The URL can be used to link to this page

Home My WebLink AboutPermit PL16-0005 - NGUYEN - SHORT PLATNGUYEN SHORT PLAT SITE APN: 2172000215 EXPIRED PARENT PROJECT NO: PL16-0005 PROJECT NO: L16-0005 0400 City of Tukwila Department of Community Development File Number L16-0005 AND USE PERMIT ROUTING FORM TO: Building ❑ Planning ❑ Public Works ❑ Fire Dept. ❑ Police Dept. ❑ Parks/Rec Project: Nguyen Short Plat Address: 13312 56th Ave S (APN 2172000215) Date transmitted: 2/18/2016 Response requested by: 3/3/2016 Staff coordinator: Valerie Lonneman 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: 47-IC Comments prepared by: //� Update date: MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Valerie Lonneman, Assistant Planner Goehei FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson@tukwilawa.gov DATE: March 2, 2016 SUBJECT: Nguyen Short Plat at 13312 56th Ave. South Parcel No.: 217200-0215 Short Plat, Shoreline, and Miscellaneous Comments Short Plat — L16-0005 1. Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on three new single family residences is $300.00. (see enclosed application) Short Plat Survey Map 1. Revise Short Plat Survey Map sheets 1 thru 3 of 3. Should be Portion of S1/2, Sec. 14, R. 23 N., R. 4 E., W.M.. 2. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. Short Plat Site Development Plan 1. 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. 2. Provide street illumination near the Private Access Road & 56th Ave. South intersection. Show and label on a Civil plan sheet. 3. Pavement mitigation fee applies for open cuts within 56th Ave. South. Page 1 of 3 i r Shoreline — L16-0006 1. The proposed Nguyen Short Plat project is located adjacent to the Green River riverbank. The Application has shown through the civil plans and the Technical Information Report that the required riverbank setback has been met. The Applicant has provided a Geotechnical Engineering Study which identifies the adjacent river bank as stable and provides for construction recommendations and requirements. Note that Public Works requires a 2.5:1 slope setback from the ordinary high water mark for bank stabilization. Any new building should be a minimum of twenty (20) feet from the top of the 2.5:1 slope setback. Miscellaneous Comments 1. New catch basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way are to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office, as part of the future Public Works permit. 2. Prior to Public Works Final of the future Public Works permit, Owner shall sign w/Notary a Conveyance of Public Improvements, for a Storm Drainage Catch Basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way. Document to be recorded at King County and entire recording cost paid by the Owner/Applicant. 3. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (existing house on Lot 1 & new house on Lot 4) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 4. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (new house on Lot 2 & new house on Lot 3) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 5. A Transportation Impact Fee applies to future Building permits (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on one single family residence in Zone 3 is $1,013.88; due at issuance of each future Building Permit. Page 2 of 3 6. Allentown Phase 2 (Ordinance no. 2177) Water and Sanitary Sewer assessment fees apply to future Building permits. Water assessment fee per new house is $10,886.17 and Sanitary Sewer assessment fee per new house is $19,800.00. Cascade Water Alliance and new water meter fees also apply to the future Building permits per Public Works Bulletin A2. 7. Future new houses shall be at least one (1) foot above the base 100 year flood elevation. 8. City of Tukwila will by Ordinance adopt Low Impact Development (LID) - Washington State Department of Ecology on January 1, 2017. Developers are encourage to install/construct Low Impact Development (LID) prior to January 1, 2017; including rain gardens, bioretention facilities, pervious pavement, etc.. 9. Work within the 56th Ave. South Public right-of-way requires a Street Use permit as part of the future Public Works permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way are required. 10. All utilities are required to be underground, per City ordinance. Page 3 of 3 0400 TO: City of Tukwila Department of Community Development File Number L16-0005 LAND USE PERMIT ROUTING FORM Building Planning Works Fire Dept. Police Dept. Parks/Rec Project: Nguyen Short Plat Address: 13312 56th Ave S (APN 2172000215) Date transmitted: 2/18/2016 Response requested by: 3/3/2016 Staff coordinator: Valerie Lonneman 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 need) FEB 2 2 2016 (Set r4>t�� ?vet t c Wo(tk,S 'k1M 'rs) 01m - PUBLIC WORKS 3/2/14 Plan check date: Comments Update date: prepared by: iL Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION February 18, 2016 Han Phan 5130 S 166th Ln. SeaTac, WA 98188 PBG.ENGR@yahoo.com Subject: Nguyen Short Plat L16-0005 Dear Mr. Phan: Your application for a 4 lot short plat located at 15820 Pacific HWY S (Parcel # 2172000215) is considered complete as of February 18, 2016 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. If you have any questions, please feel free to call me at (206) 433-7140. Sincerely, Valerie Lonneman Assistant Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 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. HA,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). fr. 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 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public 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). { I /k 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 S ,ecial 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. 1 (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). 4cedoNc- L) r)(9--9-a /2-r-t3,)-()--041 \\deptstore\City Common \Teri\Revisions In Progress\Short Plat-Jan20I 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: JJ'' J`l 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". WA" (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. Hike (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/pwpermit.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 ham://www.tukwilawa.gov/pubwks/pwpermit.html. (g) Locate the nearest existing hydrant and all proposed hydrants. 1 (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. J.fA- (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-Jan201 l.docx FOSTER SHORT PLAT CITY OF TUKWILA ALE .NO. L 13-041 Cky Vf"Damn, Department of Ca ern ty Ostelep ant a70a 6mmcentr Boulevard, Tukwila, WA NIP Telephone (206) 4314670 FAX (20t) 4314666 Easel: j1k018M0tukw0L0..us TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT Of ASSESSMENTS Reviewed end approved by the Short SubdMslon Committee end Emmined and approved this day et 20_ hereby candled for hung this day of 20 DECLARATION Know dl man by them present that se. the undersigned, oesr(s) In fee simple a the land herein desabed do hereby make a Mort rb0Neln thereof punuent to RCW 5&17.060 and adrowi.dge that said ab6MYon Mall not be further divided In any manner wlth4t a peeled of thine peers, frrn date of mare, without the tang of a find plot. The undrsig ed further declare thls Mort plot to be the graph& representation of mid dent mbdMYan and the same h made with the free consent and In aaoordaao with the derv& of the oene(e). N w1NE5S WIEREOF we set or hands and sods 1NAN0 OUN10 DIAN State of Washington County of PIel010 N. NOUIEN On this day personally appeared be hare me to me mart to be the ndldbtd who .mated the faegokq hsbumr,t and ade,ow4Wged the h./she rgn.d the sane as hb/hr voluntary act red dead for the uses and purposes mntrr,ad therm. OVEN under my. hand o shot this day of Signature Nome as commissioned Tile My appointment expires APPROVALS KING COUNTY FINANCE OOVISION 1 certify that M property taxes are paid and that • depose has been made In wakknt amount to pay the tape for the following year; that then an no delinquent special assesmunb cedm.d to this emu tor wb.eden; and that all spacial assesrrrnb on any of the era property iherein nd.dkat.d es sheets, alleys, or for other public um This ay or 20 wing County Drew,.,. O.puty King County Treasurer Chairperson, Short Subdivision Committee 6eputy Amstar Amount Number 2172000213 , RECORDING NO. I VOL/PAGE EXISTING LEGAL DESCRIPTION LOTS 42 AN0 43, 2N0 ADDITION EAST RIVERTON CARDEN 1)0AC15, ACCCRONO TO 11E PLAT 1)ERE0F RECORDED N VOLUME 12 CC PUTS, -PACE 79, RECORDS OF MHO COUNTY, WASHINGTON; EXCEPT ANY PORRON DEW MG BELOW THE UNE OF MOH TIDE OF 1HE UOWAMISN PoV01. SITUATE N THE COUNTY OF MNO. STATE OF WA9w10TON_ DETAIL: VICINITY iv NOT TO SCALE PORTION CF NE 1/4 of NW 1/4 S 14 T. 23 N., R. 4 F., W.M. AND 1/4 of NW 1/4 S. 14 T. 23 N R 4 F, W.M. DETAIL: CONTROL II NOT TO SCALE, P.T Found 5/6' brass pre n concrete no case - 11/20/13 et 1 �E-y' rl Found brae pin InmarineInmet. blob ease - 3/31/07 ,jp a ner..0tel, of Interurban Am. S. et Seth Ave South (� P.C. Found 4.04' mn8St. ma,amnt w/took & tog marked 'Cty Khe n case - 11/20/15 BASIS OF BEARING BASIS OF BEARING FOR DO SURVEY ARE TIE MONUMENT FOUND AT 1FE NTERSECTMN OF NTEfNRBAN AVE SOUTH/SOUTH 36114 STREET AND PC MONUMENT FOUND ON SOUTH 561H STREET. SEE 001I1110t DETAIL PAGE 2. REFERENCES PLAT OF EAST RIVERTON CARDEN TRACTS END A001110N, VOL. 12/70 PUT OF RIVERSDE PARK, VOL. 70/73 Plat of Foster Bridge Replacement plan /3156 Sh.t 4/17 - dated 6/6/e4 ROE 167/3a ROS 136/16; ROS 155/05: ROS 204/235 RECORDER'S CERTIFICATE seed for record ah..__.._.day of- 20.__..at__.M n boak_.._...ct.......at pa0.»_.._.at the request of Mgr. SUpt o} Retards I, LAND SURVEYOR'S CERTIFICATE o� artily that W s gistered as oplott 0e bond lend on onby a r under o land d.erbed henna, conducted by m e y s p4nMins that the dhtoneaa, carom and angles as Yawn threat annals and that monuments other than those monuments approved for setting at a later data have ben est and lot comers staked an Me. ground ea depleted an the plat SURVEYOR UCf]ISI: NO. SURVEY FOR: OVNEINS). 1NN10 ad#Io TRAM M6 ONS N. Banta, ADDRESS, 6516 43R0 AVE S CITY/STATt/ZW SEATTLE, WA me SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA lox e13. ti.Isr.R th/ewten safe Pow eaei4et 11ET Owl. BY uw Cltlm. BY Ratted DATE 1/e/le DATE FEED 1/e/16 dOB NO 633A1 PROJECT NO. 1514S.p SHEET 1 CF 3 City of Tukwila Department of Community Dewkpment e300 SouMambo emlw.m, Tukwila. WA 09160 Telephone Roe) 4314670 FAX (206) 431J605 toko1.n401ukwila.w..u. NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF LOT 42 2910 ADDRON EAST RIVERTON 0AROEN TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED N VOLUME 12 CF PLATS. PALE 79. RECORDS OF 1040 COUNTY, WASHNCTOW DESCRIBED AS FDUOVS: BEGUNING AT THE NORTWEST COWER OF SAID LOT 42 ON THE SOUTH MARGIN CF 58TH AVENUE SOUTH; THENCE SCUM 5611'36' EAST, ALONG THE PEST UNE OF SAID LOT 42 130.00 FEET; THENCE NORM 33'415'24' EAST 50.00 FEET TO THE EAST UNE OF SAID LOT 42 MINCE NORM 5611'36''WEST, ALONG THE EAST UNE OF SAID LOT 42 130.00 FEET TO THE SOUTH MARGIN OF 581H AVE SOUIIt THENCE SOUTH 33'48'24'NEST, ALONG SAID SOUTH MARGN, 50.0E FEET TO THE PONT OF BEOICNNCt T00ETHER W M AND SUBJECT TO A PRIVATE ACCESS AND UIRJTES EASEMENT RECORDED UNDER WIG COUNTY RECOILING NO. LOT 2 MAT P3R710t1 OF LOT 43, 210 A001T101 EAST RIVERT 4 0AIT0 1 TRACTS. ACCORDING TO THE PLAT THERM, RECORDED N VOLUME 12 OF PLATS, PAGE 79, RECORDS OF MONO COUNTY. WASHIOTCN, DESCRIBED AS FOLLOW. BEONNNO AT THE NORTHWEST CORNER CF LOT 42 SAID PLAT, ON TIE SOUTH MASON OF 58TH AVENUE SOUTH; THENCE NORTH 33'48'24' EAST,ALONG SOD SOUTH MAROON, 50.00 FEET TO THE NOR111VEST CORNER OF SND LOT 43 AND THE TRUE PONT OF BEENE/40; MD4CE SCUM 5611'36' EAST, ALONG THE VEST UNE CF SAD LOT 43. 130.00 FEET; THENCE NORM 3148'24' EAST 50.00 FEET TO THE EAST LINE OF SAID LOT 43; THENCE NORTH 561135• WEST, ALONG S IO EAST LEE. 130.00 FEET TO THE SOUTH MARGIN OF SAD 56111 AVE SOU114 THENCE SOUTH 33Y8'24' NEST. ALONG SAID SOUTH HARM, 50.00 FEET TO THE TRUE POINT OF FICA NNQ TCOETIER WITH AND SUBJECT TO A PRIVATE ACCESS MD UIWJTIES EASEMENT REOOROtD UIW KING COUNTY RECORDING NO. SUBECT TO A PRIVATE SANITARY SEVER EASEMENT RECORDED UNDER KN0 COUNTY RECORDING N0. LOT 3 THAT PORTION OF LOT 43, 311) ADDITION EAST RPERTON GARDEN TRACTS, ACCORDING TO THE PLAT ORRICE RECORDED N VOLUME 12 OF PUTS. PACE 79. RECORDS OF KN0 COUNTY, WASl4N010N. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT, ON THE SOUTH MARGIN OF 561H AVENUE SOUTH: THENCE SOUTH 5611'36' EAST, ALONG THE WEST UNE OF SAD LOT 42 T30.00 FEET; THENCE NORM 33.48'24' EAST 50.00 FEET TO DE VEST UNE OF SAID LOT 43 AND ONE TRUE PONT OF BE NTINa THENCE SOUTH 5611'36' EAST 16366 FEET TO 1HE UNE OF ORDINARY NIGH WATER THENCE NORTH 5530'44' EAST, ALONG SAID ORDINARY OUCH WATER UNE. 53.69 FEET TO ME EAST UNE OF SAID LDT 43: THENCE NORTH 5611'36' VEST. ALONO THE EAST UNE OF SAID LOT 43. 183.43 REM: THENCE SOUTH 33.46'24' VEST 50.00 FEET 10 ME LEST UNE OF SAID LOT 43 AND THE TRUE PONT Or 8ED009142 EXCEPT ANY POR710N THEREOF LYING BELOW THE UNE OF HIGH 110E OF THE DUWJOS1 RIVER T00ET ER A PRIVATE ACCESS AND WHITES EASEMENT RECORDED UNDER KN0 COUNTY MORON° NO. TOOEIIER WITH A PRIVATE SANITARY SEVER EASEMENT RECORDED UNDER LO40 COUNTY RECORDNG N0. NEW LEGAL DESCRIPTIONS (CONT) LOT4 THAT PORTION OF LOT 42. 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ',MORON° TO THE PLAT THEREOF RECORDED N VOLUME 12 OF PLATS. PAGE 79. RECORDS OF K540 COUNTY. WA90N0T04 DESCRIBED AS FOU00/4 8E0NNNG AT TE NORTHWEST GORIER OF SAID LOT 42. ON THE SOUTH MARGIN OF 58TH AVENUE SOU7)t THENCE SOUTH 5611'36" EAST, ALONG 111E WEST UNE 0' SAID LOT a2. 130.00 FEET TO THE TRUE PONT OF 6E00NNCt THENCE OGH104UN0 ALONG SAID VEST LINE SOUTH 6611'36' EAST 144.33 FEET TO THE UNE OF ORDINARY NIGH WATE1t THENCE NORTH 5509'44" EAST. ALONG SAID 0DO4ARVMOH WARN LONE 5389 FEET TO THE EAST LINE OF SAID LOT 42; THENCE NORTH 5611.36' WEST, ALONG SAID EAST UNE, 163.68 FEET. THENCE SOUTH 3S4T24' WEST 50.00 FEET TO THE WEST UNE OF SAID LOT 42 AND THE TRUE PONT OF BE0NNN0; ECM ANY PORTION 10TEOF MO BELOW ME UNE OF RIOT TEE OF THE DUWAMI91 RIWIR TOGETHER A PRIVATE ACCESS AND U16JTES EASEMENT REGORGED UNDER ONO COUNTY RECORLINO NO. PRIVATE ACCESS AND UTILITIES EASEMENT KING COUNTY RECORDING NO. THAT PORTION CF LOTS 42 AND 43 2ND AI)O110N EAST RIVERTON GARDEN TRACTS. ACCORDING To TIE PEAT THEREOF RE'CCRDD N VOL1t1E. 12 OF PLATS. PACE 79, RECORDS OF KING COUNTY. WASHINGTON, MOBBED AS F010WS: BED9NNIN0 AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT. ON THE SOUTH MARGIN OF 561N AVENUE SOUTH; THENCE NORTH 33•41124' EAST, ALONG SAID SOUTH MARLIN, 35.00 FEET TO THE TRUE PONT OF BE0AW4 1ENCE SOUTH 803814' EAST 1208 FEET; THENCE SOUTH 5811'36' EAST 94.0E FEET THENCE 50UM 34'23'31' EAST 29.93 FEET; THENCE NORM 33'4814' EAST 40.00 FEET; T DICE NORM 7759.41' WEST 26.93 FEET; THENCE NORTH 5611.36' WEST 94.00 FEET; ReICE HORN 3144'57' C,�3' S 12.00 FRET TO TM SOUTH HAF1044 OF 561)1 AW SOUTH; THENCE SOUTH 33'46'24' NEST 30.00 FEET TO THE TRUE PONT OF BEGINNI0. PRIVATE SANITARY SEWER EASEMENT KING COUNTY RECORDING NO. THAT PORTION OF LOT 43, 210 ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PUT THEREOF RECORDED N VOLUTE 12 Of PLATS, PAGE 79. RECORDS OF KM COUNTY, WASH INGTON. DESCRIBED AS FOLLOWS, 8E0NN010 AT THE NORTHWEST CORNER OF LOT 42 SAD PUT, gin THE SCUM MARGIN OF 56M AVENUE SCUM; THENCE NORTH 33'48'24' EAST. AL0N0 SAID SOUTH MARGIN, 90 FEET TO 114E TRUE PANT OF BEONNN0 THENCE SOUTH 743742' EAST 15.81 FEET; THENCE SOUTH 5611.36' EAST 115.0E FEET; THENCE NORM 33'48'24' EAST 5.00 FEET 10 THE EAST LOT OF SOD LOT 43, THENCE NORTH 56'11'38' WEST, ALONG SAID EAST UNE 130.00 FEET TO TIE SOUTH MARGIN OF 58TH AVE SCUM; THENCE SOUTH 33'48'24' WEST, ALONG SAID SOUTH MARGIN, 10.00 FEET TO THE TRUE PONT OF BE0 *460. RECORDING NO. VOL/PAGE PORTION OF .1L1/4 of N4 1/4 S 14 T. 2i.N., R. 4 F., W.M. AND 1 /4 of IOU /4 S 14 T. 23 14., R. 4 F•, W.M. PROPERTY NOTES: REFERENCE STEWART TILE ORDER N0. 01148-52245 DATED JANUARY 4, 2016 AT 6:00 AY 1. Agreement and the terms an4 cone0ons thereof: By and Between Water District No. 35 • Harry H. Olson, Inc; Recording No.: 5598711 R.gardIn4 Water main and water supply 5. Cane! Abandonment Agr.wnent and the terms and conditions NhasaF. R.00rdect Aprl 26, 1981 Receding N. 8104280504 6. Easement and the terns and oon4it10n. thereof: Purpose Prhat. waterline Afhet& Refer to said docornelt for .toot location Resides Nwanbr 1 2007 R.hxrAng No.: 2007110000864 NOTE: RCS EASEMENT IS FOR TUKWILA SNORT PLAT TUSP L06-041, KC REC. NO. 20070921900301, AND HAS USED THE POINT CF BMW) CF THE EASEMENT AS THE NORTHWEST CORNER OF TRACT 43 IN ER110R IT SHOULD BE TRACT 44. 7. City of TuWWOG Ordinance Na 2177 orb tin terms and condition. thr.ot Records& May 20, 2008 and Jul. 4, 2008 Raoadklg No.: 2nn0 i14) rhrnn112 and 20080804000746 8. Any p*4.btlan or 1MItotIon on the use, aoouponcy, a Improvements of the land r.Wticg Ban the rtghta of Me puhla or riparian owners to um any native which may corer the land or 4e us* any patl0n of No land whk* Is now or may family have lean covered by water. 0. Any questions Not may else due to Milting a change of the IHe a ardinory high taro or adnary high water of the Duw0Nrh Now a Sue to the Oueanlsh River haying MOW or dhan9.d Its Om of ordinary high tide a ordinary high water. 0 <oo CD 3 O3 TJ 35 SURVEY POR INHERE} MANE 0UA90 1RAN PHUONO N. 1NIUNEN ADDRESS 8518 431D AVE S CITY/STATE/ZIA SEATS& WA 98118 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS inn am mu, 3040..4 V.Yalafm uNt MOO t4tiael SC/RCETFRSURVVVOCOACAI7JET JCR N0. 653/6 PROJECT NO. 15143y SHEET 2 OF 3 MN. BY LAW CHIM. 9Y Rinsed DATE 1/8/16 CITE HELD 1/6/16 Clw or Tukwila O.wsn.ntwComn..n11N OWNWOPineni Rao Seue.aenter 5mrkw.rd. Tukwila WA 1113168 Telephone OD() 431J670 FAR (206) 014E45 Em.f: jykol.tAtukw0..w..51 LOT ADDRESSES LOT 1: LOT 2: LOT 3_ LOT 0 LEGEND ® Concrete Memnon& in Caw O eat r.bar w/once 023004 BSBL BOLDING SET BAG( LEES AVEARGE LOT WIDTH LOT 1 w 50 FEET LOT 2 • 50 FEET LOT 3 — 50 FEET LOT 4 a 50 FEET / .4r 12OB' M1� 4 DETAIL: EASEMENTS NOT TO SCALE Ael / ex hydro& Me GRAPHIC SCALE ex dais ink fence M 0.2' noes 0 0.9' east , (L1 Pia) t lad. E0 R. RECORDING NO. VOL/PAGE PORTION OF _ NL1/4 of NW 1/4 S 14 T. 23 N., R. 4 F., W.M. AND 1/4 of t1NL1/4 S. 14 T. 23J.1 R 4 F., W.M. east• Riverton Garden Tracts ` ` \ / 2nd 46eaifi°n 3'`�1Ry LOT 2 \ (6.500 S0. FT.) \ U' / ,sz. LOT 1 \ \ab (&500 S0. FT.) /N LOT 2 o LOT • • 7 o0STND HOUSE 1•A4 elky r \ tv r -41 LOT 3 LOT 4 N. TUSP L06-041 KC REC. NO. 20070921000001 .\ LOT \ (6.683 SD.. FT.) -gr \\ \1 a•>� \ \4�T1y\ (t1,\, LOT 4 'N (7.705 SO. FT.) / VE1. 12/79 Qj y G\/' / 42 4J CITY NOTES: 1. My new structures located an the property subject to this KA must be wUhh 250 feet Of a Ore hydrant (by path of trawl) as approved by the Firs Marshal's Once. 2 Ali new hones Mai haw 01te61000 fro pfh1Aers. di approved by the Fire Deportment 3. ALL FUTURE BUIl5110 SHALL DE AT LEAST ONE FOOT ABOVE F1EVA11df 15.5 FEET ((100 YEAR F1.000 ELEVATION — VERTCAL DATA OF N0VD29) 4. Al fulls haws shall pay sewer and water connection few and a Cascade Water Mimeo fee. S Insta6063n of utilities. holding water. newer and parer. etal be the reepan.Dllty of the developer of the hangs an each lot. 0. Storm drainage for future hones .11al logs deeigred per chi pies dawn by POO. LLC SURVEY NOTES: 1. geld data for this survey wee ebtahed by dlr.et llyd mem... ints. Angular and Near rdatOnMdpe were measured .101 a Tapcon GTS225 theedlRe and electronic measuring dodos, supplemented by a steel taps. hawse methods used In performing thle array meets or erased. the standarde contained h WAC 332-130-090. 2. This army has been prepared for the exclusive um of portico ahem nonm opener hereon only. and dom not extend to any unnamed third parties without ammo r.aetlneatlan by the land surveyor. og wire fence h 0.5' earth 0 CD CD 0 03 3: 7 s< r-► NOTE 00EHS1011S ALONG ORDINARY MON WATER UNE ARE FOR CALd1LATNG LOT AREAS ONLY. _.11(mtIIIII IIIIII Iih.. ' NORTH SURVEY PORz OVIERiSh TNMO 0410 TRAM 1410003 NL NDU1t)1 . ADDRESS 0516 43RD AVE 5 CITY/STATE/ZIP SCATHE, WA 96116 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PO la. w1t b eteeet. V.ra.gse. .eat OM d[-fat& 901ROETERSURVEYOGOMCASTMET DIN. BY LAW POND. BY Rethed DATE 1/0/10 1:147E FIELD 1/6/16 .100 NO. 053/0 PRO ECF N0. 15145sp MEET 3 or 3 Ages Engineering, LLC A Geotechnical & Environmental Services LLC PD. