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES MUD IMPROVEMENTS DAMAGED BY THE PEWEES OPERATIONS. 13. PEFWTIEE SHALL ARRANGE FOR AND COMPLY NMI THE FOLLOWING: A NO10Y THE PUBLIC WORKS DEPARTMENT WITHIN 48 HORS FOLIDWNG INSTALLATION OF ESC 41490096. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO 4600DYU10 THE ESC PUN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACTURES AS GEMMED IN THE ESC PUN, D. REPAIR MAY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND 0RAPUGE FACTURES E INSPECT ACCORDING TO 114E APPROVED ESC INSPECTION SCHEDULE AND WOVE NEEDED REPAIRS IMMEDIATELY. Legend 230 4 PROPERTY LNE IX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR PROPOSED BUILDING GRAVEL PAVNG 53rd Ave. South s5 OEANONT F^ SIDE SEWER_E� 0 WATER SERVICE `WATER METER OS as IDOWNSPOUT/SP1A91 BLOCK [ 14 3 DISPERSAL TRENCH CLLANOUT 11 STORM DRMUGE LINE FOOTING DRAIN Legal Description Surveyor LOT 1 N BLOCK 2, VALLEY VIEW HOMES, AGCORDWG TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COLMAN, WASHINGTON; TOGETHER WITH THAT PORTION OF 54TH AVENUE SOUTH AS VACATED BY TUKWILA ORDNANCE N0. 1236, RECORDED UNDER KONG COUNTY RECORDING N0. 8212030664. Benchmark 1019/TOY LAND SURVEYING PA. BOX 813, SFAHUR5T, WASHINGTON 98062 Pit (206) 242 -6621 CONTACT: Owner ELEVATOR DAM PER SURVEY CONTROL DATABASE PONT ID 826, PONT NAME WLLLW d PATRICIA GORJANCE 93V -913; .5• PIN SET IN CONCRETE 0.7' DOWN FROM MONUMENT CASE RN 0 16604 5380 AVE S THE MOST SOUTHERLY INTERSECTION OF 51ST AVE, SOUTH 99 SOUTH 168TH ST.; 1000.8, WA 98188 ELEVATION a 312.24 FEET MAIM PH: (206) 331 -8578 • Earthwork Ouantities CUT VOLUME: 486 CY ELL VOLUME: 50 CY • THE QUANTITIES SH011/4 ARE PREI NNARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASS FOR ANY CONIRACIUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEN OWN EARTHWORK O 41316 BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, 67141439019090, ALTO THE GEOTECHNICAL REPORT. So. 166th Street _ , EX FIRE mug - -7-- - ..,....... N 88'05'42' W /_240.12' PROPOSED ROCKERY SEE DETAIL n IAN 263.06 BW VARIES 260.0 MIN civil LPD ENGINEERING, PLLC 7936 SEW'ARD PARK AVE S SEATTLE, WA 98118 PH. (206) 725 -1211 FAT(. (206) 973 -5344 CONTACT: LAURIE PFARR, PE ORNEWAY AT EX CURB CUT PER CITY OF 1UKWRA SID DWG 95-08C (SIM) MATCH FLUSH W/ EX DRIVEWAY APRON 20 Call 3 Working Days Before A You DIG! 1 -800 -424 -5555 I 0 10 20 Scale 0' • C0 40 CONNECT TO EX .SS ', IE 248.2 (TOSS) ,) (ASSUMED) , v/ 140 ___„ L- .t T _ <»; DI F 9 TYPE LF DISPERSION, EL 266.7 I sEE DEw�� RANCOR NYLOPUAST 10 ROUND DRAIN BASIN W/ GAST IRON GRATE OR APPROVED EQUNALENT LOT I RDA 266.8 E 265.5 (41 29 LF 4• 0 2.05 MIN db1MSPOUF TO CONVEY 'NO MORE THAN 630 SF OF �' ROOF AREA TO DOWNSPOUT / FOOTING 0R,19( t, 140.59' S 8805'42 ""E - 222.99' / SPLASH BLOCK CONVEY " NO MORE �Rn 68 LF 6' ES ! ' 10 2.0% MIN FF 260 LOT .' COORDINATE INTER SS CONNECTIONS ' /1V/ BLDG PLUMBING DESIGN %/ ; , / /// CONNECT PROPOSED STORM PIPE TO EX SDMH. CONTRACTOR TO VERIFY IE PRIOR TO 14014SIRUC710N E NE 254.9 3/4• WATER METER T= PER, CITY OF MINALA19 STANDARD DETAIL W5 -01 2'x10' TRENCH WDH 4' PERFORATED PIPE 0 0% SLOPEn . , DAYLIGHT FOOTING BRANS E03 5258.0 / 17 IE 257.0 SSCO t dray Kew Vol 56/81 IFIAN 700 SF OF ROOF AREA TO SPLASH BLOCK FLOW PATH MIN 50 IF 38 IF 4• so 0 2.0% MIN 3/4• WATER SERVICE 2 FT WIDE GRAVEL SHOULDER FOR DRIVEWAY RUN-OFF DISPERSION GRAVEL DRNFWA? SEE DETAIL 0 I- engineering 1936 Sward Put AVe S, I' U p.TO6.125198113 11068733344 pllc -'.- Stamp QsYE J. 'g'cry-S' i 4S/ONAL ENT'' Nn Rewum Dote 0 I' 2' Two Inches At Full Scale 1 Not Scale Accard'ngy { 16604 53rd Ave S Tukwila Short Plat City of Tukwila, Washington Project No. 092 -08-01 '•'' Da'e 08/04/2008 se'" 1 " =20' 0agne4 SEH Kaea6e4 LJP 9*c= LPL "Pe''''' LJP Description Preliminary Utilities, Grading, Paving and Drainage Sheet C 0 .1 wi IIIMPF RDffS 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS 10 PREVENT POINT DISCHARGE AND /OR EROSION 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET 1D ONE ANOTHER. ROPE J. TRENCH AND GRADE WARD MUST BE LEVEL ALIGN TO FOLLOW CONTOURS OF SITE [SMALL CATCH BASIN 16. O.C. 4. GRADE BOARD SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE OR YARD BRAN Stop ttTONAL `� w . _1r— �Ce I�\ _ono NM Cleanout 3 PRPSITY NITS 4 Tvo Inches At F. Scale V Not Scale Accordingly 16604 53rd Ave S Tukwila Short Plat City of Tukwila, Washington "° ' "° 092 -08 -01 4.