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HomeMy WebLinkAboutPermit PL17-0008 - STEVENS SHORT PLAT - LAND DIVISION / SHORT PLATSTEVENS SHORT PLAT 5379200175 Associated Files: PL17-0008 This File: 117-0012 LAND DIVISION/SHORT PLAT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206-431-3670 fox 206-431-3665 E—mail: tukplan9tukwlla.wa.us SANS STEV.L.NS SHORT PLAT NO. 1 17-0012 CITY OF TUKWILA KING COUNT'(, WA.SHINGTON DECLARATION Know all people by these presents that we, the undersigned owners in fee simple of the land herein riescrihed do hernhy mink n short subdivision thereof pursuant to RCW 58.17.060 and ocknowledge that said subdivision shall not be further didvided in any manner within a period of five years from the date of recording, without the filing of a final plat. The undersigned further declare this short plot to he the graphic representation of said short subdivision and the same is mode with the free consent land in accordance with the desires of the owner(s). IN WITNESS WHEREOF we set our hands and seals. DOAN, HENRY BIJU kit f'F iMtNO' TAN VIJ MiN1-1 STATE CF WAS INGTON County of _, Laj_ I certify that I know or hove satisfactory evidence that 14-(I01"' '\ 1/I) -1.1%U&ciO signed this instrument and ncknowledged it to he (his/her) free and voluntary act for the uses and purposes"mer'tioned in the instrument. `µ�b A n Fq�fkr/Signature of vl'tiri 1.t!Pv'IC vaP e / i �� �Iutary Public /.�.�-.'f e dated 447/ar///�' / �a sep�,� 7vly appointment cxpiros 5 / `1 /� d . /// grhrq,"29tr /op /fff 1 Ot\1UP9 ', STATE OF WASHINGTON County of _,�L t4 I certify that I know or have satisfactory evidence that I N l I (An KA, ))11.t r1 signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. ��aa�wlttt r` �8 A WF ,,,, Signature of 7 `.," sotagF* �� /,Notary Public (ltrr//,Cec,t. At ( !lated(�1/°:L//rN .oeB`,u ,y appain+Went expires C�/3r/.3 //1j1jQF WAS' z' ORIGINAL LEGAL DESCRIPTIONS BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'0542" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05'42" EASI 162.00 FELI; (HENCE SOUTH U13U3'Ob" WEST 100.00 FEET; THENCE NORTH 88105'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FFFI CO IHE WESI 162 FEET OF TRACT 15, BLOCK 2 McMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) NEW LEGAL DESCRIPTIONS PARCEL A THE NORTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'05'42" EAST ALONG IHE LAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEE( 10 IHE (HUE RANI OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05'42" EAST 162.00 FEET; THENCE SOUTH 01'03'56" WEST 100.00 FEET; THENCE NORTH 681O5'42" WEST 162.00 FELT TO THE TRUE POINT OF BECINNINC. (UGNG KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 , McMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) SUBJECT TO AND TOGETHER WITH A 6 FOOT WIDE EASEMENT ACROSS THE EAST 6 FEET OF THE WEST 56 FEET OF PARCEL B AND AI SO A 10 FOOT WIDE PRIVATE STORM DRAIN AND UTILITY EASEMENT ALONG THE EAST 10 FEET OF PARCEL A. PARCEL B THE SOUTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERTY; BEGINNING AT THE WEST QUARTER CORNER 00 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE of 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05'42" EAST 162.00 FEET; THENCE SOUTH 01'03'56" WEST 100.00 FEET; THENCE NORTH R8'05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 , MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) SUBJECT TO AND TOGETHER WITH A 6 FOOT WIDE EASEMENT ACROSS THE EAST 6 FEET OF THE WEST 66 FEET OF PARCEL B AND ALSO A 10 F001 WIDE PRIVATE STORM DRAIN AND UTILITY EASEMENT ALONG THE EAST 10 FEET OF PARCEL 8. PLANNING NOTE: COMPLY WITH GEOTECHNICAL ENGINEERING REPORT, BY AGES ENGINEERING, LC DATED JANUARY .30, 2017; REVISED FEBRUARY 6, 2017 AND SUBSEQUENT GEOTECHNICAL REPORTS SANITARY EASEMENT AND MAINTENANCE AGREEMENT NOTE: THE COST OF MAINTF NANCF, Rh RAIN, OR RECUNS DRUG' ION OF THAT PORTION of THE SEWER USED IN COMMON, LOCATED INSIDE THE 6' PRIVATE SIDE SEWER EASEMENT, SHALL BE BORNE IN EQUAL SHARES, LXCEPI IHAI THE OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE PART of THE SEWER ABOVE THFIR CONNF(;IION; AND WHEN NECESSARY TO REPAIR. CLEAN OR RECONSTRUCT THE SEWER, THE PARTIES TO THIS AGREEMENT SHALL HAVE A RIGHT OF MIRY 1012 IHAT PURPOSE. PRIVATE STORM DRAINAGE & UTILITIES EASEMENT AND MAINTENANCE NOTE: THIS SHORT PI AT CONTAINS AN EASEMENT FOR STORM DRAINAGE AND UTILITIES ACROSS THE EASTERN MOST 10' OF PARCEL A 4i 8 FOR THE BENEFIT OF THE OWNERS OF PARCELS A 3t B OF THIS SHORT HI.AI. OWNERSHIP OF SAID PARCELS A & B WITHIN THIS SHORT PLAT SHALL BE RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND ME CONSTRUCTION, MAINTENANCE, REPAIR. AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. NOTE: ALL FUTURE FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLERS SYSTEM INSTALLED NOTE: ALL WATER METERS AND LINES SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER REQUIREMENTS RECORDER'S CERTIFICATE filed for record this day of 2018.at M in book of nt page at the request of the City of Tukwila. Deputy Director, King County Director, King County Assessor L DRYCO DRYCO Surveying, Inc. ' 827 MAIN ST. SUITE A SUMNER, WA. 98390 (253) 8266-0300 FAX (253) 826-9703 SURVEYOR'S CERTIFICATE: 1, G. PHIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. G. PI'IIL SARGENT P.L.S. 34145 RECORDING NO. VOL./PAGE SCALE: PORTION OF SW 1/4 of NW 1 /4, S 76, T. 2.5 N, R. 4 E. APPROVALS: KING COUNTY ASSESSOR'S APPROVAL Examined and approved by this department this '4`. day of _ 1 2018. KINC COUNTY ASSESSOR "J NTY KING COUNTY ASSESSOR ASSESSOR'S PARCEL NUMBER 5379200175 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision �Clommittee and - hereby certified for filing this ___1�— day of _.L,t , 2018. Chairi(e,jenn, Short Subdivision Committee DWN. BY CHKD. BY SANS STEVENS GPS DATE 5/17/201B SCALE 1 " = 30' J08 No. 2016062 SHEET 1 OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206-431-3670 fax 206-431-3665 E—mail: tukplan®tukwilawa.gov SHORT PLAT NO. L17—O0'I2 2 SANS STEVFNS ASSESSOR'S PARCEL NUMBER 5379200175 PARCEL A 8101 SF ing Setback Lines '0355N 162.02' s 6' Private ---_I_ I Side Sewer Easement I I s I 1L Lg EXISTING S.F.R. New Address 16659 53rd ave s. S. 166th S. , 10' I I 16665 53rd eve e. 688'0356'E e62.02' 01A916 eEN11l0) PARCEL n 8101 SF New Address 586'0386'E 192.02' 1 19 612' RECORDING NO. SCALE: 1" 30' VOL./PAGE GRAPHIC SCALE 1"-30' NM MIS IND 0 30 60 90 PORTION OE SW 1/4 of NW 1/4, S 26, T. 23 N, R. 4 E Emma car1c Marl w " Pin Oct. 516 10' Private Storm Drainage & Utilities Easement & maintainonce Agreement k.c. rec. no?2l8411K=0;z Encased Cori Mon H/.5' Pin Oct. 2015 LEGEND $ MONUMENT FOUND THIS SURVEY • PROPERTY CORNER FOUND THIS SURVEY VERTICAL DATUM WGS SURVEY DATA WAREHOUSE VERTICAL CONTROL MONUMENT #93V-913 ENCASED .5" PIN IN CONCRETEIN THE MOST SOUTHERLY INTERSECTION OF 51st AVE. S. 6 S. 168th ST. OF MILITARY ROAD F SOUTH 170th STREET. ELEV-312.24 NAV088 RECORDER'S CERTIFICATE filed for record this day of 2018..at M in book of at page at the request of the City of Tukwillo. Deputy Director, King County Director, King County Assessor � DRYCO DRYCQ Surveying, Inc. Alp827 MAIN ST. SUITE A UMNER, WA. 98390 (253) 826-0300 FAX (253) 826-9703 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS SHORT PLAT I5 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 HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND I.OT CORNERS PLACED ON THE GROUND AS DEPI_CTEq'Dt:,THE P G. CZT6/I R IIL SARGENT " P.L.S. 31145 SANS STEVENS OWN. BY GPS SURVEYED OCT. 2016 DATE 9/26/2018 SCALE 1" - 30' J08 NO. 2016062 SHEET 2 OF 2 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 RECEIVED SEP 04 2018 Community Development Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. q( Project Name: Permit Number: L17 -©° 1 2 - Q� Project Address: Project Contact: 3Guir\ s.frx verb City Planner: Contact Phone number:20l .0s'1=E- v.&73 C p.y7 / 0 PLEASE ATTACH A COPY OF ANY LETTER REQUESTING- CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval ❑ Response to letter requesting additional information (Please attach a copy of the letter) Final Short Plat Submittal Summary of revision/response submittal: Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\@SHAREPOINT FOLDER RESTRUCTURE \ Reference \APPLICATIONS - Land Use Apps & Handouts\Revision Submittal Form.doc Revised: March 2014 Memorandum September 6, 2018 TO : Henry Hash via David McPherson Jay Whittwer via Don Tomaso Richard Takechi From: Jonathan Joseph RE: Sans Stevens Short Plat Date: September 6, 2018 File: L17-0012 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, please indicate any additional requirements e ow. pproved by Henry Hash Approved by Jay Whittwer cVVJN Approved by Richard Takechi IZS 7 Good Morning San, I apologize for the delay, but wanted to make sure I was able to touch base with our Public Works department to make sure I had all the notes. Before you record your final plans with the county we do need some changes to the drawing. Here are the following corrections we need: 1. Add the private storm drainage and utilities easement and maintenance agreement recording number to page two of the plans. 2. Remove the 6" private side sewer easement agreement from page two of the plans 3. Add the building footprint for the new home being constructed on parcel A. 4. Please make sure the correct owners are on the declaration. If the property is owned by two people, both need to sign the declaration on the documents. Please see the title report to reference current property owners on this site. If you have any other questions, please do not hesitate to reach out to me. Best Regards, Jonathan Joseph From: Jonathan Joseph Sent: Tuesday, July 31, 2018 1:12 PM To: 'san Stevens' Subject: RE: CORRECTION FOR 16659 53RD AVE. S. TUKWILA Good Morning San, I apologize for the delay, but wanted to make sure I was able to touch base with our Public Works department to make sure I had all the notes. Before you record your final plans with the county we do need some changes to the drawing. Here are the following corrections we need: 1. Add the private storm drainage and utilities easement and maintenance agreement recording number to page two of the plans. 2. Add the 6" private side sewer easement agreement recording number to page two of the plans 3. Add the building footprint for the new home being constructed on parcel A. 4. Please make sure the correct owners are on the declaration. If the property is owned by two people, both need to sign the declaration on the plans set. Please see the title report to reference current property owners on this site. If you have any other questions, please do not hesitate to reach out to me. Best Regards, Jonathan Joseph Planning Intern -City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206-431-3662 I F: 206-431-3665 Jonathan.Joseph@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice From: san Stevens <sanstevens4@hotmail.com> Sent: Friday, July 27, 2018 4:53 PM To: Jonathan Joseph <Jonathan.Joseph@TukwilaWA.gov> Subject: CORRECTION FOR 16659 53RD AVE. S. TUKWILA Hi Jonathan, We met earlier today and you told me to email you so you can send me the list. I already ordered title. I'll send you as soon as I receive it. Thank you and have a good weekend. San Stevens 206 853 4525 cell Get Outlook for Android i CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 i i i i i i u u i i i u i i i 20180725000471 COVENANT Rec: $102.00 7/2512018 1:51 PM KING COUNTY, WA i M Grantor: Henry Buu Doan Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the SW 1/4 of the NW '/4, Sec. 26, T. 23 N., R. 4 E., WM. Full Legal Description: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH ' 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Assessor's Tax Parcel ID Numbers: 537920-0175 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Henry Buu Doan, 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. Page 1 of 4 WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Building permit approval under Building permit no. D16-0330 and Short Plat approval under L17-0012 for the Property. WHEREAS, Grantor has performed a geological reports and evaluations, prepared by Ages Engineering, LLC dated January 30, 2017; revised February 6, 2017. 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 Page 2 of 4 Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. 7. It is the intent of the Grantor that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual has caused this instrument to be executed this (2S day of jou. 2018. Prop y Own / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Henry Buu Doan is the person who appeared before me, and said individual acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act for the uses and purposes mentioned in this instrument. Dated 06,(d57/ I ti • r 5 TA 40.06 Z '1,01, WAS' 1'• Not ry Public in and for the State of Washington residing at My appointment expires /,.2 `t (2 2. Page 3 of 4 DATED this / / day of GRANTEE: CITY OF TUKWILA Attest/Authenticated: City Clerk" - Ch (iSJ ©► Ai , 2018. STATE OF WASHINGTON ) )ss. County of King ) On this 11 " day of (A• ( , 2018, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, 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. "Da-1.c. 4 (;Pn ba NOTARY PUBLIC in and for the State of Washington, residing at 1.4-tarn Page 4 of 4 After recording, please return to: San Stevens PO BOX 46002 Seattle, WA 98146 11111 111111 tilill 111 III1I1II1II11II1L\LItIt I1 4 20180725000470 EASEMENT Rec: $200.00 7125/2018 1:51 PM KING COUNTY, WA PRIVATE STORM DRAINAGE AND UTILIES EASEMENT AND MAINTENANCE AGREEMENT GRANTOR: Henry Buu Doan (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) GRANTEE: Henry Buu Doan (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) Grantor Legal Description THE SOUTH 100 FEET OF THE WEST 162 FEET OF LOT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION #1, ACCORDING TO THE UNRECORDED PLAT THEREOF. Grantor - Assessors Tax Parcel No. 537920-0175 Grantee Legal Description THE SOUTH 100 FEET OF THE WEST 162 FEET OF LOT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION #1, ACCORDING TO THE UNRECORDED PLAT THEREOF. Grantee - Assessors Tax Parcel No. 537920-0175 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner (Grantor) of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage and Utilities Easement over, across, along in upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND LYING WITHIN THE EASTERN MOST 10 FEET OF THE FOLLOWING DESCRIBED PARCEL; xAtalSE TAX NOT REQUIRED King Co. Records Division By opric44— i/ L k4, pep* THE SOUTH 100 FEET OF THE WEST 162 FEET OF LOT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION #1, ACCORDING TO THE UNRECORDED PLAT THEREOF. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System and Utilities, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System and Utilities at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System and Utilities. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System and Utilities. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of J ico(' , 2018. Prope Owner / rantor / Grantee STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Henry Buu Doan is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: it) ' . /' 2 /? Memorandum July 2, 2018 To: Henry Hash via David McPherson Jay Whittwer via Don Tomaso Richard Takechi From: Jonathan Joseph RE: Stev Ens Short Plat Date: July 2, 2018 File L17-0012 The above referenced short plat is read for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Henry Hash Approved by Jay Whittwer Approved by Richard Takechi (Initials) (Initials) (Initials) MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jonathan Joseph, Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson@tukwilawa.gov DATE: March 2, 2018 SUBJECT: Stevens — 2 Lot Short Plat at 16659 53rd Ave. South TL no. 537920-0175 Final Short Plat Review Comments Short Plat — L17-0012 Public Works has the following Final Short Plat comments. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Verify that you have contacted the Valley View Sewer District at 3460 S. 148th Street, Suite 100, Tukwila, WA 98168; (206) 242-3236. Valley View Sewer District may require a separate Sanitary Sewer Easement and Maintenance Agreement document to be recorded at the King County Recorder's Office. 2. Owner should sign with Notary, a Private Storm Drainage & Utilities Easement within Parcels A & B for the benefit of Parcels A & B. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (See easement - enclosed.) 3. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (See agreement - enclosed) Short Plat Survey Map No comments. Short Plat Site Development Plan No comments. Page 1 of 1 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Henry Buu Doan Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the SW 1/4 of the NW 1/4, Sec. 26, T. 23 N., R. 4 E., WM. Full Legal Description: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Assessor's Tax Parcel ID Numbers: 537920-0175 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Henry Buu Doan, 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. Page 1 of 4 WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Building permit approval under Building permit no. D16-0330 and Short Plat approval under L17-0012 for the Property. WHEREAS, Grantor has performed a geological reports and evaluations, prepared by Ages Engineering, LLC dated January 30, 2017; revised February 6, 2017. 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 Page 2 of 4 Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. 7. It is the intent of the Grantor that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual has caused this instrument to be executed this day of , 2018. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Henry Buu Doan is the person who appeared before me, and said individual acknowledged that he/she signed this instrument and acknowledged it to be his/her 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 , 2018. 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 , 2018, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, 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 After recording, please return to: Henry Buu Doan 16659 53`d Ave. South Tukwila, WA 98188 PRIVATE STORM DRAINAGE AND UTILIES EASEMENT AND MAINTENANCE AGREEMENT GRANTOR: Henry Buu Doan (Owner of Parcels A and B - City of Tukwila Short Plat No. L 17-0012) GRANTEE: Henry Buu Doan (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) Grantor Legal Description BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Grantor - Assessors Tax Parcel No. 537920-0175 Grantee Legal Description BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Grantee - Assessors Tax Parcel No. 537920-0175 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner (Grantor) of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage and Utilities Easement over, across, along in upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND LYING WITHIN THE EASTERN MOST 10 FEET OF THE FOLLOWING DESCRIBED PARCEL; BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System and Utilities, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System and Utilities at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System and Utilities. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System and Utilities. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of ,2018. Property Owner / Grantor / Grantee STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Henry Buu Doan is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: 0400 City of Tukwila Department of Community Development RECEIVED FEB 2 2018 TUKWILA PUBLIC WORKS IT ROUTING USE ERM FORM TO: ublic Works Fire Dept. 0 Police Dept. D Parks/R eC Building Planning Project: Stevens Short Plat -Final Signatures Address: 16659 53`d Ave S, Tukwila WA 98188 Date transmitted: 02/12/2018 Staff Jonathan Joseph coordin Planning Intern Response 02/19/2018 requested by: Date response received: ator: an laps conflict with your ADOPTED development Please specify how the attached p the types of changes you made to the REVIEWERS: , plan youchawant needed. regulations, including citations. Be specific in dhecactual requirement and p plans. When referencing codes, please identify supplant each department's ability to administer orta t o ts own The Planning Division review does not supp at the Planning review stage is imp m nimi e significants and p ermits. However, project consistency re desi n changes. More than minimal desigea his further rev ew is e further Planning minimize oiew later g a City requirement. Commission review, even if alteration is required to satisfy typically a minimum 60-day process. not required by an adopted development meuhod used MUST identify Re th impact being based ongSEPA (e.g., basis for requiring mitigation, and thewater the impaca mitigated, the policydnt. required.alculate Calculations of project impacts andbeh equir mitigation the requiredapp(e.g., the mitigation capacity, road level of service analyses, or turning analyses) may (Attach additional comment sheets and/or support materials as needed.) Plan check date: Qb c� : c 3 2 /S Comments prepared by: 46 Update date: 0400 TO: Building City of Tukwila Department of Community Development File Number L17-0012 LAND USE PERMIT ROUTING FORM Planning Public Works Fire Dept. n Police Dept. 10 Parks/Rec Project: Stevens Short Plat -Final Signatures Address: 16659 53rd Ave S, Tukwila WA 98188 Date transmitted: 02/12/2018 Response 02/19/2018 requested by: Staff Jonathan Joseph coordinator: Planning Intern Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments Update date: prepared by: City of Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 RECEIVED FEB 12 2018 TUKWILq PUBLIC WORKS Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. Date: 0 /067/ g Permit Number: -C)C1/7.-- Project Name: 4vc y2 5 shy +7- Project Address: i ,S 34 /A LA k ;1l l L a % (, / /- - (t / F � v Project Contact: 1'.14 S� VP,/ Contact Phone number: `; —953 - c ,, P1� - q- -12gZ City Planner: PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval ❑ Response to letter requesting additional information (Please attach a copy of the letter) Final Short Plat Submittal Summary of revision/response submittal: VI al Received at the City of Tukwila Permit Center by:'` , ❑ Entered in TRAKiT on Fmu W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps t flandbnli\Revision Submittal Form.doc Revised: March 2014 City of Tukwila REVISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. Date: n7, /()// g Permit Number: Project Name: 4_,ev_er-i5 Soo (Flat Project Address: 146 554 A s_ �(t f 1f (la_i_44/4_at3144_ Project Contact:,�'1' Sh7.t4P, 5 Contact Phone number: ZC3 / 25' Ram fkaAA ° 20tC-11-1410- City Planner: PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval ❑ Response to letter requesting additional information (Please attach a copy of the letter) lit Final Short Plat Submittal Summary of revision/response submittal: FTY1, ►( 4—p[ k Received at the City of Tukwila Permit Center by: Entered in TRAKiT on FFC 0 5 am A p .r' W:\@SHAREPOINT FOLDER RESTRUCTURE Uteterence\APPLICATIONS - Land Use Apps &Handouf5\Revision Submittal Form.doc Revised: March 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206-431-3670 fax 206-431-3665 E—mail: fukplan©fukwila,wa.us SANS STEVENS SHORT PLAT NO. L17-0012 CITY OF TUKWILA KING COUNTY, WASHINGTON DECLARATION Know all people by these presents that we, the undersigned owners in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further didvided in any manner within a period of five years from the date of recording, without the filing of a final plot. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent land in accordance with the desires of the owner(s). IN WITNESS WHEREOF we set our hands and seals. DOAN HENRY BUU STATE OF WASHINGTON County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment evpires RECORDER'S CERTIFICATE filed for record this day of 2018.at M in book of at page at the request of the City of Tukwillo. Deputy Director, King County Director, King County Assessor ORIGINAL LEGAL DESCRIPTIONS BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 8605'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100,00 FEET; THENCE SOUTH 86O5'42" EAST 162.00 FEET; THENCE SOUTH 01'03'56" WEST 100.00 FEET; THENCE NORTH 88'05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BONG KNOWN AS THE SOUTH 100 FEET OF' THE WEST 162 FEET OF TRACT 15, BLOCK 2 , McMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) NEW LEGAL DESCRIPTIONS PARCEL A THE NORTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56' EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 86'05'42" EAST 162.00 FEET; THENCE SOUTH 01'03'56" WEST 100.00 FEET; THENCE NORTH 88'05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 , McMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF,) SUBJECT TO AND TOGETHER WITH A 6 FOOT WIDE EASEMENT ACROSS 'THE EAST 6 FEET OF THE WEST 66 FEET OF PARCEL B. PARCEL B THE SOUTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERTY; BEGINNING AT 'THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 86'05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05'42" EAST 162,00 FEET; THENCE SOUTH 01'03'56" WEST 100.00 FEET; THENCE NORTH 88'05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 , MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) SUBJECT TO AND TOGETHER WITH A 6 FOOT WIDE EASEMENT ACROSS THE EAST 6 FEET OF THE WEST 66 FEET FOR THE BENEFIT OF PARCEL A. PLANNING NOTE: COMPLY WITH CEOTECHNICAL ENGINEERS REPORT, BY A„ES ENGINEERING, LLC. DATED JANUARY 30 2017, REVISED FEBRUARY 6, 2017 AND SUBSEQUENT REPORT.. SANITARY EASEMENT AND MAINTENANCE AGREEMENT NOTE: THE COST OF MAINENANCE, REPAIR OR RECCONSTUCTION OF THAT PORTION OF THE SEWER USED IN COMMON. LOCATED INSIDE THE 6' PRIVATE SEWER EASEMENT, SHALL BE BORNE IN EQUAL SHARES' EXCEPT THAT THE OWNERS OF ANY LOWER PARCELS SHALL NOT BE RESPONSIBLE FOR THE PART OF THE SEWER ABOVE THEIR CONNECTION; AND WHEN NECESSARY TO REPAIR, CLEAN OR RECONSTRUCT THE SEWER, THE PARTIES 1'0 THIS AGREEMENT SHALL HAVE THE RIGHT OF ENTRY FOR THAT PURPOSE. PRIVATE STORM DRAINAGE & UTILIIES EASEMENT AND MAINTENANCE NOTE: THIS SHORT PLAT CONTAINS AN EASEMENT FOR STORM DRAINAGE AND UTILITIES ACROSS THE EASTERN MOST 10' OF PARCELS A & 8 FOR THE BENEFIT OF THE OWNERS OF PARCELS A & 6 OF THIS SHORT PLAT. OWNERSHIP OF PARCELS A & B WITHIN THIS SHORT PLAT SHALL BE RESPONSIBLE FOR THE MAINENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVE— MENTS CONTAINED THEREIN. NOTE: ALL FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED. NOTE: ALL WATER METERS AND LINES SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER REQUIREMENTS. DRYCO Surveying, Inc. 827 MAIN ST. SUITE A SUMNER, WA. 98390 (253) 826-0300 FAX (253) 826-9703 DRYCO SURVEYOR'S CERTIFICATE: I, G. ?HIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MACE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. G. PHIL SARGENT P.L.S. 34145 RECORDING NO. VOL./PAGE SCALE: PORTION OF SW 1/4 of NW 1/4, S 26, T. 23 N, R. 4 E APPROVALS: KING COUNTY ASSESSOR'S APPROVAL Examined and approved by this department this ---- day of — , 2018. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ASSESSOR'S PARCEL NUMBER 5379200175 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certifies for filing this dory of ---, , 2018. Chairperson. Short Subdivision Committed SANS STEVENS DWN. BY GPS DATE 2/2/2018 JOB NO. 2016062 CHKD. BY SCALE 1" = 30' SHEET 1 OF 2 L'll-OOf2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206-431-3670 fax 206-431-3665 E—mail: tukplan©tukwtla.wa.us SHORT PLAT NO. L17-0012 9v-113 FnraS,n t,rrr S. 168th St. Mon •4.5 _ (57n�'" _il Oct. 2016 '- -—.. SANS STEVENS ASSESSOR'S PARCEL NUMBER 5379200175 S. 1661h St. Encased ;,n- Nor 4/.5" Pin Lrt o)tb 1U" Private Storm Urmnoge & Utilities Easement & Mointenonce Agreement Kin, Cot.rty zecorcirg 1!` ---NEB'03"1' IE2.t12 -- --- eser---. --- I. PARCEL A ,31,o: s th9'0i5; w 152,02 ac2L —_`- 1 5' Privcte - S;wor Ecoemont PARCEL J 810''. SF 1 1 NER'03s6'W 1 .02_i . W.60035816 9521)2' 1.943 rA EFOC61o; 122.02 1 20'1 i N59'03155'11 E.02' S. 170th St. Encased [DocMonOct. eJ 5'2018 P;n '-` ' RECORDING NO. VOL./PAGE 1 SCALE: 1" = 30' N = GRAPHIC SCALE 1"=30' 0 30 50 90 PORTION OF SW 1/4 of NW 1/4, S 26, T. 23 R. 4 F LEGEND 0 MONUMENT FOUND THIS SURVEY • PROPERTY CORNER FOUND THIS SURVEY VERTICAL DATUM WOS SURVEY nATA WAREHOUSE VERTICAL CONTROL MONUMENT 1193V-913 ENCASED .5" PIN IN CONCRETEIN THE MOST SOUTHERLY INTERSECTION OF 51st AVE. S. 6 S. 1b8th ST. OF MILITARY ROAD & SOUTH 170th STREET. ELEV=312.24 NAV088 RECORDER'S CERTII-ICAIE filed for record this clay of 2018..at M in book of at page at the request of the City of Tukwilla. Deputy Director. King County Director, King County Assessor DRYCO DRYCO Surveying, Inc. 827 MAIN 5T. SUITE A SUMNER, WA. 98390 (253) 826-0300 FAX (253) 826-9703 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS SHORT PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED HY MC, OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND A.NGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS PLACED ON THE GROUND AS rrP1(TE11) ON Mr Pt At. C. PHIL SARGENT P.L.S. 34115 SANS STEVENS OWN. BY GPS DATE 2/2/2018 JOB NO. 2016062 SURVEYED OCT. 2016 SCALE SHEET 1" 30 2J MI1-dot2 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard. Tukwila, WA 98188 Grantor: Henry Buu Doan Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the SW 1/4 of the NW '/4, Sec. 26, T. 23 N., R. 4 E., WM. Full Legal Description: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Assessor's Tax Parcel ID Numbers: 537920-0175 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Henry Buu Doan, 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. Page 1 of 4 r ►' FEB 05 MO WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Building permit approval under Building permit no. D16-0330 and Short Plat approval under L17-0012 for the Property. WHEREAS, Grantor has performed a geological reports and evaluations, prepared by Ages Engineering, LLC dated January 30, 2017; revised February 6, 2017. 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 Page 2 of 4 Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individual has caused this instrument to be executed this day of , 2018. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Henry Buu Doan is the person who appeared before me, and said individual acknowledged that he/she signed this instrument and acknowledged it to be his/her 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 , 2018. 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 , 2018 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, 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 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206-431-3670 fox 206-431-3665 SHORT PLAT NO. LI-7-ool'L CITY OF TUK KING COUNTY, TON DECLARATION Know all people . by these presents that we, the undersigned owners in fee simple of the land herein described do hereby' make a short subdivision thereof pursuant to RCW 58.17.060 dnd acknowledge that said subdivision shall not be further didvided in any manner within a period of five years from the date of recording, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent land in accordance with the desires of the owner(s). IN WITNESS WHEREOF we set our hands and seals. STATE OF WASHINGTON County • of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires STATE OF WASHINGTON County of I certify that I know or hove satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act fur the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires ORIGINAL LEGAL DESCRIPTIONS BEGINNING AT THE WEST QUARTERCORNER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'05'42' EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03'56' EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05.42' EAST 162.00 FEET; THENCE SOUTH 01'03'56' WEST 100.00 FEET; THENCE NORTH 8005'42'. WEST 182.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH. 