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Phuong Nguyen 6516 — 43rd Avenue S. Seattle, WA. 98118 RECEIVE FEB 12 2016 Community Development Subject: Geotechnical Evaluation Phuong Nguyen Residential 13312 — 56`h Avenue S. Tukwila, Washington Parcel Number: 2172000215 January 27, 2016 Project No. A-1249 FEB 2 2 2016 PUBLIC WORKS Dear Mr. Nguyen, As requested, we have completed a geotechnical evaluation for the new development planned at the subject site located at 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The location of the site is shown on the Site Vicinity Map provided in Figure 1. We were provided with a Roadway and Drainage Plan, and a Landscape Plan showing the existing site topography, existing conditions, and the planned development. Based on the plans provided to us, and our conversation with the project Civil Engineer, we understand the existing residence will remain as Lot 1 and three new residential lots will be created on the site. Lot 2 will be located along the northeastern property line towards the front of the site. Lot 3 and Lot 4 will be located along the southeastern end of the site. Access to the new lots will be provided by an easement driveway that extends through the center of the site. The Duwamish River borders the southeastern property line of the site. The planned site development will include clearing the wild vegetation form the sites' southeastern slope and replacing it with typical landscape bushes and trees. The Landscape Plan indicates the shoreline along the southeastern side of the site will be cleared and revegetated from the waterline to 60 feet onto the site. The existing maple tree located at the western end of the shoreline will remain. All other vegetation will be removed and native species will be replanted. From the water edge to approximately 5.0 feet, the new vegetation will be a groundcover consisting of Sawbeak Sedge, Slender Rush and Small -fruited bulrush. A silt fence will be placed in this area along the shoreline to protect the Duwamish River from sediment. Willow and Dogwood will be planted from the water edge to approximately 15.0 feet from the water edge. Paper Birch Trees and Western Red Cedar Trees along with Salal, Oregon Grape, and Currant bushes, and Kinnikinnick groundcover will be LJ6000s Mr. Phuong Nguyen January 27, 2016 planted from 15.0 feet to approximately 55.0 feet. From 55.0 feet to 60.0 feet, the new vegetation will consist of a groundcover of Beach Strawberry. We understand that prior to development on the site, the City of Tukwila has requested a geotechnical evaluation of the current and expected stability of the sites' southeastern slope area adjacent the Duwamish River. 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. SCOPE OF WORK The purpose of our service was to perform a geotechnical evaluation of the site soil and groundwater conditions to determine the current and expected stability of the sites' southeastern slope area. Specifically, the scope of services for this Geotechnical Evaluation included the following: • Reviewing the available geologic, hydmgeologic 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 two test holes in the sites' southeastern slope area to a maximum depth of 10.0 feet below surface grades. • Providing a quantitative and qualitative slope stability analysis of the sites' southeastern slope area. SITE CONDITIONS Surface The subject site is an irregular shaped residential lot located at the 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the southwestern portion of the site. The site is bordered with single-family residences to the north and south, 56th Avenue South to the west and the Duwamish River to the east. Site access is provided from 56`h Avenue South along the west side of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the east at surface inclinations ranging from 3 to 5 percent. A short slope exists adjacent the Duwamish River along the east side of the site. Site vegetation consists of various landscape bushes and trees around the existing residence, field grass along the majority of the site, some medium-sized deciduous and coniferous trees along the north property line, and small bushes and thick blackberry bushes along the river shoreline. Page - 2 - Mr. Phuong Nguyen January 27, 2016 Mapped Soils The Geologic Map of Des Moines, Washington maps the soil in the vicinity of the site as Alluvium (Qal). The Alluvium was deposited after the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The Alluvium was deposited by The Duwamish River as it meandered back and forth across the Duwamish Valley. The Alluvium will typically be found in a loose to medium dense condition 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. Site Explorations On January 22, 2016 a representative from our office was on site to explore subsurface conditions at the site by advancing 2 hand -augured test hole to a maximum depth of 10.0 feet below existing surface grades. The approximate Test Hole locations are shown on the Exploration Location Plan provided in Figure 2. Our representative continuously monitored the excavations, maintained logs of the subsurface conditions encountered in each test hole and test boring, obtained representative soil samples, and observed pertinent site features. The specific number, location, and depth of the explorations were selected by Ages Engineering, LLC personnel in the field. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) provided in Figure 4. The explorations performed as part of this evaluation indicate subsurface conditions at specific locations only and actual subsurface conditions can vary across the site. Furthermore, the nature and extent of any such variation may not become evident until additional explorations are performed or construction activities begin. The test hole logs are provided in Figure 5. Representative soil samples obtained from the test holes were placed in sealed containers and taken to a laboratory for further examination and testing. The moisture content of the soils obtained during our exploration were determined and are presented on the test hole logs. Site Soils The soils we observed underlying the site during our site explorations confirmed the mapped stratigraphy of the site area. The soils encountered in the Test Holes consist of native sand with silt consistent with Alluvium. The soils observed in both our hand -augured test hole consisted of 6 inches of topsoil and roots overlying moist, loose to medium dense, sand with silt consistent with Alluvium. The test hole logs are provided in Figure 5. Page - 3 - Mr. Phuong Nguyen January 27, 2016 Groundwater We encountered groundwater seepage in both of the test holes advanced at the site. The groundwater table at the site coincides with the water level in the adjacent Duwamish River. SLOPE STABILITY ANALYSIS The computer program WinStabl was used to determine the overall stability of the site in its current configuration and for both static and seismic conditions in the post -development configuration. Slope failure surfaces were analyzed using the Bishop Circular Method, which is a circular failure force equilibrium method. All calculations were performed by the computer model WinStabl, which requires user input of the topographic surface, soil strength properties, groundwater information, and other loads, including seismic and building loads. The surface data was provided by the topographic site plan provided to us and our observations and measurements in the field. The soil parameters used in the analysis are interpreted, estimated, and/or assumed based on the visual observations, field and laboratory testing, empirical correlations, and experience with similar soil and groundwater conditions in the vicinity of the subject site. Once the parameters have been determined, the critical failure surfaces and associated factors of safety for the modeled slope and development conditions can be calculated. The critical surface is the surface or plane most likely along which the soil mass will slide. The factor of safety is the ratio of the sum of moments resisting movement over the sum of moments driving movements. Accordingly, a slope with a factor of safety less than 1.0 has more driving forces than resisting forces, while a factor of safety greater than 1.0 has more resisting forces than driving forces. Industry standard requires that the post -development site conditions have a factor of safety of 1.5 and 1.2 against failure for static and seismic conditions, respectively. To analyze the stability of the site, we performed our analysis on the slopes observed adjacent the Duwamish River along the southeast side of the site. A diagram delineating the location of our slope stability analysis line is provided in Figure 2. We encountered the loose to medium dense native alluvial soils in this location. Based on our site observations, provided site topography, and encountered subsurface soil and groundwater conditions, we established both dry and saturated unit weight, isotropic strength intercept (cohesion), and isotropic strength angle (phi angle) for the various soil types. Ages Engineering assigned soil unit weight and strength parameters based on our experience, field explorations accomplished on this site, as well as index laboratory testing accomplished on this parcels and adjacent properties. Based on our review, we conclude the assumed values for the various soil types appear to fall well within the range of tabulated values in the literature, and in some instances, the values appear to be conservative. The following table summarized our assigned soil strength properties. Page - 4 - Mr. Phuong Nguyen January 27, 2016 TABLE 1 Estimated Properties of On -Site Soils Soil Type Dry Unit Weight g (PcP Sat. Unit Weight (Pc1) Isotropic Strength Intercept (psf) Internal Strength Angle (degrees) Valley Lacustrine Deposits 125 130 0 30 The site seismic stability conditions were analyzed by applying a horizontal acceleration equal to one-half of the appropriate peak ground acceleration. Based on current standard of practice, we used a design peak ground acceleration of 0.2g for the site. Table 1 summarizes soil properties, based on "Geotechnical Properties of Geologic Materials", by Koloski, Schwarz, and Tubbs, Washington Division of Geology and Earth Resources Bulletin 78, as presented in Volume 1, ENGINEERING GEOLOGY IN WASHINGTON. The medium dense silty sand with gravel is interpreted to be the old fill while the dense to very dense sand with silt and gravel is interpreted to be the Advance outwash. Using the Bishop Circular method, we generated several failure surfaces for the pre- and post - development conditions using both the static and seismic loading conditions. Our analyses yielded the following safety factors: TABLE 2 Calculated Factor of Safety Development Condition Factor Of Safety Pre Development (Static) 500 Post Development (Static) 500 Post Development (Seismic) 500 Graphical output of the WinStabl analysis, indicating the ten most critical failure planes and corresponding factors of safety for the pre development and the two post development models are included in Figures 6 through 8. CONCLUSIONS AND RECOMMENDATIONS Based on our evaluation and slope stability analysis, the site slopes are currently stable and are expected to remain so after development of the planned new residences, clearing, and replanting the slope Page - 5 - Mr. Phuong Nguyen January 27, 2016 are concluded. Provided the shoreline is replanted according to the Landscape Plan provided to us, it is our opinion thatdevelopment of the site will not result in instability to the existing southeastern slope. Minimal Risk Statement Based on our evaluation, with the site developed as shown on the plans provided to us, it is our opinion the proposed development will not result in slope instability at the site or on adjacent properties and the risk for such occurrence will be minimal. ADDITIONAL SERVICES If changes are made in the loads, grades, locations, configurations 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, Ages Engineering, LLC 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 the 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. 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 Mr. Phuong Nguyen and his authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations 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 remediation 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. Page-6- Respectfully Submitted, Ages Engineering, LLC KNp Mr. Phuong Nguyen January 27, 2016 We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. QO /-27-20/b I7;,-31RES ll -oe -201 Bernard P. Knoll, II, P.E. Principal BPK:bpk Project No.: A-1249 ATTACHMENTS: Figure 1 — Site Vicinity Map Figure 2 — Exploration Location Plan Figure 3 — Geologic Map Figure 4 — Unified Soil Classification System Figure 5 — Test Hole Logs Figure 6 — Pre -Construction, Static Conditions Figure 7 — Post -Construction, Static Conditions Figure 8 — Post -Construction, Seismic Conditions Page - 7 - S 128th Si 34th St ?42n(t S` Riverton >i 5 14'2nd 5" RtaERrON Rn'crton ct� st Cern-Eery Riverton Heights st a9 _; 1t:ith St 2000,feet 500 m 900 157 141th Sr S 144th St s S 120th St Approximate Site Location v! i 64th Ave S S .4<rx9ston Rci iL S ?2Eith St Jr Weis S 32F,E1Si RF^ 900 Ages Engineenng, LLC P. O. Box 935 Puyallup, WA. 98371 Maui (253) 845-7000 www.agesengineering-cam Site Vicinity Map Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 1 J LOCATION OF SLOPE STABILITY ANALYSIS KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 • Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering_com Exploration Location Plan Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 2 Approximate Site Location Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Geologic Map Phuong Nguyen Residential 13312 — 56`1i Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 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 Well -Graded GRAVEL GP Poorly -Graded GRAVEL GRAVEL WITH BETWEEN 5 AND 15 % FINES GW-GM Well -Graded GRAVEL with silt GW-GC Weil -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 MH Elastic inorganic SILT with moderate to high plasticity CH Fat inorganic CLAY with moderate to high plasticity 1Organic 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. O. Box935 Puyallup, WA. 98371 Main (253) xasa000 www.agesengineering.com Unified Soil Classification System (USCS) Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No: A-1249 January 2016 Figure 4 Ages Engineering, LLC P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 DATE: January 22,2016 Test Hole TH-1 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes M% Other 0 I Dark gray SAND with silt, trace organics, fine-grained sand, mediuin dense, moist. (Lucustrine Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. DATE: January 22, 2006 Test Hole TH-2 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes M% I Other 10 Dark gray SAND with silt, trace organics, fine-grained sand, medium dense, moist_ (Lucustrine Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. Figure 5 Project No.: A-1249 Phuong Nguyen Residential 13312 — .56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Pre Development, Static Conditions Problem: Phuong Nguyen Resident al - FS Min- Bishop = 500 50 45 40 1--.__.F 35 30, 25: - -- — [ 20 I¢ 15- -•{---! 1 5- -.. .4._- _L. -30 -5 -40 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 80 85 100 105 110 115 120 125 130 (Scale in feet) `- . ---• 1--- I + .. t..... • 1-1 ,gym.... .�.w,.4 Figure 6 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Post Development, Static Conditions 50 45 40 35 30- 25 20 15 10 5 0 5 -10- -15, -20 -25 -30 35 -40 Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 85 100 105 110 115 120 125 130 (Seale in Feet) Figure 7 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Post Development, Seismic Conditions 50: 45 40 35 30• 25 20 15 10 Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 (Scale in Feet) Figure 8 DRAINAGE REPORT RECEIVED FEB 12 NIL_ Community .^t Development ti pFCEn/E'. FEB PUBLIC WORKS The Concept Group 4701 SW Admiral Way, Ste 353 • Seattle, WA 98116 • (206) 446-1291 LIG000s Land Development & Civil Engineering Consultants NGUYEN SHORT PLAT 1 3 3 1 2- 5 6 T H AVENUE SOUTH T U K W I L A, W A Revisions: Original - January 2016 I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. THE CONCEPT GROUP Table of Contents ACRONYM TERMINOLOGY 1 SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 1 SOILS INFORMATION 2 SECTION 2: CONDITIONS AND REQUIREMENTS 3 DESIGN REQUIREMENTS 3 SECTION 3: OFFSITE ANALYSIS 5 SCOPE OF ANALYSIS 5 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 9 EXISTING HYDROLOGY 9 EXISTING NATURAL LOCATION OF DISCHARGE 9 DEVELOPED SITE HYDROLOGY 9 PERFORMANCE STANDARDS - LEVEL 2 FLOW CONTROL 9 KCRTS HYDROLOGIC MODEL INPUT 9 FLOW CONTROL 11 WATER QUALITY 11 SECTION 5: CONVEYANCE SYSTEM 12 100-YEAR FLOOD/OVERFLOW CONDITION 12 SECTION 6: SPECIAL REPORTS AND STUDIES 12 SECTION 7: OTHER PERMITS 12 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN 13 CONSTRUCTION SEQUENCE AND PROCEDURE 13 TRAPPING SEDIMENT 14 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 14 SECTION 10: OPERATIONS AND MAINTENANCE 14 Appendices Appendix A: Soils Data Appendix B: Proposed Drainage Plan & Calculations Appendix C: Erosion Control ACRONYM TERMINOLOGY " Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on -site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 13312 - 56th Ave South in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by the King County. Nguyen Short Plat -Technical Information Report January 2016 SECTION 1: PROJECT OVERVIEW The property is located at 13312 - 56th Ave South in Tukwila, Washington. The property is currently developed with a single family residence that will remain. The project proposes to short plat the property into a toial of four (4) lots, construct a private access road and associated stub -outs for future stormwater BMP and utility hook-ups. Site Information Location: 13312 - 56th Ave South; Tukwila, Washington County, State: King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Figure 1 — Vicinity Map / Site Location Not -to -Scale Drainage Basin The property lies within the Duwamish River drainage basin, in the Duwamish — Green River watershed. The entire site drains to this basin. Elevations on the site vary from a high point of 18 feet at the northwestern property corner to 10 feet at the southern property line, with grades varying between 2.0% to 25.0%. The Concept Group Page 1 Nguyen Short Plat -Technical Information Report January 2016 Figure 2 — Drainage Basin Study Area Map Not -to -Scale Soils Information Soils Survey The Geologic Map of the King County indicates the soil type within the project as Alluvium deposits (Qal). A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on December 7, 2015. The analysis confirms that the soils at the site are composed of gray, fine -silty sand, not suitable for infiltration. Refer to Appendix A for the sieve analysis. Nonglacial Deposits (Holocene) 1 ( m - Modified land of - Artificial fi3 Omw - Mass wastage deposits Of • Fan deposits Oal • Alluvium Oosl - Older alluvium Oom - Osceola mudflow Geologic Map of King County Canp11.1 by Derek B. eoan. K uw A Trooss i Aacn V. WMM March 2907 Figure 3 — Soils Map Not -to -Scale The Concept Group Page 2 Nguyen Short Plat -Technical Information Report January 2016 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project adds more than 5,000 SF of new impervious surface; therefore is subject to full drainage review. Table 1 provides a summary to the project stormwater design requirements. Table 1 - Jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt - less than 0.10 CFS) Water Quality: Basic (Exempt - less than 5,000 SF PGIS) Conveyance: 25 year, developed event Downstream Analysis: 'Y4 mile downstream Core Requirements The eight (8) Core Requirements of the SWM drainage requirements along with the five (5) Special Requirements are discussed in detail in this section. Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the entire project presently sheet flows from the northwestern portion of the property towards the southeastern portion of the property and discharges directly into the Duwamish River. In the developed condition, stormwater from rooftops will be tight -lined to the city storm system located on 56th Avenue South and eventually discharge to the Duwamish River. Core Requirement #2: Offsite Analysis An offsite analysis which includes a 'A mile downstream analysis is discussed in detail in Section 3 of this report. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control. However, this project is exempt from flow control requirements because the proposed project generates less than a 0.10 cfs increase in the existing site condition 100-year peak flow rate. Refer to Section 4 of this report for a detailed analysis of the flow control exemption. Core Requirement #4: Conveyance System The conveyance system for the project has been designed to convey the 100-year storm event. Refer to Section 5 of this report for detailed conveyance calculations. The Concept Group Page 3 Nguyen Short Plat -Technical Information Report January 2016 Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from water quality requirements because it proposes Tess than 5,000 SF of PGIS. Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map # FM53033C0957F, the project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community 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 2009 KCSWM; therefore, it is exempt from Special Requirement #5. The Concept Group Page 4 Nguyen Short Plat -Technical Information Report January 2016 SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The site is located adjacent to the natural point of discharge; therefore, the study area of the downstream analysis only to the point of discharge as shown in Figure 4 below. 43327 'f flow path direction 13312 61 13328 project location j3305 13303 •13301 `13302-- 57th nv nue ',So h l- Park ..- 413306 Figure 4 — Study Area Map Not -to -Scale discharge location: Duwamish River The Concept Group Page 5 Nguyen Short Plat -Technical Information Report January 2016 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #FM53033C0957F, the project area is located in Zone X, a 500-year flood plain zone. Figure 5: FEMA Map Not -to -Scale fl NA1EML 1L00D *MICE 11068AN FIRM FLOOD INSNRANCE RATE NAP KING COUNTY, %VASHINGlON ANI) INCORPORATE) AREAS PM 9510F 7126 W„ p a F , L• `JR.IM� !INTL r x: s.rra HAP NONe[R 53033C0957 F MAP REVISED: NAY 18,1995 I i Fxdml Emnt,' y Agena J • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a Y mile downstream of the project within the last 10 years. No complaints were found downstream of the project site. } • *13319 co' •13331 ^r 1 Figure 6 — Drainage Complaint Map Not -to -Scale The Concept Group Page 6 Nguyen Short Plat -Technical Information Report January 2016 • Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. 13325 • 43319, ' �}3304 i13312 613324 `133213,` `13340 `13344 \_N. i13350 ♦, Project Location Environmentally Sensitive Areas Erosion hazard (1990 SAO) Seismic hazard (1990 SAO) ©' rL�ands9de hazard (1990 SAO) Coal mine hazard (1990 SAO) Stream (1990 SAO) - Gass 1 - Class 2 perennial — class 2 salmoold — Cass 3 ' • • unclassified j / . wetland (1990 SAO) ////1/ Sensitive area notice an title Figure 7 — Sensitive Areas Map (Wetland) Not -to -Scale • Sensitive Area Map (Erosion Hazard & Landslide): The project site is not located near a mapped Hazard or Landslide area per the King County DMAP. Environmentally Sensitive Areas Erosion hazard (199D SAO) Seismic hazard (1990 SAO) :i Lends2de hazard (1990 SAO) 0 Coal mine hazard (1990 SAO) Stream (1990 SAO) N class 1 - class 2 perennial — class 2 salmonkl -- pass ••• unclassified Wetland (1990 SAO) 0ensllive area notice on tine Figure 8 — Sensitive Areas Map (Erosion Hazard & Landslide) Not -to -Scale The Concept Group Page 7 Nguyen Short Plat -Technical Information Report January 2016 • Sensitive Area Maps (Aquifer Recharge): The majority of the project site is not located in a mapped Aquifer Recharge area per the King County iMAP. Project Location Environmentally Sensitive Areas Erosion natant (1990 SAO) Seismic hazard (10SO SAO) 0 Landslide hazard (1990 SAO) 0 Cast mine hazard (1990 SAO) Stream (1990 SAO) — Class 1 -- class 2perenalai — class 2 salmonld pass 9 unclassified Wetland (1990 SAO) 0 Sensllim area notice no tine al Figure 9 — Sensitive Areas Map (Aquifer Recharge) Not -to -Scale Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on December 28, 2015. The weather was cloudy with light drizzles, temperatures in the low 40's degrees Fahrenheit. The property is currently developed with one (1) single-family residence which will remain. The project proposes to short plat the existing property into a total of four (4) parcels and install a private access road with utility and stormwater stub -outs for future development. The property is accessed from 56' Avenue South. Stormwater runoff from the project currently sheet flows in a southeasterly direction towards the Duwamish River. Based on this field inspection and research of King County records; there are no apparent erosion or capacity problems within %a mile downstream of this project. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection and review of past drainage complaint records, there appears to be no current significant erosion or capacity problems within a %a mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be tight -lined to the public drain system located along 56th Avenue South. The Concept Group Page 8 Nguyen Short Plat -Technical Information Report January 2016 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology The property is currently developed with a single family residence. The general topography of the site slopes from northwest to southeast. Elevations on the site vary from a high point of 18 feet at the northwestern property corner to 10 feet at the southern property line, with grades varying between 2.0% to 25.0%. Stormwater runoff from the entire project presently sheet flows from the northwestern portion of the property towards the southeastern portion of the property and discharges directly to the Duwamish River. Existing Natural Location of Discharge During heavy rainfall events, stormwater sheet flows to the southeastern portion of the property and discharges into the Duwamish River. Developed Site Hydrology In the developed condition, stormwater from the roofs will be tight -lined to the public drainage system located on 56th Avenue South and eventually discharge to the Duwamish River. Developed Onsite Assumptions Table 2 outlines the assumed developed impervious surfaces. Furthermore, replaced impervious surface is not considered target impervious surface unless it is part of a redevelopment project. Short plats are not redevelopment projects, by definition. Table 2 — New Impervious Surfaces (SF) Roofs (Lots 2, 3, 4) 6,000 Driveways (Lots 2, 3, 4) 1,560 Private Access Road 2,874 Frontage Improvements 0 Existing Shed & Garage to be Removed (1,258) Existing Driveway to be Removed (1,950) Total New Impervious Surface 7,226 There is no new target pervious surface. The KCSWDM defines new pervious surface as "...the conversion of native pervious surface to non-native pervious surface..." The site does not contain native pervious surface. Performance Standards - Level 2 Flow Control The property is located within the Level 2 Flow Control area per the City of Tukwila stormwater map. KCRTS Hydrologic Model Input The project site is 0.65 acres; however, only 0.17 acres is within the Target Discharge surface. The King County Runoff Time Series (KCRTS) Hydrologic Model is the required The Concept Group Page 9 Nguyen Short Plat -Technical Information Report January 2016 methodology under the 2009 King County Surface Water Design Manual for sizing detention facilities. Tables 3 - 5 summarizes the KCRTS inputs for the project area. Table 3 - KCRTS Inputs Rainfall Region SeaTac Scale Factor 1.0 Table 4 - Existing Conditions in KCRTS Model Till Forest Till Grass Impervious Total 0.17 0.00 0.00 0.17 Table 5 - Developed Conditions in KCRTS Model Till Forest Roof Impervious Total 0.00 0.14 0.03 0.17 land Um Sununu,/ Area T01 Forest 0.17 acres Till Pasture 0.00 saes Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.00 acres Total 0.17 acres Seale Factor: 1.00 Hourly Reduced Time Series: IN guyen_Etdsting.tsf i»I Compute Time Series Modify User Input File for computed Time Series I.TSF7 X 21 KCRTS Hydrologic Model Output 0 land Use Summary Area Till Forest 0.00 ants Till Pasture 0.00 acres Till Grass 0.00 acres Oulwash Forest 0.00 acres Outwash Pasture 0.00 acres Duhrosh Grass 0.00 acres Wetland 0.00 aaes Impervious 0.17 acres Total 0.17 aaes Scale Factor: 1.00 Hourly Reduced Time Serica: `Nguyen Develapcd.tsf Compute Time Series X 21 Modify User Input File for computed Time Series (.TSFJ Existing Condition (modeled as 100% till forested) Flow Frequency Analysis Time Series File:nguyenexisting.tsf Project Location: Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.011 2 2/09/01 15:00 0.013 1 100.00 0.990 0.003 7 1/06/02 3:00 0.011 2 25.00 0.960 0.008 4 2/28/03 3:00 0.008 3 10.00 0.900 0.000 8 12/22/03 23:00 0.008 4 5.00 0.800 0.005 6 1/05/05 10:00 0.007 5 3.00 0.667 0.008 3 1/18/06 20:00 0.005 6 2.00 0.500 0.007 5 11/24/06 5:00 0.003 7 1.30 0.231 0.013 1 1/09/08 9:00 0.000 8 1.10 0.091 Computed Peaks 0.012 50.00 0 980 The Concept Group Page 10 Nguyen Short Plat -Technical Information Report January 2016 Developed Condition Flow Frequency Analysis Time Series File:nguyen_developed.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.041 7 2/09/01 0.036 8 1/05/02 0.050 3 12/08/02 0.043 6 8/26/04 0.050 4 10/28/04 0.044 5 1/18/06 0.061 2 10/26/06 0.080 1 1/09/08 Computed Peaks 2:00 16:00 18:00 2:00 16:00 16:00 0:00 6:00 - - Peaks (CFS) 0.080 0.061 0.050 0.050 0.044 0.043 0.041 0.036 0.074 Flow Frequency Analysis - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Tables 6 summarizes the KCRTS 100-year peak runoff rates. With the proposed roof infiltration trenches, the 100-year peak flow rate of the developed site is only 0.067 cfs higher than the existing forested condition. Table 6 -Peak Runoff Rates (cfs) Event Existing Condition Developed Condition 100-year 0.013 0.08 Flow Control Per the 2009 KCSWDM, Section 1.2 (page 1-42), this project is exempt from flow control requirements for any threshold discharge area in which there is no more than a 0.1-cfs dierence in the sum of the developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100-year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.C." 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 above. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption because only 4,434 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. The Concept Group Page 11 Nguyen Short Plat -Technical Information Report January 2016 SECTION 5: CONVEYANCE SYSTEM The Rational Method was used to calculate the 25-year and 100-year storm events. Refer to Table 7 and Appendix 8 for the Conveyance Calculations. Stormwater from the entire surface area of the private access road will! be collected and routed to the catch basin located in the drive aisle of the project site. The capacity of this conveyance system exceeds the 100-year storm event. Table 7 — Conveyance Analysis Impervious Pervious Pipe Capacity Basin Area (sf) Area (sf) Q23 Qtoo Pipe (cfs) lot 2 0.055 0 0.16 0.19 6" @ 1.0% 0.60 Lot 2 + 3 + 4 +Road 0.24 0 0.68 0.82 8" @ 0.50% 0.92 100-Year Flood/Overflow Condition During overflow conditions, stormwater will sheet flow towards 56th Avenue South. SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Land Use — Short Plat Permit • Building Construction Permit • Clearing & Grading Permit The Concept Group Page 12 Nguyen Short Plat -Technical Information Report January 2016 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. 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 B 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. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9. Maintain erosion control measures in accordance with City of Tukwila standards and manufacturer's recommendations. 10. 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 City of Tukwila Erosion and Sediment Control Standards. 11. 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. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. The Concept Group Page 13 Nguyen Short Plat -Technical Information Report January 2016 Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural 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 entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. SECTION 10: OPERATIONS AND MAINTENANCE N/A — There are no stormwater BMP's proposed for this development. The Concept Group Page 14 Nguyen Short Plat -Technical Information Report Appendix A Soils Data The Concept Group Appendix PERCENT FINER 100 90 80 70 60 50 40 30 20 10 0 c c t0 M N Particle Size Distribution Report c = c 1 I I I J I I I I I 1 1 I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I l I I I I I 00 O O O O O O sY #Cc) co # #gt 1 I I I 1 I— I I I I rt I--C I I 1 1. I I I I I- I- I I I I 100 10 1 GRAIN SIZE - mm. 01 0.01 0.001 % Stones % +3" % Gravel % Sand % Silt Coarse Medium Fine V. Crs. Crs. Med. Fine V. Fine Crs. Fine % Clay 0.0 0.0 0.0 0.0 0.0 0.8 1.6 2.2 21.0 30.8 43.6 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) #4 100.0 #10 100.0 #40 97.1 #60 95.4 #100 90.5 #200 59.4 #270 43.6 #325 38.8 (no specification provided) Material Description Gray, Fine -Sandy Silt Atterberg Limits PL= NP LL= NV Pl= Coefficients D90= 0.1469 D85= 0.1263 D50= 0.0621 D30= D10= Cu= Classification USCS= ML AASHTO= A-4(0) Remarks Sampled/Received: 12/7/15 Tested: 12/8/15 Equipment: 53, 58, 66, 112 D60= 0.0759 D15= Cc= Source of Sample: Unknown Sample Number: 01 Date: 12/8/15 A.A.R. Testing Laboratory, Inc. Client: The Concept Group Project: Misc. Lab Project No: 15-105 Figure 15-345 Tested By: M. Blackwell Checked By: M. Blackwell Nguyen Short Plat -Technical Information Report Appendix B Proposed Drainage Plan & Calculations The Concept Group Appendix Layout Name: Layout1 0 0 4 CIL Jan 01, 2016 — 3:58pm 0110 G._..._...._._.... G SS — SD S w SD Know what's below. Call before you dig. SS can." w 56TH AVE S 7909Y SS EX. HOUSE TO REMAIN SS 0 553H RIM-18.20 Op IE (CHANNEL)-3.31: Co LOT 1 o-41 (6,500 SQ. FT.) t p'!NGRESS, EGRESS lJS1UASEMENT gl .0. Nt,s, 01S1'2 533°48'24" 50. ,r..I ®I LOT 4 (7,135 5Q. FT.) Yon • 8 tl CO - RIu.18.00 CB R14=17.80 IE-f^..70 5' PVT. SEWER EASEMENT LOT 2 ;1'6,500 SQ. FT.) 533°48'24" LOT 3 (8,160 SQ. FT.) 041449/1 WATER E0k 11/20/151'-'/ TO BE DEMOLISHED ;'5 TO BE DEMOLISHED HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 ft. 1 inch = 10 ft. 36 32 28 24 20 16 12 8 4 0 -4 no 1111r1H=11111111111111111111.11111111111111111111111111111111111 IIIII- spa + •• - 11 W + a0 II ..— .i1..11_.1..._.._ii..>.... . CO _y_,. 0.. COW _� _. 1n > w Luz > (.?--- rox _ ........_.........._._......... FINl_SH GRADE ---._ ... '— __ -- — '- ¢ ° Z u.10 _ w 3 17. n a_.....__.... m a 5 � z _._FILL SLO,.E (a�.10_00% _. EX..ROUND ElMeennelet� -2.00% -U. O° ° 'MO --. ---i- per— `� --- ---- MI NMI. _- • F 6" SD ST B • 1.00% II , .� " 09 LF 8ADS N12 SD Affiliffillill w T • 0.50% 1 STA 11+25.00, 8.43' T a ai o c•i 1111 - IMMEM _�_j__�j EX. GROUND FINIS GRADE @ �Ii1YYrY'i� col- , - X" P ACCESS CENTERLINE / PVT. • CCESS CENTERLINE Oudm • - m of rn� 37 wm ,SI r� cow 37 ' coy rn`7 0— m� - 0co . 0- a c? 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 50' BUFFER 20 i SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES: 0 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. 0 NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. ® CONSTRUCT 18' WIDE x 20' LONG PARKING PAD FOR LOT 1. ® REMOVE & RECONSTRUCT CONCRETE STEP AND LANDING. 0 INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION & PROFILE ON THIS SHEET. 0 INSTALL CB #1-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & DS-06 ON SHEET DT1. STA 10+13.50, 8.43' LT. ® INSTALL CB #2-TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-01 & DS-06. STA 11+25, 8.43' LT. p INSTALL 109 LF 8" ADS N12 SD @ 0.50%. 0 INSTALL 6 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 0 INSTALL 30 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 0 INSTALL 30 LF 6" ADS N12 SD STUB @ 2.00%. SEE GENERAL NOTE 3. © INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. 11+80 ORDINARY HIGH WATER MARK 36 32 28 24 20 16 12 8 4 0 -4 12+00 ELEV=10.00 APPROX. TOE OF SLOPE WI z 1-1 zl uJ W '4 W RIVER PROPERTY LINE PVT. ACCESS ROAD 20' TO 40' INGRESS, EGRESS & UTILITY EASEMENT 1.0' 10' TO 20' 10' TO 20' FLOW LINE 2% Iz Iz 1W 10 -1 W w 2" CLASS CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE 'REFERENCE SHEET NO. PG1 SHEET 3 OF 5 SHEETS -J J L.L 0 (1) z LU 0 co Z W IC Z 0< W >- 0 0C CC Q J 0_ 0 0 0 O8 0 It) E Q J DESIGNED BY: Q 2 J m a 2 2 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION m 0 z Manning's Equation for Pipe Capacity Calculations 6-inch PVC Pipe @ 1.0% Diameter of pipe (inches) % Full Flow (see chart) Slope of Pipe (percent) Manning's Coefficient Hydraulic Radius Area in Flow Pipe Capacity 6] 95 1 0.013 0.143 0.193 Inches 0/0 OA SF Hydraulic Radius: 95% Full Flow = 75% Full Flow = 50% Full Flow = 25% Full Flow = 0.143 0.151 0.125 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 0.6045 CFS Velocity 3.14 FPS 8-inch PVC Pipe @ 0.50% Diameter of pipe (inches) Full Flow (see chart) Slope of Pipe (percent) Manning's Coefficient Hydraulic Radius Area in Flow Pipe Capacity 8 95 0.5 0.013 0.191 0.343 Inches % % SF Hydraulic Radius: 95% Full Flow = 75% Full Flow = 50% Full Flow = 25% Full Flow = 0.191 0.201 0.167 0.098 Area in Flow: 95% full -flow = 75% full -flow = 50% full -flow = 25% full -flow = 0.343 0.281 0.175 0.068 0.9205 CFS Velocity 2.69 FPS Rational Method Per 2009 King County Surface Water Manual 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 **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. Project: Nguyen Short Plat - Tukwila King County Stormwater Management Manual Table 3.2.1 B T Tc i R 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 Impervious - C value Pervious C value Impervious Area (sf) Pervious Area (sf) lot 2 0.90 N/A 2400 0 total 0.90 N/A 10432 0 Basin impervious Area (ac) rervious Area (ac) Qio Q25 Q100 lot 2 0.06 N/A 0.16 0.19 total 0.24 N/A 0.68 0.82 ?•9 • Hiatt ay ANOY PARK _biLTQTY WESTERN ;KING COUNTY }25-Year 24-Hour Precipitation ,in Inches \ I ESTI .13 7UKWILA SEATAC NERCF ISLAN i.I AUBURN r. 0 THELL L i WOOOI ILLEL LEVUE 1 NEW STLE Project Location jKING COUNTY PIERCE COUNTY 2 4 Miles /•/ I NAPL VINGTON Lt VALLE SNpHOMISH COL KING COL G Ss 5.0 4.5 7 3.6 Vashon Island FEDERA WAY SHOREII NESTERN o� ,(ING COUNTY I00-Year 24-Hour ?recipitation n Inches 0 1• jwo00 VILL4 R1 LANE I.' t `, Jr )1 V'i OMOND) j •r I- L.,� i �f _ _ z— C YARRO 1 i ti IkHf1N is T Pot _—I �._. � 0.1040 PACIFI Project Location CE COUNTY COUNTY 4 Miles be et, keb ve be be to 43. °AH NUM AW' <f) OOUALMIE 1.0 coun COUP, NOF BE ' 0 6.; 6.0 5.5 Nguyen Short Plat -Technical Information Report Appendix C Erosion Control Plans & Details The Concept Group Appendix K:\Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—ECI.d 0 — SD w G INSTALL CONSTRUCTION EN I RANGE PER DETAIL THIS SHEET aM..18.00 G G -a ct w 1 fl AVE S`�. I LETIC "de PROTECTII N b H, N PE DETAI THIS SHEET rses3' (TYP) o a 55 SS SS SS SS SS SS \ SS— 50 .. .WM533"48'24"W EX. HOUSE TO REMAIN { HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I 1 inch = 20 f1. LOTI (6,500 SQ. FT.) 533°48'24'W 50.09' LOT 2 ,(6,500 SQ. FT.) INSTALL SI FENCE PER DETAI THIS SHEET (TYP) LOT 4 (7,135 5Q. FT..) 533"48'24" LOT 3 (8,160 5Q. FT.) TO BE DEMOLISHE •I WA ct7 0000 t i i20;15, - 08 • 80 70 5' PVT. SEWER EASEMENT OHP 0 G SS 55 • 5; SD w TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) TO BE DEMOLISHED 00 000V<0 Know what's below. Cali before you dig. CATCH BASIN 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 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE 55 30 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. u u 6' MAX. 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 FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL TOE IN SHEETING IN MINIMUM 4"X4" TRENCH SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE UNDISTURBED GROUND TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND L7 ♦7BE WEIGHTED OR TAPED /.4;\ v U O PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE INSTALL DRIVEWAY CULVERT R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE NOTES VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS IR,COMMENDED THAT THE ENTRAKE BE CROWNED SO THAT RUNOFF DRAINS OFF THE KAP. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE I REFERENCE EC1 SHEET OF 6 SHEETS CL TESC PLAN AND DETAILS 1241 o 33, rsi to DESIGNED BY: a. CHECKED BY: a. PROJ. MNGR: REVISION DESCRIPTION D.3.2 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: Purpose Plastic covering provides immediate. short -teen erosion protection to slopes and disturbed areas. Conditions of Use 1. 