- Dote 08/04/2008 sBale AS NOTED Deyne° SEH °'ste0 LJP c"," LPL 'p0'°W° LJP r ,,,u r Sheet C 0.2 4 1�� � �� ,�� - s I� c . M „� / . ®, N ern. . ��•e _ BOARD REMAINS LEVEL I t <70O SF nle TRENCHES TYPE 1 CATCH BASIN ADDITION, A CLEW -OUT SHALL BE LOCATED AT END(S) OF THE TRENCH 2•Y2• WIC ON THE PLAN. Nl UP ...4",,,.., .... =MO- GRADE_BOARD FDGE DUI I '�I�' � n � � �7 DIMING GRADE DOSING GRADE 2'Y12' PRESSURE 1' -0' PIPE 1' -0' 10; 1\ 24' IAN Y.. TREATED GRADE BOARD a4Y >700 SF • STANDARD DISPERSION TRENCH W/ NOTCHED GRADE BOARD LENGTH 10' PER 700 SF o • - / 111- ,11.• 1 sil■:::=■Ilst _ •• •` STREET I _ o R. I AA14 Y �-• i - O.D. — ' o ° ° • \ ��� 1 f 1S SEE FIGURE 4.2.2.0 OF THE SURFACE WATER DESIGN MANUAL 'I ELEVATION / �we.BlpN.,N°.N °cove CLEAN (< 50 FINES 3 /4'-1 1/2' WASHED ROCK FILTER FADRIC MIRAFl 140 N 4' OR 6' PER. PIPE WD MT — off;. ° ° ° °I� r \ • �` y,,, \ CLEAN < 50 FINES 7/4' -1 1/2' WASHED ROCK LAID FLIT PE ° .. ° /11 1.T IAi AF' ° ROOF ROOF PLAN NEW • O o . . ° o ° ° ° • ...... o ° o % ° ° ° ° . s NOTES: •'mc.,e... w,.., I INTERN. AND INSTALLATION CRAFTER a OF .ESE eTAiaaoS. nEALr. oEPryvxie-AN(RER ONAmERea P rNtsESrANDUmSOBneO COUNTY s WATER AND SEA. LINE MPARATexx loNORVONTALL- r :LINER LINES CROSS. SEW. SMALL BE AT LEABr1r BELOW THE WATER LINE Ai ....,. ' -� - -, ° •,° I� I�. �.II. II. II =' ,e. A..... \1�I' 1°� I. ye♦ SANITARY SIDE SEWERP �:. � City of `l.6' Tukwila SANITARY 810E SEWER , •• City of RESIDENTIAL CLEJDNOU! 1wE l 4•Y4• SUPPORT POST TYPE 2 NM Dispersion Trench 2 11.402 S.3 .o Tukwila ^. a.ax i __ "" . ...ELT. - .0e 1 ""°” B °MELTON Side Sewer FINISHED GRADE SLOPE�ER pL War r:.3••�••�.••�� •�• • �t� -•�' -. ri.s=i l.4,, , y .ate Ir on. /�P \�C ^ / %�I � I'� �-- r.,* e "<' / � ∎- ��•••,00=�,•• =PV•. � ✓'.v�1/i� FINISH W/ v- 4' CRUSHED BASE CRUSHED ROCK FLUSH FINISHED GRADE PER PLAN 20X SLOPE IW(f EX GROUND �, COMPACTED DEPTH SURFACING COURSE MIS p Not Used 8 NOTE ANY STRUCTURE 4 FT OF HIGHER REQUIRES DESIGN BY UCENSED STRUCTURAL ENGINEER 1 OR GREATER 01( ■ ∎ I.1� / J, •. • I/f NTS 6 / 1. ti"' LFr. _g . � < 00 - OS0 MAX / .; ill° ,: � A!fi ' •1'i1 . 14 0 I ' Vi• N. A . 4I/- •/��� -•` '..CALL„, .e. aN- DRI - .AR,e L.T, B ;. Li Le�1 / mo d A A al A • 4' MINUS CRUSHED ROCK / AID• Nfi. AI�In i :.•� _ :e9, _ / /� / 1 •f!• �•IY f � / // //� a �• ''. V r STABILITYSDUURINC CGCONSTRUCTION / '}•l i. • TAIUNE.WTI MALE OaON POE TNREAU N =S: I NONETERROSES IN SIDEwALRS AND DRIVEWAYS WERE PC.IBLe. x2. USE CL.A sr MINDS ceUSHED ROC( TO encxslLL N.R000RP moP AND x. REP. TCaawER7 Or THESE STANDARDS - .,,.,.,. 2• CRUSHED SURFACING TOP COURSE COMPACT 5O 95% MAX. DENSITY 4' CRUSHED SURFACING BASE COURSE. COMPACT TO 950 LIAIL DENSITY Mrs Gravel Detail 6 'ALL LOCATONS 0P MW 6• PERFORATED DRAIN PIPE A• W/ SUITABLE OUTLET TO BE I A,It'.•+ff.�Ir'� „� INSTALLED MUST BE AS LOW AS ' // �U�� /.�� . �W, POSSIBLE AND NO HIGHER \ THIN THE SUBGRADE / '��IYr�/I[l /. • 11 r '•J i ` GRAVEL BACKFNL FOR DRAINS ,�,:G GROUND LEVEL 4 - Zmss - ter• • ;.:: 06-A AO.. ..oil,, . B %; %.• ".../ is //. 4 4.� 8:... • �G I //� �:� `A� Nan., /rW >•••/ ROCK ON •. may%/' . ✓/�''', . /� v1 /% � UNDISTURBED sous 18' MIN FOR H 5 4'F S.e. _ \' g 'KEW EXTEND FULL null OF ROCKER! 6 s aAsE EX SUBGRADE OR FILL COMPACT TO 95% MAX. DENSITY SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION y.,t METER of �QF C O OR CONCRETE BASE THICKNESS 400 MIN OF HEIGHT NM ,t, Tukwila .,.°, I "" B' ""T °" Typical Rockery Section 5 Water Meter 1 UNDISTURBED WTNE 506.7 NATIVE BACKFLL Not Used 1 Q Not Used 1 I Not Used 12 / .1V, .a.....' 'VA V tilnVi a :0•IK � I v46-4:10.-6411 ti1a'atti °tiff ••ti iI.} OS.1A}! •I. S1IK �ki 0,41$4il -•� • a� • 41, \ t.,,, �/ FILTER FABRIC (1YP) ,41... �- WASHED ROCK y // 4' PER PPE S`/ IE 256.9 (FIAT) y 111017-4.404{0440",”' ; �rsu:i,1 a 1-:tm • o:: • N to: N•.•. �.fV E.•N 24' • Dispersion Trench 9 0 7936 Scowl PM Ave S, JJ J 1.20637337M I— li I -\ 5 12.1211 engineering pllc •NN106— Stop ttTONAL `� No. Revisions Dote D t- 2- Tvo Inches At F. Scale V Not Scale Accordingly 16604 53rd Ave S Tukwila Short Plat City of Tukwila, Washington "° ' "° 092 -08 -01 4.