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 . MCMICKEN HEIGHTS DMSION 1. ACCORDING TO THE UNRECORDED PLAT THEREOF.) NEW LEGAL DESCRIPTIONS PARCEL A THE NORTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERLY: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88'05'42' EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01'03.56' FAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03'56" EAST 100.00 FEET; THENCE SOUTH 88'05'42' FAST .162.00 FEET; THENCE SOUTH 01'03'56' WEST 100.00 FEET; THENCE NORTH 8805'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 , MoMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B THE SOUTH 50 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26 TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 0805'42' FAST ALONG THE EAST WEST CENTERLINE OF 1Aln SECTION A DISTANCE OF 554.00..E1_ET; THENCE Nerra 01'03'56 EAST PARt1EL To. THE WEST LINE OF SAID SECTION DISTANCE. OF 30 FEET TO THE TRUE POINT OF BEGINNING FEET; THENCE CONTINUING NORTH 01'03.56" EAST 100.00 FEET; THENCE SOUTH 8835'42' EAST 162.00 FEET; THENCE SOUTH D1'03'56' WEST 100.00 FEET; THENCE NORTH 88'05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN A5 THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2 . McNICKEN HEIGHTS DMSION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) RECORDING NO. RTISrTFL'1F VOL./PAGE 1/4 of( W))// , S 26, T. 23 N, R. 4 E OR'S APPROVAL Examined and approved by this deportment this day of - 2017. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ASSESSOR'S PARCEL NUMBER 5379200175 TUKWILA SHORT SUBOMSION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 2017. Chairperson, Short Subdivision Committee RECEIVED MAR 15 2017 TUKWILA PUBLIC WORKS SOUTH CENTER MALL TUKFILA V'einity Map N.T.S. RECORDER'S CERTIFICATE filed for record this day of 201 7.ot M in book of at page at the request of the City of Tukwilla. Deputy Director, King County Director, King County Assessor DRYCO DRYCO Surveying, Inc. AlF827 MAIN ST. SUITE A SUMNER, WA. 98390 (253) 826-0300 FAX (253) 826-9703 SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE Win/ THE REQUIREMENTS OF THE SURVEY RECORDING ACT. G. PHIL SARGENT P.L.S. 34145 SANS STEVENS SCALE RECEIVE FEB 28 2011 Community SHEET 1= 30' 1 OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone 206.-431-3670 fax 206-431-3665 E—mail: tukplan®tukwlla.wa.us SHORT PLAT NO, i1- 0012) ASSESSOR'S PARCEL NUMBER 5379200175 264 RECORDING NO. VOL./PAGE SCALE: 1" = 30' r in ow lom GRAPHIC SCALE 1'-30' 30 60 90 PO "r kON OF )4W 1/4 of 1/4. S 26, T. 23 N. R. 4 E S. 166th St. Elcased Co --7— Maict. e/201.5"6 Pin Mero35511 15$.(p'. /TO BE REMOVED Encsa 0 Canc ! ;1'7/) Mon a/ 5' Pin $. 108th SL 2 t1 Oct. 2016 _ N 1 —n - ya Sarro356E 19202' 0 SAB ro356E B62A2' 645I5 (FeL) N�— N N N h N S.I170th St. 256 EA*A.t.wr 4 IY ker6r ,,i,e6 AGf mats( K c 14.• m ___ �- 250 Encased Mon/5 Pin Oct. 2015 LEGEND HI MONUMENT FOUND THIS SURVEY • PROPERTY CORNER FOUND THIS SURVEY VERTICAL DATUM WGS SURVEY DATA WAREHOUSE VERTICAL CONTROL MONUMENT #93V-913 ENCASED .5" PIN. IN CONCRETEIN THE MOST SOUTHERLY INTERSECTION OF 51st AVE. 5. 6 S. 168th ST. OF MILITARY ROAO 6 SOUTH 170th STREET. ELEV=312.24 NAV088 RECORDER'S CERTIFICATE filed for record this doy of 2017..ot M in book of - at page at the request . of the City of Tukwillo. Deputy Director, King County Director, King County Assessor SURVEYOR'S CERTIFICATE: AL D R Y C O I, G. PHIL SARGENT, STERED AS A LAND SURVEYOR BY THE ANAACTOA WSURVEY OFE 1 EERTIFY A D THAT DESCRIBEDSHORT HER N, CONDBASED UCCTED BY DRVCo ME, OR UNDER MY SUP RVISION; THAT THE DISTANCES, COURSES AND Surveying) Inc. ANGLES ARE SHOWN HE EON CORRECTLY; ANDTHATMONUMENTS APF827 MAIN ST. SUITE A OTHER THAN THOSE MOWWWWWWUMENTS APPROVED FOR SEDATE, AT A LATER DATE; HAVE BEEN SET D LOT CORNERS PLACED ON THE GROUND SUMNER, WA. 98390 AS DEPICTED ON THE P T. (253) 826-0300 FAX (253) 826-9703 G. PHIL SARGENT P.L.S. 34145 SANS STEVENS URVEYED OCT. 2016 SCALE 1 . = 30 RECEIVED FEB 28 2011 Community pevcloproort NO. 2016062 SHEET 2 OF 2 L17--0012 San Stevens Short Plat Below is the KCA view of the above proposed short plat. Parcel "A" or Lot 1 will retain the existing address. Parcel "B" or Lot 2 will be assigned the address of "16665" 53 Ave S. Parcel "A" Lot 1 r I • u]oi5l Parcel "B" Lot 2 16665 I.3r Ave If you have any questions please let me know. Don `SAMPLE' After recording, please return to: PRIVATE STORM DRAINAGE AND UTILIES EASEMENT AND MAINTENANCE AGREEMENT GRANTOR: San Stevens (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) GRANTEE: San Stevens (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) Grantor Legal Description Grantor - Assessors Tax Parcel No. 537920-0175 Grantee Legal Description Grantee - Assessors Tax Parcel No. 537920-0175 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner (Grantor) of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage and Utilities Easement over, across, along in upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND LYING WITHIN THE EASTERN MOST 10 FEET OF THE FOLLOWING DESCRIBED PARCEL; 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System and Utilities, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System and Utilities at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System and Utilities. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System and Utilities. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2017. Property Owner / Grantor / Grantee STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that xxxxxxxxx is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaclyn Adams , HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: PLANS AND KCA VIEW Was mailed to each of the addresses listed/attached on this 27th day of April , 2017 Project Name: STEV ENS SHORT PLAT Project Number: PL17-0008 Associated File Number (s):L17-0012 Mailing requested by: Jonathan Joseph Mailer's signature: /-a.. W:\USERS\JACKI E\PLANNINGMAILINGS\AFFIDAVITOFDISTRIBUTIONJACKIE.DOCX Jaclyn Adams From: Jaclyn Adams Sent: Thursday, April 27, 2017 3:05 PM To: 'PBG.ENGR@YAHOO.COM' Cc: Jonathan Joseph Subject: Notice of Decision L17-0012 Short Plat Attachments: Notice of Decison_Preliminary Approval.pdf; zz pw private storm drainage and utilities easement 033017 (1).doc; zz pw memo stevens spl jonathan L17-0012 033017.doc; zz hold harmless sao 033017.doc; L17-0012_New_Address.polf Dear Mr. Han Phan, Please find attached a Notice of Decision and attachments for L17-0012 Short Plat at 16659 53rd Ave S, Tukwila WA. If you have further questions about this project please contact the project planner Jonathan Joseph at 206-431-3662 or Jonathan.Joseph@TukwilaWA.gov. Thank you. Jaclyn Adams Administrative Support Specialist) City of Tukwila 6300 Southcenter BI, Suite 100 I Tukwila, WA 98188 T: 206-431-3670 I F: 206-431-3665 Iaclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice i Jaclyn Adams From: Jaclyn Adams Sent: Thursday, April 27, 2017 3:05 PM To: 'Christie.Most@kingcounty.gov' Cc: Jonathan Joseph Subject: Notice of Decision L17-0012 Short Plat Attachments: Notice of Decison_Preliminary Approval.pdf To Interested Parties, Please find attached a Notice of Decision for L17-0012 Short Plat at 16659 53rd Ave S, Tukwila WA. If you have further questions about this project please contact the project planner Jonathan Joseph at 206-431-3662 or Jonathan.Joseph@TukwilaWA.gov. Thank you. Jaclyn Adams Administrative Support Specialist' City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206-431-3670 I F: 206-431-3665 Jaclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF DECISION April 14th, 2017 Henry Doan 321 10th Ave S, APT 717 Seattle, WA 98104 RE: Short Plat L17-0012 16659 53rd Avenue South, Tukwila WA, 98188 Parcel Number 5379200175 Dear Mr. Doan, The Short Subdivision Committee has completed review of your short plat application (No. L17-0012), 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. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Preliminary Approval Conditions 1. Revise Short Plat map sheets 1 and 2 of 2, per red -lined comments (see enclosed) and as listed below: 2. Add permit number L17-0017 to Short Plat Map Sheets 1 of 2 and sheet 2 of 2 3. Short plat sheet 2-Add Sanitary Easement and Maintenance Agreement NOTE on the short plat map. Sample from Valley View Sewer -FOR INFORMATION ONLY. "The cost of maintenance, repair, or reconstruction of that portion of the sewer used in common, located inside the 6' private side sewer easement, shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Notice of Decision -Henry Doan April 4th, 2017 Page 2 above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose." Contact Valley View Sewer District at 3460 s 145th Street, Suite 100, Tukwila WA 98168; 206.242.3236 to verify above language. Valley View Sewer District may require a separate Sanitary Sewer Easement and Maintenance Agreement document to be recorded at the King County Recorder's Office. 4. Provide Private Strom Drainage & Utilities Easement and Maintenance Agreement NOTE on the short plat map. Sample: FOR INFORMATION ONLY "This short plat contains an easement for storm drainage and utilities across the eastern most 10' of parcel A & B for the benefit of the owner of parcels A & B of this short plat. Ownership of said parcels A & B within this short plat shall be responsibility for the maintenance of said easement and the construction, maintenance, repair, and replacement of improvements contained therein." 5. Provide note on FINAL short plat map. "Comply with Geotechnical Engineering Report, By Ages Engineering, LC dated January 30, 2017; revised February 6, 2017 and subsequent geotechnical reports." 6. New legal description for Parcel A & B should include "subject to and together with" -reference the Private Storm Drainage & Utilities Easement 7. New legal description for Parcel A; should include "subject to and together with" -reference to the 6' Private Sanitary Sewer Easement. 8. New legal description for Parcel B; should include "subject to and together with" -reference to the 6' Private Sanitary Sewer Easement. 9. Demolished old structure must be taken off the final plans to be signed. 10. Address for Parcel "B" or Lot 2 will be 16665- 53 Ave S (See Attachment). The addresses should be noted on the short plat. 11. Applicant must complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount of $300 as part of this short plat-(L17-0012). (See Enclosed) Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwitaWA.gov Notice of Decision -Henry Doan April 4th, 2017 Page 3 12. Provide a Draft Copy of the Private Storm Drainage & Utilities Easement within Parcels A & B for the benefit of parcels A & B. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) the Private Storm Drainage & Utilities Easement should include language stating who will maintain the utilities lines, and by what portion 13. 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 14. Demolition permits are required to remove any existing structure. After the demolition is complete, a final inspection must be scheduled and complete. 15. Fire Sprinkler System: An approved automatic sprinkler system shall be installed in new -one family dwellings and townhouses. 16. Fire ladder access The final grading plan must show a flat area below and second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the house, please contact the Tukwila Fire Marshall's Office. Informational Items: 1. The two subject parcels are under different ownership. Both owners will need to sign the final Survey Site Map. 2. Demolition of structures over 200 square feet and/or connected to utilitiies requires a Demolition permit. Please contact the Building Division at 206.431.3670. 3. The applicant shall apply for a Public Works (PW) type 'C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. Staff shall hold a pre -construction meeting with applicant as part of PW permit approval. 4. Future residence requires a sanitary sewer permit from Valley View Sewer District and water service/water meter permit from Water District #125. 5. Proposed homes shall meet TMC 18.50.050 design standards. These will be reviewed at the time of building permit review. 6. Applicant shall contact Post Master at 1.800.275.8777 for mailbox location approval. 7. For short plat developments of four single-family homes of less and individual single-family homes, fire hydrants shall be placed so that a hydrant is no more than 250 feet by line of Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Notice of Decision -Henry Doan April 4th, 2017 Page 4 vehicular travel to the nearest point of the building. For developments greater than four single-family homes, the hydrant shall be no more than 150 feet by line of vehicular travel to the nearest point of the building. NEXT STEPS: 1. Construction permits: Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For City of Tukwila: utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. For utilities provided by other entities, contact the individual providers. 2. Final Approval: Submit documents for final approval. After installing the required site improvements and complying with the conditions of approval submit the necessary short plat documents (survey, legal descriptions, and other required paper work) for city signatures. 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. 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. EXPIRATION OF PRELIMINARY APPROVAL The final approved short plat must be filed with the King County Department of Records within 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Notice of Decision -Henry Doan April 4th, 2017 Page 5 APPEAL RIGHTS This short plat approval decision may be appealed 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. 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 per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. 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 its 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 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If you have any questions about this matter please direct them to the project planner, Jonathan Joseph. He can be reached by phone at 206-431-3670, or Jonathan.Joseph@TukwilaWA.gov. Sincerely, Jack Pace Q hair, Short Subdivision 1 mmittee Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Notice of Decision -Henry Doan April 4th, 2017 Page 6 cc: Bob Giberson, Public Works Director--- ' (please initial your approval) Jay Whittwer, Fire Chief c)�'(please initial your approval) Henry Doan, Owner King County Assessor, Accounting Division Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov MEMORANDUM www.tukwilaAtukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jonathan Joseph, Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: March 30, 2017 SUBJECT: Stevens — 2 Lot Short Plat at 16659 53`d Ave. South TL no. 537920-0175 Short Plat Comments Short Plat — L17-0012 Public Works has the following Preliminary Short Plat comments. 1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L 17-0012. (See enclosed.) Prior to Final Short Plat, the following comments need to be addressed for Public Works. Short Plat Survey Map 1. Short Plat Map sheets 1 and 2 of 2 - Add L 17-0012 to Short Plat Number. 2. Short Plat Map sheet 2 of 2 — Add Sanitary Sewer Easement and Maintenance Agreement NOTE on short plat map. SAMPLE from Valley View Sewer District (for information only) follows — "The cost of maintenance, repair or reconstruction of that portion of the sewer used in common, located inside the 6' private side sewer easement, shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose." Contact Valley View Sewer District at 3460 S. 148th Street, Suite 100, Tukwila, WA 98168; (206) 242-3236 to verify above language. Valley View Sewer District may require a separate Sanitary Sewer Easement and Maintenance Agreement document to be recorded at the King County Recorder's Office. Page 1 of 2 3. Provide Private Storm Drainage & Utilities Easement and Maintenance Agreement NOTE on the short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR STORM DRAINAGE AND UTILITIES ACROSS THE EASTERN MOST 10' OF PARCELS A & B FOR THE BENEFIT OF THE OWNER OF PARCELS A & B OF THIS SHORT PLAT. OWNERSHIP OF SAID PARCELS A & B WITHIN THIS SHORT PLAT SHALL BE RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 4. Provide a draft copy of the Private Storm Drainage & Utilities Easement within Parcels A & B for the benefit of Parcels A & B. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Storm Drainage & Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample — enclosed.) 5. Revise Short Plat Map sheets 1 and 2 of 2, per red -lined comments — see enclosed. 6. Provide note on final short plat map. "Comply with the Geotechnical Engineering Report, by Ages Engineering, LLC dated January 30, 2017; revised February 6, 2017, and subsequent geotechnical reports." 7. New legal descriptions for Parcels A & B; should include `subject to and together with' — reference the Private Storm Drainage & Utilities Easement. 8. New legal description for Parcel A; should include `together with' — reference the 6' Private Sanitary Sewer Easement. 9. New legal description for Parcel B; should include `subject to' — reference the 6' Private Sanitary Sewer Easement. 10. 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 Site Development Plan No comments. Page 2 of 2 `DRAFT' WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: xxxxxxx Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the SW 1/4 of the NW 1/4, Sec. 26, T. 23 N., R. 4 E., WM. Full Legal Description: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 01°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A. DISTANCE OF 30 FEET TO THE TRUE POINT BEGINNING; THENCE CONTINUING NORTH 01°03'56" EAST 100.00 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 01°03'56" WEST 100.00 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Assessor's Tax Parcel ID Numbers: 537920-0175 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between xxxxx, 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 and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). Page 1 of 4 WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said Building permit approval under Building permit no. D16-0330 and Short Plat approval under L17-0012 for the Property. WHEREAS, Grantor has performed a geological reports and evaluations, prepared by Ages Engineering, LLC dated January 30, 2017; revised February 6, 2017. 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. Page 2 of 4 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individual has caused this instrument to be executed this day of , 2017. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that xxxxxxx is the person who appeared before me, and said individual acknowledged that he/she signed this instrument and acknowledged it to be his/her 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 , 2017. 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 , 2017 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, 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 `SAMPLE' After recording, please return to: PRIVATE STORM DRAINAGE AND UTILIES EASEMENT AND MAINTENANCE AGREEMENT GRANTOR: San Stevens (Owner of Parcels A and B City of Tukwila Short Plat No. L17-0012) GRANTEE: San Stevens (Owner of Parcels A and B - City of Tukwila Short Plat No. L17-0012) Grantor Legal Description Grantor - Assessors Tax Parcel No. 537920-0175 Grantee Legal Description Grantee - Assessors Tax Parcel No. 537920-0175 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner (Grantor) of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage and Utilities Easement over, across, along in upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND LYING WITHIN THE EASTERN MOST 10 FEET OF THE FOLLOWING DESCRIBED PARCEL; 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System and Utilities, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System and Utilities at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System and Utilities. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System and Utilities. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine of merger. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2017. Property Owner / Grantor / Grantee STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that xxxxxxxxx is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: Jonathan Joseph From: Jonathan Joseph Sent: Wednesday, March 15, 2017 1:24 PM To: 'pbg.engr@yahoo.com' Subject: Notice of Incomplete Application from the City of Tukwila NOTICE OF INCOMPLETE APPLICATION March 15th 2017 Han Phan 5130 S 16674 Lane SeaTac, WA 98188 RE: Han Phan 16659 53rd Ave S L17-0012 Dear Mr. Phan Your application for two short plat lots located at 16659 53rd Ave. S. has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: a. Affidavit of Ownership and Hold Harmless Permission to Enter Property 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 the Permit Application Types and Procedures Section of the Municipal Code. (TMC 18.104.070(E).) If you have any questions with this matter you may call me at 206.431.3662. Sincerely, Jonathan Joseph Planning Intern City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206-431-3662 I F: 206-431-3665 Jonathan.Joseph@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice 1 t 11 l Tukwila City Limits o o ooType 2 Stream Type 2 Stream in Pipe Type 3 Stream Type 3 Stream in Pipe Type 4 Stream Type 4 Stream in Pipe Type 2 Watercourse Buffer (100') Type 3 Watercourse Buffer (80') Type 4 Watercourse Buffer (50') Fish and Wildlife Habitat Areas Fish and Wildlife Habitat Areas Buffer (100') .e• .o SW 23 123 104 SW 26 1 23 104 Potential Wetlands 111111 Category II Wetland Category III Wetland Category IV Wetland Category II Wetland Buffer (100') Category III Wetland Buffer (80') ® Category IV Wetland Buffer (50') NW Quarter 26/23/04 City of Tukwila Wetland, Watercourse & Buffer Maps Printed August 11, 2011 The mapping of areas of potential geologic instability is approximate On site verification of topography & geology is necessary. Wetland sizes & locations are approximate only & watercourses shown on this map have not been surveyed. GIS T Kwlta 1"=400' December 2010 CITY OF TUKWII,A Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, age ts, engineers, cons actors or other representatives the right to enter upon Owner's real property, located at �i q�, �i'rl fp .�� j ( �[�- Gj f �1 RQ 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 I U k v6l L i4 (city), i1 k (state), on 11/1.V9 RU4 G a , 20 i 1 (Print Name) 39.1 to Hue s � 4- 717 (Address) 6- 811 - 6‘ (Phone Ngmber) (Signature) On this day personally appeared before me fn -D0C-C lf\ to me known to be the individual who executed the foregoing instrument and acknowledged that he/sh signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS - DAY OF ? rC & , 20 (7 LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 T/ARY PUBLIC in and tor the State of Washington residing at /'1 e At&br1\ My Commission expires on ns51i fir Dryco Sueveying Inc. 827 West Main Street, Suite A Sumner WA 98390 253-826-0300 Friday, February 17, 2017 11:46:35 AM PROJECT: Z:\Projects\2016\2016062\2016062sp.pro CLOSURE REPORT PARCEL 1 Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chordlengths as indicated herein. Boundary Name: Point Number Description Station Northing Easting Bearing Distance 13 S01°04'24"W 234 N88°03'56"W 233 N01°04'24"E 12 S88°03'56"E 13 50.01 ' 162.02 ' 50.01 ' 162.02 ' 0+00.0 10102.1077 15828.1885 0+50.0 10052.1065 15827.2517 2+12.0 10057.5756 15665.3241 2+62.0 10107.5768 15666.2609 4+24.0 10102.1077 15828.1885 Closing bearing = N90°00'00"W Closing distance = 0.00000 Total traverse length = 424.06 (424.05) Total error of closure = 1/999999 Area = 8101 SF Area = 0.19 Acres 1V, FEB 28 2011 Community Development Dryco Sueveying Inc. 827 West Main Street, Suite A Sumner WA 98390 253-826-0300 Friday, February 17, 2017 11:47:42 AM PROJECT: Z:\Projects\2016\2016062\2016062sp.pro CLOSURE REPORT PARCEL 2 Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Point Number Description Station Northing Easting Bearing Distance 8 N88°03'56"W 10 N01°04'24"E 233 S88°03'56"E 234 S01°04'24"W 8 162.02 ' 50.01 ' 162.02 ' 50.01 ' 0+00.0 10002.1139 15826.3151 1+62.0 10007.5831 15664.3874 2+12.0 10057.5843 15665.3242 3+74.0 10052.1152 15827.2519 4+24.0 10002.1139 15826.3151 Closing bearing = N90°00'00"W Closing distance = 0.00000 Total traverse length = 424.06 (424.05) Total error of closure = 1/999999 Area = 8101 SF Area = 0.19 Acres Ages Engineering, LLC A Geotechnical and Environmental Services, LLC P.U. Box 935 Puyallup, WA. 98.371 (253) 845-7t1EX) ww w. agesengjneering.com PRELIMINARY GEQTECHNICAL REPORT Stevens Residential 16659 — 53"d Avenue S. Tukwila, Washington Parcel Number: 5379200175 Project No, A-1317 Prepared For: San Stevens P. 0. Box 46002 Seattle, Washington 98146 January 30, 2017 Revised February 6, 2017 ,D FEB 28 2011 Community Development Ages Engineering, LLC A Geotechnical and Environmental Services LLC P.a. AoK 935 Puyallup, WA. 98371 Main (253) 845-7000 www. a gesengineering. corn January 30, 2017 Revised February 6, 2017 Project No. A-1317 San Stevens P. O. Box 46002 Seattle, WA. 98146 Subject: Preliminary Geotechnical. Report Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington PN: 5379200175 Dear Ms. Stevens, As requested, we have conducted a preliminary geotechnical study for the subject project. The attached report presents our findings and recommendations for the geotechnical aspects of project design and construction. Our field exploration indicates the site is generally underlain with 1.0 to 2.0 feet of organic -laced. soils overlying light brown silty sand with gravel consistent with glacial till. We encountered 2.5 feet of dark brown gravel with silt and sand overlying the glacial till in the northeast site corner. In general, the till was medium dense andweathered in the upper 3.0 to 4.0 feet. The dense unweathered glacial till was encountered at depths ranging from 4.0 to 8.0 feet below surface grades. We observed light groundwater seepage at 3.0 to 4.0 feet below surface grades. In our opinion, the soil and groundwater conditions at the site are suitable for the planned development. The new structures can be supported on typical spread footing foundations bearing on the organic -free native soils observed at depths ranging from 1.0 to 2.0 feet below surface grades. Detailed recommendations addressing these issues and other geotechnical design considerations are presented in the attached report. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Ages Engineering, LLC Page 1 253-845-7000 Respectfully Submitted, Ages Engineering, EEC 24-20r7 Bernard P. Knoll, II Principal BPK:bpk Project Number: A-1317 Project Name: Stevens Residential Date: January 30, 2017 Revised February 6, 2017 Ages Engineering, LI.C. Page 2 253-845-7000 TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION ..............................................................1. 2.0 SCOPE............................................................ 1 3.0 SITE CONDITIONS .................................... 2 3.1 Surface ................................. ......... 2 3.2 Soils ................................ 3.3 Mapped Soils 3 3.4 Groundwater 3 4.0 GEOLOGIC HAZARDS3 4.1 General 3 4.2 Seismic 4 4.4 Erosion................................................................................ 4 5.0 CONCLUSIONS AND RECOMMENDATIONS .............................4 5.1 General ...................................................... .............. 4 5.2 Drainage Ditch and Slope Stability ................................................. 5 5.3 Site Preparation and Grading.......................................................5 5.4 Excavations 7 5.5 Foundations .7 5.6 Slab -on -Grade Floors ............ . ........ . ........ . ... . . 8 5.7 Lower level and Building Walls9 5.8 Storm water ......... . ...... 9 5.9 Drainage ................................................... 10 6.0 ADDITIONAL SERVICES 10 7.0 LIMITATIONS .................................... ........................................10 Figures Site Vicinity Map Figure 1 Exploration Location Plan Figure 2 Geologic Map Figure 3 Appendix Site Exploration Appendix A Ages Engineering, LLC Page 1 253-845-7000 Preliminary Geotechnical Report Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington 1.0 PROJECT DESCRIPTION The project will consist of a residential development. We were provided with a topographic survey and a preliminary site plan showing the existing site grades and the planned site development. Based on the plans provided to us, we understand the site will be developed with two new single-family residences located in the eastern end of the site. The existing residence on the site will be removed. Access to the site will be from 53rd Avenue South located along the eastern end of the site. Finish site grades are currently not available. However, based on our experience with similar projects, we expect cuts and fills of up to 4.0 feet in depth will be necessary to construct the new residences. Storm water collected on the site will likely discharge to the existing stormwater system located adjacent the site. We expect the new residences will be two- to three --story wood -framed structures with raides floors constructed over a crawl space. The attached garages will have slab -on -grade floors. Foundation loads should be relatively light, in the range of 1 to 3 kips per lineal foot for bearing walls and up to 25 kips for isolated column footings. The conclusions and recommendations presented in this report are based on our understanding of the above stated site and the planned project design features, If actual site conditions differ, the planned project design features are different than we expect, or if changes are rnade, we should review them in order to modify or supplement our conclusions and recommendations as necessary. 2.0 SCOPE On January 12, 2017, we excavated three hand -augured test holes to a maximum depth of 9.0 feet below surface grades. Using the information obtained from our subsurface exploration, we developed geotechnical design and construction recommendations for the project. Specifically this report addresses the following: • Reviewing the available geologic, hydrogeologic and geotechnical data for the site area, and conducting a geologic reconnaissance of the site area. • Addressing the appropriate geotechnical regulatory requirements for the planned site development, including a Geologic Hazard evaluation. • Advancing three test holes in the planned new development area to a maximum depth of approximately 9.0 feet below surface grades. • Providing geotechnical recommendations for site grading including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as Ages Engineering, LLC Page I 253-845-7000 structural fill, temporary and permanent cut and fill slopes, and drainage and erosion control measures. • Providing geotechnical recommendations ;For design and construction of new foundations and floor slabs, including allowable bearing capacity and estimates of settlement. • Providing geotechnical recommendations for lower level building or retaining walls, including back -fill and drainage requirements, lateral design loads, and lateral resistance values. • Providing recommendations for site drainage. It should be noted that our work does not include services related to environmental remediation or design and performance issues related to moisture intrusion through walls. An appropriate design professional or qualified contractor should be contacted to address these .issues. 