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 night be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. Note: There have been mane problems with plastic, usually attributable to poor installation and maintenance. However, the material itself can cause problems, even when cor7•ectly 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 D.3.2.D for details. 2. Plastic sheeting shall have a muumuu 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 D.3.2.D PLASTIC COVERING 10' MAX. • —II TOE IN SHEETING IN MINIMUM 4"X4" TRENCH I II PROVIDE ENERGY DISSIPATION I AT TOE WHEN NEEDED II—Tl t=f TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED ID' MAX. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-17 SECTION D.3 ESC MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as, constructed measures, such as silt fences, fiber rolls, sand/gravel barriers, brush or rock filters, triangular silt dikes and other methods. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances 'in which perimeter control is to be used as a primary means of sediment removal is when the catclunent is very small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there may be no need for the perimeter protection measures specified in this section. Criteria for Use as Primary Treatment: At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flowpath meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a backup to a sediment trap or pond. Average Slope Slope Percent Flowpath Length 1.5H:1V or less 67% or less 100 feet 2H:1V or less 50% or less 115 feet 4H:1 V or less 25°fo or less 150 feet 6H:1V or less 16.7% or less 200 feet 10H:1V or less 10% or less 250 feet D.3.3.1 SILT FENCE Code: SF Symbol: X X X X X Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow may be treated solely by a silt fence, rather than by a sediment trap or pond, is when the area draining to the fence is small (see "Criteria for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.3.B for details. 1/9/2009 2009 Surface. Water Design Manual — Appendix D D-30 D.3.3 PERIMETER PROTECTION 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on site. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sec-1 minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no steeper than 2H:1 V. 5. If a typical silt fence (per Figure D.3.3.A) is used, the standard 4 x 4 trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards 1. Any damage shall be repaired inunediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE D.3.3.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 SE INSTALLED ALONG CONTOUR 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"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS. REBAR, OR EQUIVALENT 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-31 D3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1.000 feet of the site. Access and exits shall be limited to one route if possible, or two for linear projects such as roadway where more than one access/exit is necessary for maneuvering large equipment. Design and Installation Specifications 1. See Figure D.3.4.A for details. 2. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) 3. Hog fuel (wood based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable, but it has been used successfully on many sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The inspector may at any time require the use of quany spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fael is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D.3.1) shall be installed as necessary to restrict traffic to the construction entrance. 5. Whenever possible, the entrance shall be constructed on a firm. compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Standards 1. Quarry spalls (or hog fiuel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping, an increase in the dimensions of the entrance. or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-39 4 1 15145 Page 1 PROJECT: 15145 Figure Name: FULL LOT Course: S 56-11-36 E Course: S 55-09-44 W Course: N 56-11-36 W Course: N 33-48-24 E Perimeter: 795.13 Distance: 313.43 Distance: 107.37 Distance: 274.33 Distance: 100.00 Area: 29387.99 0.67 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.002 Course: S 52-29-26 W Precision 1: 345898.31 Figure Name: LOT 1 Course: S 56-11-36 E Course: N 33-48-24 E Course: N 56-11-36 W Course: S 33-48-24 W Perimeter: 360.00 Distance: 130.00 Distance: 50.00 Distance: 130.00 Distance: 50.00 Area: 6500.00 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 00-00-00 W Precision 1: 360000000.00 Figure Name: LOT 2 Course: N 33-48-24 E Course: S 56-11-36 E Course: S 33-48-24 W Course: N 56-11-36 W Perimeter: 360.00 Distance: 50.00 Distance: 130.00 Distance: 50.00 Distance: 130.00 Area: 6500.00 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 00-00-00 W Precision 1: 360000000.00 Figure Name: LOT 3 Course: N 33-48-24 E Course: S 56-11-36 E Distance: 50.00 Distance: 183.43 Page 1 RECEIVE FEB 12 2016 Community Development Course: S 55-09-44 W Course: N 56-11-36 W Perimeter: 451.00 15145 Distance: 53.69 Distance: 163.88 Area: 8682.75 0.20 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 55-57-33 E Precision 1: 117074.37 Figure Name: LOT4 Course: N 33-48-24 E Course: S 56-11-36 E Course: S 55-09-44 W Course: N 56-11-36 W Perimeter: 411.90 Distance: 50.00 Distance: 163.88 Distance: 53.69 Distance: 144.33 Area: 7705.24 0.18 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.004 Course: N 55-57-33 E Precision 1: 106924.46 Page 2 Ages Engineering, LLC A Geotechnical & Environmental Services LLC PD. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com RECEIVED FEB 12 2016 Community Development Phuong Nguyen 6516 — 43`1 Avenue S. Seattle, WA. 98118 Subject: Geotechnical Evaluation Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Parcel Number: 2172000215 January 27, 2016 Project No. A-1249 Dear Mr. Nguyen, As requested, we have completed a geotechnical evaluation for the new development planned at the subject site located at 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The location of the site is shown on the Site Vicinity Map provided in Figure 1. We were provided with a Roadway and Drainage Plan, and a Landscape Plan showing the existing site topography, existing conditions, and the planned development. Based on the plans provided to us, and our conversation with the project Civil Engineer, we understand the existing residence will remain as Lot 1 and three new residential lots will be created on the site. Lot 2 will be located along the northeastern property line towards the front of the site. Lot 3 and Lot 4 will be located along the southeastern end of the site. Access to the new lots will be provided by an easement driveway that extends through the center of the site. The Duwamish River borders the southeastern property line of the site. The planned site development will include clearing the wild vegetation form the sites' southeastern slope and replacing it with typical landscape bushes and trees. The Landscape Plan indicates the shoreline along the southeastern side of the site will be cleared and revegetated from the waterline to 60 feet onto the site. The existing maple tree located at the western end of the shoreline will remain. All other vegetation will be removed and native species will be replanted. From the water edge to approximately 5.0 feet, the new vegetation will be a groundcover consisting of Sawbeak Sedge, Slender Rush and Small -fruited bulrush. A silt fence will be placed in this area along the shoreline to protect the Duwamish River from sediment. Willow and Dogwood will be planted from the water edge to approximately 15.0 feet from the water edge. Paper Birch Trees and Western Red Cedar Trees along with Salal, Oregon Grape, and Currant bushes, and Kinnikinnick groundcover will be Mr. Phuong Nguyen January 27, 2016 planted from 15.0 feet to approximately 55.0 feet. From 55.0 feet to 60.0 feet, the new vegetation will consist of a groundcover of Beach Strawberry. We understand that prior to development on the site, the City of Tukwila has requested a geotechnical evaluation of the current and expected stability of the sites' southeastern slope area adjacent the Duwamish River. 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. SCOPE OF WORK The purpose of our service was to perform a geotechnical evaluation of the site soil and groundwater conditions to determine the current and expected stability of the sites' southeastern slope area. Specifically, the scope of services for this Geotechnical Evaluation included 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 two test holes in the sites' southeastern slope area to a maximum depth of 10.0 feet below surface grades. • Providing a quantitative and qualitative slope stability analysis of the sites' southeastern slope area. SITE CONDITIONS Surface The subject site is an irregular shaped residential lot located at the 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the southwestern portion of the site. The site is bordered with single-family residences to the north and south, 56th Avenue South to the west and the Duwamish River to the east. Site access is provided from 56th Avenue South along the west side of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the east at surface inclinations ranging from 3 to 5 percent. A short slope exists adjacent the Duwamish River along the east side of the site. Site vegetation consists of various landscape bushes and trees around the existing residence, field grass along the majority of the site, some medium-sized deciduous and coniferous trees along the north property line, and small bushes and thick blackberry bushes along the river shoreline. Page - 2 - Mr. Phuong Nguyen January 27, 2016 Mapped Soils The Geologic Map of Des Moines, Washington maps the soil in the vicinity of the site as Alluvium (Qa1). The Alluvium was deposited after the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The Alluvium was deposited by The Duwamish River as it meandered back and forth across the Duwamish Valley. The Alluvium will typically be found in a loose to medium dense condition 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. Site Explorations On January 22, 2016 a representative from our office was on site to explore subsurface conditions at the site by advancing 2 hand -augured test hole to a maximum depth of 10.0 feet below existing surface grades. The approximate Test Hole locations are shown on the Exploration Location Plan provided in Figure 2. Our representative continuously monitored the excavations, maintained logs of the subsurface conditions encountered in each test hole and test boring, obtained representative soil samples, and observed pertinent site features. The specific number, location, and depth of the explorations were selected by Ages Engineering, LLC personnel in the field. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) provided in Figure 4. The explorations performed as part of this evaluation indicate subsurface conditions at specific locations only and actual subsurface conditions can vary across the site. Furthermore, the nature and extent of any such variation may not become evident until additional explorations are performed or construction activities begin. The test hole logs are provided in Figure 5. Representative soil samples obtained from the test holes were placed in sealed containers and taken to a laboratory for further examination and testing. The moisture content of the soils obtained during our exploration were determined and are presented on the test hole logs. Site Soils The soils we observed underlying the site during our site explorations confirmed the mapped stratigraphy of the site area. The soils encountered in the Test Holes consist of native sand with silt consistent with Alluvium. The soils observed in both our hand -augured test hole consisted of 6 inches of topsoil and roots overlying moist, loose to medium dense, sand with silt consistent with Alluvium. The test hole logs are provided in Figure 5. Page - 3 - Mr. Phuong Nguyen January 27, 2016 Groundwater We encountered groundwater seepage in both of the test holes advanced at the site. The groundwater table at the site coincides with the water level in the adjacent Duwamish River. SLOPE STABILITY ANALYSIS The computer program WinStabl was used to determine the overall stability of the site in its current configuration and for both static and seismic conditions in the post -development configuration. Slope failure surfaces were analyzed using the Bishop Circular Method, which is a circular failure force equilibrium method. All calculations were performed by the computer model WinStabl, which requires user input of the topographic surface, soil strength properties, groundwater information, and other loads, including seismic and building loads. The surface data was provided by the topographic site plan provided to us and our observations and measurements in the field. The soil parameters used in the analysis are interpreted, estimated, and/or assumed based on the visual observations, field and laboratory testing, empirical correlations, and experience with similar soil and groundwater conditions in the vicinity of the subject site. Once the parameters have been determined, the critical failure surfaces and associated factors of safety for the modeled slope and development conditions can be calculated. The critical surface is the surface or plane most likely along which the soil mass will slide. The factor of safety is the ratio of the sum of moments resisting movement over the sum of moments driving movements. Accordingly, a slope with a factor of safety less than 1.0 has more driving forces than resisting forces, while a factor of safety greater than 1.0 has more resisting forces than driving forces. Industry standard requires that the post -development site conditions have a factor of safety of 1.5 and 1.2 against failure for static and seismic conditions, respectively. To analyze the stability of the site, we performed our analysis on the slopes observed adjacent the Duwamish River along the southeast side of the site. A diagram delineating the location of our slope stability analysis line is provided in Figure 2. We encountered the loose to medium dense native alluvial soils in this location. Based on our site observations, provided site topography, and encountered subsurface soil and groundwater conditions, we established both dry and saturated unit weight, isotropic strength intercept (cohesion), and isotropic strength angle (phi angle) for the various soil types. Ages Engineering assigned soil unit weight and strength parameters based on our experience, field explorations accomplished on this site, as well as index laboratory testing accomplished on this parcels and adjacent properties. Based on our review, we conclude the assumed values for the various soil types appear to fall well within the range of tabulated values in the literature, and in some instances, the values appear to be conservative. The following table summarized our assigned soil strength properties. Page - 4 - 11 J Mr. Phuong Nguyen January 27, 2016 TABLE 1 Estimated Properties of On -Site Soils Soil Type Dry Unit Weight (pcf) Sat. Unit Weight (Pcl) Isotropic Strength Intercept (psf) Internal Strength Angle (degrees) Valley Lacustrine Deposits 125 130 0 30 The site seismic stability conditions were analyzed by applying a horizontal acceleration equal to one-half of the appropriate peak ground acceleration. Based on current standard of practice, we used a design peak ground acceleration of 0.2g for the site. Table 1 summarizes soil properties, based on "Geotechnical Properties of Geologic Materials", by Koloski, Schwarz, and Tubbs, Washington Division of Geology and Earth Resources Bulletin 78, as presented in Volume 1, ENGINEERING GEOLOGY IN WASHINGTON. The medium dense silty sand with gravel is interpreted to be the old fill while the dense to very dense sand with silt and gravel is interpreted to be the Advance outwash. Using the Bishop Circular method, we generated several failure surfaces for the pre- and post - development conditions using both the static and seismic loading conditions. Our analyses yielded the following safety factors: TABLE 2 Calculated Factor of Safety Development Condition Factor Of Safety Pre Development (Static) 500 Post Development (Static) 500 Post Development (Seismic) 500 Graphical output of the WinStabl analysis, indicating the ten most critical failure planes and corresponding factors of safety for the pre development and the two post development models are included in Figures 6 through 8. CONCLUSIONS AND RECOMMENDATIONS Based on our evaluation and slope stability analysis, the site slopes are currently stable and are expected to remain so after development of the planned new residences, clearing, and replanting the slope Page - 5 - Mr. Phuong Nguyen January 27, 2016 are concluded. Provided the shoreline is replanted according to the Landscape Plan provided to us, it is our opinion that development of the site will not result in instability to the existing southeastem slope. Minimal Risk Statement Based on our evaluation, with the site developed as shown on the plans provided to us, it is our opinion the proposed development will not result in slope instability at the site or on adjacent properties and the risk for such occurrence will be minimal. ADDITIONAL SERVICES If changes are made in the loads, grades, locations, configurations 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, Ages Engineering, LLC 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 the 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. 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 Mr. Phuong Nguyen and his authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations 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 remediation 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. Page-6- Mr. Phuong Nguyen January 27, 2016 We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, Ages Engineering, LLC cA� KNoi t Z7Zo/6 -7:IFsREs iF-o8-zo,6 Bernard P. Knoll, II, P.E. Principal BPK:bpk Project No.: A-1249 ATTACHMENTS: Figure 1— Site Vicinity Map Figure 2 — Exploration Location Plan Figure 3 — Geologic Map Figure 4 — Unified Soil CIassification System Figure 5 — Test Hole Logs Figure 6 — Pre -Construction, Static Conditions Figure 7 — Post -Construction, Static Conditions Figure 8 — Post -Construction, Seismic Conditions Page - 7 - tit S 128th St 34th St Riverto, S118thSt R!'et Rrgtt Rererton CleSt Cemetery �47nd St S142ndSt :y P7 St 900 Atlerqn;\n St P S1 ^ St Rivet ton Heiahts 99 2000,feet 500 m -o S 12Oth St Approximate Site Location N S 12011 St ' sc w 2 r. 5k r'`wa, m .S tertgston Rrt 900 ti Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Site Vicinity Map Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 1 LOCATION OF SLOPE STABILITY ANALYSIS KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 • Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Exploration Location Plan Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 2 Approximate Site Location Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Geologic Map Phuong Nguyen Residential 13312 — 56`1 Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 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 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 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 MH Elastic inorganic SILT with moderate to high plasticity CH Fat inorganic CLAY with moderate to high plasticity 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.agesengineering.com Unified Soil Classification System (USCS) Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 4 Q+`ah, Ages Engineering, LLC P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 DATE: January 22. 2016 Test Hole TH-1 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes Other 0 10 8 lnches TOPSOIL Dark gray SAND with silt, trace organics, fine-grained sand, medium dense, moist. (Lucustrine Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. DATE: January 22, 2006 Test Hole TH-2 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes M% Other 0 10 Dark gray SAND with silt, trace organics, fine-grained sand, medium dense, moist. (Lucustrine Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. Figure 5 Project No.: A-1249 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Pre Development, Static Conditions 55 50 45- 40, 35 30 25: Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 (Scale in Feet) 85 90 95 100 105 110 115 120 125 130 Figure 6 Phuong Nguyen Residential 13312 — 566' Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Post Development, Static Conditions 55; 50 45 40 35 30- 25 20- 15- 10- 5 0 - -10 -15 -20 -25 -30 -35 -40 Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 (Scale in Feet) Figure 7 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Post Development, Seismic Conditions Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 t-� r 50 40 ._,.. _ .