- Dote 08/04/2008 sBale AS NOTED Deyne° SEH °'ste0 LJP c"," LPL 'p0'°W° LJP Description Preliminary Utilities, Grading, Paving and Drainage Details Sheet C 0.2 • 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 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON RECEIVED 7� , Vii COMMUNITY DEVELOPMENT ss 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, engineers, contractors or ther represe ves the right to enter upon Owner's real property, located at .I.GO° "I 53!'.4 /tile' , }G • for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at T I A �(W 1 j (city), IA/ A'. (state), on Print Name Ui(I I I /d/r1 () di/105 IIan] c1 N G e Address LG 6 0 53 NI Ave, 5 :J Phone Number 206 - 2 111- - 2 Y 3 Signature `�'/�� ^�"`l" "^ ,2003 On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. /� SUBSCRIB WORN TO BEFORE ME ON THIS DAY OF/ , ri L ..... � ' �•������tlt1 vv D. Aq Ipt�, _` :a*''``SIOi E 4, /iii residing at K_I'ir- c , %.4/.1A �i 1 '8 L'0 _ j l'i#7)it ''0;1,..................... My Commission expires on I ID — 1 ' '.I; WASO'. •IIIrtt NOTARY PUBLIC in and for the taWashington i ,20 P:Wianning FarmMWppliations \ShortPlu- 6.06.doc. December 4. 2006 • Page 1 Figure Name: FULL LOT Course: 5 88 -05 -42 E Course: S 25 -03 -09 W Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 • 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (Uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: S 88 -05 -42 E Course: S 01 -03 -56 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: 5 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 W Precision 1: 72694.40 Page 1 RECEIVED AUG 2 2 2008 • Page 1 Figure Name: FULL LOT Course: 5 88 -05 -42 E Course: 5 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 • 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: 5 88 -05 -42 E Course: S 01 -03 -56 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO units) Error of Closure: 0.000 Course: 5 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: 5 88 -05 -42 E Course: 5 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 Page 1 RECEIVED AUG 2 2 2008 COMMUNITY DEVELOPMENT • Page 1 Figure Name: FULL LOT Course: 5 88 -05 -42 E Course: 5 25 -03 -09 w Course: 5 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 • 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: 5 88 -05 -42 E Course: 5 01 -03 -56 w Course: N 88 -05 -42 W Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: s 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: 5 88 -05 -42 E Course: 5 25 -03 -09 W Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (Uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 Page 1 RECEIVED t 2 2 ?O COMNtu, v DEVELOPMENT • Page 1 Figure Name: FULL LOT Course: S 88 -05 -42 E Course: 5 25 -03 -09 w Course: 5 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 • 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: 5 88 -05 -42 E Course: 5 01 -03 -56 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: S 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck closure - (uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 Page 1 RECEIVED AI 1r; 22 NOB J MUNITY kLOPMENT _ x .CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: Permit C %Building Division: 206 -431= 3670 -_ __ Public Works Department:R CEf VE® 206 =433 -0179 Planning Division: AM 2 2 2008 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: appleanf 16604 53rd Ave So ►weer Infor Owner Name: (attach map and legal description showing hydrant location and site of main) 'Gontac Owner Address: Owner Phone: William Gorjance 16604 53rd Ave So., Tukwila, WA 98148 206- 331 -8578 Agent/Contact: Agent Address: Contact Phone: This certificate is for the purposes of: Two SFR - 1 new & 1 existing BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Vincent Gorjance PO Box 84593 Seattle; WA 98124 206 - 331 -8578 PRELIMINARY PLAT SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meter size(s): Two - 1 new 3/4" meter and 1 existing 5/8" meter Vehicular distance from nearest hydrant to the closest point of structure is 30' +- Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature 1. The proposed project is within 2. No improvements required. 