3.0 SITE CONDITIONS 3.1 Surface The subject site area is a rectangular -shaped residential parcel located at 16659 — 53rd Avenue South in Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the northeastern corner of the site. The site is bordered with residential lots to the north, and west, a roadway easement to the south, and by 53rd Avenue South to the east. A storm water drainage ditch exists between the subject site and the roadway easement located along the south side of the site. The location of the site is shown on the Site Vicinity Map provided in Figure .l. In general surface grades in the vicinity of the site slope down to the east. To the west of the site, the surface slopes down to the east at inclinations ranging from 15 to 22 percent. The main portion of the subject site slopes down to the east at surface grades ranging from 2 to 5 percent. A drainage ditch exists along the south end of the site. The ditch descends to the east at an approximate 1.0 percent grade. The side slopes of the ditch range in height from 2.0 to 6.0 feet. Site vegetation consists of typical landscape bushes and trees with some native growth along the southern property line. The underbrush in the native areas, including the drainage ditch, is relatively thick bushes and blackberry bushes. 3.2 Soils The soils we observed at the site generally consist of 1.0 to 2.0 feet of topsoil overlying light brown silty sand with gravel consistent with glacial till. In Test Hole TH-1, located in the northern end of the site, we encountered 2.0 feet of dark brown topsoil overlying light brown silty sand with gravel consistent with glacial till. In Test Hole TH- 2, located in the southwestern portion of the site. we encountered 1.0 feet of dark brown topsoil overlying light brown silty sand with gravel consistent with glacial till. In Test Hole TH-3, Ages Engineering, I..I..0 Page 2 253-845-7000 located in the southeastern portion of the site, we encountered 1.5 feet of dark brown topsoil overlying dark brown gravel with silt and sand consistent with outwash to a depth of 4.0 feet below surface grades. Below 4.0 feet in Test Hole TH-3, we encountered light brown silty sand with gravel consistent with glacial till. In general, the glacial till observed on the site was medium dense and weathered in the upper 3.0 to 4.0 feet. The dense unweathered glacial till was encountered at depths ranging from 4.0 to 8.0 feet below surface grades. Figures A-1 and A-2 present more detailed descriptions of the subsurface conditions encountered in the test holes. The approximate test hole locations are shown on the Exploration Location Plan provided in Figure 2. 3.3 M.apoed Soils According to The Geologic Map of the Des Moines 7.5' Minute Quadrangle, King County, Washington, by Derek B. Booth and Howard. H. Waldron, the soil in the vicinity of the site is mapped as Glacial Till (Qvt). The glacial till was deposited along the base of the advancing glacial ice and consequently over -ridden by the glacial ice mass. The glacial till, and all units under the till, are typically in a very dense condition, and will exhibit a high shear strength and low compressibility where undisturbed. The near surface soils at the site have been disturbed by natural weathering processes that have occurred since their deposition. No springs or groundwater seepage was observed on the surface of the site at the time of our site visit. A copy of the Geologic Map for the subject site is provided in Figure 3. 3.4 Groundwater We encountered light groundwater seepage in all of the test holes advanced on the site at depths ranging from 3.0 to 4.0 feet below surface grades. We expect the seepage observed is representative of a seasonal perched water table that develops above the glacial till during the wet winter months. The groundwater levels and flow rates will fluctuate seasonally and typically reach their highest levels during and shortly following the wet winter months (October through May). 4.0 GEOLOGIC HAZARDS 4.1 General According to Section 18.45.120 in the City of Tukwila Municipal code defines geologically hazardous areas as follows: "areas of potential geologic instability are classified as follows: 1. Class 1 area, where landslide potential is low, and which slope is less than 15%; 2. Class 2 areas, where landslide potential is moderate, which slope is between 15% and 40%, and which are underlain by relatively permeable soils; 3. Class 3 areas, where landslide potential is high, which include areas sloping between 15% and 40%, and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40%; Ages .Engineering, t,LC Page 3 253-845-7000 4. Class 4 areas, where landslide potential is very high, which include sloping areas with mappable zones of groundwater seepage, and which also include existing mappable landslide deposits regardless of slope". Based on the existing site grades, the slopes on the site are less than 15 percent. Based on these existing site grades, the site is classified as "Class 1" - areas where the landslide potential is low. 4.2 Seismic The state of Washington has adopted the International Building Code (IBC). Based on the soil conditions encountered and the local geology, site class "C" can be used in structural design. This correlates to Soil Profile Type Sc in the older Uniform Building Code (UBC). This is based on the inferred range of SPT (Standard Penetration Test) blow counts for the upper 100 feet of the site relative to hand excavation progress and probing with a'.i2-i.nch diameter steel probe. rod. The presence of glacially consolidated soil conditions were assumed to be representative for the site conditions beyond the depths explored. 4.3 Erosion Temporary Erosion and Sediment Control (TESC) measures must be in place prior to and maintained during construction activity at the site. In our opinion, the potential for erosion is not a limiting factor in site development. Erosion hazards can be mitigated by applying Best Management Practices (BMPs) outlined in the Washington State Department of Ecology's (Ecology) Stormwater Management Manual for Western Washington. Temporary Erosion and Sediment Control (TESC) measures, as required by the City of Tukwila, should be in place prior to the start of construction activities at the site. 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 General Based on our study, in our opinion, soil and groundwater conditions at the site are suitable for the proposed development. The new structures can be supported on conventional spread footings bearing the organic -free site soils observed below a depth of 2.0 feet. Floor slabs and pavements should be similarly supported. Due to the location of the existing drainage ditch located along the south end of the site, we expect foundation excavation for the new southern residence may encounter a significant amount of ground water seepage and/or surface water if the ditch is flowing at the time of construction. To facilitate foundation excavation and construction, the water in the ditch may need to be temporarily rerouted. After construction is complete and the foundations are backfiiled, the water can be released back into the ditch and the ditch can be re -vegetated. Ages Engineering_ I.LC Page 4 253-845-7000 The native soils encountered at the site contain a high enough percentage of fines (silt and clay - size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities will take place during the winter season, the owner should be prepared to import free -draining granular material for use as structural fill and backfill. The following sections provide detailed recommendations regarding these issues and other geotechnical design considerations. These recommendations should be incorporated into the final design drawings and construction specifications. 5.2 Drainage Ditch and Slope Stability The drainage ditch that exists along the south end of the site descends to the east at an approximate 10 percent grade. The side slopes of the ditch range in height from 2.0 to 6.0 feet. The side slopes of the ditch are currently stable. However, if the ditch remains in its current configuration, foundation excavation in this area may encounter a significant amount of surface water and ground water seepage if water is flowing in the ditch at the time of construction, and the slope stability and foundation subgrade stability may be affected. The drainage ditch currently carries surface water from the west down to an existing catch basin located slightly south of the sites' southeastern corner. The centerline of the ditch is located on the subject site approximately 4.5 .feet north of the sites' southern property line, and 5.5 south of the southern foundation for one of the new residences planned on the site. Based on these dimensions, we expect foundation excavation in this location will encounter a significant amount of surface water and ground water if there is water flowing in the ditch at the time of construction. The side slopes of the drainage ditch are currently stable. However, due to the surface water that may be flowing in the ditch, and the potential groundwater seepage, foundation excavation for the southern residence may decrease the stability of these slopes; as well as the foundation subgrade soils. If the ditch remains in its current location, the water in the ditch will need to be temporarily rerouted until foundation excavation and construction is complete. After construction is complete and the foundations are backfilled, the water can be released back into the ditch and the ditch can be re -vegetated. 5.3 Site Preparation and Grading To prepare the site for construction, all vegetation, organic surface soils, and other deleterious materials including any existing structures, foundations or abandoned utility lines should be stripped and removed from the new development areas. Organic topsoil will .not be suitable for use as structural fill, but may be used for limited depths in non-structural areas. The existing organic -laced soils observed in the upper 1.0 to 2.0 feet of the site will not be suitable for support of structural elements in their current condition. Prior to construction, these organic soils should be removed from under new foundation, floor slab, and .pavement areas. Ages Engineering, EEC Page 5 253-845-7000 Once clearing and stripping operations are complete, cut and fill operations can be initiated to establish desired grades. In order to achieve proper compaction of structural fill, and to provide adequate foundation and floor slab support, the existing subgrade must be in a stable condition. Prior to placing structural fill, and to prepare the foundation subgrade, all exposed surfaces should be compacted with heavy vibratory compaction equipment to determine if any isolated soft and yielding areas are present. If excessively soft or yielding areas are present, and cannot be stabilized in place by compaction, they should be cut to fum bearing soil and filled to grade with structural fill. if the depth to remove the unsuitable soil is excessive, using a geotextile fabric can be considered, such as Mirafi HP270 or an approved equivalent, in conjunction with structural fill. In general, a minimum of 18-inches of clean, granular structural fill over the geotextile fabric should establish a stable bearing surface. A representative of Ages Engineering, LLC should observe the foundation subgrade compaction operations to verify that stable subgrades are achieved for support of structural elements. Our study indicates the native surface soils encountered at the site contain a sufficient enough percentage of fines (silt and clay -size particles) that will make themdifficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. if grading activities are planned during the wet winter months, or the on - site soils become too wet to achieve adequate compaction, the owner should be prepared to import a wet -weather structural fill. For wet weather structural fill, we recommend importing a granular soil that meets the following gradation requirements: U. S. Sieve Size Percent Passing flinches 100 No. 4 75 maximum No. 200 5 maximum* * Based on the A inch fraction Prior to use, Ages Engineering, LI,C should examine and test all materials to be imported to the site for use as structural fill. Structural fill should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soils' laboratory maximum dry density as determined by American Society for Testing and Materials (ASTM) Test Designation :D-1557 (Modified Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this same ASTM standard. In non-structural areas, the degree of compaction can be reduced to 90 percent. Ages Engineering, LLC 253-845-7000 Page 6 5.4 Excavations All excavations at the site associated with confined spaces, such as utility trenches and lower level building and retaining walls, must be completed in accordance with local, state, and/or federal requirements. Based on current Washington State Safety and Health Administration (WSHA) regulations, the existing medium dense soils observed in the upper portions of the site and would be classified as Type C soils. The deeper dense glacial till soils would be classified as Type A soils. According to WSHA, for temporary excavations of less than 20 feet in depth, the side slopes in Type C soils should be laid back at a slope inclination of 1.5:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope and the side slopes in Type A soils should be laid back at a slope inclination of 0.75:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope. All exposed slope faces should be covered with a durable reinforced plastic membrane during construction to prevent slope raveling and rutting during periods of precipitation. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the excavation slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if construction materials will be stockpiled along the slope crest. If these safe temporary slope inclinations cannot be achieved due to property line constraints, shoring may be necessary. This information is provided solely for the benefit of the owner and other design consultants, and should not be construed to imply that Ages Engineering, LLC assumes responsibility for job site safety. It is understood that job site safety is the sole responsibility of the project contractor. 5.5 Foundations The new residential foundations may be supported on conventional spread footing foundations bearing on the existing organic -free soils observed below depths ranging from 1.0 to 2.0 feet below surface grades, or on new structural fill placed above the existing site soils. Foundation subgrades should be prepared as recommended in the "Site Preparation and Grading" section of this report. The existing drainage ditch located along the south end of the site has the potential to affect the foundation subgrade for the south residence if there is water flowing in the ditch at the time of construction. If the ditch remains in its current location, any water in the ditch will need to be temporarily rerouted until foundation excavation, construction, and backfilling is complete. Mier construction is complete and the foundations are backfilled, the water can be released back into the ditch and the ditch can be re -vegetated. Perimeter foundations exposed to the weather should bear at a minimum depth of 1.5 feet below final exterior grades for frost protection. .Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing new foundations for a net allowable bearing capacity of 2,500 pounds per square foot (psi). For short-term loads, such as Ages Engineering, LLC Page 7 253-845-7000 wind and seismic, a one-third increase in this allowable capacity can be used. With the anticipated loads and this bearing stress applied, building settlements should be less than one-half inch total and one -quarter inch differential. For designing foundations to resist lateral loads, a base friction coefficient of 0.35 can be used. Passive earth pressures acting on the sides of the footings can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pounds per cubic foot (pcf). We recommend not including the upper 12 inches of soil in this computation because it can be affected by weather or disturbed by future grading activity. This value assumes the foundations will be constructed neat against competent soil and backfilled with structural fill, as described in the "Site Preparation and Grading" section of this report. The values recommended include a safety factor of 1.5. Foundation Parameter Summary Description *Design Value Net Allowable Bearing Capacity 2,500 psf Friction Coefficient 0.35 Lateral Resistance 300 pcf *Details regarding the use ot'these parameters are provided in the section ahoee. 5.6 Slab -On -Grade Slab -on -grade floors should be supported on subgrades prepared as recommended in the "Site Preparation and Grading" section of this report. As discussed in. the Site Preparation and Grading section of this report, the existing organic -laced soils observed in the upper 1.0 to 2.0 feet of the site will not be suitable for support of the floor slab. Prior to construction, these existing organic soils should be removed from under planned slab -on -grade floor areas. Immediately below the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free -draining, coarse sand or fine gravel that has less than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slabs. The drainage material should be placed in one lift and compacted to a firm and unyielding condition. The capillary break layer will not prevent moisture intrusion through the slab caused by water vapor transmission. Where moisture by vapor transmission is undesirable, such as covered floor areas, a common practice is to place a durable plastic membrane on the capillary break layer and then cover the membrane with a layer of clean sand or fine gravel to protect it from damage during construction, and aid in uniform curing of the concrete slab. It should be noted that if the sand or gravel layer overlying the membrane is saturated prior to pouring the slab, it will not assist in uniform curing of the slab, and may serve as a water supply for moisture transmission through the slab and affecting floor coverings. Additionally, if the sand is too dry, it can Ages Engineering, TIC Page 8 253-a45-7000 effectively drain the fresh concrete, thereby lowering its strength. Therefore, in our opinion, covering the membrane with a layer of sand or gravel should be avoided. 5.7 Lower Level and Building Walls The magnitude of earth pressure development on below -grade walls, such as basement or retaining walls, will greatly depend on the quality of the wall backfill and the wall drainage. We recommend placing and compacting wall backfill as structural fill. Wall backfill below structurally loaded areas, such as pavements or floor slabs, should be compacted to a minimum of 95 percent of its maximum dry density, as determined by ASTM Test Designation D-1557 (Modified Proctor). In unimproved areas, the relative compaction can be reduced to 90 percent. To guard against hydrostatic pressure development, drainage must be installed behind the wall. We recommend that wall drainage consist of a minimum 12 inches of clean sand and/or gravel with less than three percent fines placed against the back of the wall. In addition, a drainage collector system consisting of 4-inch perforated PVC pipe should be placed behind the wall to provide an outlet for any accumulated water. The drains should be provided with cleanouts at easily accessible locations. These cleanouts should be serviced at least once every year. The wall drainage material should be capped at the ground surface with I -foot of relatively impermeable soil to prevent surface intrusion into the drainage zone. Alternatively, the 12-inch wide drainage layer placed against the back of the wall can be replaced with a Mirafi G100N Drainage Board, or an approved equivalent. If drainage board is used, the 4-inch perforated PVC pipe should be covered with at least 12 inches of clean washed gravel and the drainage board should be hydraulically connected to drainpipe and surrounding gravel. With wall backfill placed and compacted as recommended and the wall drainage properly installed, unrestrained walls can be designed for an active earth pressure equivalent to a fluid weighing 35 pcf. For restrained walls, an additional uniform lateral pressure of 100 psf should be included. These values assume a horizontal backfill condition and that no other surcharge loading, such as traffic, sloping embankments, or adjacent buildings, will act on the wall. If such conditions exist, then the imposed loading must be included in the wall design. Friction at the base of the wall foundation and passive earth pressure will provide resistance to these lateral loads. Values for these parameters are provided in the "Foundations" section of this report. Lower Level Building and Retaining Wall Parameter Summary Description Condition *Design Value Earth Pressure Unrestrained 35 pcf Earth Pressure Restrained Additional 100 psf Earth Pressure Surcharge Dependant upon magnitude *Details regarding the use of these parameters are provided in the section above. 5.8 Storm Water The storm water collected in the roof and foundation drains should discharge off of the site to the existing storm water system adjacent the site. Ages Engineering, LLC Page 9 253445-7000 5.9 Site Drainage Surface, Final exterior grades should promote free and positive drainage away from the building area. All ground surfaces, pavements, and sidewalks should be sloped away from the structures. We recommend providing a gradient of at least three percent for a minimum distance of ten feet from the building perimeters, except in paved locations. In paved locations, a minimum gradient of one percent should be provided, unless provisions are included for collection and disposal of surface water adjacent to the structures. Subsurface, We recommend installing a continuous drain along the :lower outside edge of the perimeter building foundations. The foundation drain should be tightlined to an approved point of controlled discharge. The roof drain should not: be connected to the footing drains unless a backflow device will be installed, or an adequate gradient will prevent backflow into the footing drains. Subsurface drains must be laid with a gradient sufficient to promote positive flow to the point of discharge. All drains should be provided with cleanouts at easily accessible locations. These cleanouts should be serviced at least once every year. 6.0 ADDITIONAL SERVICES Ages Engineering, LLC should review the final project designs and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design. if changes are made in the loads, grades, locations, configura- tions or types of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as necessary. We should also provide geotechnical services during construction to observe compliance with our design concepts. specifications, and recommendations. This will allow for expedient design changes if subsurface conditions differ from those anticipated prior to the start of construction. 7.0 LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. This report is the copyrighted property of Ages Engineering, LLC and is intended for the exclusive use of San Stevens and their authorized representatives for use in the design, permitting, and construction portions of this project. Ages Engineering,, LLC Page 10 253-845-7000 The analysis and recommendations presented in this report are based ondata obtained from others and our site explorations, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible. The nature and extent of which may not become evident until the time of construction. If variations appear evident, Ages Engineering, LLC should be requested to reevaluate the recommendations in this report prior to proceeding with. construction. A contingency for unanticipated subsurface conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated during our exploration, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our reconunendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Ages Engineering, I,LC Page 11 253-845-7OOo Ages Approximate Site Location ngineering, LI..,C P. O. Box 9935 Puyallup, WA. 98371 Main (253) g45-7(») www.agesengineering.uom 1', Site Vicinity Map Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington Project No.: A-1317 February 2017 Figure 1 KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 • Ages Engineering, L P. O. Box 935 Puyallup. WA. 98371 Main (253) 845-70(X) www.agesengineering.com C Exploration Location Plan Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington Project No.: A-1317 February 2017 Figure 2 Approximate Site Location Ages Engineering, LLC P. 0. BOK 935 Puyallup, WA 98171 Main (253) 845-7000 www.agesengineering.com Geologic Map Stevens Residential 16659 — 53' Avenue S. Tukwila, Washington Project No.: A-1317 I February 2017 Figure 3 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More than 50% Retained on No. 200 Sieve GRAVEL More than 50% Of Coarse Fraction Retained on No. 4 Sieve GRAVEL WITH < 5 % FINES GW GP Well -Graded GRAVEL Poorly -Graded GRAVEL GRAVEL WITH BETWEEN 5 AND 15 % FINES GW-GM Well -Graded GRAVEL with silt GW-GC Welt -Graded GRAVEL with clay GP -GM Poorly -Graded GRAVEL with silt GP -GC Poorly -Graded GRAVEL with clay GRAVEL WITH > 15 % FINES GM Silty GRAVEL GC Clayey GRAVEL SAND More than 50% Of Coarse Fraction Passes No. 4 Sieve SAND WITH < 5 % FINES SW Well -Graded SAND SP Poorly -Graded SAND SAND WITH BETWEEN 5 AND 15 % FINES SW-SM Well -Graded SAND with silt SW -SC Well -Graded SAND with clay SP-SM Poorly -Graded SAND with silt SP-SC Poorly -Graded SAND with clay SAND WITH > 15 % FINES SM Silty SAND SC Clayey SAND FINE GRAINED SOILS More than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less than 50 ML Inorganic SILT with low plasticity CL Lean inorganic CLAY with low plasticity OL Organic SILT with low plasticity Liquid Limit 50 or more Mti Elastic inorganic SILT with moderate to high plasticity CH Fat inorganic CLAY with moderate to high plasticity Off Organic SILT or CLAY with moderate to high plasticity HIGHLY ORGANIC SOILS PT PEAT NOTES: (1) Soil descriptions are based on visual field and laboratory observations using the classification methods described in ASTM D-2488. Where laboratory data are available, classifications are in accordance with ASTM D-2487. (2) Solid lines between soil descriptions indicate a change in the interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. (3) Fines are material passing the U.S. No. 200 Sieve. Ages Engineering, LLC P. 0. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengi.neering.com Unified Soil Classification System (USCS) Stevens Residential 16659 — 53`d Avenue S. Tukwila, Washington Project No.: A- 1317 February 2017 Figure A -I • Ages .; n X eerie tLC P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 DATE: January 12., 2017 Test Hole TH-1. LOGGED BY: BPK ELEV: Depth (feet) 0 5 Soil Description Notes Other Light brown mottled reddish -orange silty SAND with gravel moist, medium dense. (SM) Weathered Glacial till) Light brown silty SAND with gravel, moist to wet, dense. (SM) (Glacial Till) Test Hole terminated at a depth of 7.0 feet below surface grades. Light groundwater seepage encountered at 3.5 feet Test Hole TH-2 DATE. January 12, 2017 t.txta BY: BPK ELEV: Depth (feet) Soil Description Notes Mato Other 0 5 Light brown mottled reddish -orange silty SAND with gravel moist, medium dense. (SM) Weathered Glacial till) Light brown silty SAND with gravel, moist to wet, dense. (SM) (Glacial Till) Q rest Hole terminated at a depth of 6.0 feet below surface grades. Light groundwater seepage encountered at 4.0 feet Test Hole T11-3 DATE;: January 12, 2017 LOGGED BY: BPK ELEV: Depth (feet) 0 Soil Description Notes Mho Other L earth ;ti* 5 — Light brown mottled reddish -orange silty SAND with gravel moist, medium dense. (SM) Weathered Glacial till) Light brown silty SAND with h gravel, moist, dense (SM) (Glacial Till) Test Fiole tell Mated at a depth of 9.0 feet below surface grades. light groundwater seepage encountered at 3.5 feet FigureA-2 Pro;«t> M. A-1301 FEB 28 2011 Corrrur'`y Development STEVENS SHORT PLAT 16659 - 53 RD AVENUE SOUTH TUKWILA, 'a ASHINGTON 98188 Th`e Conce'pt Group 4701 SW Admiral Way, Ste 353 • Seattle, WA 98116 • (206) 446 n n u u LJ n ..J Stormwater Technical Information Report STEVENS SHORT PLAT 16659 — 53rd Avenue South TUKWILA, WA 98188 REVISIONS February 15, 2017 1st Revision Developer/Owner Contact: San Stevens I American Prestige Homes, Inc. Address: PO BOX 46002; SEATTLE, WA 98146 Phone: (206) 853-4525 Professional Preparing TIR Name: Anna Nguyen, P.E. Company: The Concept Group Address: 4701 SW Admiral Way, PMB 353; Seattle, WA 98116 Phone: (206) 446-1291 Email: anna@conceptbusinessgroup.com 1 certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. —DocuSlgned by: `— D9363A2AA4134C9... f'] 1 • Table of Contents SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 EXISTING CONDITIONS 1 PROPOSED CONDITIONS 2 SOIL INVESTIGATION 2 SECTION 2: CONDITIONS AND REQUIREMENTS 3 DESIGN STANDARDS 3 CORE REQUIREMENT #1: DISCHARGE LOCATION AT NATURAL LOCATION 4 FIGURE 3: DRAINAGE STUDY AREA MAP 4 CORE REQUIREMENT #2: OFFSITE ANALYSIS 4 CORE REQUIREMENT#3: FLOW CONTROL 5 CORE REQUIREMENT #4: CONVEYANCE SYSTEM 6 CORE REQUIREMENT #5: EROSION AND SEDIMENT CONTROL 7 CORE REQUIREMENT #6: MAINTENANCE AND OPERATIONS 8 CORE REQUIREMENT #7: FINANCIAL GUARANTEES AND LIABILITY 9 CORE REQUIREMENT #8: WATER QUALITY 9 CORE REQUIREMENT#9: FLOW CONTROL BM P 9 SPECIAL REQUIREMENT #1- OTHER ADOPTED REQUIREMENTS 9 SPECIAL REQUIREMENT #2 - FLOOD HAZARD AREA DELINEATION 9 SPECIAL REQUIREMENT #3 - FLOOD PROTECTION FACILITIES 9 SPECIAL REQUIREMENT #4 - SOURCE CONTROL 9 SPECIAL REQUIREMENT #5 - OIL CONTROL 9 Appendices Appendix A: Soils Information Appendix B: Proposed Drainage Plan & Drainage Calculations Appendix C: Erosion Control Plan & Details Appendix D: Maintenance Procedures Stevens Short Plat -Technical Information Report February 2017 SECTION 1: PROJECT OVERVIEW The property is located at 16659 — 53rd Avenue South in the City of Tukwila, Washington. There is currently a single-family residence on the subject property. The project proposes to short plat the existing parcel into a total of two (2) parcels. Proposed improvements include the construction of two new single—family residences along with associated driveway and stormwater management facilities. Site Information Location: 16659 — 53rd Avenue South Size: 16,202 sq. ft. City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila Design Criteria: 2016 King County Surface Water Manual Fe) 0 16659 53rd Avenue South °Round 1 Bowling & Amusement °Westfield Southcerxer SOuTHCENIER Figure 1 — Vicinity Map / Site Location (Not -to -Scale) Existing Conditions The site is currently developed with one single-family residence. Vegetation consists of lawn and landscaping. Existing impervious surface coverage is detailed in Table 1 below. The Concept Group Page 1 r� ri J n n rI n n r1 IJ r1 n J r1 ri n n J n J Stevens Short Plat -Technical Information Report February 2017 Table 1: Existing Impervious Surfaces (SF) House 1,433 Carport 806 Shed 201 Proposed Conditions The applicant is proposing to develop the site into a total of two (2) single-family residential lots through the City of Tukwila short plat process. Projected project buildout of the lot area (impervious surface) is detailed in Table 2 below, assuming max impervious surface of 4,000 SF for the new Tots. Table 2: Proposed New Impervious Surfaces (SF) House (Lot 1 + 2) 8,000 — 1,216 = 6,784 Driveway (Lot 1 + 2) 612+600 = 1,216 Sidewalk Restoration 446 Total New Impervious Surface 8,446 Soil Investigation Soils on this property were investigated on September 22, 2016. Three (3) test pits were excavated in the vicinity of the proposed stormwater BMP locations. In accordance with Section C.2.2.1 of the 2009 King County Surface Water Design Manual, soil logs were excavated to a depth of 5 feet. Groundwater The soil sample was collected during the wet -season. No groundwater seepage was observed. It should be noted that groundwater levels vary seasonally with rainfall and other factors. Hydraulic Restrictive Layer The test pits were excavated to a total depth of 5.0 ft. There was no restrictive layer or hardpan clay at this depth. Sieve Analysis A representative soil sample was collected at approximate trench bottom depth of the 2.5 feet below the existing grade. A particle grain size distribution