�._.. �.._.._ . ' +_ - �._.__.. 4..� - ! 3 1 I 45 t 35. ___-- - 1___.L___.._�._ ..___ _.___. i 30 t _.1_-. ,__+_._rL . I s— ---- ..- .- - -20 -25 -30 -35 -40 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 (Scale in Feet) Figure 8 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: A. l (0— v 5 Application Complete Date: Project File Number: /L. / /9 `UV �/)� Application Incomplete Date: Other File Numbers: L/lam — .0 NAME OF PROJECT/DEVELOPMENT: NGUYEN SHORT PLAT BRIEF DESCRIPTION OF PROJECT: 4 LOTS SHORT PLAT. EXISTING HOUSE TO REMAIN ORIGINAL # OF LOTS: 1 PROPOSED # OF LOTS 3 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13312 56TH AVE SOUTH LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 2172000215 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 98188 Phone: (206) 229-6422 FAX: E-mail: PBG.ENGR@YAHOO.COM Signature: /p7FZ///t/ Date: \\deptstore\City Common \Teri\Revisions In Progress\Short plat-Jan20l1.docx 1/0/, g ECEIVED FEB 122016 Community Development DESCRIPTIONS ProjectTRAK. Cash Register Receipt City of Tukwila QUANTITY PAID L16-0005 Address: 13312 56TH AVE S Apn: 2172000215 ,465' 85 LAND DIVISION $3,893.00 SHORT PLAT R000.345.810.00.00 0.00 $3,893.00 NOTICE MAILING $467.00 GENERATE LABELS R000.341.700.00.01 0.00 $467.00 TECHNOLOGY FEE $105.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7689 R000.322.900.04.00 0.00 $105.85 $4,465.85 Date Paid: Friday, February 12, 2016 Paid By: THANG QUANG TRAN Pay Method: CHECK 741 Printed: Friday, February 12, 2016 4:10 PM 1 of 1 SYSTEMS DESCRIPTIONS ProjectTRAK ACCOUNT QUANTITY PAID L16-0005 Address: 13312 56TH AVE S Apn: 2172000215 8. TECHNOLOGY FEE $88.80 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7690 R000.322.900.04.00 .0.00 $88.80 $88.80 Date Paid: Friday, February 12, 2016 Paid By: PHAN BUSINESS GROUP LLC Pay Method: CHECK 1235 Printed: Friday, February 12, 2016 4:11 PM 1 of 1 SYSTEMS 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 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 e loyees, agen engineers contractors`or other representativ s the right to enter upon Owner's real property, located at I 12. 57, Aft,, TA.6414 , +n ' b 1 for the purpose of application review, for the invited time necessary to complete that purpose. 0 S. 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. ss EXECUTED at S l L€ (city), 1,0 -- (state), on RECEIVED FEB 12 2016 Community Development (Print Name) 51 L 3'rtt 4eS c- u4-' UU1 (Address) ),Q 20 '( s ? lter* N A- NvWt N .@:60 6/ 7- L1.64-1 (Phone Number) (Signature) On this day personally appeared before me �"V 01451lr-) 4 QLJt.tq^to me known to be the individual who executed the foregoing instrument and ack wledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS AY OF 4l!a ' , 20j Notary Public State of Washington ROBERT SCAVOTTO My Appointment Expires Apr 17, 2016 NOTARY P residing at My Commission expires on C in and or the State ofXashingto (-,4U 4) I(10 \\deptstore\City Common\Teri\Revisions In Progress\Short Plat-Jan201l.docx f \ Jar 01. 2016 - 3:34pm N(UYCN 5hUI11 ILA I 13312 56TH AVE S TUKWILA WA 98178 GENERAL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 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. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE 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 TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. TAX PARCEL NUMBER 2172000215 UT1LMES 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. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 4. 5. 6. 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 CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN 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 CURRENT 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. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE 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 COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM ELEVATION DATUM FROM CITY OF TUKWILA PUBLIC WORKS STORM DRAIN MANHOLE #1 AS SHOW ON "FOSTER POINT - WATER, SEWER AND ROADWAY IMPROVEMENTS; 56TH AVENUE SOUTH, STA 19+20 - 24+60" FILE NO. 201142; DATED 02/05/05; SHEET C1.02; INVERT ELEVATION 10.63 FEET (AS SHOWN ON PLAN) + 5.6 FEET (FIELD MEASURED) = 16.23 FEET ELEVATION RIM "DATUM REFERENCES VERTICAL DATUM OF 1929 UGS" WATER: SEWER: POWER: CITY OF TUKWILA CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TUKWILA, WA 98188 (206)431-3670 (206) 431-3670 SEATTLE CITY LIGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206) 386-4200 GAS PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: CENTURYLINK 1-800-475-7526 CABLE: COMCAST 1-866-771-2281 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE s ; PiibJECT.,SHE 1 VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(C). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR 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 SEDIMENT CONTROL STANDARDS. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Know what's below. CaII before you dig. cv EC1 PGI UT1 DTI CONTACTS COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION UTILITY PLAN DETAILS REFERENCE SHEET NO. CV SHEET OF 5 SHEETS Q co a O .- cc Lu CA O Q Q w = Q Z f~O J >- CV (9 M F- Z co COVER SHEET AND NOTES 0 w OWNER PHUONG NGUYEN 13312 56TH AVE SOUTH TUKWILA, WA 98178 (206) 787-0482 CIVIL ENGINEER- PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE - ROW CENTERLINE ROW LINE - BSBL W SS SD PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE -o-o-o-o- SILT FENCE INLET PROTECTION ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT zFor) '8 ID E Z 4 a 2 J DESIGNED BY: 4 4 2 J 3 0 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION w 0 cc CLO N C LU 0 z 1 l \ EX. HOUSE TO REMAIN INSTALL b LL LUIYSTRU .TION ENTRANCE RANC.E PER DETAIL THIS SHEET 56TH AVE S 3"48'24'W seaP - • 20'.INGRESS, EGRESS & OTILITY EASEMENT = LOT1 (6,500 SQ. FT.) 24'W EX. TREE TO REMAIN INSTALL TREE PROTECTION FENCE • PER DETAIL THIS SHEET LOT 4 (7,705 SQ. FT) iINSTALL SILT FENCE PER DETAIL THIS SHEET I I(TYP) S3 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 8 l TAt,L INLET PROTECTION c PER DETAIL THIS SHEET (TYP) s 5' PVT. SEWER EASEMENT c I I TEMPORARY STOCKPILE LOT 2 I COVER WITH PLASTIC (TYP) 4(6,500 SQ. FT.) I � ' EX. TREE TO BE REMOVED SEE LANDSCAPE ARCHITECT DRAWINGS FOR TREE REPLACEMENT (TYP) TO BE DEMOLISHED 533"4824'W 50.00' - / LOT 3 (8,683 SQ. FT) TO BE DEMOLISHE rra5E8 • I:r;. '0 I ti Know what's below. Call before you dig. CATCH BASIN x7 / NOTE& OVERFLOW GRATE 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 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE 55 30 PLACE 5 FEET TALL ORANGE FILTER FENCING AROUND THE DRIP LINE OR AN AREA AROUND THE TREE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER, WHICHEVER IS GREATER \—x — x SIGNIFICANT TREE TREE PROTECTION FENCING DETAIL SCALE: NONE JUIN IS IN FIL I tK FALiKK; SHALL tit SYLIUtU 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. 6'MAX. I� POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT I I FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL NOTE& FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. TOE IN SHEETING IN MINIMUM 4"X4" TRENCH SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE 10.0' MAX. (.2 ��, 7 L: `� L1 11I `� �� II 7 O v v UNDISTURBED GROUND TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT — R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE 4" TO 8" QUARRY SPALLS NOTE& VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY 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 ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 7 OF 5 SHEETS TESC PLAN AND DETAILS - O Lil O CO co o 8 o to Z a J 0 0 Z Z 2 - a J _ 2- 0 CHECKED BY cc z 0 REVISION DESCRIPTION - O 1 inch = 20 ft. \ / l \ \ / ORT PLAT \CADD\Drowings\R15690—PS—PG1.dwg Hon Phon K:\ EX. HOUSE TO REMAIN Know what's below. Cali before you dig. 56TH AVE S LOT1® 1I (6,500 SQ. FT.) INGRESS, EGRESS .UTILI,TX1fA5EMENT I 533°9B'29 LOT 4 (7,705 SQ. FT.) 111 20 µ—Q LOT 2 .(6,500 SQ. FT) N 85. 533°99'29 LOT 3 (8,683 SQ. FT.) c; 86 5' PVT. SEWER EASEMENT TO BE DEMOLISHED rTO BE DEMOLISHED HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 VERTICAL GRAPHIC SCALE 1 inch = 20 ft. 1 inch = 10 ft. 36 .......... 32 ...... +X%. ...+ co ...o- II LL �i...... ca u 1 w 28 _.___ ll �._. n� W 7— N,-I 7_ _ka- W t4 W oz . fnW (n W > 1�.. 24 ....... »a.._..>>:.......aa2 aw w _a a 20 ; '. 12 8 -2,00 % 2.92 / 0 to FINISH GRADE * W ... .... ._...... ...._.. ll... Z_. 1...! ¢ w O _ co w_ .....a > 5o -a aJ 00% 32 FILL SLOPE@ 10 00 % 28 EX GROUND 24 20 ;16 In n p o. 109 LF 8 ADS N12 SD — Orb 0 @ 0 50 / STA 11+25 00 aM ow�ri -, RIM 1$23 4 _... �.,.. z. it ..._... IE(NW) 13 5$ 0 # ¢ II — EX. GROUND @ . FINISH GRADE 0IE (NE ISE�T3-65 co X X `" PVY ACCESS CENTERLINE %� PVT. ACCESS CENTERLINE I co co 01 c c Ih c m m co cCi 01 C7 o 30 LF 6" SD STUB �@ 1 00 / 12 CB #2-TYPE 1 , 8.43' LT 8 10. 9+80 10+00 10+20 10+40 10+60 ALL FUTURE BUILDING SHALL BE AT LEAST ONE FOOT ABOVE ELEVATION 15.5 (100 YEAR FLOOD ELEVATION) 10+80 11+00 11+20 11+40 11+60 60' BSBL 11+80 12+00 50' SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES: 0 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. 0 NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. ® CONSTRUCT 18' WIDE x 20' LONG PARKING PAD FOR LOT 1. ® REMOVE & RECONSTRUCT CONCRETE STEP AND LANDING. 0 INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION & PROFILE ON THIS SHEET. (7 INSTALL CB #1-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & DS-06 ON SHEET DTI. STA 10+13.50, 8.43' LT. © INSTALL CB #2-TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-01 & DS-06. STA 11+25, 8.43' LT. p INSTALL 109 LF 8" ADS N12 SD @ 0.50 % . 1® INSTALL 6 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 1Q INSTALL 30 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. © INSTALL 30 LF 6" ADS N12 SD STUB @ 2.00%. SEE GENERAL NOTE 3. 0/ INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. ORDINARY HIGH WATER MARK ELEV=5.5 RIVER APPROX. TOE OF SLOPE PROPERTY LINE PVT. ACCESS ROAD 20' TO 40' INGRESS, EGRESS & UTILITY EASEMENT 10' TO 20' 10' TO 20' MtrIkirk, erel^rr r.'=irN 7.V r,w Iw z Iz 0 -Iw <En 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE IREFERENCE SHFET NO. Pal SHEET 3 OF SHEETS Q co d O Q Q rn=¢ —I >' Y tV 0 co H Z co Z 0 W 'F-' ZZ NJ CC Z 0< >-J O cc fra 0 w l0 <� O o 8 otn E z EL J DESIGNED BY: J 2 2 CHECKED BY: CC 0 2 0 a REVISION DESCRIPTION uJ w m 0 z • \ / Jon 08. 2016 — 2:00pm —EX. 8" SEWER MAIN 11I $ A: Ii1 56TT-1 AVE S IIIP.U-`r.o..... .. ...... b Ii1 0. EX 6 SIDE SEWER STUB APPROX. 7' DEEP *i EX 6" SIDE SEWEN< (FIEL17VERIFY1 [STUB - J APPROX'\ 7' DEEP cc (FIELD VERIFY) EX. POWER POLE EX. 8" WATER MAIN EX. HOUSE TO REMAIN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. O 1: 20'=1NGRE'SS, EGRESS-- & UTILITY EASEMENT 1 ;". LOT1 (6,500 SQ. FT.) I 1 533°48'29'W SO.�gB' LOT 4 (7,705 SQ. FT.) 8 1>. D54 0' 5000'— LOT 2 (6,500 SQ. FT.) \200.0 \ �M 533"48'24" LOT 3 (8,683 SQ. FT.) R D=44 buy 5' PVT. SEWER EASEMENT TO BE DEMOLISHED .--. _TO BE DEMOLISHED 'rcvJ y EX. FIRE/ HYDRANT Know what's below. Call before you dig. CAST IRON RING AND COVER NOT TO OGLE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SS-03 REVISION n 08.03 B. SHELTON CONSTRUCTION NOTES: Q SAWCUT & PAVEMENT PATCHING PER CITY OF TUKWILA STANDARD SHEET RS-03. Q INSTALL 1" WATER METER (3). BY CITY OF TUKWILA PER CITY OF TUKWILA STANDARD SHEET WS-01. 0 INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 3. ® INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 4. O INSTALL 135 LF 6" PVC SIDE SEWER @ 1.00% MIN. © INSTALL 10 LF 6" PVC SIDE SEWER STUB @ 1.00% MIN. O INSTALL 18 LF 6" PVC SIDE SEWER @ 1.00% MIN. CONNECT TO EXISTING SIDE SEWER LINE. ® INSTALL 132 LF 6" PVC SIDE SEWER @ 1.00% MIN. Q INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. STA 11+00, 4' RT. RIM=18.61, IE=12.75 0 INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. RIM=17.50,1E=12.30 15 UTILITY TRENCH (POWER & COMMUNICATION LINES). POWER TO BE DESIGNED BY SCL. TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. ALL WORK TC CONFORM TO THE CURRENT WSDOT/AP'NA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY. OR AS DIRECTED BY CITY ENGINEER. Nor pa !SCALE City of Tukwila PAVEMENT RESTORATION RS-03 NERRNON 06.03 A ntwu. B. SHELTON 3/4" OR I' PARTS LIST: 1 -1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1 - I' OR 3.14- CORP STOP - BALL I - TAILPIECE WITH FEMALE IRON PIPE THREAD NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS VMIERE POSSIBLE. 2. USE CLEAN 5/8- MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. NOT TO SCALE City of Tukwila METER WON 1" SNEER. ws-01 "+ 00.03 .M.... B. SHELTON 1 REFERENCE SHEET NO. UT1 SHEET A OF 5 SHEETS GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN, PROFILE & SECTIONS. a 3D G] N N ' In O a_ a x J DESIGNED BY: 2 J 03 CC x x CHECKED BY: REVISION DESCRIPTION 03 0/ 0 • i 0 rking\R15690 — NGUYEN SHORT PLAT \CADD\Drawings\R15690—PS—OT1.dwg BE. SAP COA 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION IMEWRINEMEN• AI TOP OF THE RASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) 6 ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3 REAAR WELDED WIRE FABRIC HAVING A MtNMUM AREA OF 012 SQUARE INCHES PER FOOT MAY BE USED. VNELAED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE LORE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM CT THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHEDYVTH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS, 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 12" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN CR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-00. 11. REFER TO CS-06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 DS-01 RWASION Et 08.03 AFFAwu. B. SHELTON ) CAM T.TwC Nr`� TO SE RECESSED DK y, A I 9HSLOT TOP VIEW I HW TRW C. SECTION A -A r „„J L _ SLOT DETAIL LOCKING UD SD CP SECTION 841 EOM 1. NG IS NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A Y1116' TOLERANCE. 3. EDGES SHALL HAVE Ur RADIUS AND 118' CHAMFER OR COMPLETE DE -BURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE LETTERING TO BE RECESSED 1N6.. 5. EMBOSS ORATE WITH MATERNIL TYPE. DI (FOR DUCTILE IRON) CR CS (FOR CAST S IEEL), NEAR TTE NAME OF THE MANUFACTURER 8 THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID UDB. 7. PLACE CATCH BASIN M ARKING."OUTFALL TO STREAM. DUMP NO POLLUTANTS", ON THE SURFACE OF EACH GRATE. PREFERABLY LOCATED w INF. 60RDFRAREA. 8. LOCKING LID REQUIRED. VANE DETAIL SECTION GC NwmCO ERES NTHE %.wEawuFROVE ISOUK NO DIMPNIG1 ni s• FE MANS 108TREAM SE J CATCH BASIN MARKING SOF TO11CAIE City of Tukwila CATCH BASIN & INLET VANED GRATE WEE, 68.W IAn nemcw 04.88 An101A1 BOB GIBERSON, CRY ENGINEER '5 117 NWT MORTAR FILET 4 0440 m� P.m/ J4 �-RISER OR AD USTNENT SECN01. PINCHO PROW SLAG COVER -EFs woLAmel RCPP80AST BASE TOTH WEER. RIDER) SAS SO µFT IX GAO. DIRECTION SCR AEI . STEEL OA. SO NWT IN EACH DIRECTS. FOR SW 024 SO *AFT W EA. DIRECTION FONE PRECAST MADE WON MEORAL RIDER 11•••-.-RRANELR,r0fILFPFrKED0ND. .In• eNN.COMPACTED cam.FOR PREam IOKTWARAiATE 1 SASESONLY. PRECAST EASE ANNE SEPARATE CAST M PLACE CRREPWU1E PRECAST T E ORONO ATM (FOR sPARA,E TIDE EON_ O.g SO RAFT INFTINO. FA-fqN FFOORR ET I.ES DO MET M EACH 011 TNIN FOR Er NOTES: 1. HANDHOLDS iN RISER OR ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "8" IS 4* OR LESS. REFER TO DS-10C AND DS•11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2' MN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48' CATCH BASIN, 42' FOR 54' CATCH BASN. AND 48" FOR 60' CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8'. 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE. 1' MN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY 8E ROUNDED. 5. FRAME AND GRATE MAY 8E INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO OS-06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO ECALE City of Tukwila CATCH BASIN MEET: TYPE2 (48154"1601 OSd2 08.03 ( LAST B4.9e ANIMAL, BOB G18ERSON, CITY ENGINEER ELEVATION (FROM STREET) TYPICAL NOTES: SIDE VIEW CLEARAROF 1. MAILBOX MUST BE TYPE 'APPROVED BY THE POSTMASTER GENERAL' WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2 LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. 4. CONSULT POSTMASTER FOR MINIMUM)MAXIMUM HEIGHT OF BOX AND OFFSET TO CURB. r TO SCALE City of Tukwila MAILBOX INSTALLATION ......... 6 R348 EEwONP: 08.03 I LAST NEMO . 04.08 AFFROrw, BOB GIBERSON, CITY ENGINEER NATIVE FILL z 2 z f WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" TRENCH X-SECTION NTS FUTURE HOUSE PLAN VIEW OF ROOF NTS CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID PERFORATED TIGHTLINE STUB OUT O SCALE: NONE IREFERENCE SHEET NO. DT1 SHEET 5 OF 5 SHEETS SITE DETAILS ae a 1u c £COm an n N 3 N 04,2 wig 1.11 0 T-4 o S) ct o o_ J DESIGNED BY: z a a x x a D_ = J x 'm 0 CHECKED BY: a x a x PROJ. MNGR REVISION DESCRIPTION 2- Lu z N w 0 w ccs Mrs U— TREE PROTECTION ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: 1 FOOT PER INCH OF TRUNK DIAMETER. TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO _a REMOVE!, 6 00 f I I of pO0000OOD� --�- 0REPLAGEMENr 1T-6 REQUIRED H P / 8 PROVIDED q p°C 4�O°°°� aO / �Ao}- 1 FUEL I I' OO`r� 1 �i7 ,WOOD 0000*-*00 0040 # c A ALA * *11E**0*00000 *00*14")% ' T4 °11.* *. ORDINARY HIGH WATER MARK ELEV=5.5' On� WATER EDGE 11/20/15) WA( Ai�FA RESTORATION PLANTING PLAN: SCALE: 1" = 10'-0" GRAPHIC SCALE o s Io ao I Inch = 10 loot ,p Good ste , 0 surfoce ... Seesr welly seturcted SC'IB . ernle,aer•.tiy sci_reted soils .IEs'E Ct TTINGS P LAN`ED >,C C E o. Eo E 5 O OD NOte: en'cct 1T0 ST5EAM6ANK /-@Jck?ill; compec1 on0 ireigele Soren rrois over moon,^, ARE.... ROOT InLANT< rooto 24 0ON.-o ooiore pion, rg vef':er01,, 4 E.� I Sock cutUrys tr weber for 24n•<_. tO 'U L ae.0 a p:ur1l'0g. 2. See text .Intl re'erenee„ 'Or cde:Gona: infra-rct�c n. GALL AND BURLAP PLANTS PLANT SCHEDULE CHIP DEPTH 15.44.080 (G) I. INVASIVE VEGETATION MUST BE REMOVED AND NATIVE VEGETATION PLANTED AND MAINTAINED IN THE RIVER BUFFER. REMOVE GRASS AND BLACKBERRY BY HAND OR WITH HAND-HELD POWER TOOLS. PRESERVING VEGETATION M:OTATION AM TREE FENCING MALL BE A MNIMUMM A• NM ORANCL POIENELEIt VLAI N.AR SAFETY NCTTRO CANOPY ORP UiE 3-N01 WOO OMB MAY BE FOR ROOT PROTECTION MOMN KNEED AREA 2 OUTSIDE OF PROLEGME -MOW MOO AREA MNOIF PROTECT ROOTS S CR LARGER N DIAMETER BY U9O NAM E%GVAI N TEOxCES MIMN DaSTRUCTIN IOf PROTECT LEOTATON OUTSIDE GENSBMTON ZONE BY SEGREGATING IT NPR MSNun NCING PROTECTED ROOT ZONE WW1 M CANOPY DRIP LINE-ACMAL FLEUR ROOTS MTMO NELL BEM. Dim LNE SYMBOL: 4 FILTER FENCE It POSTS r I I ttTER FABRIC NOLAN BAOORL MTN NAME SOIL MATERIAL OR CRAWL BACO%L N 11.1101 MO M BOTH SIDES M FENCE ABRO ON RE SWF. mu GAMIC MAMMAL E0. NOE BOLLS USE STARES OR ME MILLS 10 ATTACH From 10 ME MR. 7007 OR PRE -APPRMEO EOUAL E' % 1. % IMO ME FABROOR OM. (OUIMNK-PER SITE OMOITIDN) Al, 0.0 FA. A% If TRENCH 0011 ANGLE 2LT FENCE BACA UP THE SLOPE AT THE ENO OF RIM. SYMBOL. 0 i Oo000000M0 SHRUBS BOTANICAL NAME / COMMON NAME Betula papyrlfera / Paper Birch Thjo plicate / Western Red Cedar BOTANICAL NAME / COMMON NAME 0 Gorrws stolonifera / Dogwood ,A✓O 6oultherio shollon / Sala' j - j Mohonlo oclulfolREn / Oregon Grape 0 5olix sltchensis / Sitka Willow GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE 2"Gal Ht Live Stakes or Boreroot, 1/2" diam. min. I gal I gal Ribes sangnneum / Red Flowering Currant 1 gol Live Stakes or Ba-eroot. 1/2" 01em. min. Arctostophylos uva-ursl / Ki nikirnIck 4"pot Carex stipata / 5awbeak Sedge plugs Fragarla chlloensls / Beach Strawberry 4"pot .Locus tonuls / Slender Rush plugs Scirpus mllrocorpue / Small -fruited bullrush plugs OTT 4 4 146 528 30 14 104 SPACING 1 18" o.c. 55T 12" o.c. 112 18" o.c. 144 12" o.c. 114 12" o.c. 114 Sst`-SEiT.k1.NI .R' I ITTV � Ivc vw En LOT 1 il. ' (6,500 5Q. FT.) I 200' OHWM11 I TREE TO REMAIN LOT 2 ,(6,500 SQ. FT.) TREE TO BE, REMOVED TREE PROTECTION - ZONE: A MINIMUM 4 FEET.. HIGH CONSTRUCTION; BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER INCH OF TRUNK DIAMETER TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED LOT 4 (7,705 SQ. FT.) ORDINARY WI MA1ER YAM EIFV-SS TREE TO BE REMOVED REQUIRES 6 REPLACEMENT TREES LOT 3 (8,683 SQ. FT) REPLACEMENT TREES -6 REQUIRED 4 8 PROVIDED MAZER EDGE 11/20/1 0 E 0 O � o TREE REPLACEMENT PLAN: SCALE: 1" = 10'-0" GRAPHIC SCALE x o 0 L0 1 Inch > 20 feet PROJECT 1 I,E BRA:o.3dr LANDSCAPE PLAN 'nARR.L: ro. I111 13312 56TH AVENUE SOUTH TUKWILA, WA DRAWN ,A•E OI..BJb REVISE[ DATE EAU 1 /8" = 1_0" L1 Layout Name: NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—CV.dwg K: \Working\R15690 c 0 0 0 0 2016 — 3:34pm Y GENERAL NOTES: N SHORT PLAT 13312 56T AVE S TUKWILA WA 98178 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 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. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE 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 TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. TAX PARCEL NUMBER 2172000215 UTILITIES WORK IN RIGHT-OF-WAY: 1. WHEN ACTIVITY IS UNATTENDED, INSTALLA 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 4. 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 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 CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN 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 CURRENT 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. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE 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 COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM ELEVATION DATUM FROM CITY OF TUKWILA PUBLIC WORKS STORM DRAIN MANHOLE #1 AS SHOW ON "FOSTER POINT - WATER, SEWER AND ROADWAY IMPROVEMENTS; 56TH AVENUE SOUTH, STA 19+20 - 24+60" FILE NO. 201142; DATED 02/05/05; SHEET C1.02; INVERT ELEVATION 10.63 FEET (AS SHOWN ON PLAN) + 5.6 FEET (FIELD MEASURED) = 16.23 FEET ELEVATION RIM "DATUM REFERENCES VERTICAL DATUM OF 1929 UGS" WATER: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 (206) 431-3670 SEWER: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 (206) 431-3670 POWER: SEATTLE CITY LIGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206) 386-4200 GAS: PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: CENTURYLINK 1-800-475-7526 CABLE: COMCAST 1-866-771-2281 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR 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 SEDIMENT CONTROL STANDARDS. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Know what's below. Cal I before you dig. CV EC1 PG1 UT1 DT1 CONTACTS COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION UTILITY PLAN DETAILS REFERENCE SHEET NO. CV SHEET 1 OF 5 SHEETS W 0 z 0 z W W W 0 0 OWNER: PHUONG NGUYEN 13312 56TH AVE SOUTH TUKWILA, WA 98178 (206) 787-0482 CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: SCHROETER LAND SURVEYING P.O. BOX 813 S EAH U RST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. LEGEND W SS SD PROPERTY LINE ADJACENT PROPERTY LINE ROW CENTERLINE ROW LINE BSBL PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE 0 0 0 o SILT FENCE INLET PROTECTION ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT o� E DESIGNED BY: Q d J Q a. CHECKED BY: 0_ PROJ. MNGR: REVISION DESCRIPTION Eo E O(» 0 m w 0 0 z 0 T 0 J Layout Name: K: \Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—EC1.dwg c 0 0 0 0 E in 10 0 N 03 0 0 0::r SD i,( EX. HOUSE TO REMAIN A NA;.. i 'WED f. 01 : r' S33°4824"W (— INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET 20' INGRESS, EGRESS & UTILITY EASEMENT 11, LOT1 (6,500 SQ. FT.) tit Pgan<,;;, ' ;s .m D. is xis(Inq Houso elevated deck I: x 8'24"W 5 x-70" 1 EX. TREE TO REMAIN i INSTALL TREE PROTECTION FENCE PER DETAIL THIS SHEET LOT4 (7,705 SQ. FT.) INSTALL SILT FENCE PER DETAIL THIS SHEET (TYP) 4 0 3o �� ORDINARY HIGH WATER MARK —' ELE = HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. �Yr 0I o::r .1' .0 ; R:M=18.00 'l o::r • 1 t: Dar INLET PROTECTION PER DETAI1.THIS SHEET (TYP) L> W Si_}... • . IM= 7.8 : IE=11.?0 5' PVT. SEWER EASEMENT LOT 2 (6,500 SQ. FT.) -200 r 1 -oLM I, >: \ S33°4824"W 50.00' ex. nar:?e —0 \\ LOT 3 (8,683 SQ. FT.) TO BE DEMOLISHE • WATER EDGE 11 / 20/15) r N6)/frsA 0 1 0 141 rl. a:r SD car' SD —.. TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) EX. TREE TO BE REMOVED SEE LANDSCAPE ARCHITECT DRAWINGS FOR TREE REPLACEMENT (TYP) TO BE DEMOLISHED `...- s[: CORNER FOUNDATION -• �7 Know what's below. Cali before you dig. CATCH BASIN GRATE m is 11 ICJ rI 1 11 OVERFLOW 11 II 1 I11 m II Q FILTER MEDIA FOR DEWATERING POROUS BOTTOM r- SOLID WaL Kt\t \\ \, 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 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE 55 30 PLACE 5 FEET TALL ORANGE FILTER FENCING AROUND THE DRIP LINE OR AN AREA AROUND THE TREE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER, WHICHEVER IS GREATER x SIGNIFICANT TREE TREE PROTECTION FENCING DETAIL SCALE: NONE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. I I 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. 11 4 u 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NC,' 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: 11 z N zi CV FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH UNDISTURBED GROUND TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED 4" TO 8" QUARRY SPALLS NOTES: VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY 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 ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 2 OF 5 SHEETS ce z F— LU 0 C:€-; 00 oo cn cn 4.1 cu UJ 0 Ct -J ftl 00 1-1 PO M MI 1-1 Cll rNi up ck cp ISSUE DATE cf o co Lu a. CHECKED BY: a. PROJ. MNGR: REVISION DESCRIPTION tAI 1.111 Layout Name: Layoutl K:\Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—PG1.dwg 0 _c o. 0 E a 0 0 N 0 0 UHH OH j OH? 1 Ff t1! 1.1 S Sr) !bJ SS l•: OH? 56TH AVE S 2 0 0 . 19.9.9.3' :S SS SPHA?. T WED i Know what's below. CaII before you dig. 4YM,MS33°4824"W rY LOT 1 `J (6,500 SQ. Ff.) IN RESS, EGRESS T.IjAl\ M ENT M '/ � yVF i , CO EX. HOUSE TO REMAIN Ecd W 0 deck LOT 4 (7,705 SQ. FT.) ORDINARY HiGI-s J \z WA TER MARK S56°11 cri 14) ti 0::? SS H tfi R.IM 8.20 \ iE (G `.NNE_} 4. >1 l CB RN:.`'00 1, 10' BSBL S33°48'24"W 50.00' ex. {;,,rage J ::.E V-`.?.... ®� WATER EDGE 1 /20/1 5) 1141 449 itmt, 4 ^'�,,;»vim\�``\'U'�� OH S;', ti5, '��• �' - t ,� VJ ! F C : M=1 r.eO E=11.7D • En 5' PVT. SEWER EASEMENT TO BE DEMOLISHED FENCE SE CORNER FOUNDATION TO BE DEMOLISHED HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 O N OH? SS 4'77 V VERTICAL GRAPHIC SCALE 1 inch = 20 ft. 1 inch = 10 ft. 36 32 28 24 20 16 12 8 4 0 -4 co co co N O to t, + coo ti 00 w w EL > >C) Q Ei..ti` FIN SH GRADE -0.50% O 1":OO-ro Ln co cO J•Z FILL SLOPE 10.00% w..w EX. GROUND -2 00% 2.92% '-www �XX`" PVT 09 LF 8" ADS N12 SD @0.50% EX. GROUND ACCESS CENTERLINE AMIM 30LF6"SDST CB #2-TYPE 1 B@1.00% FINISH GRADE STA 11-25.00, 8.43' RIM=18.23 IE (NW)=13.55 IE (NE, SE)=13.6 LT PVT. ACCESS CENTERLINE 0o c 0) co M 06 co M 00 co co M ti co co M fD co 00 M co d) N• M 00 co N 10 10 co O M ti 36 32 28 24 20 16 12 8 4 0 -4 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 ALL FUTURE BUILDING SHALL BE AT LEAST ONE FOOT ABOVE ELEVATION 15.5 (100 YEAR FLOOD ELEVATION) 60' BSBL 50' SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES: 0 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. 0 NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. 30 CONSTRUCT 18' WIDE x 20' LONG PARKING PAD FOR LOT 1. ® REMOVE & RECONSTRUCT CONCRETE STEP AND LANDING. O5 INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION & PROFILE ON THIS SHEET. 0 INSTALL CB #1-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & DS-06 ON SHEET DT1. STA 10+13.50, 8.43' LT. ® INSTALL CB #2-TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-01 & DS-06. STA 11+25, 8.43' LT. ® INSTALL 109 LF 8" ADS N12 SD @ D.50%. INSTALL 6 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 11 INSTALL 30 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 1® INSTALL 30 LF 6" ADS N12 SD STUB @ 2.00%. SEE GENERAL NOTE 3. 103 INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. ORDINARY HIGH WATER MARK ELEV=5.5 APPROX. TOE OF SLOPE wi z_ JI1- zl w w w RIVER PROPERTY LINE PVT. ACCESS ROAD 20' TO 40' INGRESS, EGRESS & UTILITY EASEMENT 1.0' 10' TO 20' FLOW LINE 10' TO 20' 2% .. ., ir. ��Ur:�(��.Yh ., �.. ,1�/:�..ji:,.•v S� ^v�.^w�n Tr. T NF ��'4>t��-'Yh�i �:'S, S.I'�, f�. !v � �i : a�l�n,�TrKT l:,Y%S�?': w z JLL 1— z w w Q w 2• 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 5 SHEETS 00 CO J 00 O co (0 0) DESIGNED BY: CHECKED BY: o_ PROJ. MNGR: REVISION DESCRIPTION >- m w 0 LIA c,1: O z 0 T 0 J Layout Name: NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—UT1.dwg K: \Working\R15690 C 0 s 0 0 E 0 0 N 0 0 N 0 c 0 Ci ASTf3At. c, k, 56T1-I AVE S [-EX. 8 SEWER MAIN EX. POWER POLE SS EX. 8" WATER MAIN EX. HOUSE TO REMAIN SE WE fZ C:0 IYs.a3 APPROX. 7' DEEP (MELD VERFY) t_ ASTWAL: r 533°48'24"W 50:00' `' 201NGRESS, EGRESS & UTILITY EASEMENT Irc ter ''xi3Lna j13 t 12 „ ti n(n:Jfi t ed deck S33°4824"W LOT 4 (7,705 SQ. FT.) (:RDrARY HIGH WATER MARK ELEV=5.5` HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CR :Carl= I t .0 ' \ OHP J.�l .)14'`:T ••••\ C/ l71c';nh✓le at,I- 8.20 \ (ci.iAFIN Fi )-;i..:i1 EX. 6" SIDE SEWER\ STUB ss ss; ti) LOT2 '(6,500 SQ. FT.) S33°4824"W 50.00' ex. Garage D=4 LOT 3 (8,683 SQ. FT.) WATER EDGE 11/20/15`. er,. E ed • EX. 6\SIDE SEWER STUB` _ APPROX, 7' DE F (FIELD VERIFY) i4+ 5' PVT. SEWER EASEMENT O • -TO BE DEMOLISHED SE CORNER FOUEENDATON TO BE DEMOLISHED SD ‘Ai 0 0 N 0 0 N SS LI EX. FIRE HYDRANT Know what's below. Call before you dig. t+E" RAZE -t f e' WIDE: BORDER : ARE -LED CO. PLAN VIEW A �Pkb,, . ELEVATION CAST IRON RING AND COVER • 12 LEA. reRe PACKING 45' REID EARTH INISHF RAL PLUG 4?14" NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET SS-03 REVISION 01: 08.03 APPRovAL: B. SHELTON CONSTRUCTION NOTES: ® SAWCUT & PAVEMENT PATCHING PER CITY OF TUKWILA STANDARD SHEET RS-03. 02 INSTALL 1" WATER METER (3). BY CITY OF TUKWILA PER CITY OF TUKWILA STANDARD SHEET WS-01. 0 INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 3. ® INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 4. ® INSTALL 135 LF 6" PVC SIDE SEWER @ 1.00% MIN. © INSTALL 10 LF 6" PVC SIDE SEWER STUB @ 1.00% MIN. ® INSTALL 18 LF 6" PVC SIDE SEWER @ 1.00% MIN. CONNECT TO EXISTING SIDE SEWER LINE. ® INSTALL 132 LF 6" PVC SIDE SEWER @ 1.00% MIN. ® INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. STA 11+00, 4' RT. RIM=18.61, IE =12.75 INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. RIM=17.50, IE=12.30 • UTILITY TRENCH (POWER & COMMUNICATION LINES). POWER TO BE DESIGNED BY SCL. ASPHALT CONCRETE OR aiTUS'IINOUS PLANT MIX RE.PLACEMENT PhTON CUT WITH PNEUMATIC PAVEMENT CUTTER E.CiRIR4 ASPHALT PAVEMENT 4.11111111. EXTRA ROW) SASE MEN:<SCOMPACTED CRUSI-M.D i 00t UNLESS n, FER }.SE ORDERED BY THE CITY DEPTH DETERMINED BY (TM' (..XQRETE'MO%01' EXISTlN0 DEPTH TYPICAL PATCH FOR RIGID PAVEMENT SAW CUT rXMTiN0 at. MAT i!',.!,/. .. /lam,if./*!*+* of++cwo*tnlnc, S MINUS COMPAC1PC CRUSHED ROCK K UNLESS OT-� c�MAS'~ ORDERED F Y HE: CITY NOTES: ASPHALT CONCRETE OR SITNMINCUii PLANT MIX REPLACEMENT PATCH' t&Ws OF EXISTING DEPTH SAW CUT EXMTIAM CONCRETE E E"i E PAi EME 01Ir M NURCOMP > TED CM:WED 0 OO.C. ,NLESS: OTHESE ORDERED EY THE CITY BAIA/ CUT EXISTING ASPHALT PAVEMENT 4,444!++' I+/ +I i/ ++ii!!l+iii+++4 ill+++:4,41++44.4+++!l+l+� vv�v TYPICAL PATCH FOR FLEXIBLE PAVEMENT CRUSHED RON 1J LE M OTHERWME ORD RE00 EY 'CHEWY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3, CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. City of Tukwila NOT TO SCALE PAVEMENT RESTORATION SHEET; RS-03 REVISION #1: 08.03 APPROVAL: B. SHELTON FINISHED GROUND LING 24' GRAVEL TO. MAIN TYPE K COPPER 3/4" OR 1" PARTS LIST: 1-1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1.1" OR 3/4" CORP STOP - BALL 1 -TAILPIECE WITH FEMALE IRON PIPE THREAD METER INSTALLED EY CITY \/‹.\,<V TO SERVICE TYPE K COPPER PIPE - PVC - POLY ETHYLENE NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2; USE CLEAN S/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3, REFER TO CHAPTER 7 OF THESE STANDARDS. NOT TO SCALE City of Tukwila METER 3C4" OR 1" SHEET: WS-01 REVISION WI: 08.03 APPROVAL: B. SHELTON GENERAL NOTES: REFERENCE SHEET NO. UT1 SHEET 4 OF 5 SHEETS 00 00 O7 41.11 u c Z °' v c W to to -d a) CL (�1 0 . CU 1 J ISSUE DATE O O O) z o CO w Cl) w 0 CHECKED BY: a. PROJ. MNGR: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN, PROFILE & SECTIONS. REVISION DESCRIPTION m 4 7.1 w Cl Ec U° 0 0 0 0 J Layout Name: NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—DT1.dwg K: \Working\R15690 c 0 _c 0 c 0 2016 — 3: 41 p m 0 C 0 -D 1-x3:zhRHOOP B" RISER SECTION k3 EAR HOOPS 12" RISER SECTION #3 BAR EACH y SIEB RAR EACHWFY PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE SASE) City of Tukwila NOTES: 1, MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0" 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D, MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06, 11. REFER TO DS-06 FOR. CATCH BASIN MARKINGS. NOT TO SCALE CATCH BASIN TYPE 1 SHEET; REVISION #1: 08.03 APPROVAL: B. SHELTON DS-01 ,✓ LEVELING PADS 0 MIS 1-1/2* x 2.44. X WS" LETTERING TO BE RECESSED 1116' TOP VIEW t-Si8" SECTION A -A 20' SEE SLOT DETAIL 3/4• SLOT DETAIL LOCKING LID SECTION I3•B NOTES: 1. WELDING IS NOT PERMI I i IrD. 2. DIMENSIONS SHALL HAVE A ±1/16" TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LE I I ERING TO SE RECESSED 1/16". 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7, PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. City of Tukwila SHEET: VANE DETAIL SECTION C•C 2UMAR INDUSTRIES HOT TAPE II895450 OR APPROVE° E4UAL NO DUMPING! DRAINS TO STREAMiI 5' 26" .,I1 CATCH BASIN MARKING CATCH BASIN & INLET VANED GRATE DS-06 NOT TO SCALE REVISION I t: 08.03 LAST REVISION: 04.06 APPROVAL: BOB GIBERSON, CITY ENGINEER 'B" (12` MAX.) MORTAR FILLET 48" OIA-B' 64" DIA 8 (VARIES) 60"DI.A;8" "FOR SEPARATE CAST IN PLACE "O" RING 28• mwc. 4" MIN. TO 18"MAX. 20" X 24" OR 24" DIAMETER PRECAST BASE JOINT DETAIL 48", 54" OR 00" PRECAST FRAME AND GRATE OR RING AND COVER RISER OR ADJUSTMENT SECTION HANDHOLDS FRONT SLAB COVER STEPS AND LADDER REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 SO IN/FT IN EACH DIRECTION FOR 48" 0.19 80 INII"'I' IN EACH DIRECTION FOR 54" 0.25 SO Wirt IN EACH DIRECTION FOR 60" PRECAST BASE WITH INTEGRAL RISER. GRAVEL BAC FILL FOR PIPE BEDDING, 1' 5' MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY} 0.23 SO INIFT IN EACH DIRECTION FOR 48° 0.19 SO IN/FT IN EACH DIRECTION FOR 54' 0.26 SO IN/FT IN EACH DIRECTION FOR 60" NOTES: 1. HANDHOLDS IN RISER. OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. REFER TO 0S-1OC AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS-06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN SHEET: TYPE 2 (48"154"180" 0S»t}2 REVISION #1: 08.0 I LAST REVISION: 04,08 APPROVAL: BOB GIBERSON, CITY ENGINEER d/ 4 BOXES MINIMUM -10 MAXIMUM VA W TIONS SUBJECT TO APPROVAL FACE OF CURB 44" 18"TYPICAL TO BACK OF CURB POST 2-3+$" OD GALVANIZED STEEL NON'9HRINK GROUT (MOUND T0 DRAIN) CURS r-. DIAMETER GALVAN ZED STEEL SLEEVE • 2' ELEVATION (FROM STREET), SIDE VIEW TYPICAL NOTES! 6' MIN CLEARANCE BACK OF SIDEWALK 1. MAILBOX MUST BE TYPE "APPROVED BY THE POSTMASTER GENERAL" WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2. LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. 4. CONSULT POSTMASTER FOR MINIMUM/MAXIMUM HEIGHT OF BOX AND OFFSET TO CURB. City of Tukwila NOT TO SCALE MAILBOX INSTALLATION SHEET: RS-06 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER Z 2 ao NATIVE FILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" 24" TRENCH X-SECTION NTS FUTURE HOUSE 0 PLAN VIEW OF ROOF NTS PERFORATED TIGHTLINE STUB OUT SCALE: NONE S CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH \_ WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID REFERENCE SHEET NO. DT1 SHEET 5 OF 5 SHEETS 00 Land Development i in kip 1 T-i LLJ OD a. J DESIGNED BY: a_ J m a. Z CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION 6' W 0 0102 cE E o EO3 O Z TI I III TREE PROTECTION ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER I NCH OF TRUNK DIAMETER. TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED • M i L ORDINARY HIGH WATER MARK ELEV=5.5' O WATER EDGE 11/20/15 8/y D RESTORATION PLANTING PLAN: SCALE: 1" = 1 0'-0" :LIVE r :�f:r.:.:.1 . o surface: & RAPH I G SCALE -10 0 5 10 20 (IN MET) I Inch = 10 feet Gc"pd . stem J soil : r.O taact. 1J/ fr. rr4' SPoso:r.€ 1l:ly Satura ed sol:15 ::�. ::..: ..,,......:, ..... .w:. Water .a'bte -Permanently:s� * 'u .�tLi�,.�t� ri ails: , GS PLANTED., ;NCO. Sl•REAI BA. PLANTS. f #i to 8. yak root :hro.urs. hief,,.rr . „.... Bo ct.0111k :..Qmpoct and • ir"`"tq.aTte 1.ant.1r?. y• oe'o e .{'•% f3• t'1?i�.... AIR :. e:.°text. <Dr1.d: ref.er'ences:. for.. odd itq.n. i inf. rrnat or•i., L� ,/: 0 E IRLAP. 00 0 0 0 0 0 0 0 oo_ r. i 000,00(40 000000 : *.• * of leo oow01 ' fir' ❑ J PLANT SCHEDULE REPLACEMENT TREES -6 REQUIRED $ 8 PROV I DED HOGFUEL OR WOOD CHIP 2"-41i DEPTH 15.44.080 (C) I. I NVASI VE VEGETATION MUST BE REMOVED AND NATIVE VEGETATION PLANTED AND MAINTAINED IN THE RIVER BUFFER. REMOVE GRASS AND BLACKBERRY BY HAND OR WITH HAND-HELD POWER TOOLS. PRESERVING VEGETATION VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING CANOPY DRIP UNE NOTES: 1. 3—INCH WOOD CHIP MULCH MAY BE ADDED FOR ROOT PROTECTION WITHIN FENCED AREA. 2. OUTSIDE OF PROTECTIVE FENCING AREA, PROTECT ROOTS 2—INCHES OR LARGER IN DIAMETER BY USING HAND EXCAVATION TECHNIQUES. 3. MINIMIZE CONSTRUCTION ZONE: PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE BY SEGREGATING IT WITH HIGH VISIBILITY CONSTRUCTION FENCING. PROTECTED ROOT ZONE WITHIN THE CANOPY DRIP LINE —ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP UNE SYMBOL: FILTER FENCE 0 METAL FENCE POSTS al :41 II ILA u MAXIMUM FILTER FABRIC MATERIAL BACKF1LL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE —APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH ME: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. SYMBOL: x x TREES O 0 0 0 0 0 0 0 °0000000 SHRUBS 0 BOTANICAL NAME / COMMON NAME SIZE Betula papyrifera / Paper Birch Thu Jo plicata / Western Red Cedar BOTANICAL NAME / COMMON NAME Cornus stolonifera / Dogwood Gaultheria shallop / Sala' Mahonia acuifolium / Oregon Grape 2"Gal b'-8' Ht SIZE Live Stakes or Bareroot, I/2" diam. min. I gal I gal Ribes sanguineum / Red Flowering Currant I gal Salix sitchensis / Sitka Willow Live Stakes or Bareroot, 1/2" diam. min. GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE Arctostaphylos uva-ursi / Klnnikinnick Carex stipata / Sawbeak Sedge Fragarla Ghiloensis / Beach Strawberry Juncus tennis / Slender Rush 4"pot plugs 4"pot plugs Scirpus microcarpus / Small -fruited bullrush plugs QTY. 4 4 QTY 146 526 50 Iq 104 SPAC I NG CM' IS" o.c. 12" o.c. IS" O.G. 12" o.c. 12" O.G. 55'1 112 Iqq 114 56n,S§E4Mi9 TREE PROTECTION — ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION;:" BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER I NCH OF TRUNK DIAMETER. TREE TO REMAIN ••• LOT. (6,500 SQ. FT.) '200' OHM ,_ • °° ❑2 FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED LOT 4 (7,705 SQ. FT.) J x • 0000000. ORDINARY HIGH WATER MARK LOT 2 ,,(6,500 SQ. FT,) TREE TO BE 1 REMOVED TREE TO BE REMOVED REQUIRES 6 REPLACEMENT TREES LOT 3 (8,683 SQ. FT.) L J REPLACEMENT TREES -6 REQUIRED $ 5 PROVIDED ° °0000°0.ao S . °A,❑ e EIEVie5.5' 0/ WATER EDGE 11/20/15 41149 TREE REPLACEMENT PLAN: SCALE: 1" = 10'-0" GRAPH I G SCALE -20 O 10 O 40 ON PM, I inch = 20 feet CO N N N o v (A Nt:;;:4 aX . PROJECT TITLE 1%:,f,, Landscape /.PAA?1. State Washington registered of Architect 79 Peon certificate 14.4 Peterson no.1222 J_ ^ _ 0 N LU p w a I N T M Cf) T Emil a 4 ('1 C:1 Zco 4 NJ F4w Fm 7 ,'4 p Community Development DRAWN DATE pp 01.18.16 REVISED DATE CHECKED DATE 1/8" = 1'-0" L1 NGUYEN SHORT PLAT SITE APN: 2172000215 COMMENTS OUT PARENT PROJECT NO: PL16-0005 PROJECT NO: L16-0006 Allyson Brooks Ph.D„ Director State Historic Preservation Officer April 18, 2016 Ms. Valerie Lonneman City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA98188 In future correspondence please refer to: Project Tracking Code: 2016-03-02214 Property: City of Tukwila, SSDP for Nguyen Short Plat L 1 16-0006 Re: Archaeology - Survey Requested Dear Ms. Lonneman: Thank you for your correspondence and supporting documentation to the Department of Archaeology and Historic Preservation (DAHP) regarding the above referenced project. The project parcel is situated on a horshoe bend in the Duwamish River in proximity to a precontact trail and wetland resources. The parcel has a high probability for containing both historic and precontact archaeological resources. Please be aware that archaeological sites are protected from knowing disturbance on both public and private lands in Washington States. Both RCW 27.44 and RCW 27.53.060 require that a person obtain a permit from our Department before excavating, removing, or altering Native American human remains or archaeological resources in