3. TUKWILA Date /King (City /County) 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: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3222.77 gpm at 20 psi residual fora duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time: Customer remains solely responsible for determining the specific water pressure /flow information available for Customers intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location: Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 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 -3 are met. ❑ System is not capable of providing service to this project 1 hereby certify that the above information is true a HIGHLINE WATER DISTRICT / 206 - 824 -037 By Agency /Phone THOMAS KEOWN DISTRICT ENGINEER 4/14/2008 Date Print Report for 16604 53rd Ave. S. @ hydrant #H2242 ID Static Pressure Fire -Flow Demand Residual Pressure l (psi) (gpm) (psi) Available Flow @Hydrant (gpm) Available Flow Pressure (psi) 1 2003 117.75 1,000.00 105.68 3,222.77 20.10 Date: Thursday, April 10, 2008, Time: 11:28:14, Page 0 5/396624 16456 9 M14451 �7�326 8" DI 5165 _0T 4 120831 3838274 100.01 1538 )012 (//) 16452 M14348 10 62099588 90 16448 M14216 11 61958207 120 150.18 16436 M14623;1 13 62099560 90.17 1643 M14298 15 9590 620 O V1772 r 199.03 / 19 16461 M7955 588374$ 8 5166 M27981 55837915 117.60 H2589 5190 M10839 58:38276 AV011 M11188 105.81 8' H2. 42 CO TRACT: 83- 3,p.12 9 0 o C) 4 91 5 2 0 0 0 0 0 U J 16603 1 0 M2799 n 58838164 16615 0 W M2800 2it 58838163 16625 cp M2801 3 58837924 57111636 2 27.71 46620 57g1 M22318 138.94 1:100 10 W 16634 M2793 58837821 11 16645 M10263 6 tri 5 58670883 _ N • 0) N N. co M co 85 16655 0 M2805 7 0 58838161 co 16642 M2789 ,., 58837919 16650 M2788 58837818 16659 M2806 58838162 162.0 0 150 16660 LOT 1 8 27871 837818 162.25 V1770 LOT 82 M224i 588 12 VAC. ORD ' 58821 • Highlin6/ater District Statement* Charges n Combined domestic - fire Future ❑ Date: 4/10/2008 Section # NW2623-4 Page # 82 Service Installation Size 3/4 Meter , Hang Size # ERU's 1 See Notes >ervice Address: 166XX 53rd Ave So Tukwila 98148 Plat Name Gorjance Lot # 2 Owner William Gorjance Phone# 206- 331 -8578 E -Mail Address Fax # Agent Vincent Gorjance Phone# 206 - 331 -8578 Mailing Address City I , Zip Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: New service to be charged lime and materials for installation. A bid for service installation will be provided when service is requested. Service iunt ad acty charges nstallation must bid be amo paid in full f priilior to service installation. LFC: 7,000 SF X $.40 per Sq Ft. GFC: $2,100.00 per ERU Service Installation moo See Attached Estimate General Facility Charge $2,100.00 1 ERU's X $2,100.00 Local Facility Charge $2,800.00 7000 SF X $.40 per SF Meter Hang Fee Moo MXU $0.00 Other $0.00 Total Due: $4,900.00 Customer Notified By PROPOSED USE: SFR NOTES: Fees subject to change pending outcome of current rate study. Developer will be notified in advance of said changes. Prepared By: Polly Daigle Date Reviewed By: Tom Keown - Date Li_/ /__ Thomas Keown, P.E., Construction /Operations Department Manager A00,Ti Fee Page 1 Figure Name: FULL LOT Course: S 88 -05 -42 E Course: 5 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 RECEIVED AUG 22 2008 08021 COMMUNin PROJECT: 08021 DEVELOPMENT Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: S 88 -05 -42 E Course: 5 01 -03 -56 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: 5 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: 5 88 -05 -42 E Course: S 25 -03 -09 W Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 Page 1 • so Page 1 Figure Name: FULL LOT Course: S 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: S 88 -05 -42 E Course: S 01 -03 -56 W Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: S 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (Uses listed courses & COGO units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 Page 1 RECEIVED 'AUG 2 2 2008 COMMA, . , Y DEVELOPMENT • Page 1 Figure Name: FULL LOT Course: S 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 628.33 08021 PROJECT: 08021 Distance: 240.12 Distance: 41.99 Distance: 42.31 Distance: 222.99 Distance: 80.92 Area: 18375.97 0.42 acres Mapcheck Closure - (uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 131574.45 Figure Name: LOT 1 Course: S 88 -05 -42 E Course: S 01 -03 -56 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 443.02 Distance: 140.59 Distance: 80.92 Distance: 140.59 Distance: 80.92 Area: 11375.96 0.26 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 443020000.00 Figure Name: LOT 2 Course: S 88 -05 -42 E Course: S 25 -03 -09 w Course: S 01 -08 -33 w Course: N 88 -05 -42 w Course: N 01 -03 -56 E Perimeter: 347.15 Distance: 99.53 Distance: 