analysis of the representative soil sample was performed by A.A.R., Testing Laboratory Inc. on September 23, 2016. The analysis confirms that the soils at the site are composed of 28.1 fine silt; the Unified Soil Classification System (USCS) classification of the soils is SM. Laboratory results are attached for reference. The soils encountered at 2 to 3 feet below grade in the proposed infiltration area are classified as loamy sand according to the USDA textural analysis. Due to the high silt content of the soils, infiltration of roof stormwater is not recommended for this project. The Concept Group Page 2 n Stevens Short Plat -Technical Information Report February 2017 Geologic Setting Tne Geologic Map of Des Moines - A Progress Report, by Kathy Goetz Troost, Derek B. Booth and Howard H. Waldron, published in 2004, was referenced far the geologic and soil conditions of the project site. According to this publication, the surficial soil unit at the project site and its immediate vicinity is mapped as Vashon subglacial till (Qvt) deposits. Qvt - Vashon subglacial till Qvtm - Vashon subglacial meltouttill Ovu - Vashon deposits, undifferentiated Figure 2 — Soils Map (Not -to -Scale) Geotechnical Report A Preliminary Geotechnical Report was prepared by Ages Engineering, LLC, dated January 30, 2017. The report confirms soil encountered on the site is Till and not suitable for infiltration BMPs. Refer to Appendix A for detailed soil analysis data and Geotechnical Report. SECTION 2: CONDITIONS AND REQUIREMENTS Design Standards The 2016 King County Surface Water Manual sets forth the drainage requirements for this project. The project is subject to full drainage review. The eight (8) Core Requirements and five (5) Special Requirements of the SWM drainage requirements are detailed in this section. Table 3 provides a summary to the requirements. The Concept Group Page 3 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 Stevens Short Plat -Technical Information Report February 2017 Table 3 - Jurisdictional Requirements Peak Run-off Control: N/A — 0.10 cfs exemption Water Quality: N/A — based on surface area exemption Conveyance: N/A — none proposed Downstream Analysis: Level 1, �/4 mile Core Requirement #1: Discharge Location at Natural Location Drainage Basin The property lies within the Lower Green River West drainage basin, in the Duwamish - Green River watershed. The general topography of the site slopes from west to east. Elevations on the site vary from a high point of 268 feet at the northwestern property line to 252 feet at the southeastern property line, with grades varying from 15.0% to 4.0%. Discharge at the Natural Location Existing drainage patterns and a topographic data available on King County's GIS iMap website indicate that the runoff from the developed areas sheet flows east towards 53rd Avenue South and discharges a natural vegetative depression south of the site. In the developed condition, stormwater will be tight -lined to the public storm drain system on 53'd street and continue to discharge at the natural location. Figure 3: Drainage Study Area Map Not -to -Scale Core Requirement #2: Offsite Analysis Level 1 Downstream Analysis A Level 1 downstream analysis was performed on September 22, 2016. Stormwater currently sheet flows east towards 53'd Avenue South where it enters a catch basin at the located at the intersection of 53'd Avenue South and South 168`h Street. Stormwater The Concept Group Page 4 0 Stevens Short Plat -Technical Information Report February 2017 travels in a 12" storm drain south, along 53' Avenue South beyond a r/4 downstream of the site where it discharges into a natural vegetative depression. Drainage System Description and Problem Descriptions A resource review was conducted to document existing and potential flooding and erosion problems. Based on this field inspection there appears to be no current significant erosion or capacity problems within a r/4 mile downstream of the property. • Other Offsite Reports: Per the stormwater map on King County's iMap, there are no significant existing drainage and flooding problems within a r/4 mile downstream of the project within the last 10 years. • Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. • Hazard Area and Landslide Area Maps: The project site is not located in or near a hazard or landside area per the King County sensitive areas inventory maps. Mitigation of Existing or Potential Problems No existing or potential flooding, capacity, or erosion problems were observed during the site visit requiring mitigation. Based on this field inspection and research of King County records; there are no apparent erosion or capacity problems within r/4 mile downstream of this project. Core Requirement #3: Flow Control Flow control facilities are not required because the project creates less than a 0.10 cfs increase in discharge from the existing condition for the 100-year storm event per the KCRTS analysis below. Per the 2016 KCSWDM, Section 1.2 (page 1-46), this project is exempt from flow control requirements based on the 0.15/0.10 cfs exemption. 2. The facility requirement in Conservation Flow Control Areas is waived for any threshold discharge area in which there is no more than a 0.15-cfs difference (when modeled using 15 minute time steps) or no more than a 0.1-cfs difference (when modeled using 1 hour time steps) in the sum of developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 1,00-year peak flows (modeled using same tirue step unit (e.g. hourly or 15 minute) used to calculate the developed flow) for the same surface areas. Agricultural zoned projects urn current agricultural use may use ecisting site conditions as the predeveloped condition for purposes of this exception calculation. Note: for the purposes of this calculation, target surfaces served by flow control Bil1Ps per _ 1ppendix'C urn' be modeled hi accordance with the f or e control BAMP facilitv siring credits in Core Requirement 9, Table 1.2.9.A. Western Washington Hydrology Model The Western Washington Hydrology Model (WWHM) was used to analyze the pre and post developed runoff rates. Flow frequency was calculated using 1-hour time steps The Concept Group Page 5 'T u r1 n r-1 n Stevens Short Plat -Technical Information Report February 2017 The project site is 0.37 acres; however, only 0.184 acres is within the Target Discharge surface. Table 4 outlines the assumed existing conditions. Table 4 — Existing Conditions Till Forest Till Grass Impervious 0.184 ac 0.00 0.00 There are no new pervious surfaces proposed. New pervious surface is defined as "...the conversion of native pervious surface to non-native pervious surface...." The disturbed area of the site within the clearing limits does not contain native pervious surface. Table 5 outlines the assumed developed conditions. Table 5 — Developed Conditions Till Grass Roof Driveway/Road 0.00 6,784 SF = 0.156 ac 1,212 SF = 0.028 ac Table 6 summarizes the 100-year peak runoff rates. With the BMP credits of the proposed roof infiltration BMP's, the 100-year peak flow rate of the developed site is 0.083 cfs higher than the existing forested condition. Refer to Appendix B for the WWHM report. Table 6 —Peak Runoff Rates (cfs) Event Pre- Developed Developed Difference 100-year 0.0135 0.0964 0.0829 n Dispersion/Infiltration Feasibility Evaluation n n r1 n .J Per the soil investigation previously discussed, site soils are not conducive to infiltration BIv1Ps. Dispersion is not feasible due to the topography of the site sloping towards the building foundation. Roof stormwater will be routed to a 10-FT perforated pipe trench that will be tight -lined to the public storm system in the right-of-way. Core Requirement #4: Conveyance System The Rational Method was used to calculate the 25-year and 100-year storm events. The most limiting -capacity pipes are shown in Figure 4 below. As shown in the Table 7, the capacity of this conveyance system exceeds the 100-year storm event. Refer to Appendix B for detailed the conveyance calculations. Table 7: Conveyance Analysis Pipe ID Area (sf) C value Q25 Q100 Pipe Pipe Capacity (cfs) Lot 1 + Lot 2 8,000 0.90 0.53 0.63 6" @ 6.5% 1.54 The Concept Group Page 6 Stevens Short Plat -Technical Information Report 10' UTILITY EASEMENT Figure 4: Conveyance Diagram Not -to -Scale February 2017 SITE BENC-I MARK Core Requirement #5: Erosion and Sediment Control All erosion and sediment control measures shall be governed by the requirements of the City of Tukwila and King County Surface Water Manual. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment -laden run-off from leaving the site during construction. Refer to Appendix C for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Flag or fence clearing limits. 2. Install catch basin protection if required. 3. Grade and install construction entrance(s). 4. Install perimeter protection (silt fence, brush barrier, etc.). 5. Construct sediment ponds and traps. 6. Grade and stabilize construction roads. The Concept Group Page 7 r� J Stevens Short Plat -Technical Information Report February 2017 fl 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. r' 8. Maintain erosion control measures in accordance with City of Tukwila and King County standards and manufacturer's recommendations. 9. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 10.Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 11.Stabilize all areas that reach final grade within seven days. 12.Seed or sod any areas to remain unworked for more than 30 days. 13. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. rn LJ Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the r t construction site. The control measures will be selected to fit specific site and seasonal conditions. The following items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off -site shall be avoided. Installation of a gravel construction r' entrance will be installed at a location to enter the site. The entrances are a minimum `J requirement and may be supplemented if tracking of mud onto public streets becomes r excessive. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities located within the private residential properties is the responsibility of the applicant or property owner in accordance with the requirements as attached in Appendix D. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. ri At a minimum, infiltration BMP's (including perforated tight -line trench) must be maintained as follows: • Infiltration BMP's must be inspected annually and after major storm events to r1 identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding r I around or atop a device may indicate a plugged facility. The Concept Group Page 8 Stevens Short Plat -Technical Information Report February 2017 • If the device becomes plugged, it must be replaced. • Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. • For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. Core Requirement #7: Financial Guarantees and liability Proposed BMP's are privately owned and maintained. The project does not require financial guarantees Core Requirement #8: Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption because only 1,212 square feet is pollution - generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source of pollutants in surface and storm water runoff.' Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which receive direct rainfall or the run-on or blow-in of rainfall." Non-metal rooftops are not considered PGIS; therefore, are not included in the PGIS area calculations. Water quality is not required for this project because the project does not create more than 5,000 sq ft of pollution generating impervious surfaces. Core Requirement #9: Flow Control BMP Roof stormwater will be mitigated using infiltration perforated tight -line pipes as discussed in Core Requirement #3. No other flow control BMP is proposed. Special Requirement #1 — Other Adopted Requirements Based on available data at the time this report was prepared, there are no one Special Adopted Requirements for this project. Special Requirement #2 — Flood Hazard Area Delineation Based on FEMA Flood Map #FM53033C0959F the project area is located in Zone X, a 500-year flood plain. Special Requirement #3 — Flood Protection Facilities This project is exempt from Special Requirement #3 because it does not rely on an existing flood protection facility or propose to modify or construct a new flood protection faci I ity. Special Requirement #4 — Source Control This project is a single-family residential development. It is not a commercial, industrial, or multifamily site development; therefore, it is exempt from Special Requirement #4. Special Requirement #5 — Oil Control This project not defined as a high -use site per section 1.3.4 of the 2016 KCSWM; therefore, it is exempt from Special Requirement #5 The Concept Group Page 9 Borfitz Short Plat - Technical Information Report Appendix A Soils Information The Concept Group Appendices mai owl vi ea Aid ioi at 111 owl awl awl PERCENT FINER 100 Particle Size Distribution Report Od71Q ono it it ik ii: it N GRAIN SIZE - mm. % Stones 0.0 % +3" 0.0 % Gravel Coarse Medium 16.6 6.8 Fine 39 % Sand V. Crs.1 Crs. Med. Fine tV. Fine 3.5 1 8.1 ; 15.4 17.6 % Silt Crs. Fine 28.1 % Clay SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) 2" 100.0 1" 86.1 3/8" 80.9 #4 76.6 #10 72.7 #40 58.1 #60 45.7 #100 34.2 #200 24.8 #270 21.1 (no specification provided) Source of Sample: 16659 53rd Ave. So. Sample Number: 01 Material Description Brn/Gray, silty sand with gravel Atterberg Limits PL= NP LL= NV Pl= Coefficients D90= 32.2772 D35= 23.1943 D60= 0.4687 D50= 0.2974 D30= 0.1155 D15= D10= Cu= Cc' Classification USCS= SM AASHTO= A-2-4(0) Remarks Sampled/Received: 9/ 19/ 16 Tested: 9/23/16 Equipment: 53, 58, 66, 112 Date: 9/23/16 A.A.R. Testing Laboratory, Inc. Client: The Concept Group Project: Misc. Lab Project No: 16-105 Tested By: M. Blackwell Checked By: M. Blackwell Figure 16-290 Ages Engineering, LLC A Geotechnical and Environmental Services, LLC P.C). Box 935 Puyallup, WA. 98371 (253) 845-7000 µ wx.agesengineering.00m PRELIMINARY GEOTECHNICAL REPORT Stevens Residential 16659 — 53" Avenue S. Tukwila, Washington Parcel Number: 5379200175 Project No. A-.1317 Prepared For: San Stevens P. O. Box 46002 Seattle, Washington 98146 January 30, 2017 Revised February 6, 2017. r 71 Ages Engineering, LLC A Geotechnical and Environmental Services LLC P.O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com .January 30, 2017 Revised .February 6, 2017. Project No. A-1317 San Stevens P. O. Box 46002 Seattle, WA. 98146 Subject: Preliminary Geotechnical Report Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington PN: 5379200175 Dear Ms. Stevens, As requested, we have conducted a preliminary geotechnical study for the subject project. The attached report presents our findings and recommendations for the geotechnical aspects of project design and construction. Our field exploration indicates the site is generally underlain with 1.0 to 2.0 feet of organic -laced soils overlying light brown silty sand with gravel consistent with glacial till. We encountered 2.5 feet of dark brown gravel with silt and sand overlying the glacial till in the northeast site comer. In general, the till was medium dense and weathered in the upper 3.0 to 4.0 feet, The dense unweathered glacial till was encountered at depths ranging from 4.0 to 8.0 feet below surface grades. We observed light groundwater seepage at 3.0 to 4.0 feet below surface grades. In our opinion, the soil and groundwater conditions at the site are suitable for the planned development. The new structures can be supported on typical spread footing foundations bearing on the organic -free native soils observed at depths ranging from 1.0 to 2.0 feet below surface grades. Detailed recommendations addressing these issues and other geotechnical design considerations are presented in the attached report. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Ages Engineering, LLC Page 1 253-845-7000 Respectfully Submitted, Ages Engineering, LLC fES a-08 -Zoiel Bernard P. Knoll, II Principal BPK:bpk Project Number: A-1317 Project Name: Stevens Residential Date: January 30, 2017 Revised February 6, 2017 Ages Engineering, LLC 253-845-7000 Page 2 TABLE OF CONTENTS I 1 . 0 PROJECT DESCRIPTION.... ..... ........... ....... ............... ........ ...... ........... I 2.0 SCOPE 1 3.0 SITE CONDMONS . 2 I3.1 Surface .2 3.2 Soils ... ......... .................................. ....... ...... .......... .......... ..... 2 3.3 Mapped Soils ... .... ..... ... ........... .. ........ ... ...... ...... ..... ..... ...... 3 I 3.4 Groundwater .... ... ......... ............ ............ .............. ........ .......3 4 0 GEOLOGIC HAZARDS 3 I 4.1 General 3 4.2 Seismic . 4 4.4 Erosion ...... .................. ....... ...... ........ .......... ..... ....... .......... 4 1 5.0 CONCLUSIONS AND RECOMMENDATIONS .4 5.1 General ... ........ . ..................... ................. ................. ........4 5.2 Drainage Ditch and Slope Stability 5 I5.3 Site Preparation and Grading 5 5.4 Excavations ..................... ......... ... ......... ...... ....... .... ............ 7 5.5 Foundations 7 I 5.6 Slab -on -Grade Floors ..................... ...... .... ............... .........._. 5.7 Lower level and Building Walis .... ......... ........ ....... ......... ..... 9 5.8 Storm water 9 I5.9 Drainage . 10 6.0 ADDITIONAL SERVICES ... .......... ...... ............. ................. ......10 I7.0 LIMITATIONS I 0 Figures Site Vicinity Map Figure 1 Exploration Location Plan Geologic Map ...... ..... ..... ......................... Figure 2 ... Figure 3 1 Appendix Site Exploration ..... ......... ... Appendix A Ages Engineering, LLC Page I 253-845-7000 Preliminary Geotechnical Report Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington 1.0 PROJECT DESCRIPTION The project will consist of a residential development. We were provided with a topographic survey and a preliminary site plan showing the existing site grades and the planned site development. Based on the plans provided to us, we understand the site will be developed with two new single-family residences located in the eastern end of the site. The existing residence on the site will be removed. Access to the site will be from 53"1 Avenue South located along the eastern end of the site. Finish site grades are currently not available. However, based on our experience with similar projects, we expect cuts and fills of up to 4.0 feet in depth will be necessary to construct the new residences. Storm water collected on the site will likely discharge to the existing storm water systemlocated adjacent the site. We expect the new residences will be two- to three --story wood -framed structures with raides floors constructed over a crawl space. The attached garages will have slab -on -grade floors. Foundation loads should be relatively light, in the range of 1 to 3 kips per lineal foot for bearing wails and up to 25 kips for isolated column footings. The conclusions and recommendations presented in this report are based on our understanding of the above stated site and the planned project design features. If actual site conditions differ, the planned project design features are different than we expect, or if changes are made, we should review them in order to modify or supplement our conclusions and recommendations as necessary. 2.0 SCOPE On January 12, 2017, we excavated three hand -augured test holes to a maximum depth of 9.0 feet below surface grades. Using the information obtained from our subsurface exploration, we developed geotechnical design and construction recommendations for the project. Specifically this report addresses the following: • Reviewing the available geologic, hydrogeologic and geotechnical data for the site area, and conducting a geologic reconnaissance of the site area. • Addressing the appropriate geotechnical regulatory requirements for the planned site development, including a Geologic Hazard evaluation. * Advancing three test holes in the planned new development area to a maximum depth of approximately 9.0 feet below surface grades. • Providing geotechnical recommendations for site grading including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils for use as Ages Engineering, LLC Page 1 253-845-7000 n n structural fill, temporary and permanent cut and fill slopes, and drainage and erosion control measures. • Providing geotechnical recommendations for design and construction of new foundations and floor slabs, including allowable bearing capacity and estimates of settlement. • Providing geotechnical recommendations for lower level building or retaining walls, including backfiul and drainage requirements, lateral design loads, and lateral resistance values. • Providing recommendations for site drainage. It should be noted that our work does not include services related to environmental remediation or design and performance issues related to moisture intrusion through walls. An appropriate design professional or qualified contractor should be contacted to address these issues. 3.0 SITE CONDITIONS 3.1 Surface The subject site area is a rectangular -shaped residential parcel located at 16659 — 53rd Avenue South in Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the northeastern corner of the site. The site is bordered with residential lots to the north, and west, a roadway easement to the south, and by 53ff' Avenue South to the east. A storm water drainage ditch exists between the subject site and the roadway easement located along the south side of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general surface grades in the vicinity of the site slope down to the east. To the west of the site, the surface slopes down to the east at inclinations ranging from 15 to 22 percent. The main portion of the subject site slopes down to. the east at surface grades ranging from 2 to 5 percent. A drainage ditch exists along the south end of the site. The ditch descends to the east at an. approximate 10 percent grade. The side slopes of the ditch range in height from 2.0 to 6.0 feet. Site vegetation consists of typical landscape bushes and trees with some native growth along the southern property line. The underbrush in the native areas, including the drainage ditch, is relatively thick bushes and blackberry bushes. 3.2 Soils The soils we observed at the site generally consist of 1.0 to 2.0 feet of topsoil overlying Light brown silty sand with gravel consistent with glacial till. In Test Hole TH-1, located in the northern end of the site, we encountered 2.0 feet of dark brown topsoil overlying light brown silty sand with gravel consistent with glacial till. In Test Hole TH- 2, located in the southwestern portion of the site, we encountered 1.0 feet of dark brown topsoil overlying light brown silty sand with gravel consistent with glacial till. In Test Hole TH-3, Ages Engineering; LLC Page 2 253-845-7000 n n located in the southeastern portion of the site, we encountered 1.5 feet of dark brown topsoil overlying dark brown gravel with silt and sand consistent with outwash to a depth of 4.0 feet below surface grades. Below 4.0 feet in Test Hole TH-3, we encountered light brown silty sand with gravel consistent with glacial till. In general, the glacial till observed on the site was medium dense and weathered in the upper 3.0 to 4.0 feet. The dense unweathered glacial till was encountered at depths ranging from 4.0 to 8.0 feet below surface grades. Figures A-1 and A-2 present more detailed descriptions of the subsurface conditions encountered in the test holes. The approximate test hole locations are shown on the Exploration Location Plan provided in Figure 2. 3.3 Mapped Soils According to The Geologic Map of the Des Moines 7.5' Minute Quadrangle, King County, Washington, by Derek B. Booth and Howard H. Waldron, the soil in the vicinity of the site is mapped as Glacial Till (Qvt). The glacial till was deposited along the base of the advancing glacial ice and consequently over -ridden by the glacial ice mass. The glacial till, and all units under the till, are typically in a very dense condition, and will exhibit a high shear strength and low compressibility where undisturbed. The near surface soils at the site have been disturbed by natural weathering processes that have occurred since their deposition. No springs or groundwater seepage was observed on the surface of the site at the time of our site visit. A copy of the Geologic Map for the subject site is provided in Figure 3. 3.4 Groundwater We encountered light groundwater seepage in all of the test holes advanced on the site at depths ranging from 3.0 to 4.0 feet below surface grades. We expect the seepage observed is representative of a seasonal perched water table that develops above the glacial till during the wet winter months. The groundwater levels and flow rates will fluctuate seasonally and typically reach their highest levels during and shortly following the wet winter months (October through May). 4.0 GEOLOGIC HAZARDS 4.1 General According to Section 18.45.120 in the City of Tukwila Municipal code defines geologically hazardous areas as follows "areas of potential geologic instability are classified as follows: 1. Class 1 area, where landslide potential is low, and which slope is less than 15%; 2. Class 2 areas, where landslide potential is moderate, which slope is between 15% and 40%, and which are underlain by relatively permeable soils; 3. Class 3 areas, where landslide potential is high, which include areas sloping between 15% and 40%, and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40%; Ages Engineering, LLC Page 3 253-845-7000 n n n u n 4. Class 4 areas; where landslide potential is very high, which include sloping areas with mappable zones of groundwater seepage, and which also include existing mappable landslide deposits regardless of slope". Based on the existing site grades, the slopes on the site are less than 15 percent. Based on these existing site grades, the site is classified as "Class 1" - areas where the landslide potential is low. 4.2 Seismic The state of Washington has adopted the International Building Code (IBC). Based on the soil conditions encountered and the local geology, site class "C" can be used in structural design. This correlates to Soil Profile Type Sc in the older Uniform Building Code (UBC). This is based on the inferred range of SPT (Standard Penetration Test) blow counts for the upper 100 feet of the site relative to hand excavation progress and probing with a'/2-inch diameter steel probe rod. The presence of glacially consolidated soil conditions were assumed to be representative for the site conditions beyond the depths explored. 4.3 Erosion Temporary Erosion and Sediment Control (TESC) measures must be in place prior to and maintained during construction activity at the site. In our opinion, the potential for erosion is not a limiting factor in site development. Erosion hazards can be mitigated by applying Best Management Practices (BMPs) outlined in the Washington State Department of Ecology's (Ecology) Stormwater Management Manual for Western Washington, Temporary Erosion and Sediment Control (TESC) measures, as required by the City of Tukwila, should be in place prior to the start of construction activities at the site, 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 General Based on our study, in our opinion, soil and groundwater conditions at the site are suitable for the proposed development. The new structures can be supported on conventional spread footings bearing the organic -free site soils observed below a depth of 2.0 feet. Floor slabs and pavements should be similarly supported. Due to the location of the existing drainage ditch located along the south end of the site, we expect foundation excavation for the new southern residence may encounter a significant amount of ground water seepage and/or surface water if the ditch is flowing at the time of construction. To facilitate foundation excavation and construction, the water in the ditch may need to be temporarily rerouted. After construction is complete and the foundations are backflled, the water can be released back into the ditch and the ditch can be re -vegetated. Ages Engineering, LLC Page 4 253-845-7000 fl LJ n The native soils encountered at the site contain a high enough percentage of fines (silt and clay - size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities will take place during the winter season, the owner should be prepared to import free -draining granular material for use as structural .fill and backfll. (1 The following sections provide detailed recommendations regarding these issues and other L► geotechnical design considerations. These recommendations should be incorporated into the final design drawings and construction specifications. u u 5.2 Drainage Ditch and Slope Stability The drainage ditch that exists along the south end of the site descends to the east at an approximate 1.0 percent grade. The side slopes of the ditch range in height from 2.0 to 6.0 feet. The side slopes of the ditch are currently stable. However, if the ditch remains in its current configuration, foundation excavation in this area may encounter a significant amount of surface water and ground water seepage if water is flowing in the ditch at the time of construction, and the slope stability and foundation subgrade stability may be affected. The drainage ditch currently carries surface water from the west down to an existing catch basin located slightly south of the sites' southeastern corner. The centerline of the ditch is located on the subject site approximately 4.5 feet north of the sites' southern property line, and 5.5 south of the southern foundation for one of the new residences planned on the site. Based on these dimensions, we expect foundation excavation in this location will encounter a significant amount of surface water and ground water if there is water flowing in the ditch at the time of construction. The side slopes of the drainage ditch are currently stable. However, due to the surface water that may be flowing in the ditch, and the potential groundwater seepage, foundation excavation for the southern residence may decrease the stability of these slopesas well as the foundation subgrade soils. If the ditch remains in its current location, the water in the ditch will need to be temporarily rerouted until foundation excavation and construction is complete. After construction is complete and the foundations are backfilled, the water can be released back into the ditch and the ditch can be re -vegetated. 5.3 Site Preparation and Grading To prepare the site for construction, all vegetation, organic surface soils, and other deleterious materials including any existing structures, foundations or abandoned utility lines should be stripped and removed from the new development areas. Organic topsoil will not be suitable for use as structural fill, but may be used for limited depths in non-structural areas.. The existing organic -laced soils observed in the upper 1.0 to 2.0 feet of the site will not be suitable for support of structural elements in their current condition. Prior to construction, these organic soils should be removed from under new foundation, floor slab, and pavement areas. Ages Engineering, LLC Page 5 253-845-7000 n LAM knit mei .