Washington. Failure to obtain a permit is punishable by civil fines and other penalties under RCW 27.53.095, and by criminal prosecution under RCW 27.53.090. Chapter 27.53.095 RCW allows the Department of Archaeology and Historic Preservation to issue civil penalties for the violation of this statute in an amount up to five thousand dollars, in addition to site restoration costs and investigative costs. Also, these remedies do not prevent concerned tribes from undertaking civil action in state or federal court, or law enforcement agencies from undertaking criminal investigation or prosecution. Chapter 27.44.050 RCW allows the affected Indian Tribe to undertake civil action apart from any criminal prosecution if burials are disturbed. Although subdivision does not cause ground disturbance, the construction of single family homes does not trigger SEPA and notification of the project to DAHP therefore we are commenting at this time. We request a professional archaeological survey of the project area be conducted prior to ground disturbing activities. The completed survey should be provided to DAHP and the interested Tribes for review prior to ground disturbance. We also recommend consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues. State of Washington • Department of Archaeology & Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (360) 586-3065 www.dahp..wa.gov Thank you for the opportunity to review this project. Should you have any questions, please feel free to contact me. Sincerely, Gretchen Kaehler Assistant State Archaeologist, Local Governments (360) 586-3088 gretchen.kaehler NaTip.wa.gov cc. Laura Murphy, Archaeologist, Muckleshoot Tribe Dennis Lewarch, THPO, Suquamish Tribe Steven Mullen Moses, Cultural Resources, Snoqualmie Tribe Richard Young, Cultural Resources Director, Tulalip Tribe Cecile Hansen, Chair, Duwamish Tribe 2 t� O y,)sirp City of Tukwila; re. file # L-16-0006, Applicant; Han Phan, PE 3 Regarding the Short Plat application I feel Mr. Phan has a good job of designing the placement of-# new houses and keeping the existing house as is. I feel the applicant or owner should not have to bear the cost of stabi9izing or re -configuring his river bank, nor should any homeowner .The supposed benefit would be for all citizens if any benefit arises from the river bank work at all. With floods every year any improvements will likely be washed away, as Boeing has found out ,even though 100's of man hours and unknown dollar amounts for new plants have been planted on the same river down river about a mile from applicant's site. Nature wins every time. Maintenance has not overcome Boeing 's problem either as each year the volunteers have to re -plant as original species take over again. The SMP should be amended by each City considering the river banks within the City's jurisdiction. This is an old age river which has defined it's banks over many years and any required improvements should be paid for by all citizens not just the homeowner. On Foster Point for example the banks that are weakened are because of the narrowing of the river banks under the bridge during construction of the bridge. The homeowners that have lost land because of that should not have to repair at their own cost ,including the applicant. Up river at about 180' street and West Valley HWY is another example of man trying to change the riverbank, a lot of the netting and dirt is now downriver somewhere else after the recent flood season. The river bank should be totally left alone except in emergent situations and each homeowner on the river has riparian rights they can follow need be. When the applicant changes his slope to 2.5/1 and neighbors on both sides don't a problem of erosion occurs to the neighboring properties. If the riverbanks are to be improved then any one stretch of river should be done at the same time, and on both sides of the stretch, not as the SMP suggests, not just one side at a time and by one property owner at a time. Bill Toon 13360 56" ave. so. Tukwila ,Wa. 98178 -J -22f-'v "SI f ii7 RECEIVED APR 1 2016 COMMUNITY DEVEt OI'MI NT Valerie Lonneman From: Karen Walter <KWalter@muckleshoot.nsn.us> Sent: Monday, April 18, 2016 11:49 AM To: Valerie Lonneman Subject: Nguyen short plat, L16-0006, Notice of Application Valerie, We have reviewed the proposed Nguyen short plat project located at 13312 56th Ave South in Tukwila. As you know this site is adjacent to the Duwamish River. From our review of the project information, including the proposed planting plan in the shoreline, we recommend that this plan be modified to include more native conifer trees to provide shade to the river as these species will grow taller than the proposed paper birch and have a longer lifespan (see http://nativeplantspnw.com/paper-birch-betula-papyrifera/. Also, depending on the soil type and moisture conditions, the western red cedar shown set back from the river may need to be replaced with a more appropriate upland native conifer species like Douglas Fir to ensure survival. We appreciate the opportunity to review this proposal and look forward to the City's responses. Please let me know if you have any questions. Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 1 0 From: Valerie Lonneman<valerie.lonneman@tukwilawa.gov> To: Han Phan <pbg.engr@yahoo.com> Date: 2016-04-19 08:44 Subject: FW: Notice of Application L16-0006 Attachments: 2016-03-02214_City of Tukwila, SSDP for Nguyen Short Plat L1 16-0006.pdf Han, please provide a written response to the attached comment letter from the Dept. of Archaeology and Historic Preservation. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman(%TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Kaehler, Gretchen (DAHP) [mailto:Gretchen.Kaehler@DAHP.wa.gov] Sent: Monday, April 18, 2016 2:43 PM To: Valerie Lonneman<Valerie.Lonneman@TukwilaWA.gov> Cc: DTS@gwestoffice.net; 'Iaura.murphy@muckleshoot.nsn.us' (laura.murphy@muckleshoot.nsn.us) <laura.murphy@muckleshoot.nsn.us>; Richard Young <ryoung@tulaliptribes-nsn.gov>; steve@snoqualmietribe.us; dlewarch@Suquamish.nsn.us Subject: RE: Notice of Application L16-0006 Please see attached for this project. Please feel free to contact me if you have any questions. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Local Governments Department of Archaeology and Historic Preservation (DAHP) Office: 360-586-3088 Cell: 360-628-2755 Gretchen.Kaehler(a�dahp.wa.gov From: Valerie Lonneman [mailto:Valerie.Lonneman(a�TukwilaWA.govj Sent: Friday, March 18, 2016 11:50 AM To: Kaehler, Gretchen (DAHP); Fisher, Larry D (DFW); laura.murphyc muckleshoot.nsn.us; Karen.Walteramuckleshoot.nsn.us; mike.middleton@muckleshoot.nsn.us Cc: Minnie Dhaliwal Subject: Notice of Application L16-0006 Please see attached Notice of Application, plans, and Geotechnical Report for a Shoreline Substantial Development Permit for the proposed Nguyen Short Plat. Regards, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman@TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Valerie Lonneman <valerie.lonneman@tukwilawa.gov> To: Han Phan <pbg.engr@yahoo.com> Date: 2016-04-18 12:06 Subject: FW: Nguyen short plat, L16-0006, Notice of Application Han, please see the comment from the Muckleshoot Tribe below. Please reply with a formal response to these suggestions. I will have the City's Urban Environmentalist review as well. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman(a7TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Karen Walter [mailto:KWalter@muckleshoot.nsn.us] Sent: Monday, April 18, 2016 11:49 AM To: Valerie Lonneman<Valerie.Lonneman@TukwilaWA.gov> Subject: Nguyen short plat, L16-0006, Notice of Application Valerie, We have reviewed the proposed Nguyen short plat project located at 13312 56th Ave South in Tukwila. As you know this site is adjacent to the Duwamish River. From our review of the project information, including the proposed planting plan in the shoreline, we recommend that this plan be modified to include more native conifer trees to provide shade to the river as these species will grow taller than the proposed paper birch and have a longer lifespan (see http://nativeplantspnw.com/paper-birch-betula-papyrifera/. Also, depending on the soil type and moisture conditions, the western red cedar shown set back from the river may need to be replaced with a more appropriate upland native conifer species like Douglas Fir to ensure survival. We appreciate the opportunity to review this proposal and look forward to the City's responses. Please let me know if you have any questions. Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015 172nd Ave SE Auburn, WA 98092 253-876-3116 © CO) From: Valerie Lonneman <valerie.lonneman@tukwilawa.gov> To: Han Phan <pbg.engr@yahoo.com> Date: 2016-04-15 13:45 Subject: Nguyen SP comment Attachments: Comment#1_Bill Toon.pdf Hi Han, Please see attached comment from a neighbor near the Nguyen SP site. Due to the nature of the comment letter (mostly directed at city requirements per the Shoreline Master Program), I don't believe we need a comment from you (unless you would like to provide one). However, the applicant requested that we pass the comment along to you. This is the first comment the city has received and the comment period will end on April 18 at 5:00 pm. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman an,TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Carol Lumb <carol.lumb@tukwilawa.gov> To: Valerie Lonneman <valerie.lonneman@tukwilawa.gov> Date: 2016-04-19 08:54 Subject: RE: Nguyen SP comment OK , thanks. Carol From: Valerie Lonneman Sent: Tuesday, April 19, 2016 8:36 AM To: Carol Lumb Cc: Andrea Cummins Subject: RE: Nguyen SP comment Thanks Carol, you are correct that we aren't requiring a re -grading. They are going to remove invasives and plant natives to comply with no net Toss. I'll draft a response and send it to you for your review. Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman(aiTukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Carol Lumb Sent: Monday, April 18, 2016 5:08 PM To: Valerie Lonneman <Valerie.Lonneman@TukwilaWA.gov>; Andrea Cummins <Andrea.Cummins@TukwilaWA.gov> Subject: RE: Nguyen SP comment Hi Valerie, Happy to sit down with you to discuss if you want. Most of his comments relate to the SMP and not the short plat. Mr. Toon commented a number of times during the review and adoption of the new SMP. We aren't requiring the slope be reconfigured are we?? I'm assuming that the new houses just have to be set back to accommodate a 2.5:1 slope plus 20 feet and then probably clean up the blackberries and plant natives? Short plats of 4 or less are exempt from the shoreline landscaping and maintenance requirements. To comply with the no net Toss requirements, the applicant may be required to clean up blackberries and other invasives (depends on what their analysis shows and the mitigation they propose). Let me know when you want to meet. Carol From: Valerie Lonneman Sent: Friday, April 15, 2016 1:48 PM To: Carol Lumb; Andrea Cummins Subject: FW: Nguyen SP comment Carol and Andrea, would you please take a look at the attached comment letter and let me know when you have time to discuss? I will need your assistance to draft a response to this for the Nguyen Short Plat, located at 13312 56th Ave S. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman(a�TukwilaWA.gov Tukwila: The City of opportunity, the community of choice. From: Valerie Lonneman Sent: Friday, April 15, 2016 1:46 PM To: 'Han Phan' <pbq.engr@yahoo.com> Subject: Nguyen SP comment Hi Han, Please see attached comment from a neighbor near the Nguyen SP site. Due to the nature of the comment letter (mostly directed at city requirements per the Shoreline Master Program), I don't believe we need a comment from you (unless you would like to provide one). However, the applicant requested that we pass the comment along to you. This is the first comment the city has received and the comment period will end on April 18 at 5:00 pm. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 16300 Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman anTukwilaWA.gov 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 22, 2016 Han Phan PBG, LLC 5130 S. 166th Ln. SeaTac, WA 98188 PBG.ENGR@yahoo.com Subject: Dear Mr. Phan: Nguyen Short Plat, 13312 56th Ave S (parcel # 2172.000215) L16-0005 (Short Plat) L16-0006 (Shoreline Substantial Development Permit) The city has completed a review of plans submitted for the Nguyen Short Plat and Shoreline Substantial Development Permits. Detailed comments are below, organized first by questions specific to project reports and documents that apply to both applications, followed by comments from all departments organized by each application. Please contact me at (206) 433-7140 or Valerie.Lonneman@Tukwilawa.gov with any questions about the comments. Geotechnical Report (dated January 27, 2016) 1) Revise to incorporate LID feasibility (see Planning Division comment in Shoreline section). Drainage Report 1) Revise to incorporate LID feasibility (see Planning Division comment in Shoreline section). Short Plat Permit (L16-0005): Public Works 1) Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on three new single family residences is $300.00 (see enclosed application). 2) Short Plat Survey Map a. Revise Short Plat Survey Map sheets 1 thru 3 of 3. Should be Portion of S1/2, Sec. 14, R. 23 N., R. 4 E., W.M. b. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. Sample (for information only): THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Nguyen Short Plat March 22, 2016 Page 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 3) Short Plat Site Development Plan a. 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. b. Provide street illumination near the Private Access Road & 56th Ave. South intersection. Show and label on a Civil plan sheet. c. Pavement mitigation fee applies for open cuts within 56th Ave. South. Shoreline Substantial Development Permit (L16-0006): Planning Division 1) Maintenance and monitoring will be required for 5 years by qualified biologist/landscapers. Annual maintenance and monitoring report is required by December 31 each year. Provide a gate in the split -rail fence for maintenance access. 2) Prepare a 5-year maintenance and monitoring plan with performance standards for City approval per TMC 18.44.070 H(3,f). 3) Parking associated with single-family residential developments are subject to TMC 18.44.070(1), which requires that parking facilities and paved areas incorporate low impact development (LID) techniques wherever feasible. Please incorporate LID into the site design or demonstrate infeasibility. 4) Per TMC 18.44.070(D.7) the use of LID techniques is required within the Shoreline Jurisdiction (200' of the OHWM) unless such techniques are shown to be infeasible due to site conditions. Proposed LID features should be incorporated throughout the site, not just in relation to parking facilities/paved areas. 5) A qualified biologist must re -survey the OHWM to ensure the OHWM determination is correct. 6) Gap between OHWM and proposed plantings —ensure that revision includes planting changes with mitigation plantings from the OHWM landward (no gap). 7) Ensure that vegetation removal and any associated work occurs landward of OHWM; state limits of work on plans. 8) A split rail fence with appropriate signage" is required per TMC (18.44.090.E 6). The sign shall state: "Protection of this natural area is in your care. Do not alter or disturb. Please call the City of Tukwila (206-431-3670) for more information." Include attached sign detail on plans. 9) Soil amendment? 10) Replace planting details on sheet L1 with four provided details (see attached details). 11) Fix the scales on sheet L1 (inconsistent). 12) The City's Urban Environmentalist is concerned about the success of the salal at lower elevations; consider use of alternative plants. 13) Explain Plastic Covering detail on sheet 2/5; is this for erosion control? Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov © Q Nguyen Short Plat March 22, 2016 Page 3 14) Jute is necessary in shoreline planting area to hold mulch in place. 15) Include cross-section of river bank to clearly show existing conditions. 16) Include section of the slope showing the OHWM and location of proposed mitigation plantings on the plans, for clarity in the field. 17) Due to the steep topography of the buffer area, consider willow stakes near the OHWM instead of emergent plants. 18) If any fencing is proposed around lots ensure compliance with the following regulations: a. TIMC 18.44.040 n. Fences, provided the maximum height of a fence along the shoreline is four feet and the fence does not extend waterward beyond the top of the bank. Chain -link fences must be vinyl coated. b. TIMC 18.44.070(B) g. Fences, freestanding walls or other structures normally accessory to residences must not block views of the river from adjacent resdences or extend waterward beyond the top of the bank. Chain link fencing must be vinyl coated. Public Works 1) The proposed Nguyen Short Plat project is located adjacent to the Green River riverbank. The Application has shown through the civil plans and the Technical Informal:ion Report that the required riverbank setback has been met. The Applicant has provided a Geotechnical Engineering Study which identifies the adjacent river bank as stable and provides for construction recommendations and requirements. Note that Public Works requires a 2.5:1 slope setback from the ordinary high water mark for bank stabilization. Any new building should be a minimum of twenty (20) feet from the top of the 2.5:1 slope setback. Informational Notes: Fire Department 1) The water meter and associated water supply piping shall be sized to support the required residential fire sprinkler systems for each new lot. 2) Fire ladder access: The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 3) The following addresses have been assigned for the future sub -divided parcels: a. Lot 1-13312 — 56th Ave S. b. Lot 2 —13308 — 56th Ave S. c. Lot 3 —13310 — 56th Ave S. d. Lot 4 —13314 — 56th Ave S. Have these addresses placed on the recorded short plat prior to the recording. 4) Provide a copy of the recorded document with King County Assessor parcel numbers to the Fire Marshal's Office once it is completed. Building Department Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukkwilaWA.gov ear Nguyen Short Plat March 22, 2016 Page 4 5) A current geotechnical report for each house shall be required with the building permit. This may be accomplished by combining the four sites in one report with a copy submitted for each separate permit. The geotechnical report shall specify recommended footings and footing drainage systems. Public Works 1) New catch basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way are to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office, as part of the future Public Works permit. 2) Prior to Public Works Final of the future Public Works permit, Owner shall sign w/Notary a Conveyance of Public Improvements, for a Storm Drainage Catch Basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way. Document to be recorded at King County and entire recording cost paid by the Owner/Applicant. 3) Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (existing house on Lot 1 & new house on Lot 4) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 4) Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (new house on Lot 2 & new house on Lot 3) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 5) A Transportation Impact Fee applies to future Building permits (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on one single family residence in Zone 3 is $1,013.88; due at issuance of each future Building Permit. 6) Allentown Phase 2 (Ordinance no. 2177) Water and Sanitary Sewer assessment fees apply to future Building permits. Water assessment fee per new house is $10,886.17 and Sanitary Sewer assessment fee per new house is $19,800.00. Cascade Water Alliance and new water meter fees also apply to the future Building permits per Public Works Bulletin A2. 7) Future new houses shall be at least one (1) foot above the base 100 year flood elevation. 8) City of Tukwila will by Ordinance adopt Low Impact Development (LID) -Washington State Department of Ecology on January 1, 2017. Developers are encourage to install/construct Low Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Nguyen Short Plat March 22, 2016 Page 5 Impact Development (LID) prior to January 1, 2017; including rain gardens, bioretention facilities, pervious pavement, etc. 9) Work within the 56th Ave. South Public right-of-way requires a Street Use permit as part of the future Public Works permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way are required. 