41.99 Distance: 42.31 Distance: 82.40 Distance: 80.92 Area: 7000.01 0.16 acres Mapcheck Closure - (uses listed courses & COGO Units) Error of Closure: 0.005 Course: N 10 -51 -58 w Precision 1: 72694.40 40k- oteuP4014(0 hvv,p,w4F1 • RECEIVED AUG 2 2 2008 b VELOPw1ENT 14816 Military Road South 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 X Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant)' Purpose of Certificate: �� � �' L ❑ Building Permit 1! Preliminary Plat or PUD V Other Or 'Mt ❑ Short Subdivision ❑ Rezone Proposed Use: * Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑Other Applicants Name: Vlhct L. G0r , gnce Phone: 206 -331.- $57 Property Address or Appyxirpate Loc tion: Tax Lot Nu ber: 16O 53' e . So. TlA wi lq, GSA-. 58/88 Legal Description(Attach Map and Legal Description if necessary): see fTidchecp ive rI v'± Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR tiii b. Sewer service will require an improvement to the sewer system of: IA (1) .--Z-- 2D i feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) al 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. 40 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: $ l0e,e'- a. District Connection Charges due prior to connection: GFC: $ 9ST7` SFC: $3 67! s?9 UNIT: $ TOTAL: $ ( Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /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 be p c. Other: Rort/ fd'- ✓'vwt� / en"ed a) w&1f 0 .Siv- e©r7h9 cA,te -e . 4 sewer Y -t' ) hat en&,, 4ok I he fro By certify that the above sewer agency information is true. This certification shall be valid for one year date of signatur, Title Vho p Date • • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/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 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully u d• stand the terms and conditions herein. �Vry Applica 's Si Lure 20090203000959 Return Address: CITY OF TUKWILA Office of the City Clerk 6206:Southcenter Blvd. WA :.98188 (20.6)433-1800. Document Title(s): ZO, 922,?9,300.9259 PAGE001 OF 003 02/03/2009 11:57 KING COUNTY, WA COVER SHEET Sensitive Area Covenant and field Harmless Agreement Parties; ' .. . City of Tukwila, WA 6200 Southcenter Boulevard ...: .•:. Tukwila, WA 98188 Other: .••• : ••: Gorjance • .: • • , 2 ' • .: .. WilliiM ...... ,: J .2 ... Last First ••• Initial .. ..• .• • •• • • • • • Cotnpany Name (if business) ,I6604 53rd'Menue South , ... Addrkss Tukwila WA 98188 City State Zip Legal Description: A Portion of the SW % of the NW 1/4„,. Sec. 26, T.23N., RAE.1 W.M., Xing County, Washington Assessor's Property Tax Parcel/AcCiuttNuniber(s)::::. 885880-0040 • : " WHEN RECORDED, RETURN TO City G1ex% City,flf Tukwila ,. :`6200 Solithcorjter Boulevard = Tukwila, W./V981,813 • Reference Numbers) of:Related Dticumciit(s);.: Grantor: William Janes Gorjan • Grantee: The City of Tukwila Legal Description (Abbreviated): A.PArtion of the SW1 /4 of:'the,.NW1 /4, Sec. 26 .T. 23 N., R. 4 E., W.M.:. . Full Legal Description: LOT 1 IN BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PAT THEREOF RECORDED IN VOLUME 56 'OF PLATS., •PA.GE 81, .:RECORDS OF KING'COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION :.0F 54TH AVENUE SOTITH AS VACATED BY TUK-WILA ORDINANCE NO:: ..1216., RECORDED UNDER KING COUNTY RECORDING NO. 8212030664. Assessor's Tax.Parcel ID:Numbers: 885880 -0040 ....SN$IV)E }.A,REA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hok1•harmless.4greement is entered::into between William James Gorjance, an individual, ( "Grantor), and: :. the.. City of Tiikwifa, .*.a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS; Grantor owns and has applied for.necessary permits to develop certain real property (the "Property") legally described a&we. WHEREAS, a portion of the Property contains sensitiVe areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of Short Plat no L08 -048 for : •the Property;:,,tfie Grantee required the Grantor to execute and record this "Sensitive Area Covenant acrid 'Hold. Harmless Page 1 of 4 ::Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide.,or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Short Plat no. L08 -048 for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - 'foVagreement wh3th ipcludes' a waives` of liability that runs with the land for risks created by the • proposed rise` of;:property:::because''of