�r rft tti mel w Once clearing and stripping operations are complete, cut and fill operations can be initiated to establish desired grades. In order to achieve proper compaction of structural fill., and to provide adequate foundation and floor slab support, the existing subgrade must be in a stable condition. Prior to placing structural fill, and to prepare the foundation subgrade, all exposedsurfaces should be compacted with heavy vibratory compaction equipment to determine if any isolated soft and yielding areas are present. If excessively soft or yielding areas are present, and cannot be stabilized in place by compaction, they should be cut to fine bearing soil and filled to grade with structural fill. If the depth to remove the unsuitable soil is excessive, using a geotextile fabric can be considered, such as Mirafi HP270 or an approved equivalent, in conjunction with structural fill. In general, a minimum of 18-inches of clean, granular structural fill over the geotextile fabric should establish a stable bearing surface. A representative of Ages Engineering, LLC should observe the foundation subgrade compaction operations to verify that stable subgrades are achieved for support of structural elements. Our study indicates the native surface soils encountered at the site contain a sufficient enough percentage of fines (silt and clay -size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities are planned during the wet winter months, or the on - site soils become too wet to achieve adequate compaction, the owner should be prepared to import a wet -weather structural fill. For wet weather structural fill, we recommend importing a granular soil that meets the following gradation requirements: U. S. Sieve Size Percent Passing 6 inches 100 No. 4 75 maximum No. 200 5 maximum* * Based on the'/. inch fraction Prior to use, Ages Engineering, LLC should examine and test all materials to be imported to the site for use as structural fill. Structural fill should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soils' laboratory maximum dry density as determined by American Society for Testing and Materials (ASTM) Test Designation D-1557 (Modified Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this same ASTM standard. In non-structural areas, the degree of compaction can be reduced to 90 percent. Ages Engineering, LLC Page 6 253-845-7000 ral 5.4 Excavations n _i All excavations at the site associated with confined spaces, such as utility trenches and lower level building and retaining walls, must be completed in accordance with local, state, and/or federal requirements. Based on current Washington State Safety and Health Administration '-' (WSHA) regulations, the existing medium dense soils observed in the upper portions of the site and would be classified as Type C soils. The deeper dense glacial till soils would be classified as Type A soils. l According to WSHA, for temporary excavations of less than 20 feet in depth, the side slopes in Type C soils should be laid back at a slope inclination of 1.5:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope and the side slopes in Type A soils should be laid back at a slope inclination of 0.75:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope. Allexposed slope faces should be covered with a durable reinforced plastic membrane during construction to prevent slope raveling and rutting during periods of precipitation. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the excavation slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if construction materials will be stockpiled along the slope crest. If these safe temporary slope inclinations cannot be achieved due to property line constraints, shoring may be necessary. This information is provided solely for the benefit of the owner and other design consultants, and should not be construed to imply that Ages Engineering, LLC assumes responsibility for job site safety. It is understood that job site safety is the sole responsibility of the project contractor. 5.5 Foundations The new residential foundations may be supportedon conventional spread footing foundations '-' bearing on the existing organic -free soils observed below depths ranging from 1.0 to 2.0 feet below surface grades, or on new structural fill placed above the existing site soils. Foundation subgrades should be prepared as recommended in the "Site Preparation and Grading" section of this report. The existing drainage ditch located along the south end of the site has the potential to affect the foundation subgrade for the south residence if there is water flowing in the ditch at the time of construction. If the ditch remains in its current location, any water in the ditch will need to be temporarily rerouted until foundation excavation, construction, and backfilli.ng is complete. After construction is complete and the foundations are backfilled, the water can be released back into the ditch and the ditch can be re -vegetated. n Perimeter foundations exposed to the weather should bear at a minimum depth of 1.5 feet below final exterior grades for frost protection. Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing new foundations for a net allowable bearing capacity of 2,500 pounds per square foot (psf). For short-term loads, such as n Ages Engineering, LLC 253-845-7000 Page 7 n n n n n wind and seismic, a one-third increase in this allowable capacity can be used. With the anticipated loads and this bearing stress applied, building settlements should be less than one-half inch total and one -quarter inch differential. For designing foundations to resist lateral loads, a base friction coefficient of 0.35 can be used. Passive earth pressures acting on the sides of the footings can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 300 pounds per cubic foot (pcf). We recommend not including the upper 12 inches of soil in this computation because it can be affected by weather or disturbed by future grading activity. This value assumes the foundations will be constructed neat against competent soil and backfilled with structural fill, as described in the "Site Preparation and Grading" section of this report. The values recommended include a safety factor of 1.5. Foundation Parameter Summary Description *Design Value Net Allowable Bearing Capacity 2,500 psf Friction Coefficient 0.35 Lateral Resistance 300 pcf 'Details regarding the use of these parameters are provided in the section above. 5.6 Slab -On -Grade Slab -on -grade floors should be supported on subgrades prepared as recommended in the "Site Preparation and Grading" section of this report. As discussed in the Site Preparation and Grading section of this report, the existing organic -laced soils observed in the upper 1.0 to 2.0 feet of the site will not be suitable for support of the floor slab. Prior to construction, these existing organic soils should be removed from under planned slab -on -grade floor areas. Immediately below the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free -draining, coarse sand or fine gravel that has less than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slabs. The drainage material should be placed in one lift and compacted to a firm and unyielding condition. The capillary break layer will not prevent moisture intrusion through the slab caused by water vapor transmission. Where moisture by vapor transmission is undesirable, such as covered floor areas, a common practice is to place a durable plastic membrane on the capillary break layer and then cover the membrane with a layer of clean sand or fine gravel to protect it from damage during construction, and aid in uniform curing of the concrete slab. It should be noted that if the sand or gravel layer overlying the membrane is saturated prior to pouring the slab, it will not assist in uniform curing of the slab, and may serve as a water supply for moisture transmission through the slab and affecting floor coverings. Additionally, if the sand is too dry, it can Ages Engineering, LLC Page 8 253-845-7000 awl Fat I F 54, rat 1 kgml W 1114 gar effectively drain the fresh concrete, thereby lowering its strength. Therefore, in our opinion, covering the membrane with a layer of sand or gravel should be avoided. 5.7 Lower Level and Building Walls The magnitude of earth pressure development on below -grade walls, such as basement or retaining walls, will greatly depend on the quality of the wall backfill and the wall drainage. We recommend placing and compacting wall backfill as structural fill. Wall backfill below structurally loaded areas, such as pavements or floor slabs, should be compacted to a minimum of 95 percent of its maximum dry density, as determined by ASTM Test Designation D-1557 (Modified Proctor). In unimproved areas, the relative compaction can be reduced to 90 percent. To guard against hydrostatic pressure development, drainage must be installed behind the wall. We recommend that wall drainage consist of a miniinum 12 inches of clean sand and/or gravel with less than three percent fines placed against the back of the wall. In addition, a drainage collector system consisting of 4-inch perforated PVC pipe should be placed behind the wall to provide an outlet for any accumulated water. The drains should be provided with cleanouts at easily accessible locations. These cleanouts should be serviced at least once every year. The wall ' drainage material should be capped at the ground surface with 1-foot of relatively impermeable soil to prevent surface intrusion into the drainage zone. Alternatively, the 12-inch wide drainage layer placed against the back of the wall can be replaced with a Mirafi G100N Drainage Board, or an approved equivalent. If drainage board is used, the 4-inch perforated PVC pipe should be covered. with at least 12 inches of clean washed gravel and the drainage board should be hydraulically connected to drainpipe and surrounding gravel. With wall backfill placed and compacted as recommended and the wall drainage properly installed, unrestrained walls can be designed for an active earth pressure equivalent to a fluid weighing 35 pcf For restrained walls, an additional uniform lateral pressure of 100 psf should be included. These values assume a horizontal backfill condition and that no other surcharge loading, such as traffic, sloping embankments, or adjacent buildings, will act on the wall. If such. conditions exist, then the imposed loading must be included in the wall design. Friction at the base of the wall foundation and passive earth pressure will provide resistance to these lateral loads. Values for these parameters are provided in the "Foundations" section of this report. Lower Level Building and Retaining Wall Parameter Summary Description Condition *Design Value Earth Pressure Unrestrained 35 pcf Earth Pressure Restrained Additional 100 psf Earth Pressure Surcharge Dependant upon magnitude *Details regarding the use of these parameters are provided in the section above. 5.8 Storm Water The storm water collected in the roof and foundation drains should discharge off of the site to the existing storm water system adjacent the site. Ages Engineering, LLC 253-845.7000 Page 9 5.9 Site Drainaee Surface, Final exterior grades should promote free and positive drainage away from the building area. All. ground surfaces, pavements, and sidewalks should be sloped away from the structures. We recommend providing a gradient of at least three percent for a minimum distance of ten feet from the building perimeters, except in paved locations. In paved locations, a minimum gradient of one percent should be provided, unless provisions are included for collection and disposal of surface water adjacent to the structures. Subsurface, We recornrnend installing a continuous drain along the lower outside edge of the perimeter building foundations. The foundation drain should be tightlined to an approved point of controlled discharge. The roof drain should not be connected to the footing drains unless a backflow device will be installed, or an adequate gradient will prevent backflow into the footing drains. Subsurface drains must be laid with a gradient sufficient to promote positive flow to the point of discharge. All drains should be provided with cleanouts at easily accessible locations. These cleanouts should be serviced at least once every year. 6.0 ADDITIONAL SERVICES Ages Engineering, LLC should review the final project designs and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design. I.f changes are made in the loads, grades, locations, configura- tions or types of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as necessary. We should also provide geotechnical services during construction to observe compliance with our design concepts, specifications, and recommendations. This will allow for expedient design changes if subsurface conditions differ from those anticipated prior to the start of construction. 7.0 LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. This report is the copyrighted property of Ages Engineering, LLC and is intended for the exclusive use of San Stevens and their authorized representatives for use in the design, permitting, and construction portions of this project. Ages Engineering, LLC Page 10 253-845-7000 The analysis and recommmendations presented in this report are based on data obtained from others and our site explorations, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible. The nature and extent of which may not become evident until the time of construction. If variations appear evident, Ages Engineering, LLC should be requested to reevaluate the recommendations in this report prior to proceeding with construction. A contingency for unanticipated subsurface conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated during our exploration, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental relnediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Ages Engineering; LLC Page II 253-845-7000 SeaTac� 13 601 157 4E239 6 013 442 7 i2i lrle1er5 Approximate Site Location Ages Engineering, LLC P. O. Bos 935 Puyallup, WA, 98371 Main (253) 845-7000 www.agesengineering.com Site Vicinity Map Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington Project No.: A-1317 February 2017 Figure 1 KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 • Ages Engineenng, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Exploration Location Plan Stevens Residential 16659 — 531d Avenue S. Tukwila, Washington Project No.: A-I317 February 2017 Figure 2 Approximate Site Location Ages Engineering, LLC P. U. Box 935 Puyallup, WA 98371 Main (253) 845-7000 www.agesengineering.com Geologic Map Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington Project No.: A-1317 February 2017 Figure 3 i i i i i i i UNIFIED SOIL CLASSIFI MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More than 50% Retained on No. 200 Sieve GRAVEL More than 50% Of Coarse Fraction Retained on No. 4 Sieve GRAVEL WITH <5 % FINES GW Well -Graded GRAVEL GP Poorly -Graded GRAVEL GRAVEL WITH BETWEEN 5 AND 15 % FINES GW-GM Well -Graded GRAVEL with silt GW-GC Well -Graded GRAVEL with clay GP -GM Poorly -Graded GRAVEL with silt GP -GC Poorly -Graded GRAVEL with clay GRAVEL WITH > 15 % FINES GM SiltyGRAVEL GC Clayey GRAVEL SAND More than 50% Of Coarse Fraction Passes No. 4 Sieve SAND WITH <5 % FINES SW Well -Graded SAND SP Poorly -Graded SAND SAND WITH BETWEEN 5 AND 15 % FINES SW-SM Well -Graded SAND with silt SW -SC Well -Graded SAND with clay SP-SM Poorly -Graded SAND with silt SP-SC Poorly -Graded SAND with clay SAND WITH >15% FINES SM Silty SAND SC Clayey SAND FINE GRAINED SOILS More than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less than 50 ML Inorganic SILT with low plasticity CL Lean inorganic CLAY with low plasticity OL Organic SILT with low plasticity Liquid Limit 50 or more MH Elastic inorganic SILT with moderate to high plasticity CH Fat inorganic CLAY with moderate to high plasticity Cis Organic SILT or CLAY with moderate to high plasticity HIGHLY ORGANIC SOILS PT PEAT NOTES: (I) Soil descriptions are based on visual field and laboratory observations using the classification methods described in ASTM D-2488. Where laboratory data are available, classifications are in accordance with ASTM D-2487. (2) Solid lines between soil descriptions indicate a change in the interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. (3) Fines are material passing the U.S. No. 200 Sieve. Ages Engineering, LLC P. U. Bole 935 Puyallup, WA. 98371 Main (253) 845-7000 www. agesengineering. com Unified Soil Classification System (USCS) Stevens Residential 16659 — 53rd Avenue S. Tukwila, Washington Project No.: A-1317 February 2017 Figure A-1 - w - Ages Engineering, LLC P.O. Box 935 Puyallup, WA 98371 Office (253) 845-7000 DATE January 12, 2017 Test Hole TH-1 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes M% Other 0 5 Light brown mottled reddish -orange silty SAND with gravel moist, medium dense. (SM) Weathered Glacial till) Light brown silty SAND with gravel, moist to wet, dense_ (SM) (Glacial Till) v Test Hole terminated at a depth of 7.0 feet below surface grades. Light groundwater seepage encountered at 3.5 feet DATE January 12, 2017 Test Hole TH-2 LOGGED ooEn BY: BPK E EV: Depth (feet) 0 5 Soil Description — Light brown mottled reddish -orange silty SAND with gravel moist. medium — dense. (SM) Weathered Glacial till) Notes Light brown silty SAND with gravel, moist to wet, dense, (SM) (Glacial Till) M% l Other v Test Hole terminated at a depth of 6.0 feet below surface grades. Light groundwater seepage encountered at 4.0 feet DATE. January 12, 2017 Test Hole TH-3 LOGGED BY: BPK ELE-: Depth (feet) Soil Description Notes Dark brotkn GRAVEL. itth silt and sand. moist. me -di um dense, (GP -GM) lutw ash; 5-- Light brown mottled reddish -orange silty SAND with gravel moist, medium dense. (SM) Weathered Glacial till) Light frown silty SAND with gravel, moist, dense. (Stet; (Glacial Tilt l Maly I Other v Test Hole terminated at a depth of 9.0 feet below surface grades_ Light groundwater seepage encountered at 3.5 feet Figure A-2 trjono: A-1301 Borfitz Short Plat - Technical Information Report Appendix B Proposed Drainage Plan & Drainage Calculations The Concept Group Appendices WWHM2012 PROJECT REPORT Project Name: Stevens SP Site Name: Stevens SP Site Address: 16659 53rd Ave So City : Tukwila Report Date: 2/14/2017 Gage : Seatac Data Start : 1948/10/01 00:00 Data End : 2009/09/30 00:00 Precip Scale: 1.00 Version Date: 2016/02/25 Version : 4.2.12 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name : Basin 1 Bypass: No GroundWater: No Pervious Land Use C, Forest, Mod acre .184 Pervious Total 0.184 Impervious Land Use acre Impervious Total 0 Basin Total 0.184 Element Flows To: Surface Interflow Groundwater MITIGATED LAND USE Name : Basin 1 Bypass: No GroundWater: No Pervious Land Use Pervious Total acre 0 Impervious Land Use ROOF TOPS FLAT DRIVEWAYS MOD Impervious Total Basin Total acre 0.156 0.028 0.184 0.184 Element Flows To: Surface Interflow Groundwater ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.184 Total Impervious Area:0 Mitigated Landuse Totals for POC #1 Total Pervious Area:0 Total Impervious Area:0.184 Flow Frequency Return Return Period 2 year 5 year 10 year 25 year 50 year 100 year Flow Frequency Return Return Period 2 year 5 year 10 year 25 year 50 year 100 year Periods for Predeveloped. POC #1 Flow(cfs) 0.004958 0.008045 0.009771 0.011555 0.012627 0.013514 Periods for Mitigated. POC #1 Flow(cfs) 0.047641 0.059771 0.068138 0.079118 0.08761 0.09638 This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2017; All Rights Reserved. Project: Designed By: Date: King County Rational Method Q = CXIRXA Q = peak flow rate in cubic feet per second C = runoff coefficients, for pavements & roofs C = 0.90 A = contributing area in acres IR = rainfall intensity in inches per hour IR = (PR) x (iR) PR = precipitation for the 24-hour duration storm event as interpolated from isopluvial maps iR = (aR) x (Tc) (-bR) Tc= time of concentration to initial inlet=5 min aR and bR = coefficients used to adjust the equation for the design storm return frequency R Legend entry block Calculated values **Runoff coefficients "C" values from King County Stormwater Management Manual Table 3.2.1A, Impervious area assumed roof and pavement, Pervious pavement area assumed c value of gravel. Rational Method Per 2016 King County Surface Water Manual Stevens Short Plat ATN 14-Feb-17 King County Stormwater Management Manual Table 3.2.1 B T, iR Design Storm Event aR bR 2 years 1.58 0.58 5.0 0.62 5 years 2.33 0.63 5.0 0.85 10 years 2.44 0.64 5.0 0.87 25 years 2.66 0.65 5.0 0.93 50 years 2.75 0.65 5.0 0.97 100 years 2.61 0.63 5.0 0.95 Event PR iR IR 2 yr 0.62 0.00 10 yr 0.87 0.00 25 yr 3.4 0.93 3.18 100 yr 4.0 0.95 3.79 Basin C value Surtace Area (sf) Surface Area (ac) Q,o Q25 Q100 Lot 1 + Lot 2 0.90 8000 0.18 0.00 0.53 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Manning's Equation for Pipe Capacity Calculations 6-inch Pipe @ 2.0% Diameter of pipe (inches) % Full Flow (see chart) Slope of Pipe (percent) Manning's Coefficient Hydraulic Radius Area in Flow Pipe Capacity 6 95 6.5 0.013 0.143 0.193 Inches SF 1.5411 CFS Hydraulic Radius: 95% Full Flow = 0.143 75% Full Flow = 0.151 50% Full Flow = 0.125 25% Full Flow = 0.073 Area in Flow: 95% full -flow = 75% full -flow = 50% full -flow = 25% full -flow = 0.193 0.158 0.098 0.038 Velocity 8.00 FPS IclanE • and RELINE BURIEN ORy PARrr SPARK 'ORAL SEATAC \ Ay.. )7 /ILO 1 _ PACI —016.rorr WESTERN KING COUNTY 25-Year 24-Hour Precipitation in Inches WOODIt- ILLS -"KIRKLAND CLYDE NI LL LEVUE ISLAN Project Location AUBURN KING COUNTY PIERCE COUNTY N 4 Miles INCTON VALLEMAPL SNPHOMISH COUNT' KING COUNT' 5.0 A61 shun Island FEDERA WAY N BMA NO PAR SEATTLE WESTERN o° KING COUNTY 100-Year 24-Hour Precipitation in Inches MERCER ISLAND RENT t 1 M1 LG DNA PAC 0 • 2 WOOD 'IVILLE, BELLEVUE Project Location C G COUNTY E COUNTY 4 Miles :OMOND MA L OVINGTON VAL E OQUALMI COUNTY COUNTY 6.5 6.0 5.5 f�l 16920 — 16659 53rd Ave 5 (Ste,ens SP)\CADD\Drawings\R16920—PS 2017 — 10:13am z UNDER BUILDING PERMIT D16-0330 N88"03'56"W 162.02 6' PVT. SEWER EASEMENT LOT 2 iL (8,102 SQ. FT) PROPOSED SFR PROPOSED SFR .10' UTILITY EASEMENT Ip AdreArfegfriarrdtAtMSSIS1 ha W N88.03'26"W 162.02' S. 168TH STREET CLEARING BLACKBERRY LIMIT MINIMIZE SOIL DISTURBANCE WITHIN THIS AREA I " 30'-ROW CJ'71 EX. FIRE HYDRANT - ROW -i co Q cc 2 SITE BENCH MARK 'SEWER MANHOLE EL=249.49 CONSTRUCTION NOTES: O CONSTRUCT PERFORATED TIGHLINE INFILTRATION TRENCH PER DETAIL 1 ® INSTALL 102 LF 6" ADS N12 TIGHLINE @ 6.50% UNDER BUILDING PERMIT D16-0330 ® INSTALL YARD DRAIN WITH SOLID LID. RIM=258.50, IE (E)=255.80, IE (W, S)=256.00 ® INSTALL 7 LF 4" PVC SOLID FOOTING DRAIN COLLECTOR @ 1.00% MIN. ® INSTALL 5 LF 4" PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. © INSTALL 6 LF 6" ADS N12 SD COLLECTOR @ 5.00%. 0 INSTALL 36 LF 1Y" WATER SERVICE LINE AS REQUIRED FOR FIRE SPRINKLER. ® INSTALL 1" WATER METER & SERVICE LINE (HIGHLINE WATER DISTRICT PERMIT REQUIRED). ® UTILITY TRENCH (POWER, TEL & CATV). 10 INSTALL 58 LF 6" PVC SIDE SEWER @ 2.00%. PROVIDE CLEAN OUT AS REQUIRED. VALLEY VIEW SEWER DISTRICT PERMIT REQUIRED. 11 INSTALL 12 LF 6" PVC SIDE SEWER STUB @ 2.00% VALLEY VIEW SEWER DISTRICT PERMIT REQUIRED. © REMOVE & CONSTRUCT 12 LF ROCKERY WALL (4' HIGH MAX.). 13 TRENCH & PATCHING PER CITY OF TUKWILA STD DS-14BT. 1® CONSTRUCT 20' WIDE DRIVEWAY APPROACH PER CITY OF TUKWILA SHEET RS-08A AND CURB & GUTTER DETAIL. 0 CONSTRUCT 5' WIDE SIDEWALK (4" THICK & 6" THICK @ DRIVEWAY APPROACH). O CONSTRUCT 4" PERFORATED WALL DRAIN @ SLOPE TO DRAIN. O EX. CB WITH VANED GRATE. EX. RIM=251.80 EX. IE (W)=248.60 EX. IE (SE)=248.50 NEW IE (NW)=248.60 CO INSTALL 6" WIDE SLOTTED DRAIN 1.5 FEET FROM RIGHT OF WAY LINE. 19 INSTALL 24 LF 4" PVC SD@ 1.00% MIN. LEGEND PROPERTY LINE B.S.B.L RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE — — - ADJACENT PROPERTY LINE ROOF OVERHANG LINE C 7 • 4" CONCRETE PAVEMENT PROPOSED RESIDENCE PERFORATE STUB OUT TRENCH PROPERTY CORNER GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. Know what's below. Call before you dig. -1 6" RIGID PERFORATED PIPE @ 0.0% A -410-1 PLAN VIEW NTS 6" RIGID PERFORATED PIPE @ 0.0% EXISTING GROUND YARD DRAIN WITH SOLID LID ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK iD WASHED ROCK 3/4" - 1 1/2" FINE MESH SCREEN ELEVATION VIEW NTS BACKFILL EXISTING GROUND W Z z z 4" SOLID PIPE @ 2.0% MIN. WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) PERFORATED TIGHLINE CONNECTION DETAIL O SCALE: NONE EXPANSION JOINT CEMENT CONC. SIDEWALK 5% 2"-% CRUHSED ROCK 'NOTE: TOP OF LIP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB AND GUTTER SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 3 SHEETS SITE CIVIL PLAN w 1\ 1-1 o N w 6 � M N o o N o CO E Z 5 F DESIGNED BY: Z 5 H CHECKED BY: z 0 REVISION DESCRIPTION 0 Borfitz Short Plat - Technical Information Report Appendix C Erosion Control Plan & Details The Concept Group Appendices s\R16920—PS—EC1.dwg S (Stevens SP)\CADD\Oro 3 Jan 11, 2017 — N88°03'56"W 162.02 TEMPORARY STOCKPILE COVER WITH PLASTIC LOT1 (8,100 SQ. FTJ „ EX. TREE TO BE REMOVED INSTALL SILT FENCE PER DETAIL THIS SHEET LOT 2 (YyF) (8,102 SQ. FT) EX. HOUSE TO BE DEMOLISHED UNDER PERMIT D16-0350 EX. SHED TO BE DEMOLISHED UNDER PERMIT D16-0350 / - - - - EX. CARPORT TO BE DEMOLISHED ~ ^� 6•W 62.02UNDER PERMIT D16-0350 UTILIZE EX. ASPHALT DRIVEWAY AS CONSTRUCTION ENTRANCE N88.0366'W 162.02' S. 168TH STREET 0 O M • 2 t. 0. 30' - ROW INSTALL INL PER DETAIL (f'YP) 30' - ROW co 0 Ct= T PROTECTION THIS SHEET GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. HORIZONTAL GRAPHIC SCALE 20 10 0 ip 20 1 inch = 20 ft. Know what's below. CaII before you dig. EARTHWORK VOLUME ESTIMATES LOCATION CUT (CY) FILL (CY) SITE 20 0 TOE IN SHEETING IN MINIMUM 4"X4" TRENCH JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL NOTES FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2016 KCSWDM FIGURE C.3.6.A SCALE: NONE 10.0' MAX. "I_ 1-1 l 11-11 .719 I I:=1 II_ �� @. 1•I _:14, Ilhlif _r/ - i.-i 11 ( c•� c ME i_;i' III !.� 'I,."ii1.-fl_I� PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED UNDISTURBED GROUND SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED PLASTIC COVERING DETAIL PER 2016 KCSWDM FIGURE C.3.4.A SCALE: NONE CATCH BASIN r— GRATE � aLdS. OVERFLOW CFILTER MEDIA FOR DEWATERING — SOLID W / POROUS BOTTOM—�� NOTES - THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2016 KCSWDM FIGURE C.3.9.B SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 2 OF SHEETS TESC PLAN AND DETAILS N M 0 z N o CO 1- 0 DESIGNED BY: Z 1- 2- a x - 0 U V 0. a REVISION DESCRIPTION 2- m LLI 0 C.3.1 STABILIZED CONSTRUCTION ENTRANCE IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS cleaned by washing down the street, except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, a small sump must be constructed. The sediment would then be washed into the sump where it can be controlled. Wash water must be pumped back onto the site and cannot discharge to systems tributary to surface waters. 4. Any quarry spalls that are loosened from the pad and end up on the roadway shall be removed immediately. FIGURE C.3.1.A STABILIZED CONSTRUCTION ENTRANCE of -i• -at # R.25, MIN. I/�j��l��j �. .1i4f41/44Viteirflerfkiltili'4"' ' Q ni in4RY � .01,40 �a� �j /ji SPACES �t��=\terei% TEXTILE )Sill GEOTEXTILE MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. 2016 Surface Water Design Manual — Appendix C C-109 4/24/2016 SECTION C.3 CONSTRUCTION STORMWATER POLLUTION PREVENTION (CSWPP) MEASURES C.3.4 PLASTIC COVERING Purpose Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. Conditions of Use I. Plastic covering may be used on disturbed areas that require cover measures for less than 30 days. 2. Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-term applications. 3. Clear plastic sheeting may be used over newly -seeded areas to create a greenhouse effect and encourage grass growth. Clear plastic should not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. 4. Due to rapid runoff caused by plastic sheeting, this method shall not be used upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. Note: There have been many problems with plastic, usually attributable to poor installation and maintenance. However, the material itself can cause problems, even when correctly installed and maintained, because it generates high -velocity runoff and breaks down quickly due to ultraviolet radiation. In addition, if the plastic is not completely removed, it can clog drainage system inlets and outlets. It is highly recommended that alternatives to plastic sheeting be used whenever possible and that its use be limited. Design and Installation Specifications 1. See Figure C.3.4.A for details. 2. Plastic sheeting shall have a minimum thickness of 0.06 millimeters. 3. If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. FIGURE C.3.4.A PLASTIC COVERING TOE IN SHEETING IN MINIMUM 4"X4" TRENCH TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED 10' MAX. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 4/24/2016 2016 Surface Water Design Manual — Appendix C C-114 C.3.6 SILT FENCE FIGURE C.3.6.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 2"X2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT FIGURE C.3.6.B SILT FENCE INSTALLATION AND MAINTENANCE Dig trench Reinforce Toe -in -fabric MonKor Maintain and clean 2016 Surface Water Design Manual — Appendix C 4/24/2016 C-117 SECTION C.3 CONSTRUCTION STORMWATER POLLUTION PREVENTION (CSWPP) MEASURES Maintenance Standards 1. Any accumulated sediment on or around inlet protection shall be removed immediately. Sediment shall not be removed with water, and all sediment must be disposed of as fill on site or hauled off site. 2. Any sediment in the catch basin insert shall be removed when the sediment has filled one-third of the available storage. The filter media for the insert shall be cleaned or replaced at least monthly. 3. Regular maintenance is critical for all forms of catch basin/inlet protection. Unlike many forms of protection that fail gradually, catch basin protection will fail suddenly and completely if not maintained properly. FIGURE C.3.9.A FILTER FABRIC PROTECTION STANDARD STRENGTH FILTER FABRIC CATCH BASIN— ' GRATE E /\ NOTE: ONLY TO BE USED WHERE \\j\ PONDING OF WATER ABOVE THE //‹ CATCH BASIN WILL NOT CAUSE \\� TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN \'\ EROSION OF SLOPES. FIGURE C.3.9.B CATCH BASIN INSERT SOLID WALLS FILTER MEDIA FOR "j�� DEWATERING \\/ \jam. CATCH BASIN — GRATE NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. 4/24/2016 2016 Surface Water Design Manual — Appendix C C-122 Borfitz Short Plat - Technical Information Report Appendix D Maintenance Procedures The Concept Group Appendices APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 2 - INFILTRATION FACILITIES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Site • Trash and debris Any trash and debris which exceed 1 cubic foot per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in height. Grass or groundcover mowed to a height no greater than 6 inches. Infiltration Pond, Top or Side Slopes of Dam, Berm or Embankment Rodent holes Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. Rodents removed or destroyed and dam or berm repaired. Tree growth Tree growth threatens integrity of dams, berms or slopes, does not allow maintenance access, or interferes with maintenance activity. If trees are not a threat to dam, berm, or embankment integrity or not interfering with access or maintenance, they do not need to be removed. Trees do not hinder facility performance or maintenance activities. Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Any erosion observed on a compacted slope. Slopes stabilized using appropriate erosion control measures. If erosion is occurring on compacted slope, a licensed civil engineer should be consulted to resolve source of erosion. Settlement Any part of a dam, berm or embankment that has settled 4 inches lower than the design elevation. Top or side slope restored to design dimensions. If settlement is significant, a licensed civil engineer should be consulted to determine the cause of the settlement. Infiltration Pond, Tank, Vault, Trench, or Small Basin Storage Area Sediment accumulation If two inches or more sediment is present or a percolation test indicates facility is working at or less than 90% of design. Facility infiltrates as designed. Liner damaged (If Applicable) Liner is visible or pond does not hold water as designed. Liner repaired or replaced. Infiltration Tank Structure Plugged air vent Any blockage of the vent. Tank or vault freely vents. Tank bent out of shape Any part of tank/pipe is bent out of shape more than 10% of its design shape. Tank repaired or replaced to design. Gaps between sections, damaged joints or cracks or tears in wall A gap wider than %-inch at the joint of any tank sections or any evidence of soil particles entering the tank at a joint or through a wall. No water or soil entering tank through joints or walls. Infiltration Vault Structure Damage to wall, frame, bottom, and/or top slab Cracks wider than '/z-inch, any evidence of soil entering the structure through cracks or qualified inspection personnel determines that the vault is not structurally sound. Vault is sealed and structurally sound. 