the shape,. composition, location or other characteristic unique to: the :Property sought`to be devdjoped , NOW, t HREFORE, the parties agt'e as follows: AOREEMENT 1. In consideration of Grantee issuing developi'ient.:permits; `which constitutes good and valuable consideration, the receipt`of.;whieh and the suftieieney. of which the Grantor hereby acknowledges, the Grantor shall defend,:itideinnif ' y, and hold theGrantee,,:its officers, officials, employees,. agents, and assigns harmless from any"arid.,all, :claiis, injuries, damages:; loses, or suits, whether brought by grantor or third parties, kriclnding all .Iegal eosts and reasonable attorney fees, arising. out of or in connection with any injiries..or Iamages'to persons of property caused jrim whole or in part by any landslide or seismic..,actkyity., or soil disturbance on the Property, legallydescribed above. 2.'Grar�tor oii its - -own behalf and on behalf of its heirs, successors: :and,assigns hereby waives any right to assert any'claim against the Grantee, its officers, officials, employees, agents, and.assigns for any: toss,; ar,. damage to people or property either on or off the°site resulting from any landslide or seismic activity or, soil disturbance on said Property by reason of or arising out of the issiance of the permit(s):by the City for development on said Property except only for such losses that may direetlyresult from the sole negligence of the City. 3. Grantor will,in±bnn its successors and:assigns of said Property that the Property is in an area of potential geologic instability (potential: slide area), of the risks associated with development thereon, of any Condition :• or:'prohibitions on,:development imposed by the City of Tukwila, and of any features inf•this:.ddesign which will require. maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptar e..oaf any of the Graz tor's.constru ction or other work either during construction or when completed° shall npt be' grounds to avoid-any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be,a covenant niphing with the land.... and the rights and obligations contained herein shall run with and burden the Property; including each parcel comprising the Property and shall inure to the benefit of and be " b1ndin ' upori''the Grantor and Grantee, their successors and assigns. Page 2 of 4 Tht wit s 0 said individual have caused this instrument to be executed this .,.2008. STATE OF WASHING.70N). pertrO.iiiier / �jantor County of King I certify that I know or have satisfktorsy evidence that tsc.61. (:br,t.nc -e. is the person who appeared before me, and said indiyithiallacknoWledgedAat theyVgned ths instrument:and acknowledged it to be their free .and volthitary act forlhe'Vses and puipoies mentioned in this instrument. • • ,4%\m%1111 f.r-004 .:* r.<.) • • • s .9 ''::•„:: Se U24 ox. • 11,„eAqv„,, Dated G/11e, AWerk: Notary ublic in an f9r the State a Washington residing at _My appointment expires ..„ 4.1" ./. .• •:' ::. .. .. . .• • ',.: :': '...... '.....„ , . • :,;;; Page 3 of 4 .:.•:‘:1••••••••• pATEDilli' '1:5 day of GRANTEE : CITY OF.TUKWILA . . .207 ,-2eert. Attes Autherktioated: City Clerk . . :• STATE OF WASHINGTON ) ) ss. County of • •,.:„. On this 44 day of , .,'' 2.1308; before me, the undersigned, a Notary Public iti and for the State Washin y • dulk,c'OmMissii5neii and sworn, personally appeared Jim Haggerton, known to me to be the Mayor, of CITY OFfiUK.VVItAthe municipal corpOiatian that executed the foregoing instrument, and ackndwledged,lt.:tio be the free and vohintary act:::.of silid„,municipal corporation, for the uses and purpose S: mentioned in this inStrumentand on stateci'.that he was authorized to execute said instninient. •... .. ... WITNESS my..tiand and officiafseei.hereto affixed the day and year above written. s• • . •. •. • .. me.1 plaki- NOTARY PUBLIC in a d for the .St te f:-Wa hington, re§iding at Page 4 of 4 • REEVED CITY OF TUKWILA AUG 2 2 2008 ' Department of Community Development ©gy rd t� +! . �. 1 SHORT 6300 Southcenter Boulevard, Tukwila, WA 98188 PLAT Telephone: (206) 431 -3670 FAX (206) 431 -3665 E- mail: tukplan(a,ci.tukwila.wa.us (P-SS) APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: File Number: 1r O — 09 r Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 6013. dice ESTaTe s LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, acces street, and nearest in ersection. I-% ,53 r �ve , SO, Jrjc+ �t' deer, a1 j 6 QncP' 5" f fi� , SO• ig6O 6 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). $�SBBO - 00 0 - O DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Vtce-'± Loi I'S l01QP) dnce 772� J WA. a p /l Address: C). UO�C D "f s- ci 3 5e ftfe j I D a '1 Phone: E -mail: 806-331457 2` FAX: Signature: asd BO$:n PAPbwtinp Forms Nppliations\ShortPlat- 6.06.doc, December 4. 2006 CITY OF TUKWILA KING COUNTY, WASHINGTON GORJANCE ESTATES SHORT PLAT FILE NO. L08 -048 DECLARATION Know all men by these• presents that we. the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be o graphic representotion of said SHORT PLAT of said and same is mode with the free . consent and in accordance with the desire of the. owner(s). IN WITNESS WHEREOF we set our hands and seals. William J. Gorjance State of Washington County of On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the some as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Name as commissioned Title My appointment expires State of Washington County of On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the some as his /her voluntary act and deed for the uses and purposes mentioned therein. .GIVEN under my hand a seal this day of Signature Name as commissioned Title My appointment expires APPROVALS: DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee Examined and approved this day of____ 20____ and hereby certified for filing this _day of Chairman. Short Subdivision Committee Assessor Deputy Assessor Account Number 8858800040 RECORDING NO.. VOL. /PAGE SCALE: OLD LEGAL DESCRIPTION LOT 1 IN BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF 54TH AVENUE SOUTH AS VACATED BY TUKWILA ORDINANCE NO. 1236. RECORDED UNDER KING COUNTY RECORDING NO. 8212030664. • NEW LEGAL DESCRIPTIONS LOT 1 THE WEST 140.58 FEET OF LOT 1 IN BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY. WASHINGTON. LOT 2. LOT 1 IN BLOCK 2, VALLEY VIEW HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF 54TH AVENUE SOUTH AS VACATED BY TUKWILA ORDINANCE NO. 1236. RECORDED UNDER KING COUNTY RECORDING NO. 8212030664; EXCEPT THE WEST 140.58 FEET THEREOF. V/C/N/ TY nts =South 160th Street =South 164th Street TE 3 =South 170th St. 2 °o• 0 r==LUJJJ o S. 168th o c South 168th Street m T ) air. 0 0 . ' I Strander Blvd P 0 0 m RECORDER'S CERTIFICATE filed for record this day of 20 .... .at M in book of of page at the request of Mgr. Supt. of Records L D SU/RV .Y ,pR � CERTIFICATE I `G/'� e/ c- ""� , registered as a land surveyor by the State of Washington, certify that this plot is based on an actual survey of the land described herein, conducted by me or under my supervision: that the distances. courses and angles are shown thereon correctly, and that monuments other than those monuments approv �� later dote, have been set and to s e ground as depicted on the plat. GJ Z36p 4 SURVEY FOR: Vincent Gorjance P.O. Box 84593 Seattle, WA PORTION OF SW__1 /4 of NW _1/4, S._26 _ T, 23_N., R. 4 _E., W.M. i *G -1\150 DEC, 2 6 51% ptyr HPt� SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.U. Box 013, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243-9679 OWN. BY . LAW DATE 3/14/08 DATE FIELD 2/27/08 CHKD. BY Revised 12/9/08 SCALE JOB NO. 534/17 PROJECT NO. 08021 SHEET 1 2 OF CITY OF TUKWILA KING COUNTY, WASHINGTON GORJANCE ESTATES SHORT PLAT FILE NO. L08 -048 ea". E 0 a s O 0 0 OT- 4) rn c 0 CO N N m m N 1.1 0 0 U, E N co O N i1. West 1/4 corner Sec. 26, T23N, R4E, W.M. Found 1/4" pin in concrete in case — 5/10/04 So, 160th Street Northwest corner Sec. 26, T23N, R4E, W.M. Found 2" brass disk w /pm in concrete in case — 5/10/04 LOT AREAS FULL PARCEL = 18376 s.f. ± or 0.42. acres ± LOT 1 = 11,376 s.f. ± or 0.26 ± acres LOT 2 = 7,000 s.f. ± or 0.16 acres ± Note: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with o Topcon GTS225 theodolite and electronic measuring device, supplemented by o steel tope. Troverse methods used in performing this survey meets or exceeds the standards contoined in WAC 332 -130 -090. 