2016 Surface Water Design Manual — Appendix A A-3 4/24/2016 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 2 - INFILTRATION FACILITIES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than %-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than V<-inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 Ibs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat; covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Infiltration Pond, Tank, Vault, Trench, or Small Basin Filter Bags Plugged Filter bag more than 1/2 full. Replace filter bag or redesign system. Infiltration Pond, Tank, Vault, Trench, or Small Basin Pre - settling Ponds and Vaults Sediment accumulation 6" or more of sediment has accumulated. Pre -settling occurs as designed Infiltration Pond, Rock Filter Plugged High water level on upstream side of filter remains for extended period of time or little or no water flows through filter during heavy rain storms. Rock filter replaced evaluate need for filter and remove if not necessary. Infiltration Pond Emergency Overflow Spillway Rock missing Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Spillway restored to design standards. Tree growth Tree growth impedes flow or threatens stability of spillway. Trees removed. 4/24/2016 A-4 2016 Surface Water Design Manual — Appendix A First American First American Title Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 January 30, 2017 San Stevens American Prestige Homes, Inc PO Box 46002 Seattle, WA 98146 Phone: Fax: Title Officer: Pat Fullerton Phone: (206)615-3055 Fax No.: (866)904-2177 E-Mail: pfullerton@firstam.com Order Number: 2807574 Escrow Number: 2807574 Buyer: Owner: Property: 16659 53rd Ave South Tukwila, Washington 98188 Attached please find the following item(s): Guarantee Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First! FEB 2$2O7 Commune t Develop Form 5003353 (7-1-14) {Page 1 of 9 !Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington First American Guarantee Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-2807574 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES American Prestige Homes, Inc the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Title Insurance Company Q nrsis J. Gilmore President Jeffrey -S_ Robinson Secretary This jacket was created electronically and constitutes an original document :Form 5003353 (7-1-14) Page 2of9 Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, hens, encumbrances, adverse claims 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 claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims 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 specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims 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 judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following 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 an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then 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 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 rights 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 to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at 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 Form 5003353 (7-1-14) Page 3 of 9 Guarantee Number: 2807574 r CLTA #14 Subdivision Guarantee (4-10-75)1 Washingtod GUARANTEE CONDITIONS AND STIPULATIONS (Continued) reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee 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 sworn 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 may 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 administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 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 claim 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 lienholder, the Company shall have the option to purchase the 7. 8. 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 claimant which were authorized by the Company up to the time of purchase. 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 claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the 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, 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 claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant 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 prosection of any litigation for which the Company has exercised its options under Paragraph 4. 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 liability 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. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by Form 5003353 (7-1-14) Page 4 of 9 Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 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. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss 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 for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability 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. Payment of Loss. (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 of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a 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 to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured 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, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title 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 $2,000,000 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 $2,000,000 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 under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13„ Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at First American Title Insurance Company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, California 92707 Claims.NIC@firstam.com Phone: 888-632- 1642 Fax: 877-804-7606 .first American Title Form 5003353 (7-1-14) !Page 5 of 9 Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington! Schedule A Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2807574 Order No.: 2807574 Liability: $2,000.00 Name of Assured: American Prestige Homes, Inc Date of Guarantee: January 25, 2017 The assurances referred to on the face page hereof are: 1. Title is vested in: Fee: $350.00 Tax: $33.60 The heirs at law of Sylvia A. Heath, who acquired title as Sylvia A. Larson, deceased 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, daims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. Form 5003353 (7-1-14) Page 6 of 9 (Guarantee Number: 2807574 i CLTA #14 Subdivision Guarantee (4-10-751 Washington; First American ca, Schedule B Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2807574 RECORD MATTERS 1. General Taxes for the year 2017, which cannot be paid until the 15th day of February of said year. Tax Account No.: Amount: Assessed Land Value: Assessed Improvement Value: Amount: Assessed Land Value: Assessed Improvement Value: 537920017507 1st Half $ 1,604.10 $ 106,000.00 $ 121,000.00 2nd Half 1,604.10 106,000.00 121,000.00 $ $ (Said taxes have not yet been certified) 2. Delinquent General Taxes for the year 2016. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 537920017507 1st Half Amount Billed: $ 1,381.51 Amount Paid: $ 1,381.51 Amount Due: $ 0.00, plus interest and penalty 2nd Half Amount Billed: $ 1,381.50 Amount Paid: $ 0.00 Amount Due: $ 1,381.50, plus interest and penalty Assessed Land Value: $ 101,000.00 Assessed Improvement Value: $ 107,000.00 3. Deed of Trust and the terms Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: and conditions thereof. Sylvia A Heath, an unmarried woman wata Sylvia A. Larson Financial Freedom Senior Funding Corporation, a Subsidiary of Lehman Brothers Bank, FSB Platinum Escrow $285,000.00 March 11, 2004 20040311000679 We note that said Deed of Trust contains an erroneous legal description. If said Deed of Trust is not released in connection with this transaction, it should be re -recorded to correct the legal description. Form 5003353 (7-1-14) Page 7 of 9 ;Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington The beneficial interest was assigned by successive assignments, the last of which was; Recorded: September 04, 2014 Recording information: 20140904000170 To: Onewest Bank N.A., its successors and assigns. 4. Deed of Trust and the terms Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: and conditions thereof. Sylvia A Heath, an unmarried woman wata Sylvia A Larson Secretary of Housing and Urban Development Senior Official with responsibility for Single Family Mortgage Insurance Programs in the Department of Housing and Urban Development Field Office with jurisdiction over the property described below, or a designee of that Official $285,000.00 March 11, 2004 20040311000680 We note that said Deed of Trust contains an erroneous legal description. If said Deed of Trust is not released in connection with this transaction, it should be re -recorded to correct the legal description. 5. Claim of lien by the State of Washington Department of Social and Health Services, Financial Services Administration, Office of Financial Recovery: Against: Amount: Recorded: Recording No.: Sylvia A Heath $Undisclosed April 03, 2014 20140403000715 6. Probate case for Sylvia Heath, deceased. Admitted to Probate: Probate Case No.: Personal Representative: Attorney for Estate: July 28, 2016 16-4-04532-1, King County Jennifer Fraser Glen Robert Clausing Said personal representative is authorized to administer the estate without intervention of court and to mortgage, convey or contract to convey decedent's interest in said premises. 7. Lien of succession taxes upon the estate of Sylvia Heath, deceased, King County, Probate Case No. 16-4-04532-1 8. Easement, including terms and provisions contained therein: Recording Information: 2880048 In Favor of: Puget Sound Power & Light Company, a Mass corp For: Pole line 9. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 8404179002. Informational Notes, if any Form 5003353 (7-1-14) Page 8 of 9 ,Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington First American Schedule C Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 28075,74 The land in the County of King, State of Washington, described as follows: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH 88°05'42" EAST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION A DISTANCE OF 664.00 FEET; THENCE NORTH 1°03'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 1°03'56" EAST 100 FEET; THENCE SOUTH 88°05'42" EAST 162.00 FEET; THENCE SOUTH 1°03'56" WEST 100 FEET; THENCE NORTH 88°05'42" WEST 162.00 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION NO. 1, ACCORDING TO THE UNRECORDED PLAT) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Form 5003353 (7-1-14) Page 9 of 9 {Guarantee Number: 2807574 CLTA #14 Subdivision Guarantee (4-10-75) Washington 20040311000679.001 When recorded mall to: Financial Freedom Senior Funding Corporation A Subsidiary of Lehman Brothers Bank, FSB 3009 Douglas Boulevard, Suite 210 Roseville, California 95661 11111111111111 20040311000679 COMMONWEALTH L CT 30.00 pAGE001 OF 011 KINGIC UNTY10WA8 Abbr. Legal: Ptn of Lot(s) 15, Block 2, of McMicken Heights Division No. 1, Unrecorded J,,t �'� \k Parcel 1: 537920 0175 LOAN NO. 7020349 J tvm . a0).Wc)A. (� State of Washington ADJUSTABLE RATE HOME EQUITY CONVERSION DEED OR TRUST FHA Case No.: 5617978074-952 THIS DEED OF TRUST ("Secunty Instrument") is made on FEBRUARY 23, 2004. The trustor is SYLVIA A HEATH, AN UNMARRIED 'IOMAN \AM" 4y1001/4 A. 1-af Sc)r whose address is 16659 53RD AVENUE SOUTH, TUKWILA, WASHINGTON 98188 ("Borrower") The trustee is PLATINUM ESCROW, 13905 NE 128TH STREET #100, KIRKLAND, WA 98034, ("Trustee") The beneficiary is Financial Freedom Senior Funding Corporation, a Subsidiary of Lehman Brothers Bank, FSB, which is organized and existing under the laws of Delaware, and whose address is 3009 Douglas Boulevard, Suite 210, Roseville, California 95661 ("Lender") Borrower has agreed to repay to Lender amounts which Lender is obligated to advance, including future advances, under the terms of a Home Equity Conversion Loan Agreement dated the same date as this Security Instrument ("Loan Agreement") The agreement to repay is evidenced by Borrower's Note dated the same date as this Secunty Instrument ("Note") This Security Instrument secures to Lender (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note, up to a maximum pnncipal amount of US $285,000.00, (b) the payment of all other sums, with interest, advanced under Paragraph 5 to protect the security of this Security Instrument or otherwise due under the terms of this Secunty Instrument, and (c) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. The full debt, Including all amounts described in (a), (b), and (c) above, if not paid earlier, is due and payable on AUGUST 15, 2083 For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in KING County, Washington See attached Exhibit "A"citAb The real property located at the address 16659 S3RD AVENUE SOUTH, TUKWILA: in the county of KING, state of WASHINGTON TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, nghts, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument All of the foregoing is referred to in this Security Instrument as the "Property " -1- 20040311000679.002 BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to mortgage, grant and convey the Property and that the Property is unencumbered Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record THIS SECURITY INSTRUMENT combines uniform covenants for national use and non -uniform covenants with hmited variations by jurisdiction to constitute a uniform security instrument covering real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows 1. Payment of Principal and Interest. Borrower shall pay when due the pnncipal of, and interest on, the debt evidenced by the Note. 2. Payment of Property Charges. Borrower shall pay all property charges consisting of taxes, ground rents, flood and hazard insurance premiums, and special assessments m a timely manner, and shall provide evidence of payment to Lender, unless Lender pays property charges by withholding funds from monthly payments due to the Borrower or by charging such payments to a line of credit as provided for in the Loan Agreement 3. Fire, Flood and Other Hazard Insurance. Borrower shall insure all improvements on the Property, whether now m existence or subsequently erected, against any hazards, casualties, and contingencies, including fire This insurance shall be maintained in the amounts, to the extent and for the periods required by Lender or the Secretary of Housing and Urban Development ("Secretary") Borrower shall also insure all improvements on the Property, whether now in existence or subsequently erected, against loss by floods to the extent required by the Secretary All insurance shall be earned with companies approved by Lender. The insurance policies and any renewals shall be held by Lender and shall include loss payable clauses in favor of, and in a form acceptable to, Lender In the event of loss, Borrower shall give Lender immediate notice by marl Lender may make proof of loss if not made promptly by Borrower Each insurance company concerned is hereby authonzed and directed to make payment for such loss Lender, instead of to Borrower and Lender jointly Insurance proceeds shall be applied to restoration or repair of the damaged Property, if the restoration or repair is economically feasible and Lender's secunty is not lessened If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied first to the reduction of any indebtedness under a Second Note and Second Security Instrument held by the Secretary on the Property and then to the reduction of the indebtedness under the Note and this Security Instrument Any excess insurance proceeds over an amount required to pay all outstanding indebtedness under the Note and this Security Instrument shall be paid to the entity legally entitled thereto In the event of foreclosure of this Security Instrument or other transfer of title to the Property that extmguishes the indebtedness, all nght, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser 4. Occupancy, Preservation, Maintenance and Protection of the Property; Borrower's Loan Application; Leaseholds. Borrower shall occupy, establish, and use the Property as Borrower's principal residence after the execution of this Security Instrument and Borrower (or at least one Borrower, if initially more than one person are Borrowers) and shall continue to occupy the Property as Borrower's principal residence for the term of the Security Instrument "Principal residence" shall have the same meaning as in the Loan Agreement Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate information or statements to Lender (or failed to provide Lender with any matenal information) in connectton with the Loan evidenced by the Note, including, but not limited to, representations concerning Borrower's occupancy of the Property as a pnncipal residence If this Security Instrument is on a leasehold, Borrower shall comply with the provisions of the lease If Borrower acquires fee title to the Property, the leasehold and fee title shall not be merged unless Lender agrees to merger in writing 5. Charges to Borrower and Protection of Lender's Rights in the Property. Borrower shall pay all governmental or municipal charges, fines and impositions that are not Included in Paragraph 2 Borrower shall pay these obligations on time directly to the entity which is owed the payment If failure to pay would adversely affect Lender's interest in the Property, upon Lender's request Borrower shall promptly furnish to Lender receipts -2- 20040311000679.003 evidencing these payments Borrower shall promptly discharge any hen which has pnonty over this Secunty Instrument in the manner provided in Paragraph 12(c) If Borrower fails to make these payments or the property charges required by Paragraph 2, or falls to perform any other covenants and agreements contained in this Secunty Instrument, or there is a legal proceeding that may significantly affect Lender's ngbts in the Property (such as a proceeding in bankruptcy, for condemnation or to enforce laws or regulations), then Lender may do and pay whatever is necessary to protect the value of the Property and Lender's rights in the Property, including payment of taxes, hazard insurance and other items mentioned in Paragraph 2 To protect Lender's security in the Property, Lender shall advance and charge to Borrower all amounts due to the Secretary for the Mortgage Insurance Premium ("MIP") as defined in the Loan Agreement as well as all sums due to the loan servicer for servicing activities ("Servicing Fee") as defined m the Loan Agreement Any amounts disbursed by Lender under this Paragraph are obligatory and shall become an additional debt of Borrower as provided for in the Loan Agreement and shall be secured by this Security Instrument 6. Inspection. Lender or its agent may enter on, inspect or make appraisals of the Property in a reasonable manner and at reasonable times provided that Lender shall give the Borrower notice prior to any inspection or appraisal specifying a purpose for the inspection or appraisal which must be related to Lender's interest in the Property If the Property is vacant or abandoned or the loan is in default, Lender may take reasonable action to protect and preserve such vacant or abandoned Property without notice to the Borrower 7. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation, or other taking of any part of the Property, or for conveyance in place of condemnation shall be paid. to Lender The proceeds shall be applied first to the reduction of any indebtedness under a Second Note and Second Security Instrument held by the Secretary on the Property, and then to the reduction of the indebtedness under the Note and this Security Instrument Any excess proceeds over an amount required to pay all outstanding indebtedness under the Note and this Secunty Instrument shall be paid to the entity legally entitled thereto. 8. Fees. Lender may collect fees and charges authorized by the Secretary 9. Grounds for Acceleration of Debt. (a) Due and Payable. Lender may require immediate payment in full of all sums secured by this Security Instrument if (t) A Borrower dies and the Property is not the pnncipal residence of at least one surviving Borrower, or (n) All of a Borrower's title in the Property (or his or her beneficial interest in a trust owning all or part of the Property) is sold or otherwise transferred an no other Borrower retains (a) title to the Property in fee simple, (b) a leasehold under a lease for less than 99 years which is renewable or a lease having a remaining penod of not less than 50 years beyond the date of the 100th birthday of the youngest Borrower, or (c) a life estate in the Property (or a beneficial interest in a trust with such an interest in the Property) (b) Due and Payable with Secretary Approval. Lender may require immediate payment in full of all sums secured by this Security Instrument, upon approval by an authorized representative of the Secretary, if (i) The Property ceases to be the pnncipal residence of a Borrower for reasons other than death and the Property is not the pnncipal residence of at least one other Borrower, or -3- 20040311000679.004 (u) For a period of longer than twelve (12) consecutive months, a Borrower fails to physically occupy the Property because of physical or mental illness and the Property is not the principal residence of at least one other Borrower, or (m) An obligation of the Borrower under this Secunty Instrument is not performed (c) Notice to Lender. Borrower shall notify Lender whenever any of the events listed in subparagraphs (a) and (b) of this Paragraph 9(a)(n) or (b) occur (d) Notice to Secretary and Borrower. Lender shall notify the Secretary and Borrower whenever the loan becomes due and payable under this Paragraph 9(a)(n) and (b) Lender shall not have the nght to commence foreclosure until Borrower has had thirty (30) days after notice to either (i) Correct the matter which resulted in the Security Instrument coming due and payable, or (it) Pay the balance in full, or (m) Sell the Property for the lesser of the balance or 95% of the appraised value and apply the net proceeds of the sale toward the balance, or (iv) Provide the Lender with a deed in heu of foreclosure (e) Trusts. Conveyance of a Borrower's interest m the Property to a trust which meets the requirements of the Secretary, or conveyance of a trust's interests in the Property to a Borrower, shall not be considered a conveyance for purposes of this Paragraph A trust shall not be considered an occupant or be considered as having a principal residence for purposes of this Paragraph 9 (f) Mortgage Not Insured. Borrower agrees that should this Secunty Instrument and the Note not be eligible for insurance under the National Housing Act within SIXTY DAYS from the date hereof, Lender may, at its option, require immediate payment in full of all sums secured by this Secunty Instrument A wntten statement of any authorized agent of the Secretary dated subsequent to SIXTY DAYS from the date hereof, declining to insure this Secunty Instrument and the Note, shall be deemed conclusive proof of such ineligibility Notwithstanding the foregoing, this option may not be exercised by Lender when the unavailability of insurance is solely due to Lender's failure to remit a mortgage insurance premium to the Secretary 10. No Deficiency Judgements. Borrower shall have no personal liability for payment of the debt secured by this Security Instrument Lender may enforce the debt only through sale of the Property Lender shall not be permitted to obtain a deficiency judgement against Borrower if the Secunty Instrument is foreclosed If this Security Instrument is assigned to the Secretary upon demand by the Secretary, Borrower shall not be liable for any difference between the mortgage insurance benefits paid to Lender and the outstanding indebtedness, including accrued interest, owed by Borrower at the time of the assignment 11. Reinstatement. Borrower has a right to be reinstated if Lender has required immediate payment in full This right applies even after foreclosure proceedings are instituted To reinstate this Security Instrument, Borrower shall correct the condition which resulted m the requirement for immediate payment in full. Foreclosure costs and reasonable and customary attorneys i fees and expenses properly associated with a foreclosure proceeding shall be added to the pnncipal balance Upon reinstatement by Borrower, this Security Instrument and the obligations that it secures shall remain in effect as if Lender had not required immediate payment in full However, Lender is not required to permit reinstatement if (i) Lender has accepted reinstatement after the commencement of foreclosure proceedings within two (2) years immediately preceding the commencement of a current foreclosure proceeding, (u) reinstatement will preclude foreclosure on different grounds in the future, or (ni) reinstatement will adversely affect the pnonty of the Secunty Instrument -4- 20040311000679.005 12. First Lien Status (a) Modification. Borrower agrees to extend this Security Instrument in accordance with this Paragraph 12(a). If Lender determines that the original lien status of the Security Instrument is jeopardized under state law (mcluding but not limited to situations where the amount secured by the Security Instrument equals or exceeds the maximum principal amount stated or the maximum period under which loan advances retain the same lien pnonty imtially granted to loan advances has expired) and state law permits the onginal hen status to be maintained for future loan advances through the execution and recordation of one or more documents, then Lender shall obtain title evidence at Borrower's expense If the title evidence indicates that the Property is not encumbered by any hens (except this Security Instrument, the Second Secunty Instrument described in Paragraph 13(a) and any subordinate hens that the Lender determines will also be subordmate to any future loan advances), Lender shall request the Borrower to execute such documents If state law does not permit the original lien status to be extended to future loan advances, Borrower will be deemed to have failed to have performed an obligation under this Secunty Instrument (b) Tax Deferral Programs. Borrower shall not participate in a real estate tax deferral program, if any hens created by the tax deferral are not subordinate to this Security Instrument (c) Prior Liens. Borrower shall promptly discharge any lien which has pnonty over this Security Instrument unless Borrower (a) agrees in writing to the payment of the obligation secured by the hen in a manner acceptable to Lender, (b) contests m good faith the hen by, or defends against enforcement of the hen in, legal proceedings which m the Lender's opinion operate to prevent the enforcement of the lien or forfeiture of any part of the Property, or (c) secures from the holder of the hen an agreement satisfactory to Lender subordinating the lien to all amounts secured by this Security Instrument If Lender determines that any part of the Property is subject to a hen which may attain pnonty over this Security Instrument, Lender may give Borrower a notice identifying the lien. Borrower shall satisfy the hen or take one or more of the actions set forth above within ten (I0) days of the giving of notice 13. Relationship to Second Security Instrument (a) Second Security Instrument. In order to secure payments which the Secretary may make to or on behalf of Borrower pursuant to Section 255(i)(1)(A) of the National Housing Act and the Loan Agreement, unless otherwise provided by the Secretary, the Secretary has required Borrower to execute a Second Note and Second Security Instrument on the Property (b) Relationship of First and Second Security Instruments. Payments made by the Secretary shall not be included m the debt under the Note unless (i) This Security Instrument is assigned to the Secretary, or (n) The Secretary accepts reimbursement by the Lender for all payments made by the Secretary If the circumstances descnbed m (i) or (n) occur, then all payments by the Secretary, including interest on the payments but excluding tate charges paid by the Secretary, shall be included in the debt under the Note (c) Effect on Borrower. Where there is no assignment or reimbursement as descnbed in (b)(i) or (it) and the Secretary makes payments to Borrower, then Borrower shall not (i) Be required to pay amounts owed under the Note, or pay any rents and revenues of the Property under Paragraph 19 to Lender or a receiver of the Property, until the Secretary has required payment in full of all outstanding pnncipal and accrued interest under the Second Note, or (n) Be obligated to pay interest or shared appreciation under the Note at any time, whether accrued before or after the payments by the Secretary, and whether or not accrued interest has been included in the pnncipal balance under the Note -5- 20040311000679.006 (d) No Duty of the Secretary. The Secretary has no duty to Lender to enforce covenants of the Second Security Instrument or to take actions to preserve the value of the Property, even though Lender may be unable to collect amounts owed under the Note because of restrictions in this Paragraph 13. 14. Forbearance by Lender Not a Waiver. Any forbearance by Lender in exercising any right or remedy shall not be a waiver of or preclude the exercise of any right or remedy 15. Successors and Assigns Bound; Joint and Several Liability. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender Borrower may not assign any rights or obligations under this Security Instrument or under the Note, except to a trust that meets the requirements of the Secretary Borrower's covenants and agreements shall be joint and several. 16. Notices. Any notice to Borrower provided for in this Secunty Insfiiment shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method The notice shall be directed to the Property Address or any other address all Borrowers jointly designate Any notice to Lender shall be given by first class mail to Lender's address stated herem or any address Lender designates by notice to Borrower Any notice provided for in this Secunty Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this Paragraph 16. 17. Governing Law; Severability. This Secunty Instrument shall be governed by Federal law and the law of the jurisdiction in which the Property is located. In the event that any provision or clause of thus Secunty Instrument or the Note conflicts with applicable law, such conflict shall not affect other provisions of this Secunty Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Secunty Instrument and the Note are declared to be severable. 18. Borrower's Copy. Borrower shall be given one conformed copy of the Note and this Secunty Instrument NON -UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows 19. Assignment of Rents. Borrower unconditionally assigns and transfers to Lender all the rents and revenues of the Property Borrower authorizes Lender or Lender's agents to collect the rents and revenues and hereby directs each tenant of the Property to pay the rents to Lender or Lender's agents However, pnor to Lender's Notice to Borrower of Borrower's breach of any covenant or agreement in the Security Instrument, Borrower shall collect and receive all rents and revenues of the Property as trustee for the benefit of Lender and Borrower This assignment of rents constitutes an absolute assignment and not an assignment for additional secunty only If Lender gives notice of breach to Borrower (a) all rents received by Borrower shall be held by Borrower as trustee for benefit of Lender only, to be applied to the sums secured by this Secunty Instrument, (b) Lender shall be entitled to collect and receive all of the rents of the Property, and (c) each tenant of the Property shall pay all rents due and unpaid to Lender or Lender's agent on Lender's written demand to the tenant Borrower has not executed any pnor assignment of the rents and has not and will not perform any act that would prevent Lender from exercising its nghts under this Paragraph 19 Lender shall not be required to enter upon, take control of or maintain the Property before or after giving notice of breach to Borrower However, Lender or a judicially appointed receiver may do so at any time there is a breach Any application of rents shall not cure or waive any default or invalidate any other nght or remedy of Lender This assignment of rents of the Property shall terminate when the debt secured by this Security Instrument is paid in full 20. Foreclosure Procedure. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Paragraph 20, including, but not limited to, reasonable attomeys' fees and costs of title evidence. -6- 20040311000679.007 For any event of acceleration under Paragraph 9, Lender may invoke the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee and lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as applicable law may require After the time required by applicable law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines Trustee may postpone sale of the Property for a period or penods permitted by applicable law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or imphed. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale in the following order (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by this Security Instrument, and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county m which the sale took place If Lender invokes the power of sale, Lender shall give off notice of sale to Borrower in the manner provided in Paragraph 16 Lender shall publish and post the notice of sale, and the Property shall be sold in the manner prescnbed by applicable law Lender, or its designee may purchase the Property at any sale The proceeds of the sale shall be applied m the following order (a) to all expenses of the sale, including, but not limited to, reasonable attorneys' fees, (b) to all sums secured by this Security Instrument, and (c) any excess to the person or persons legally entitled to it 21. Lien Priority. The full amount secured by this Secunty Instrument shall have the same pnonty over any other liens on the Property as if the full amount had been disbursed on the date the initial disbursement was made, regardless of the actual date of any disbursement. The amount secured by this Secunty Instrument shalt include all direct payments by Lender to Borrower and all other loan advances permitted by this Secunty Instrument for any purpose This lien priority shall apply notwithstanding any State constitution, law or regulation, except that this lien pnonty shall not affect the pnonty of any liens for unpaid State or local governmental unit special assessments or taxes 22. Adjustable Rate Feature. Under the Note, the initial stated interest rate of TWO AND SEVENTY FOUR HUNDREDTHS percent (2 740%) which accrues on the unpaid pnncipal balance ("Initial Interest Rate") is subject to change, as described below When the interest rate changes, the new adjusted interest rate will be applied to the total outstanding pnncipal balance Each adjustment to the interest rate will be based upon the weekly average yield on United States Treasury Secunties adjusted to a constant matunty of one year, ("Index") plus a margin The Index is published in the Federal Reserve Bulletin and made available by the United States Treasury Department in Statistical Release H.15 (519) If the Index is no longer available, Lender will be required to use any index prescnbed by the Department of Housing and Urban Development The new index will have a historical movement substantially similar to the ongmal mdex, and the new index and margin will result in an annual percentage rate that is substantially similar to the rate in effect at the time the onginal index becomes unavailable Lender will perform the calculations descnbed below to determine the new adjusted interest rate The interest rate may change on MAY 1, 2004, and on the first day of and on that day of each succeeding year, or X the first day of each succeeding month (Change Date) until the loan is repaid in full. The value of the Index will be determined, using the most recent Index figure available thirty (30) days before the Change Date ("Current Index") Before each Change Date, the new interest rate will be calculated by adding a margin to the Current Index The sum of the margin plus the Current Index will be called the "Calculated Interest Rate" for each Change Date The Calculated Interest Rate will be compared to the interest rate in effect immediately pnor to the current Change Date (the "Existing Interest Rate) -7- 20040311000679.008 Annually Adjusting Vanable Rate Feature X Monthly Adjusting Vanable Rate Feature - The Calculated Interest Rate will never increase above TWELVE AND SEVENTY FOUR HUNDREDTHS PERCENT. The Calculated Interest Rate will be adjusted if necessary to comply with the rate limitations) descnbed above and will be in effect until the next Change Date At any change date, if the Calculated Interest Rate equals the Existing Interest Rate, the interest rate will not change. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee Trustee shall reconvey the Property without warranty and without charge to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs 24. Substitute Trustee. In accordance with applicable law, Lender may from tune to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon the Trustee herein and by applicable law 25. Use of Property. The property is not used principally for agncultural or farming purposes 26. Obligatory Loan Advances. Lender's responsibility to make Loan Advances under the terms of the Loan Agreement, including Loan Advances of pnncipal to Borrower as well as Loan Advances for interest, MIP, Servicing Fees, and other charges shall be obhgatory 27. Riders to this Security Instrument. If one or more riders are executed by Borrower and recorded together with this Security Instrument, the covenants of each such nder shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the nder(s) were a part of this Security Instrument [Check all nders that are applicable] Condominium Rider Shared Appreciation Rider PUD Rider Other BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any nder(s) executed by Borrower and recorded with it Witnesses Signature SYL ' A A. HEATH (Borrower) [SpaceBelowThisLineForAcknowledgment] -8- 20040311000679.009 STATE OF WASHINGTON KING County ss: On this day personally appeared before me SYLVIA A HEATH to me known to be the individual, or individuals described r . . • • who executed the within and foregoing instrument, and acknowledged that he/she/they-signed the -u free and voluntary, act and deed, for the uses and purposes therein mentioned Given under same as lit • (Li.; day of Fc b �•* Notary Public in and for the state of Washington, residing at -9- Sigisture o cer and official seal 20040311000679.010 EXHIBIT A Exhibit A to the Deed of Trust made on FEBRUARY 23, 2004, by SYLVIA A. HEATH, WHO ACQUIRED TITLE AS SYLVIA A. LARSON, AS HER SEPARATE ESTATE ("Borrower") to PLATINUM ESCROW ("Trustee") for the benefit of Financial Freedom Senior Funding Corporation, a Subsidiary of' Lehman Brothers Bank, FSB ("Lender") The Property is located in the county of KING, state of WASHINGTON, described as follows Description of Property See attached Exhibit "A" 20040311000679.011 BEGINNING AT THE WEST QUARTER OF CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M , IN KING COUNTY WASHINGTON, THENCE SOUTH 88°05'42" EAST ALONG THE WEST AND EAST CENTERLINE OF SAID SECTION A DISTANCE OF 664 00 FEET, THENCE NORTH 1°56'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING NORTH 1°03'56" EAST 100 FEET, THENCE SOUTH 88°05'42" EAST 162 00 FEET, THENCE NORTH 88°05'42" WEST 162 00 FEET TO THE TRUE POINT OF BEGINNING, (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION NO 1, ACCORDING TO THE UNRECORDED PLAT) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON legal rev (010698) Prepared by. Recording Requested By and Return to: John Heywood Financial Freedom 2900 Esperanza Crossing Austin, TX 78758 Assignments DM-01-01 Loan: 7020349 20140904000170 00A E-001 A8 22OT 15.00 KING COUNTY, UA ASSIGNMENT OF DEED OF TRUST Min: 100854900070203498 MERS Phone: 1-888-679-6377 20140904000170.001 FHA Case Number. 5617978074 FOR VALUE RECEIVED, MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. ("MERS"), AS DESIGNATED NOMINEE FOR FINANCIAL FREEDOM ACQUISITION LLC, BENEFICIARY OF THE SECURITY INSTRUMENT, ITS SUCCESSORS AND ASSIGNS, whose address is MERS. P.O. Box 2026. Flint, MI 48501-2026, does hereby assign and transfer to ()NEWEST BANK N.A.; ITS SUCCESSORS AND ASSIGNS, forever and without recourse, whose address is 2900 Esperanza Crossing. Austin, TX 78758, all its right. title and interest in and to a certain deed of trust from SYLVIA A. HEATH, AN UNMARRIED WOMAN to FINANCIAL FREEDOM SENIOR FUNDING CORPORATION, A SUBSIDIARY OF LEHMAN BROTHERS BANK. FSB for S285,000.00, dated 2/23/2004 of record on 3/11/2004 as Document 20040311000679. in the KING County Clerk's Office, State of WASHINGTON. Property Address: 16659 53RD AVENUE SOUTH, TUKWILA, WASHINGTON 98188 Legal description: N/A Executed this JUL 22 2014 MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. ("MERS"), AS DESIGNATED NOMINEE FOR FINANCIAL FREEDOM ACQUISITION LLC, BENEFICIARY OF THE SECURITY INSTRUMENT. ITS SUCCESSORS AND ASSIGNS By: MELINDA LEA DAVIS Title: ASSISTANT SECRETARY 20140904000170.002 STATE OF TEXAS COUNTY OF TRAVIS This instrument was acknowledged before me on JUL 2 2 2014 by MELINDA LEA DAVIS the ASSISTANT SECRETARY of MORTGAGE ELECTRONIC REGISTRATION SYSTEMS. INC. ("MER.S"). A DELAWARE CORPORATION. AS DESIGNATED NOMINEE FOR FINANCIAL FREEDOM ACQUISITION LLC. BENEFICIARY OF THE SECURITY INSTRUMENT, ITS SUCCESSORS AND ASSIGNS, on behalf of said corporation. Now ' Public in and for the State of Texas Notary's Printed Name: LUTRICIA CARTER My Commission Expires: 9/19;2017 DOT for S285,000.00 dated 2/23/2004 LUTRICIA CARTER My Commission Expires September 19, 2017 20040311000680.001 When recorded mail to: Financial Freedom Senior Funding Corporation A Subsidiary of Lehman Brothers Bank, FSB 3009 Douglas Boulevard, Sutte 210 Roseville, California 95661 110 Oil 20040311000680 COMMONWEALTH L DT 29 00 PAGE001 OF 010 03/11/2004 10:48 KING COUNTY, WA i Abbr Legal: Ptn of Lot(s) 15, Block 2, of McMicken Heights Division No. 1, Unrecorded t,ll �,5 to Parcel #: 537920 0175 LOAN NO 7020349 CiMWTh LAM u u State of Washington ADJUSTABLE RATE HOME EQUITY CONVERSION SECOND DEED OF TRUST V FHA Case No.: 5617978074-952 THIS DEED OF TRUST ("Secunty Instrument" or "Second Secunty Instrument") is made on FEBRUARY 23, 2004 The trustor is SYLVIA A HEATH, AN UNMARRIED WOMAN itt11t SyIVtt\ Lgr'5ort whose address is 16659 53RD AVENUE SOUTH, TUKWILA, WASHINGTON 98188 ("Borrower"). The trustee is the SENIOR OFFICIAL WITH RESPONSIBILITY FOR SINGLE FAMILY MORTGAGE INSURANCE PROGRAMS IN THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT FIELD OFFICE WITH JURISDICTION OVER THE PROPERTY DESCRIBED BELOW, OR A DESIGNEE OF THAT OFFICIAL ("Trustee") The beneficiary is the Secretary of Housing and Urban Development, and whose address is 451 Seventh Street, S W , Washington, DC 20410, ("Lender" or "Secretary") Borrower has agreed to repay to Lender amounts which Lender is obligated to advance, including future advances, under the terms of a Home Equity Conversion Loan Agreement dated the same date as this Secunty Instrument("Loan Agreement"). The agreement to repay is evidenced by Borrower's Note dated the same date as this Secunty Instrument ("Second Note") This Security Instrument secures to Lender (a) the repayment of the debt evidenced by the Second Note, with interest, and all renewals, extensions and modifications of the Note, up to a maximum principal amount of US $285,000 00, (b) the payment of all other sums, with interest, advanced under Paragraph 5 to protect the security of this Security Instrument or otherwise due under the terms of this Secunty Instrument, and (c) the performance of Borrower's covenants and agreements under this Secunty Instrument and the Second Note The full debt, rcludrng all amounts described in (a), (b), and (c) above, if not paid earlier, is due and payable on AUGUST 15, 2083. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in KING County, Washington See attached Exhibit "A" The real property located at the address 16659 53RD AVENUE SOUTH, TUKWILA jin the county of KING, state of WASHINGTON TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, rights, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Secunty Instrument All of the foregoing is referred to in this Security Instrument as the "Property." -1- 20040311000680.002 BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the nght to grant and convey the Property and that the Property is only encumbered by a First Security Instrument given by Borrower and dated the same date as this Security Instrument ("First Secunty Instrument") Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record THIS SECURITY INSTRUMENT combines uniform covenants for national use and non -uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows 1. Payment of Principal and Interest. Borrower shall pay when due the pnncipal of, and interest on, the debt evidenced by the Second Note 2. Payment of Property Charges. Borrower shall pay all property charges consisting of taxes, ground rents, flood and hazard insurance premiums, and special assessments in a timely manner, and shall provide evidence of payment to Lender, unless Lender pays property charges by withholding funds from monthly payments due to the Borrower or by charging such payments to a line of credit as provided for in the Loan Agreement. Lender may require Borrower to pay specified property charges directly to the party owed payment even though Lender pays other property charges as provided in this Paragraph 3. Fire, Flood and Other Hazard Insurance. Borrower shall insure all improvements on the Property, whether now in existence or subsequently erected, against any hazards, casualties, and contingencies, including fire This insurance shall be maintained in the amounts, to the extent and for the penods required by Lender. Borrower shall also insure all improvements on the Property, whether now in existence or subsequently erected, against loss by floods to the extent required by Lender The insurance policies and any renewals shall be held by Lender and shall include loss payable clauses in favor of, and in a form acceptable to, Lender In the event of loss, Borrower shall give Lender immediate notice by mail Lender may make proof of loss if not made promptly by Borrower Each insurance company concerned is hereby authonzed and directed to make payment for such loss to Lender, instead of to Borrower and Lender jointly Insurance proceeds shall be applied to restoration or repair of the damaged Property, if the restoration or repair is economically feasible and Lender's security is not lessened If the restoration or repair is not economically feasible or Lender's secunty would be lessened, the insurance proceeds shall be applied first to the reduction of any indebtedness under the Second Note and this Secunty Instrument Any excess insurance proceeds over an amount required to pay all outstanding indebtedness under the Second Note and this Secunty Instrument shall be paid to the entity legally entitled thereto In the event of foreclosure of this Secunty Instrument or other transfer of title to the Property that extinguishes the indebtedness, all right, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser 4. Occupancy, Preservation, Maintenance and Protection of the Property; Borrower's Loan Application; Leaseholds. Borrower shall occupy, establish, and use the Property as Borrower's principal residence after the execution of this Secunty Instrument and Borrower (or at least one Borrower, if initially more than one person are Borrowers) and shall continue to occupy the Property as Borrower's pnncipal residence for the term of the Security Instrument "Pnncipal residence" shall have the same meaning as in the Loan Agreement Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate information or statements to Lender (or failed to provide Lender with any matenal mformation) in connection with the Loan evidenced by the Note, including, but not limited to, representations concerning Borrower's occupancy of the Property as a principal residence If Phis Secunty Instrument is on a leasehold, Borrower shall comply with the provisions of the lease If Borrower acquires fee title to the Property, the leasehold and fee title shall not be merged unless Lender agrees to merger in wnting. 5. Charges to Borrower and Protection of Lender's Rights in the Property. Borrower shall pay all governmental or municipal charges, fines and impositions that are not included in Paragraph 2 Borrower shall pay these obligations on time directly to the entity which is owed the payment If failure to pay would adversely affect Lender's interest in the Property, upon Lender's request Borrower shall promptly furnish to Lender receipts -2- 20040311000680.003 evidencing these payments. Borrower shall promptly discharge any lien which has pnonty over this Security Instrument' in the manner provided in Paragraph 12(c) If Borrower fails to make these payments or the property charges required by Paragraph 2, or fails to perform any other covenants and agreements contained in this Security Instrument, or there is a legal proceeding that may significantly affect Lender's rights m the Property (such as a proceeding in bankruptcy, for condemnation or to enforce laws or regulations), then Lender may do and pay whatever is necessary to protect the value of the Property and Lender's rights in the Property, including payment of taxes, hazard insurance and other items mentioned in Paragraph 2 To protect Lender's security in the Property, Lender shall advance and charge to Borrower all amounts due to the Secretary for the Mortgage Insurance Premium ("MIP") as defined in the Loan Agreement as well as all sums due to the loan servicer for servicing activities ("Servicing Fee") as defined in the Loan Agreement Any amounts disbursed by Lender under this Paragraph are obligatory and shall become an additional debt of Borrower as provided for in the Loan Agreement and shall be secured by this Secunty Instrument 6. Inspection. Lender or its agent may enter on, inspect or make appraisals of the Property in a reasonable manner and at reasonable times provided that Lender shall give the Borrower notice prior to any inspection or appraisal specifying a purpose for the inspection or appraisal which must be related to Lender's interest in the Property If the Property is vacant or abandoned or the loan is in default, Lender may take reasonable action to protect and preserve such vacant or abandoned Property without notice to the Borrower 7. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of any part of the Property, or for conveyance in place of condemnation, shall be paid to Lender. The proceeds shall be applied first to the reduction of any indebtedness under a Second Note and Second Security Instrument held by the Secretary to the Property, and then to the reduction of the indebtedness under the Note and this Security Instrument Any excess proceeds over an amount required to pay all outstanding indebtedness under the Note and this Secunty Instrument shall be paid to the entity legally entitled thereto S. Fees. Lender may collect fees and charges authorized by the Secretary 9. Grounds for Acceleration of Debt. (a) Due and Payable. Lender may require payment m full of all sums secured by this Security Instrument if (i) A Borrower dies and the Property is not the Principal residence of at least one surviving Borrower, or (ii) Alt of a Borrower's title in the Property (or his or her beneficial interest in a trust owning all or part of the Property) is sold or otherwise transferred an no other Borrower retains (a) title to the Property in fee simple, (b) a leasehold under a lease for Iess than 99 years which is renewable or a lease having a remaining penod of not less than 50 years beyond the date of the 100th birthday of the youngest Borrower, or (c) a life estate in the Property (or a beneficial interest in a trust with such an interest in the Property) (lit) The Property ceases to be the principal residence of a Borrower for reasons other than death and the Property is not the pnncipal residence of at least one other Borrower, or (iv) For a period of longer than twelve (12) consecutive months, a Borrower fails to physically occupy the Property because of physical or mental illness and the Property is not the pnncipal residence of at Least one other Borrower, or (v) An obligation of the Borrower under this Security Instrument is not performed. -3- 20040311000680.004 (b) Notice to Lender. Borrower shall notify the Lender whenever any of the events listed in Paragraph 9(a)(n)-(v) occur (c) Notice to Borrower. Lender shall notify Borrower whenever the loan becomes due and payable under Paragraph 9(a)(n)-(v) Lender shall not have the right to commence foreclose until Borrower has had thuty (30) days after notice to either (i) Correct the matter which resulted in the Secunty Instrument coming due and payable, or (n) Pay the balance m full, or (iii) Sell the Property for the lesser of the balance or 95% of the appraised value and apply the net proceeds of the sale toward the balance, or (iv) Provide the Lender with a deed in heu of foreclosure (d) Trusts. Conveyance of a Borrower's interest in the Property to a trust which meets the requirements of the Secretary, or conveyance of a trust's interests in the Property to a Borrower, shalll not be considered a conveyance for purposes of this Paragraph 9. A trust shall not be considered an occupant or be considered as having a principal residence for purposes of this Paragraph 9 10. No Deficiency Judgements. Borrower shall have no personal liability for payment of the debt secured by this Secunty Instrument Lender may enforce the debt only through sale of the Property Lender shall not be permitted to obtain a deficiency judgement against Borrower if the Secunty Instrument is foreclosed 11. Reinstatement. Borrower has a nght to be reinstated if Lender has required immediate payment in full. This right applies even after foreclosure proceedings are instituted To reinstate this Security Instrument, Borrower shall correct the condition which resulted in the requirement for immediate payment in full Foreclosure costs and reasonable and customary attorneys' fees and expenses properly associated with a foreclosure proceeding shall be added to the pnncipal balance Upon reinstatement by Borrower, this Secunty Instrument and the obligations that it secures shall remain m effect as if Lender had not required immediate payment in full. However, Lender is not required to permit reinstatement if (i) Lender has accepted reinstatement after the commencement of foreclosure proceedings within two (2) years immediatelyproceedmg the commencement of a current foreclosure proceeding, (n) reinstatement will preclude foreclosure on different grounds in the future, or (iii) reinstatement will adversely affect the priority of the Secunty Instrument 12. Second Lien Status (a) Modification. Borrower agrees to extend this Security Instrument in accordance with this Paragraph 12(a). If Lender determines that the original hen status of the Security Instrument is jeopardized under state law (including but not limited to situations where the amount secured by the Security Instrument equals or exceeds the maximum pnncipal amount stated or the maximum penod under which loan advances retain the same hen prionty initially granted to loan advances has expired) and state law permits the original hen status to be maintained for future loan advances through the execution and recordation of one or more documents, then Lender shall obtain title evidence at Borrower's expense If the title evidence indicates that the Property is not encumbered by any hens (except the First Secunty Instrument descnbed m Paragraph I3(a), this Second Security Instrument and any subordinate liens that the Lender determines will also be subordinate to any future loan advances), Lender shall request the Borrower to execute such documents If state law does not permit the ongmal hen status to be extended to future loan advances, Borrower will be deemed to have failed to have performed an obligation under this Secunty Instrument. -4- 20040311000680.005 (b) Tax Deferral Programs. Borrower shall not participate m a real estate tax deferral program, if any hens created by the tax deferral are not subordinate to this Secunty Instrument (c) Prior Liens. Borrower shall promptly discharge any hen which has pnonty over this Security Instrument unless Borrower (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, (b) contests in good faith the lien by, or defends against enforcement of the lien in, legal proceedings which in the Lender's opinion operate to prevent the enforcement of the lien or forfeiture of any part of the Property, or (c) secures from the holder of the hen an agreement satisfactory to Lender subordinating the hen to all amounts secured by this Secunty Instrument If Lender determines that any part of the Property is subject to a hen which may attain priority over this Security Instrument, Lender may give Borrower a notice identifying the hen. Borrower shall satisfy the hen or take one or more of the actions set forth above within ten (10) days of the giving of notice 13. Relationship to First Security Instrument. (a) Second Security Instrument. In order to secure payments which the Secretary may make to or on behalf of Borrower pursuant to Section 255(i)(1)(A) of the National Housing Act and the Loan Agreement, the Secretary has required Borrower to execute a Second Note and this Second Secunty Instrument Borrower has also executed a First Note and First Security Instrument (h) Relationship of First and Second Security Instruments. Payments made by the Secretary shall not be included in the debt under the First Note unless (i) The First Secunty Instrument is assigned to the Secretary, or (n) The Secretary accepts reimbursement by the holder of the First Note for all payments made by the Secretary If the circumstances described in (i) or (ir) occur, then all payments by the Secretary, including interest on the payments, but excluding late charges paid by the Secretary, shall be included in the debt under the First Note (c) Effect on Borrower. Where there is no assignment or reimbursement as described in (b)(i) or (n) and the Secretary makes payments to Borrower, then Borrower shall not (t) Be required to pay amounts owed under the First Note, or pay any rents and revenues of the Property under Paragraph 19 to the holder of the First Note or a receiver of the Property, until the Secretary has required payment m full of all outstanding pnncipal and accrued interest under the Second Note, Or (n) Be obligated to pay interest or shared appreciation under the First Note at any time, whether accrued before or after the payments by the Secretary, and whether or not accrued interest has been included in the principal balance under the First Note (d) No Duty of the Secretary. The Secretary has no duty to the holder of the of the First Note to enforce covenants of the Second Secunty Instrument or to take actions to preserve the value of the Property, even though the holder of the First Note may be unable to collect amounts owed under the First Note because of restrictions in this Paragraph 13 (e) Restrictions on Enforcement. Notwithstanding anything else in this Security Instrument, the Borrower shall not be obligated to comply with the covenants hereof, and Paragraph 19 shall have no force and effect, whenever there is no outstanding balance under the Second Note -5- 20040311000680.006 14. Forbearance by Lender Not a Waiver. Any forbearance by Lender in exercising any right or remedy shall not be a waiver of or preclude the exercise of any nght or remedy 1S. Successors and Assigns Bound; Joint and Several Liability. Borrower may not assign any rights or obligations under this Security Instrument or under the Second Note, except to a trust that meets the requirements of the Secretary. Borrower's covenants and agreements shall be joint and several. 16. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method The notice shall be directed to the Property Address or any other address all Borrowers jointly designate. Any notice to the Secretary shall be given by first class mail to the HUD Field Office withlunsdiction over the Property or any other address designated by the Secretary Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided m this Paragraph 16. 17. Governing Law; Severability. This Security Instrument shall be governed by Federal law and the law of the jurisdiction in which the Property is located In the event that any provision or clause of this Secunty Instrument or the Second Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Second Note which can be given effect without the conflicting provision To this end the provisions of this Security Instrument and the Second Note are declared to be severable 18. Borrower's Copy. Borrower shall be given one conformed copy of the Second Note and this Security Instrument NON -UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 19. Assignment of Rents. Borrower unconditionally assigns and transfers to Lender all the rents and revenues of the Property Borrower authonzes Lender or Lender's agents to collect the rents and revenues and hereby directs each tenant of the Property to pay the rents to Lender or Lender's agents However, pnor to Lender's Notice to Borrower of Borrower's breach of any covenant or agreement in the Secunty Instrument, Borrower shall collect and receive all rents and revenues of the Property as trustee for the benefit of Lender and Borrower This assignment of rents constitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of breach to Borrower (a) all rents received by Borrower shall be held by Borrower as trustee for benefit of Lender only, to be applied to the sums secured by this Security Instrument, (b) Lender shall be entitled to collect and receive all of the rents of the Property, and (c) each tenant of the Property shall pay all rents due and unpaid to Lender or Lender's agent on Lender's written demand to the tenant Borrower has not executed any pnor assignment of the rents and has not and will not perform any act that would prevent Lender from exercising its rights under this Paragraph 19 Lender shall not be required to enter upon, take control of or maintain the Property before or after giving notice of breach to Borrower However, Lender or a judicially appointed receiver may do so at any time there is a breach. Any application of rents shall not cure or waive any default or invalidate any other right or remedy of Lender This assignment of rents of the Property shall terminate when the debt secured by this Security Instrument is paid in full 20. Foreclosure Procedure. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Paragraph 20, including, but not limited to, reasonable attorneys' fees and costs of title evidence. For any event of acceleration under Paragraph 9, Lender may invoke the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and lender shall take such action regarding notice of sale and shall give such notices to Borrower and to -6- 20040311000680.007 other persons as applicable law may require After the time required by applicable law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at pubhc auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines Trustee may postpone sale of the Property for a period or penods permitted by applicable law by public announcement at the time and place fixed in the nottce of sale Lender or its designee may purchase the Property at any sale Trustee, shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied The recitals in the Trustee's deed shall be pnma facie evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale in the following order (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by this Security Instrument, and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. If Lender invokes the power of sale, Lender shall give of notice of sale to Borrower in the manner provided in Paragraph 16 Lender shall publish and post the notice of sale, and the Property shall be sold in the manner prescribed by applicable law Lender, or its designee may purchase the Property at any sale The proceeds of the sale shall be applied in the following order (a) to all expenses of the sale, including, but not limited to, reasonable attorneys' fees, (b) to all sums secured by this Security Instrument, and (c) any excess to the person or persons legally entitled to it 21. Lien Priority. The full amount secured by this Secunty Instrument shall have a lien priority subordinate only to the full amount secured by the First Security Instrument 22. Adjustable Rate Feature. Under the Note, the initial stated interest rate of TWO AND SEVENTY FOUR HUNDREDTHS percent (2 740%) which accrues on the unpaid pnncipal balance ("Initial Interest Rate") is subject to change, as descnbed below When the interest rate changes, the new adjusted interest rate will be applied to the total outstanding pnncipal balance Each adjustment to the interest rate will be based upon the weekly average yield on United States Treasury Securities adjusted to a constant maturity of one year, ("Index") plus a margin The Index is published in the Federal Reserve Bulletin and made available by the United States Treasury Department in Statistical Release H 15 (519) If the Index is no longer available, Lender will be required to use any index prescribed by the Department of Housing and Urban Development The new index will have a histoncal movement substantially similar to the ongmal index, and the new index and margin will result in an annual percentage rate that is substantially similar to the rate in effect at the time the onginat index becomes unavailable Lender will perform the calculations described below to determine the new adjusted interest rate. The interest rate may change on MAY 1, 2004, and on the first day of and on that day of each succeeding year, or X the first day of each succeeding month (Change Date) until the loan is repaid in full The value of the Index will be determined, using the most recent Index figure available thirty (30) days before the Change Date ("Current Index") Before each Change Date, the new interest rate will be calculated by adding a margin to the Current Index The sum of the margin plus the Current Index wilt be called the "Calculated Interest Rate" for each Change Date The Calculated Interest Rate will be compared to the interest rate in effect immediately pnor to the current Change Date (the "Existing Interest Rate) Annually Adjusting Vanable Rate Feature X Monthly Adjusting Variable Rate Feature - The Calculated Interest Rate will never increase above TWELVE AND SEVENTY FOUR HUNDREDTHS PERCENT -7- 20040311000680.0013 The Calculated Interest Rate will be adjusted if necessary to comply with the rate limitation(s) described above and will be in effect until the next Change Date At any change date, if the Calculated Interest Rate equals the Existing Interest Rate, the interest rate will not change. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Secunty Instrument to Trustee Trustee shall reconvey the Property without warranty and without charge to the person or persons legally entitled to it Such person or persons shall pay any recordation costs 24. Substitute Trustee. In accordance with applicable law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon the Trustee herein and by applicable law 25. Use of Property. The property is not used principally for agricultural or farming purposes 26. Obligatory Loan Advances. Lender's responsibility to make Loan Advances under the terms of the Loan Agreement, includmg Loan Advances of pnncipal to Borrower as well as Loan Advances for interest, MIP, Servicmg Fees, and other charges shall be obligatory. 27. Riders to this Security Instrument. If one or more riders are executed by Borrower and recorded together with this Security Instrument, the covenants of each such rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Secunty Instrument as if the nder(s) were a part of this Security Instrument [Check all nders that are applicable] Condominium Rider Shared Appreciation Rider ❑ PUD Rider Other BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any nder(s) executed by Borrower and recorded with it Witnesses Signature SSA A HEATH (Borrower) STATE OF WASHINGTON [Spacd3etowThisLineForAcknowledgment] KING County ss: On this day personally appeared before me SYLVIA A HEATH to me known to be the individual, or individuals described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/then- free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 2 3 el( day of rc.6r K„ r a 4 Notary Public in and fQr t Atate g at -.^-e 20040311000680.009 EXHIBIT A Exhibit A to the Deed of Trust made on FEBRUARY 23, 2004, by SYLVIA A. HEATH, WHO ACQUIRED TITLE AS SYLVIA A LARSON, AS HER SEPARATE ESTATE ("Borrower") to the HUD field office or his designee ("Trustee") for the benefit of the Secretary of Housing and Urban Development, and whose address is 451 Seventh Street, S W , Washington, D C. 20410, ("Lender" or "Secretary"). The Property is located in the county of KING, state of WASHINGTON, descnbed as follows Descnption of Property See attached Exhibit "A" 2004031 1 000680.01C BEGINNING AT THE WEST QUARTER OF CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M , IN KING COUNTY WASHINGTON, THENCE SOUTH 88°05'42" EAST ALONG THE WEST AND EAST CENTERLINE OF SAID SECTION A DISTANCE OF 664 00 FEET, THENCE NORTH 1°56'56" EAST PARALLEL TO THE WEST LINE OF SAID SECTION A DISTANCE OF 30 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING NORTH 1°03'56" EAST 100 FEET, THENCE SOUTH 88°05'42" EAST 162 00 FEET, THENCE NORTH 88°05'42" WEST 162 00 FEET TO THE TRUE POINT OF BEGINNING, (BEING KNOWN AS THE SOUTH 100 FEET OF THE WEST 162 FEET OF TRACT 15, BLOCK 2, MCMICKEN HEIGHTS DIVISION NO 1, ACCORDING TO THE UNRECORDED PLAT) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON legal rev (010698) t100,4 j id r the.. tb tali xt or and pub s as a poly In toad tt? rs tik' %ethr with. the rt a t; a/ t or plats its tut to -stews a at tho star -• bal tam 1 tiai tea b 00 1'eb sp Struve unit ass bet vAiverd p: 9 t 3 ,us prints attnehoci 8404179002 89-252 RECORD OF SURVEY PORTIONS OF THE SW % OF THE NW % AND OF THE NW % OF THE SW 14 OF SECTION 26, 123 N. R 4 E., W. M, CITY OF TUKWILA, KING COUNTY, WASHINGTON. oy'05'S4'W. moo. (TEA) S. 169te Sr JO' 4 55 alter Na•04'55'r (JEA) .., 4.34 3..40y.ITafEatRr Iif.SOLA£JN• Y 40*00 Aerasii•truti•%id1. _Mee `G 1' i•t(-t'l ,A![ eretlllaAfi '>: 0 N. ale 05'40'10 I5404' (ebro'VA[(Er war 94445) /✓ 09'tl' S1' W. I41.o11`rAeATOf SVNN/Y.wen) N BB' 03' 41.Ir et41.T6' S. 1701h .sr s0 i 4 S: 144th SE LEGAL, DESCRIPTION (Public ;Right of'Way) ,:The.. Portions of 1M W el Aafl. of J.cti.n E4. reef, Nei. WM. dedicated to Men.. nee of the Plots .4 30arls. View :, Addition Rle.d.ali ed gas( Valley View N...,.Va/omd ys, PageSl, Records of ging dowdy, Washington god NeN/ck,o /44101J Q/t N.. t. 01.4* nYM) rlher 14ier/Ootl a►(/lag: A imp .f /and 60.a0Ne.t.''/d., /4ig Jo.00 r t4 ea eadr skis .f th. following C .anted line: 5l0/NN/No at o point on the cents.. of8St4 Are St that-bee/sr I.O.b'49• W, 10000 feet from Ina eenterlioe hifirreectiy_of J. ITCth Si. a. Bird Ave, 5.1,.' : ... : . TNd4CE. N,b'!0',4P E. 10000 feet to soio(intsresct(in; THEME .ontietiing;k0t.f 'IS's 442.1d feet alalq Joi eMlerhot h _fhe North 1ins-.pf the PMt of Jomiye View Ad4,'tioer aletnt o4ad) and Ike J.Ih.ti of fh. Pr t of Volley Viei 9. e,. • ` ' / ._;THENCE Nag' OSVY IV, 40EYe.t alone ...epee. INw ten eabarrqq Me nehNln.'.V J. heft 1r.: ' "t01EA'(.'(.Il4J'\5i'14'E, .14`9.47 feet eta g the cenle,and ef4JAi Ave..3to /4'Nbrth Noe ..the Pgtof.Talley vie.Jdw.ea and the end of this contendp deeeriptr .. 70BE114EN W/TN /AOY par/Ion of Poetic tight -of -nag descriOid as fo/Nrs: BE0/NN/NO e1 the MarA1e 4est coin., of jet I, Block 1...01-.4 P/et of Valley V%ew Neme(; THENCE N Oft04.14"E, aa:rvyfeet aloha the ee're. of sale Pitt to the Netltw.,t eafttee Ieereet1' THENCE J e5' Or 5e' E, <foe0 feet twang the N.,m v3...t ealdP/ot to the 4 steHy 1pur9in of 51f6 Ave. 3; THENCE N 2t 04'55't, In..54 feel o/Od...o/e Westerly matvvv: THEACE 9.' 455.05. 4',IQN. feet to I/la 'eagerly marg.. 54th Ave, S:;' . rNENCE J 11'04.55'W, /50.31 feat along ed/d daee.rfy,,m/4. /n to en. Saar retiin with fh4 sestet/y pr jection of the Seat', marg. .f 4. *!Otte et.; THENCE NI" Or.' W, 44t64 feel along said Joalh margin ;dike AN/4". F KGNN/N0. ConMleing: Lie Acres (90*S73.r) Scale: lt'v• 100' 'LEGEND a • rhsoretieq/ po'ht ,..frothing oat or r'oiitM. {t,. P/oi Rion. *atone ae Bated. • 1 NOTE: • This: lfoealrOvpreeen/i Me r . *ilia! rncwrery of th.0 oornere :I k ofSect)odli and the•rtoowry and resterat)ano!=portlent of.:' Maus Plato Mown hereon for orieAtolion and con tinmeirl.. of o Public Jtroot improvement' project and CASS m Leo'$ WA Y$ b' eeoa N/Nc 0FPROJeCT ,SURVEYORS CERTIFICATE This mop Correctly represents a survey made by Inc or under my direction in conformance with the requirements of the Survey Recording Act of the request of City of Tukwila in Aorll ,I984 ...._./C:A/i..,.cert. no. 15650 RECORQERS CERTIFICATE g¢0¢/79002 Flied for record thisday of APR. 1984 oIi , L . to Vol.a24:Iff Surve.ys.Bh..Poge,L 2 pi the reg0est of '5ANIJif P /1ALO.IN Manager Supt. of .RQcords Progecl'No1-494-001.8J2 ,.-°' . SHEETLolL ¢)'ARKS, NNEVADA • LAS YIOAS, NEVAOA. SEATTfEt WASN/NOTON ECGI4EERE/tlA A RECE FEB 28 Commu Develops 3460 5 148th Suite 100 -J,? i Y Seattle, WA 98168 %E') ►' Phone: (206) 242-3236 Fax: (206) 242-1527 Rec.Na. Uc 34 97 7$ CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential $ 50.00 Commercial: $ 100.00 (i Certificate of Sewer Availability OR r Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: © Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone • Other Proposed Use: ■ Commercial © Residential Single Family • Residential Multi -Family • Other Applicant's Name American Prestige Homes, Inc. Phone Number 2068534525 Property Address 16659 53rd Ave. South Tukwila, WA 98188 Tax Lot Number 537920•0175 Legal Description (Attach Map and legal Description if Necessary ); Part B: (To be Completed by Sewer Agency 1 a. A Sewer Service will be provided by side sewer connection only to an existing 6 '' size sewer 1 O feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked C a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C b. The sewer system improvement will require a sewer comprehensive amendment. 3. C 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 C' a. Annexation or BRB approval will be necessary to provide service. ell 4pp,,,✓ E2.54 c,`---, J 4. Service is to the following; subject Permit $ a. District Connection Charges due prior to connection: /00 `' GFC: $ SFC: $ Unit: $ Total $ / 7 0 o a. (Subject to Change on January 1st) Either a King County/METRO Capacity Charge, SWSSD or Midway 2011 Charge may be due upon connection to sewers. ity b. Easements: ElRequired •ent Sewer District Connection f j May be Required c. Other I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By %27- Title SS /,.2S",te/6i,, Date /2/O zcy ., ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View 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. 1 acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date 12/08/2016 DEPOSIT . . VAL VUE SEWER DISTRICT •APPLICATION FOR SIDE SEWER PERMIT 11-rt 61)0 0/ 75 PERMIT — EASEMENT No. 2210 CARD No. /-79- DATE.......... .... ..... ...... • CONTRACTOIL ...... ..... ....... . ..... HOUSE ADDRESS.. t/ (0 6" NAME SUB -DIVISION fit.e I • : BASEMENT: YES.......... , . NO _. LOT No, ' i . ILL -No. SCALE 1.7 fli!1 , ' . i.---1 ; lj -3....il, 1.I i .; II I. 1 I '!ii i I ' i ' ' ! i I ' 1 .-1.-d - ' ?J. -El _h. i--, ! 1 I i•-1 W [•-.1•. i".;-"i..-",-"[..1. ,._,.._,_ J__!__!. I.,. , , 1 1..1 1. f , 1!(..), - 7 !1: -4'1 7 i ----tI;,- • -1-.,.-....,-._..-_1-.-.-..-_--.)"1_1 r 0/i ---;"._.±-_.. F _-._.--_.111_•I-..•;._-1.,;!•I•.• . ' I ; • :...I.i I ' I •• --...-.; - II . .!I ....i! _....L.:I-• I--I1 . 1 ' • 'i II j• •I. 1 y, I i.!, :;.;) • ..;:;•.,;;,;;; ;.; 1_1;. ii4:,• . • • ! ; . I . i . . • , , i 7 , II11[ 1 I11 1 . . . . - .• ' 1 -1- 1 „...1. ; f , ; • ''..,.... i ; • • • • • - ; i -. •!-•; —• ...,-.-...1!., i..)0.141'._ . : - . . , , . • • ,. !,. -44.H.'! '''---.. 1.4%911! : 4s... if --.. : . . . - t • • ! • • •. • . • T; ; : ;..-;-• . . . . . • , . , f:;;:i.,;1,.. . : . .. 1....!..ii-c. '---ea,..' ' ; .1 ' • - i . : . :. . : . : • : . ; ....... -- ; . ! I ! • .1 f. I : ! ; ; • t ! ! ! • . , DISTRICT APPROVAL BY.....0at U.11rDATE 1 - TEST RESULTS 0- (CY.-_;(% I • , r ; I " I-r-I - I ,- .. 1-t 1--1 -..---1 f•-•!,-; 1--- -1-.; 1 T--1- E].Li; ii-r-. t -t--[ r • i.,-1- i--I _., ; • i , ! 1.. 1-T1,T--,-...Tail,..... ; ; iii.J;! : ./1 -I - : --r--- , _j..:::::,_ .- -.. -, --;!! . ; • .. i . .,, : ; ! ! ,...! 1 • ; , I I I ; . . • I , 1 • i I ; 1 1 t ! I i ; I ; i • ; ; I ; ".• • • • I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL . .. By • is) DATE 1I) 0063B*0 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: ❑ Part A: To be completed by applicant Site Address: 16659 53rd Av S (attach map and legal description showing hydrant location and size of main):. Owner Information: Owner Name: Sylvia Heath Agent/Contact Person:: Agent/Contact: TSan Stevens Owner Address: 16659 53rd Av S., Tukwila, WA 98188 Agent Address: PO BOX 46002, Seattle, WA 98146 Owner Phone: Contact Phone: 206-853-4525 This certificate is for the purposes of: Two - SFR BUILDING PERMIT ❑ PRELIMINARY PLAT El SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): Two - one existing 5/8" meter & one new 1" meter. See Con Vehicular distance from nearest hydrant to the closest point of structure is 90'+/-. See attached map for hydrant locatons. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utility district 1. The proposed project is within TUKWILA /King 2. 0 No improvements required. 3. (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: Existing 5/8" meter may need to be upgraded to accommodate fire department requirements. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of at 20 psi residual for a 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 Customer's 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: El 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 1000 gpm I hereby certify that the above information is true and correcrbased on the best available information. HIGHLINE WATER DISTRICT / 206-824-0375 By Agency/Phone JERENtY LMAR DISTRICT ENGINEER. ECEI ?7 ED FEB 28 2011 Community Development Test Report for 16659 53rd Ave. S. @ hydrant #H2938 ID Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow at Hydrant (gpm) Available Flow Pressure (psi) 1 r- , 2004 128.46 1,000.00 120.39 4,429.68 20.00 Date: Thursday, August 04, 2016; Time: 07:08:22, Page 1 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 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 preparedby 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, age ts, engineers, contracto or other representatives the right to enter upon Owner's real property, located at / i r for the purpose of application review, for the limited time necessary to complete that p ose. 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 f G (city), WA" (state), on l ift-e c>? r'1 20 j 7 E4 f (Print Name) I G 5 5-3 2.o /i-vt S rTk k(4)c (-kf (Address) - x7-7- al366 On this day personally appeared before me it .u17641 to me known to be the individual who executed the foregoing instrument and acknowledged that :` - he signed the same as /hher voluntary act and deed for the uses and purposes mentioned therein. i `^ SUBSCRIBED`ANptSWORN TO BEFORE ME ON THI 1 `t'hDAY OF ,) (/(ih- , 20 __ v R f 1 41.i' ,cee/Yl 141, - y .®tpN Fxr• it, NOTARY P L.,IC in and for the State of Washington J_ ptAA` it, ,I, 7► i residing at :. V/1: CaltM ! i St/ .. • " 5 r ll i A ` 0 2 f. My Commission expires on 6N .,ef V , `,_AO i / bii 70-19 (, /// t,Uta „„. .?' /11,11`OF WASt'' ``:" \'itystore\City Common\Teri - DCD\Kilby12016 Applications \ Sensitive Area Master Plan Checklist -Match 2016.docx COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (4 copies). ✓ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). ✓ 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". ✓ 5. Application Fee: See Land Use Fee Schedule. 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice 7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. If the project involves a short plat of 5—9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila. WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \\deptstore\City Common\Teri\Revisions In Progress\Short Plat-Jan201 I.docx RFCEW ED FEB 28 2011 Community Development Check items submitted with application Information Required. May be waived in unusual cases, upon approval ofPublic Works and/or Planning PROJECT DESCRIPTION AND ANALYSIS: i 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). 1 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. ✓ 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. ✓ 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format ✓ 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights -of -way and private access easements. ✓ (k) Location, dimension and purpose of existing and proposed easements.. Provide recorded documents which identify the nature and extent of existing easements. 1 (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). \\deptstore\City Common \Teri\Revisions In Progress\Short Plat-Jan201 I.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and Irotection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http://www.tukwilawa.gov/pubwks/pwpennit.html for further information ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). 1 (d) Total expected cut and fill for plat buildout. ✓ (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://www.tukwilawa.gov/pubwks/pwpermit.html. ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. 1 (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. 1 (1) Show proposed lot, tract and easement lines. \\deptstore\City Common \Teri\Revisions In Progress\Short Plat-Jan20l l.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SHORT PLAT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: 4 — Ma. Application Complete Date: Project File Number: 1)(AMIS Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: STEV ENS SHORT PLAT BRIEF DESCRIPTION OF PROJECT: 2 LOTS SHORT PLAT ORIGINAL # OF LOTS: 1 PROPOSED # OF LOTS 2 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 16659 53RD AVE SOUTH (BETWEEN S. 166TH AND S. 170TH STREET) LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 5379200175 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: HAN PHAN Address: 5130 S. 166TH LANE, SEATAC WA 981889 Phone: (206) 229-6422 FAX: E-mail: PBG.ENGR@YAHOO.COM \\deptstore\City Common \ Teri \Revisions In Progress\Short Plat-Jan20I l.docx RECEIVED FEB 28 2011 Community Development 16604 58837893 ARCEL A 12 '3855 ?6 394 8005 1 51 LOT 1 M21079 55803209 4"DI N —D MVP M NT, LOT 2 58837766 5130 LOT 1 26,3 A G7 8 SPL 0003-99 5118 LOT 1 5119 M21223 58838516 684104 8505 1 LOT 2 16710 58837971 TR. A 5132 7 6 H . 1 5125 LOT 2 M21552 SPL 9 140550 LOT 3 16714 58837973 '2 LSM I` V3769 V3768 5131 \ LOT 3 M21740 9 31066022 515 LOTH 0 M20830 58838277 5165 LOT 4 M20831 58838274 5158 00012 ® V4437 5139 0 LOT3 4 M23007 71216952 KCSP 182045-8204130367 16640 5883i4T8 1 LOZ. 2 0 co co 10 L co 7969 16658 M22306 58670889 4"AC M to- rn n 03 CO 10 S 0 10 16 N. (0 r. CO 00 0 10 CO (0 CO CO 0 (Ni 0 N. t) CO CO 55837915 8" JtSCSJtSL / b AV01 1 fte ° V377C NW DEVELOPMEN I, 1 16603 1 58838164 Up 16615 2 58838163 0 16625 3 58837924 V503 W 16635 5 58838165 16645 6 58670883 166557 58838161 16659 58838162 Eh 91. Ai . C3.- -ivi tP t' dTH . 91.50 N li 19G2, p.5/5 160 r 175.34 . 15 V1770 100.54 16807 nI El 30 CONTRACT: El 58838438 8"DI H2 588317(914 CCS1TR1 8 2/1 0 1 LOT 1 16604 58837917 'DI OT/ 2 M 2 x 2 16612 58837916 x N. M5`A3 20055C7 192600109 'I17 16628 00 LOT A 58837819 5 6 7 1662550 5 LO 16E M22318 16634 58837821 A31 7396632 16618 5_7336ED2 M22317 79 <C • 16642 0 58837919 Xtl) 16650 58837818 ®' 16660 LOT 1 8 0 Ii> LOT 82 M2241 588 8 5 837818 1Le x 1612211' x VAC. ORD. 58242 30 ? A D. 12=n 33 x 6 ns SP)\CAOD\Drowings\R16920—PS—CV dwg Loyoot 0 — 16659 53rd Ave 5 STEVENS SHORTE PLAT 16659 53RD AVS GENERAL NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. TUKWILA WA 98188 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINE AND DOS:GN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JCB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7, ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEL0' ES AND DEZIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR., -. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET CF RECORD DRAWINGS ON -SITE 1 ` 9. CONTRA,: TOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE FLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. AL!. SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SLAVE 'ti CR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TC NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CON1 P.ACTOR SHALL REFI.ACE, OR 1ELOCA.TE ALL SIGNS DAMAGED OR REMOVED CUE TO CONSTRUC(:QN. GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMEN f (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION FNTP'ANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENT ION AND SEL:MENT CONTROL MEASURES (E3 C) .MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORD NG'ro THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL FERIMETEH CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE COt•ISTR'UCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLIS"ED. 5. FROM MAY 1 THROUGH SEPTEMF;ER 33: PROVIDE TEMPORARY AND PERMANENT_COVER MEA3URE3'T') FROTECT DISTURBED AREAS THAT WLL REMAIN iJNWORKL)ED FOR 3E'JEN DAYS Oft MORE. 6. FROM OCTCBER 1 THROUGH APRIL 33, PROV1OE TEMPORARY AND PERMANENT COVER MEASURES 1'G P':OTECT L ISTURBED A .SEAS THAT WILL REMAIN UNWORKED FOP, TWO GAYS OR MORE. IN ADDITION TO COVER MEASURES. TiiE CON TRACTOR A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 1' ''OURS. B. STCCI PILE, ON SITE, ENOUGH COV'SR MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBEFR 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (CC roeER 1 THROUGH APRIL 30`. MULCH ALL SEEDED AREAS. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHED,. ALL TRENC.I SAFETY SYSTEMS SHALL MEET WISH.A REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND 1 ELLPHCNE LINES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. LEGAL DESCRIPTION THE SOUTH 100 FEET OF THE WEST 162 FEET OF LOT 15, BLOCK 2, MCMICKEN HEIGH1 S DIVISION #1, ACCORDING TO THE UNRECORDED PLAT TF'EREOF. TAX PARCEL NUMBER 5379200175 UTILMES Know what's below. Cell before you dig. WORK IN RIGHT-OF-WAY: 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 4. 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AiR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURE RAMP IF PERMANENT IS BLOCKED. TMC 11.0.220 10. COVER OPEN. EXCAVATION WITH NON-SKIO STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL EE STORED !N A SAFE MANNER TO PROTECT THE PUBLIC. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CUPREN F KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.:.ULVERTS SHALL HAVE REVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON TH•_ APPROVED PLANS. S. COORDINATE FINAL, STUB -OUT LOCATIONS WITH 1 HE UTILITIES INSPECTOR. FROVIDE A W.RE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5-FOOT 2" X 4" STAKE, BURIED 4-FOOT AND LABELED "STORM" OR "DRAIN". PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COIMrA" 1 BA.;'::FILL TC MEET CITY STANDARDS. - 2. RESTORE PAVEMENT TO ITS ORIGINAL CO'JDTrION IMMEDIATELY -OL L 0W:NG C•i.CKF:LL:::,G CR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WF.\TILER CONDI TIONS WH•C;1 ?F.EVFN'f COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENOAP DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. S. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCI'. 2. PROVIDE A CONSTRUCTION SC'IEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK. A3 ()LACKEY AS PC'SSIBLL:. VERTICAL DATUM PER OBSERVATIONS TO THE WASHINGTON STATE REFERENCE NETWORK (NAVD88) • WATER: HIGHLINE WATER DISTRICT 23828-30TH AVE SOUTH KENT, WA 98032 (206) 592-8924 SEWER: VALLEY VIEW SEWER DISTRICT 3460 S. 148TH STREET, SUITE 100 SEATTLE, WA 98168 (206) 242-3236 POWER: SEATTLE CITY LIGHT 700 FIFTH AVENUE. SUITE 3300 SEATTLE, WA 98124 (206) 684-3000 GAS PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: QWEST 1-800-526-3557 DRAWING INDEX RF., ERENCE SHEET NO. CV EC:1 PCi1 CONTACTS S. 1E4TH ST S 166Tfl ST 1F8TH ST S. 110111 ST SLADE WAY S4TH AVE S PROJ CT SITE S. 172TH ST 9 VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1, PRE -CONSTRUCT ION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE JF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REOU:RED. 5. GRADE AND INSTALL CONSTRUCTION ENTRA!JCE(S;. E. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARR!EI?. ETC.). 7. CONSTRUCT SEDIMENT PONDS ANU TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (IC: f EKCE, TOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMI.:NT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL DE UNWORKED FOR MOPE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASCN WIT,. STRAW, WCOD F!!IER MUI.CI I, COMPOST, PLASTIC SHEETING OR ECU!VALE"1T. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE VTR rF;'N SEVEN STAYS. 14. SEED OR SOD ANY AREAS TC REMAIN ::NWOF;'FC.R :MORE THAN 3C DA (3. 15. UPON COMPLETION OF THE PROJECT, ALL :SEC, AF.EA'3 MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. DRAWING TITLE , COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DN dACE / UTILITY PLAN CABLE: COMCAST 1-866-771-2281 OWNER: SAN STEVENS PO BOX 4E002 SEATTLE, WA 98146 (206) 853-4'325 CONTACT: SAN STEVENS CML ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: DRYCO SURVEYING 827 MAIN STREET, SUITE #A SUMMER, WA 98390 (253) 826-0300 CONTACT: PHIL SARGENT, P.L.S. LEGEND REFERENCE SHEET NO. CV SHEET 1 OF 3 SHEETS 1- �w CO) p Qto Q ct U) J_ Z LC) Sp_ - I- COVER SHEET AND NOTES 0 d N z o (O E 3- H 0 DESIGNED BY: F- 0 m d x 0 U x U PROPERTY LINO -- -- ADJACENT PROPERTY LINE - - -- - - ROW CENTERLINE ROW LINE BSBL '.V PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE CEMENT CONCRETE PAVEMENT REVISION DESCRIPTION 0 tit 14. d L 17-eon2 SP)\CADD\Drowings\R16920—PS—ECI g\R16920 — 16659 53rd Feb 14. LOT1 (8,100 SQ. FT EX. TREE TO BE REMOVED N88.0356'W 162.02' EX. HOUSE TO BE DEMOLISHED UNDER PERMIT D.16=0350 TEMPORARY STOCKPILE COVER WITH PLASTIC SHED TO BE DEMOLISHED g1NDER PERMIT D40350 �.�.. ex: _CARPORT TO BE DEMOLISHED ! ' • _ UNDER PERMIT D16-0350 INSTALL SILT FENCE PER DETAIL THIS SHEET LOT2 (Y (8,102 SQ. FT) UTILIZE EX. ASPHALT DRIVEWAY AS CONSTRUCTION ENTRANCE N88.035634 162.02' ..... ._.....� :.uw - S.168TH STREET 0 • 30' - ROW 2I PROTECTION THIS'SHEET GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN Or RATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC ' AN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 11. Know what's below. Cali before you dig. EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE 20 0 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. IILL II� II Y 6' MAX. Y POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES FILTER FABRIC z 2 BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOLrf WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2016 KCSWDM FIGURE C.3.6.A SCALE: NONE 10.0' MAX. —111—III-1 —1 11=1111=111—_I I=III-1 —III _1 I I I I-=1 I I=1� -III=111— TOE IN SHEETING IN i1 11— 1— .� III —III. MINIMUM 4"X4" TRENCH 'El T—I I 1-1 ' 1I1111111111 ' 1I111I1111I I11==1 PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED NOTES: UNDISTURBED GROUND SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED PLASTIC COVERiNG DETAIL PER 2013 : CSWDM FIGURE C.3.4.A SCALE: NONE CATCH BASIN -- GRATE OVERFLOW. CFILTER MEDIA FOR DEWATERING POROUS BOTTOM THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2016 KCSWDM FIGURE C.3.9.B SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 2 OF 3 SHEETS I— H Q 0 C CO LC) co CC > cfl g Cfl TESC PLAN AND DETAILS w N O N w O' c, 0 O d N 0(0 E 1- F Q 0 z 0 0 1- F 6 m a 0 0 U 0 o 0. REVISION DESCRIPTION >- m d L/7-OO/Z Layout Nome: Loyout7 6 Lt • 0 1h LOT1 (8,100 5Q. FT) 6' PVT. SEWER EASEMENT- LOT2 (8,102 SQ. FT) N88.03'56 UNDER BUILDING PERMIT. D16-0330 ..............10'IUTILITY EASEMENT 162.02' PROPOSED SFR '5 N66 03'S6"WI 162 02' irta • I I I PROPOSED SFR 162.02' S. 168TH STREET CLEARING BLACKBERRY LIMIT MINIMIZE SOIL DISTURBANCE WITHIN THIS AREA 30' - ROW 30'-ROW I SITE BENG MARK SEWER M HOLE EL=249.49 I CONSTRUCTION NOTES: O CONSTRUCT PERFORATED TIGHLINE INFILTRATION TRENCH PER DETAIL 1 O INSTALL 102 LF 6" ADS N12 TIGHLINE @ 6.50% UNDER BUILDING PERMIT D16-0330 O INSTALL YARD DRAIN WITH SOLID LID. RIM=258.50,1E (E)=255.80, IE (W, S)=256.00 ® INSTALL 7 LF 4" PVC SOLID FOOTING DRAIN COLLECTOR @ 1.00% MI.. O INSTALL 5 LF 4" PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. © INSTALL 6 LF 6" ADS N12 SD COLLECTOR @ 5.00%. 0 INSTALL 36 LF 1Y" WATER SERVICE LINE AS REQUIRED FOR FIRE SPRINKLER pe INSTALL 1" WATER METER & SERVICE LINE (HIGHLINE WATER DISTRICT PERMIT REQUIRED). 09 UTILITY TRENCH (POWER, TEL & CAN). INSTALL 58 LF 6" PVC SIDE SEWER @ 2.00%. PROVIDE CLEAN OUT AS REQUIRED. VALLEY VIEW SEWER DISTRICT PERMIT REQUIRED. 11 INSTALL 12 LF 6° PVC SIDE SEWER STUB @ 2.00 % VALLEY VIEW SEWER DISTRICT PERMIT REQUIRED. 1© REMOVE & CONSTRUCT 12 LF ROCKERY WALL (4' HIGH MAX.). 1© TRENCH & PATCHING PER CITY OF TUKWILA STD DS-14BT. 1G CONSTRUCT 20' WIDE DRIVEWAY APPROACH PER CITY OF TUKWILA SHEET RS-08A AND CURB & GUTTER DETAIL. 1® CONSTRUCT 5' WIDE SIDEWALK (4" THICK & 6" THICK @ DRIVEWAY APPROACH). 1® CONSTRUCT 4" PERFORATED WALL DRAIN @ SLOPE TO DRAIN. 1© EX. CB WITH VANED GRATE. EX. RIM=251.80 EX. IE (W)=248.60 EX. IE (SE)=248.50 NEW IE (NW)=248.60 1G INSTALL 6" WIDE SLOTTED DRAIN 1.5 FEET FROM RIGHT OF WAY LINE. INSTALL 24 LF 4" PVC SD @ 1.00% MIN. LEGEND PROPERTY LINE — B.S.B.L RIGHT OF WAY LINE — RIGHT OF WAY CENTERLINE - ADJACENT PROPERTY LINE J C J • ROOF OVERHANG LINE 4" CONCRETE PAVEMENT PROPOSED RESIDENCE PERFORATE STUB OUT TRENCH PROPERTY CORNER GENERAL NOTES: 1. CONTRACTOR SHAI.L FIELD VERIFY ALL GRADES PRIOR TO CONS? RUCTION. 2. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I II 1 inch = 20 ft. Know what's below. Call before you dig. 10.0' 6" RIGID PERFORATED PIPE @ 0.0% 10.0' MIN PLAN VIEW NTS .-6" RIGID PERFORATED PIPE @ 0.0% EXISTING GROUND 5.0' MIN YARD DRAIN WITH SOLID LID ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK WASHED ROCK 3/4"- 1 1/2" FINE MESH SCREEN ELEVATION VIEW NTS EXISTING GROUND SOLID PIPE @ 2.0% MIN. WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATFD PVC PIPE LAID LEVEL (TYP) PERFORATED TIGHLINE CONNECTION DETAIL SCALE: NONE. EXPANSION JOINT CEMENT CONC. SIDEWALK 2 -/ CRUHSED ROCK 1'-6" (VOTE: TOP OF LIP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB AND GUTTER SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 3 SHEETS (!) w 0 CC C'r) Ln Cfl r.0 SITE CIVIL PLAN o o (O E 1- H 0 DESIGNED BY: F- 0 S CHECKED BY: z z REVISION DESCRIPTION 0 O L l?— DoIZ