2. AVERAGE LOT WIDTH FOR BOTH LOTS EXCEEDS THE 50 FOOT MINIMUM LOT WIDTH REQUIRED FOR TUKWILA RESIDENTIAL LOTS REFERENCES: PLAT OF VALLEY VIEW HOMES, VOL. 56/81 'ROS 208/159; ROS 224/218; 'ROS 188/290; ROS 39/252 LEGEND ® Concrete Monument in Case k( Tock in Lead or Noil & Disk O Set rebar w /cop #23604 O Found pipe or rebar Hydrant (P) plot dimension of bearing (.c) calculated dimension or bearing BSBL Building Setback Lines ' N88'05'42 "W (Plot — Held) 855.48' (c) 856.00' (Plot) So. 168th Street 7 Found 2" dia. brass disk in concrete marked "LS 15650" 2 /27 /08.— .(Held for street position) Public Right of Woy per King County Rec. No. 8404179002 30' 30.0' SO. r 11.7' 140.9 RECORDING NO. VOL. /PAGE SCALE: 1 Inch = 30 ft 1h ull I I 1 1 I 0 30' 60' PORTION OF SW _1/4 of _NW_1 /4, S._26_ T. 23_N., R. 4 _E., W.M. fire, hydrant 166th Street N88'05'42 "W (P 240.12' (c) u1 30• r rr^^OJ _I Q JD. /\c\ chain link fence is a 20 I/— BSBL 3"v I% 5 N 0 0o - 40.3' a m — m 67.8' LOT 1 1-- 30.0' -- 110' I m to If New Lot Line�J m_ overhang deck _ J 1 17.1' 222.99' (c) . S88'05'42"E (P) Found 1 -1/2" pipe 0.43' south & 0.12' east of calculated corner position. 2 1 v Vacated 54th Ave. So. #8212030661 I vw ;.;;M '''\--choin link fence N �Ia0 I 20' 82.40 Found 1" pipe 0.5' nort le� volley _ 30' 10.5' 5.2' west 2/10/08 revised BSBL per Cit y low 1 12/9/08 NO. DA TE revised per City letter low DESCRIPTION BY w 0 Q a J 0 RECORDER'S CERTIFICATE filed for record this Cloy of 20 at M in book of at page at the request of Mgr. Supt. of Records Lpa O� SUR>'E YOR'S CERTIFICATE I, ? . C� Q'✓r h -.f ltd.', registered os o land surveyor by the State of Washington, certify that this plot is based on on actual survey of the land described herein, conducted by me or under my supervision: that the distances, courses and angles ore shown thereon correctly, and that monument of er than those monuments appr hove been set and lo depicted on the plot. oter date, round as SURVEY FOR: Vincent Gorjonce P.O. Box 84593 Seattle, WA SCHROETER ®LAND SURVEYING PROFESSIONA :. LAND '.LJRVEYORS P.O. Boo 813, Seohurst, Washington 98062 (206) 242 -6621 rAX (206)243 -9679 DWN. BY LAW CHKD. BY DATE 3/14/08 JOB NO. 534/17 DATE FIELD 2/27/08 PROJECT NO. 08021 I SCALE SHEET 2 2 1" = 30' OF { f 24.30 FA.: Gor_Ulo.dry Melted by: Jocelyn!" Dol.: 24- 3.p—OD 4:10:25pm r 16604 53rd Ave S Tukwila Short Plat City of Tukwila, Washington f r i 16' oc —ra v -163T01 1RIIOE ROAM 2DI 1 M DOW GRATE ■2C1'4t11...\ CLEAN (< 5Z 3/4 -1 I/2' USED ROCK T3TER FABRIC MATT 140 N 1'-0' PIPE F-0' 1. DOS 1122I01 SHALL EE CUSIWED s0 As m PREVENT POINT OSDINEE NO/DR EROSKRI 2. TRENCHES WY BE RACED Ea CLOSER 11021 50 FEET TO CIE ANOTHER. 3. TRE001 AND SOLE MO NUR EE LEVEL NOV TO FOULS CONTOURS OF SIZE. 4. FAIRE ECM SUPPORT POST SWING AS REMIXED Br SOL COMMONS TO WORE GRAM BOVa REINNS u10 S FRENCH SOIL BE UP TO 50 FEET a LFNCM AND SHALL HAVE ONE CCM BOO AS SHORN ON THE RAN IN ApMRON. A CIEVFOUT SNAIL BE LOCATED AT 131I1(5) BF THE IRENaE 4 OR C PER PEE LAID FIAT NDEE ANY SIROCNERE 4 FR CO HEXER REQUIRES DESIGN BY LROGED STRUCTURAL EEIGREDt OX - Or% ILO 000 LEVEL 1 CR GREATER 2' :12' PRESSURE 1RFZIED SHADE BOYa GAL BOUT 4'e4' SUPPORT POST SOT NS Dispersion Trench City of Tukwila 4 IOES CR19ED FOX 2:1 MAX SLOPE AS NECESSARY FOR SIABIIEY DURING 0016IRUCIKIN C PERFORATED GRAN PPE o/ SUITABLE OUTLET TO BE RETTNIID MET BE AS LOU AS POSSE Ala NO HOER THAN 114011)02120001 ROOM ON UNDOTURBED OR CONCRETE B& 1100111 FOR 12015 vrive EXTEND FULL LENCIN OF ROOERY Typical Rockery Section 5 Perforated Pipe Trench 9 AND 111rWO01 COMMON Gravel Detail 6 SANITARY SIDE SEWER CteYgO Mal e� II. MELTON Cleanout "� 3 Sark I. WSW. II6ILL{ATION COMES OF DEW 82.14.1.1. EST&IC 2 EEO]EF�e SEPTIC Wl EEpwtDeeCYTEeE St4a4bS AND MO CORM HEALTH OEI.ROBIT. 1 OIE4B OEY16I IIE69YEA1xtN VIIOR2pRALLY. F WATER AM SEWEN UES Obit MYER MALL PE AT MAST If MOW THE 1XA17911i2 City of Tukwila SANITARY SIDE SEWER tPe�E.,NI te I' OOUatm WINE •I1:11, irCem POI -tW1 I. NO.FTBI110.361EmB104.10 fl meEwn N.ele Nomlt t 1.11*CLEAN ER TWOOYm10110JIIO MOVE1.AMMO COP ElV.IO mnau6 1 NE]ITOOWCE a OF TIM 11.l0•pe. City of Tukwila Not Used 10 METER NTS Water Meter / Not Used 1 1 roe Side Sewer 4 Not Used 8 RECEIVED SEP 2 6 2008 DEVELOPMENT COMMUMIT Not Used 12 .ill 'I ;I ffI .�1I I Ili 'I j' Ij it . ,I lIT 79361i®d Yak AN S. Soak WA Will p.206.73.1211 engineering pllc'..3 >m Sharp Y Tay 6lae N FA Salt E Net Sat. Aeeap* NeieB ram City of Tukwila, Washington FRA N' 092 -08-01 `'" 0e0i 09/24/2008 sc.' AS NOTED °'F" SEH D•°'i IJP °p° LPL hcp'6 LIP o.aAa1Xl Preliminary Utilities, Grading, Paving and Drainage Details C ft