10) All utilities are required to be underground, per City ordinance. Next Steps In your resubmittal, provide a written response to the comments above. I am happy to provide an editable copy of this document for your modification, for your response to City of Tukwila comments. A Notice of Application has been posted on the site and mailed to property owners and residents within 500 feet. The public comment period will end at 5:00pm on April 18. The permit will not be able to be issued until the comment period has ended and all comments have been adequately addressed; I will forward you any comments we receive and ask for a response for the file. Sincerely, Valerie Lonneman Assistant Planner Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov C,it.* of Jalo& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application 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 Other: Was mailed to each of the addresses listed/attached on this _18th day of _March 2016 Project Name: Nguyen Short Plat Project Number: PL16-0005 Associated File Number (s): L16-0006 Mailing requested by: Valerie Lonneman fOaer Mil Mailer's signature: t/ex;" W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION:DOC 4 City of Tukwila Notice of Application — Shoreline Substantial Development Permit Nguyen Short Plat File: L 16-0006 Applicant: Han Phan, PE Project Description: Proposal for a new four -lot Short Plat located at 13312 56th Ave S. The Duwamish River bor- ders the southeastern property line of the site. After the short plat is approved four new homes will be built. The planned development meets the shoreline setback and will include replanting 60 ft. inland from the Ordinary High Water Mark with approved native vegetation. Appropriate erosion and sediment control measures will be implemented to protect the Duwamish River from sediment loading. Project Planner: Valerie Lonneman (206) 433-7140 Comments and Appeals: Your written comments on the application are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov Comments must be received on or before April 18, 2016 by 5:00 pm. To request a copy of any decision and your appeal rights, please call (206) 433-7140. City of Tukwila Notice of Application — Shoreline Substantial Development Permit Nguyen Short Plat Project site File: L 16-0006 Applicant: Han Phan, PE Project Description: Proposal for a new four -lot Short Plat located at 13312 56th Ave S. The Duwamish River bor- ders the southeastern property line of the site. After the short plat is approved four new homes will be built. The planned development meets the shoreline setback and will include replanting 60 ft. inland from the Ordinary High Water Mark with approved native vegetation. Appropriate erosion and sediment control measures will be implemented to protect the Duwamish River from sediment loading. Project Planner: Valerie Lonneman (206) 433-7140 Comments and Appeals: Your written comments on the application are requested and can be sent to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 or via email to Valerie.Lonneman@TukwilaWA.gov Comments must be received on or before April 18, 2016 by 5:00 pm. To request a copy of any decision and your appeal rights, please call (206) 433-7140. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director You are receiving this notice because you are a property owner or tenant within 500 feet of this project City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director You are receiving this notice because you are a property owner or tenant within 500 feet of this project name Roy & Harriet Livng Tr TUKWILA COMMUNITY TUKWILA COMMUNITY TUKWILA COMMUNITY TUKWILA COMMUNITY John & Kimberly Diane E Joseph Burke & Mary Tina H & Anderson Jacob Bradley G Brian T & Wai Y Ho Maxine & Pham Victoria N Eric T Jordan L & Delrosario TUKWILA COMMUNITY Dung Q & Thuy T Pham Hung Van & Dung Tran Christopher J & Jasmin Ha K & Pham Viet Quoc Jill M Thang Quang & Phuong N N Rickey Finn TUKWILA COMMUNITY Sandra L Keith TUKWILA COMMUNITY Raleigh J TUKWILA COMMUNITY Mary Ellen TUKWILA COMMUNITY Dwight Audrey J Keith G last name Tongue MEMBER MEMBER MEMBER MEMBER Allen Buck Anderson Lieu Ramels Le Wong Bendfelt Chanes MEMBER Nguyen Nguyen Hodges Pham Zeller Tra n Bolgen MEMBER Finn Flick MEMBER Thornton MEMBER Whitehead MEMBER Boechler Davis Collingwood address 100 ANDOVER PARK W STE 13039 57TH AVE S 13042 56TH AVE S 13044 57TH AVE S 13045 57TH AVE S 13048 56TH AVE S 13048 57TH AVE S 13049 56TH AVE S 13052 56TH AVE S 13055 56TH AVE S 13056 56TH AVE S 13057 56TH AVE S 13301 56TH AVE S 13301 57TH AVE S 13302 56TH AVE S 13303 57TH AVE S 13304 56TH AVE S 13305 56TH AVE S 13306 56TH AVE S 13309 56TH AVE S 13312 56TH AVE S 13315 56TH AVE S 13319 56TH AVE S 13324 56TH AVE S 13325 56TH AVE S 13327 56TH AVE S 13328 56TH AVE S 13331 56TH AVE S 13335 56TH AVE S 13336 56TH AVE S 13340 56TH AVE S 13341 56TH AVE S 13343 56TH AVE S city st zip 150 PMB 115 TUKWILA WA 98188 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98168 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 SEATTLE WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 TUKWILA WA 98178 SEATTLE WA 98168 TUKWILA WA 98178 TUKWILA WA 98178 SEATTLE WA 98178 TUKWILA WA 98178 ti TUKWILA COMMUNITY TUKWILA COMMUNITY Hoang C & Luong Lanna S Charlie P Jr & Helen C Arie Mark Jose & Jenifer Ashle TUKWILA COMMUNITY TUKWILA COMMUNITY Gerald A Jr & Jane TUKWILA COMMUNITY TUKWILA COMMUNITY Bryce K & Christine M Rose Hatsumi Mike Dennis Daniel Phong William B & Wendy L Joanne E TUKWILA COMMUNITY TUKWILA COMMUNITY Lisa L Brandon & Tuyet Anh Mark A Gerald Gene li Eddie L & Barbara A Gerhard MEMBER MEMBER Le Penor Roeland Castillo MEMBER MEMBER Wheaton MEMBER MEMBER Tingley Reid Seifert Knudson Egbert Le Toon Mcmanus MEMBER MEMBER Sallia Bui Spadoni Knudson Rosso Akers Pierson 13344 56TH AVE S 13347 56TH AVE S 13350 56TH AVE S 13351 56TH AVE S 13354 56TH AVE S 13355 56TH AVE S 13359 56TH AVE S 13360 56TH AVE S 13361 56TH AVE S 13500 INTERURBAN AVE S 13900 INTERURBAN AVE S 1402 LAKE TAPPS PKWY E # 104-509 16044 NE 26TH ST 1655 SW MILLER CREEK RD 18038 124TH AVE SE 29043 59TH PL S 4102 SW AUSTIN ST 4665 S 160TH ST 5610 S 133RD ST 5612 S 133RD ST 5630 S 133RD ST 5701 S PAMELA DR 5703 S PAMELA DR 5710 S 133RD ST 6402 S 144TH 6404 ELLIS AVE S PO BOX 1048 PO BOX 3188 TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA AUBURN WA BELLEVUE WA NORMANDY PARK WA RENTON WA AUBURN WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA GRAHAM WA CODY WY 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98178 98092 98008 98166 98058 98001 98136 98188 98178 98178 98178 98178 98178 98178 98589 98108 98338 82414 NAME OFFICE OF ARCHAEOLOGY DEPT OF NATURAL RESOURCES WA FISHERIES & WILDLIFE DEPT OF ECOLOGY WA STATE ATTORNEY GENERAL KC DEPARTMENT OF NAT'L RESOURCES MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program DUWAMISH INDIAN TRIBE DUWAMISH RIVER CLEAN UP COALITION WA ENVIRONMENTAL COUNCIL PEOPLE FOR PUGET SOUND DE PT/ATTN * * NW REGIONAL OFFICE ECOLOGY DEPARTMENT Laura Murphy Karen Walter Mike Middleton * * ADDRESS PO BOX 48343 PO 47015 16018 MILL CREEK BLVD 3190 160th AVE SE PO BOX 40117 201S JACKSON ST., STE 600 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE 4705 W MARGINAL WAY SW 210 S Hudson Street, Ste 332 1402 THIRD AVE, STE# 1400 1402 - 3rd Ave, Ste 1400 CITY ST ZIP OLYMPIA WA 98504 OLYMPIA WA 98504 MILL CREE WA 98012 BELLEVUE WA 98008 LACEY WA 98504 SEATTLE WA 98104 AUBURN WA 98092 AUBURN WA 98092 AUBURN WA 98092 SEATTLE WA 98106 SEATTLE WA 98134 SEATTLE WA 98101 SEATTLE WA 98101 Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION February 18, 2016 Han Phan 5130 S 166th Ln. SeaTac, WA 98188 PBG.ENGR@yahoo.com Subject: Nguyen Short Plat —Shoreline Substantial Development L16-0006 Dear Mr. Phan: 13312 5-6o4-'" s Allan Ekberg, Mayor Your application for a Shyfeline Substantial Development Permit for a 4-lot Short Plat located at considered complete as of February 18, 2016 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. If you have any questions, please feel free to call me at (206) 433-7140. Sincerely, ft% Valerie Lonneman Assistant Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0400 City of Tukwila Department of Community Development File Number L16-0006 LAND USE PERMIT ROUTING FORM TO: Planning LI Public Works ❑ Fire Dept. ❑ Police Dept. 101 Parks/Rec Project: Nguyen Short Plat —Shoreline Substantial Development Address: 13312 56th Ave S (APN 2172000215) Date transmitted: 2/18/2016 Response requested by: 3/3/2016 Staff coordinator: Valerie Lonneman 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:2 Comments Update date: �//o prepared by: / 0400 TO: City of Tukwila Department of Community Development File Number L16-0006 LAND USE PERMIT ROUTING FORM Building Planning 1 Public Works ❑ Fire Dept. 0 Police Dept. Parks/Rec Project: Nguyen Short Plat —Shoreline Substantial Development RECIIvFp Address: 13312 56th Ave S (APN 2172000215) FEB 22 2016 Date transmitted: 2/18/2016 Response requested by: 3/3/2016 Tur'vvtu-' PUBLIC WORKS Staff coordinator: Valerie Lonneman 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) (S4e- Ik11 4'C/4 b Pu6 Ll G (AVM S Cowl s/ Plan check date: Comments Update date: prepared by: i +0 MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Valerie Lonneman, Assistant Planner a FROM: PUBLIC WORKS DEPT. — David McPherson, evelopment Engineer david.mcpherson@tukwilawa.gov DATE: March 2, 2016 SUBJECT: Nguyen Short Plat at 13312 56th Ave. South Parcel No.: 217200-0215 Short Plat, Shoreline, and Miscellaneous Comments Short Plat — L16-0005 1. Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on three new single family residences is $300.00. (see enclosed application) Short Plat Survey Map 1. Revise Short Plat Survey Map sheets 1 thru 3 of 3. Should be Portion of S1/2, Sec. 14, R. 23 N., R. 4 E., W.M.. 2. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. Short Plat Site Development Plan 1. 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. 2. Provide street illumination near the Private Access Road & 56th Ave. South intersection. Show and label on a Civil plan sheet. 3. Pavement mitigation fee applies for open cuts within 56th Ave. South. Page 1 of 3 i f f Shoreline — L16-0006 1. The proposed Nguyen Short Plat project is located adjacent to the Green River riverbank. The Application has shown through the civil plans and the Technical Information Report that the required riverbank setback has been met. The Applicant has provided a Geotechnical Engineering Study which identifies the adjacent river bank as stable and provides for construction recommendations and requirements. Note that Public Works requires a 2.5:1 slope setback from the ordinary high water mark for bank stabilization. Any new building should be a minimum of twenty (20) feet from the top of the 2.5:1 slope setback. Miscellaneous Comments 1. New catch basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way are to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office, as part of the future Public Works permit. 2. Prior to Public Works Final of the future Public Works permit, Owner shall sign w/Notary a Conveyance of Public Improvements, for a Storm Drainage Catch Basin and three new water meter boxes with water service lines within the 56th Ave. South Right -of -Way. Document to be recorded at King County and entire recording cost paid by the Owner/Applicant. 3. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (existing house on Lot 1 & new house on Lot 4) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 4. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, for the two (2) houses (new house on Lot 2 & new house on Lot 3) to share one (1) side sewer. Public Works will prepare document for signature. Owner/Applicant shall pay cost of recording at King County Recorder's Office in the amount of $76.00 as part of the future Building (or) Public Works permit. 5. A Transportation Impact Fee applies to future Building permits (see PW Bulletin A3 - enclosed). Transportation Impact Fee based on one single family residence in Zone 3 is $1,013.88; due at issuance of each future Building Permit. Page 2 of 3 \ f \ 6. Allentown Phase 2 (Ordinance no. 2177) Water and Sanitary Sewer assessment fees apply to future Building permits. Water assessment fee per new house is $10,886.17 and Sanitary Sewer assessment fee per new house is $19,800.00. Cascade Water Alliance and new water meter fees also apply to the future Building permits per Public Works Bulletin A2. 7. Future new houses shall be at least one (1) foot above the base 100 year flood elevation. 8. City of Tukwila will by Ordinance adopt Low Impact Development (LID) - Washington State Department of Ecology on January 1, 2017. Developers are encourage to install/construct Low Impact Development (LID) prior to January 1, 2017; including rain gardens, bioretention facilities, pervious pavement, etc.. 9. Work within the 56th Ave. South Public right-of-way requires a Street Use permit as part of the future Public Works permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way are required. 10. All utilities are required to be underground, per City ordinance. Page 3 of 3 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 n 1j 14.1 Las i"....� 2 'J o3 Community Development 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 em.lo 'ees, agents, engineers, c. tractors or other representative t, e right to enter upon Owner's real property, located at age*, s(Q� � � 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. ss EXECUTED at 5-1e>IITTL.E (city), (state), on �> (6 20ls P 4UaT\ — M - m kv7 (Print Name) cl.(0 `t-3 Q vve„ w,k-1g(1 (Address) La) b q7 (Phone Nu rM n (Signature) On this day personally appeared before me O t`I � /�ivY�o me known to be the individual who executed the foregoing instrument and ack owledged that he/she signedthe same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 16 i*A OF No\g 20 1 Notary Public State of Washington ROBERT SCAVOTTO My Appointment Expires Apr 17, 2016 NOTARY PUBI, residing at My Commission expires on \\deptstore\City Common \Teri\Revisions In Progress\Short Plat-Jan2011.docx 11) < *7) *Ick $1, 4 Codtga Park 4t, kg < r.... 11 ,.„„ 4r- r eW -,.. tto Foser Goff Links s 1241-131 S i25th Si 12641 PI Or 6011, JECT, RECENTVICINITY MAP . , • 1 Community Development NTS t$4 S 12'7 PBete, LOCJ 5130 S. 166th Lane SeaTac, WA 98188 206-229-6422 No Net Loss 1. Currently, vegetate and blackberry grows along the riverbank and grass and weeds grow on the shoreline area. There is a 24" maple on the riverbank which to remain. The riverbank has about 40% to 45% sleep slope with no sign of erosion or slope failure. There is no hard armoring, bulkhead or rip -rap along the riverbank. There is an existing shed and garage which to be removed and existing house to remain within the 200 feet OHWM. There is existing sewer service line connect to the side of the house. Other than that, there is no other utilities within the shoreline jurisdiction. 2. The proposed project will not change anything from existing condition. 3 emove vegetation and blackberry and replant plants & trees per landscape plan. ° Ve KtO V' C. No D. No E. No F. N uare foot vt.b e +j 2� 4. The project proposed to remove all the vegetation and blackberry and replants plants and trees along the buffer to enhance the area. The project doesn't propose any alter to the river bank or build anything within the require building buffer setback to OHWM. -1c>0 eqe V La "EAR' 12 Community Development CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431-3670 http://www.tukwilawa.aov Pre Application Checklist ,t\r c)N Pre -Application File No.: PRE15-0024 Project Name: Nguyen Short Plat Meeting Date and Time: December 31, 2015 @ 2:30 pi Site Address: 13312 56 Ave S The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. PLANNING DIVISION - Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) ❑ 2. Obtain the following land use permits/approvals: ❑✓ 3. ❑✓ 4. ❑✓ 5. ▪ 6. ❑✓ 7. ❑ 8. ❑✓ 9. ❑ 10. ❑ 11. ❑ 12. Binding Site Plan Improvement Plan Boundary Line Adjustment/Lot Consolidation Comprehensive Plan Amendment Conditional Use Permit Design Review Environmental (SEPA) Planned Mixed Use Development Planned Residential Development Rezone Zoning designation: LDR ❑ Shoreline Substantial Development Permit ❑✓ Short Subdivision ❑ Sign(s) ❑ Subdivision ❑ Tree Permit ❑ Unclassified Use ❑ Variance ❑ Other: Site located in sensitive area? © Yes ❑ No Minimum setback requirements: Front: 20 Second Front: Side: 5 Rear: Maximum Building Height: 30 10 Height exception area? ❑ Yes ® No Minimum parking stalls required: 2 per 3 bdrm No more than 30% of required parking stalls may be compact. Full size parking stall depth can include 2 feet of vehicle overhang into landscaped areas. Vehicle overhang in compact stalls cannot count towards stall depth. Bicycle parking shall be provided as outlined in Section 18.56.130 of the Tukwila Municipal Code. Minimum landscaping required: Front: 20 Second Front: Minimum interior parking lot landscaping requirements: Side: 5 Rear: 10 Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system. An irrigation plan is required along with the landscape plan (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures, recycling and storage areas must be screened to a minimum of 8' in height. These shall be located outside the required setbacks. Provide elevations and construction details as part of building permit application submittal. You can contact Brian Lloyd at Waste Management to coordinate placement of solid waste containers. He can be reached at 206-786-4534 or blloyd@wm.com Building permit plans which deviate from that already approved by the Board of Architectural Review may require re -application for design review approval. H:lPre-Application\Checklist-Plug 7-2014.docx Updated: 7-2014 PLANNING DIVISION Page 2 of 2 Pre -Application Checklist File No.: pRE15-0024 ADDITIONAL NOTES: 1. Shoreline Substantial Development Permit is required for the short plat. The shoreline in this area is designated Shoreline Residential and the Shoreline Residential River Buffer shall consist of the area needed to achieve a 2.5:1 slope of the river bank, measured from the toe of the bank to the top of the bank, plus 20 linear feet measured from the top of the bank landward; provided, that in no case shall the Shoreline Residential Buffer be less than 50 feet landward of the Ordinary High Water Mark (OHWM). 2. Ordinary High Water Mark is defined under TMC 18.06.605."Ordinary High Water Mark" means the mark that will be found by examining the bed and banks and ascertaining where the presence and action of waters (all lakes, streams, and tidalwater) are so common and usual, and so long continued in all ordinary years, as to mark upon the soil a character distinct from that of the abutting upland, in respect to vegetation as that condition exists on June 1, 1971, as it may naturally change thereafter, or as it may change thereafter in accordance with permits issued by a local government or the Department of Ecology. In any area where the ordinary high water mark cannot be found, the ordinary high water mark adjoining salt water shall be the line of mean higher high tide and the ordinary high water mark adjoining fresh water shall be the line of mean high water. 3. As part of the shoreline permit show compliance with criteria listed under TMC 18.44.070 B, D, E, F, G, H, I, and J. Also, TMC 18.44.080 Vegetation Protection and Landscaping (A), (B) Tree Protection, (C) Landscaping 1-General & 2- River Buffer and (D) apply. River bank planting plan shall be prepared by a qualified biologist or registered landscape architect. Any disturbance of the river bank shall require a geotechnical report to ensure bank stability. 4. Any trees previously removed or proposed to be removed shall be subject to tree replacement ratios listed under TMC 18.44.080 (B). Trees proposed to be removed and the tree replacement replacement plan shall be approved as part of the shoreline permit and a separate shoreline tree permit is not required. ENCLOSURES: Short plat and Shoreline Substantial Development Permit are found online at http://www.tukwilawa.gov/dcd/LandUsePermitFees.pdf Checklist prepared by (staff): Minnie Dhaliwal Date: 01/07/2016 H:IPre-Application\Checkliat-Flog 7-2014.docx Updated: 7-2014 PBjG�,, LC-'CJ ""\ 5130 S. 166th Lane SeaTac, WA 98188 206-229-6422 Project Description and Analysis The project is proposing a short plat of one existing residential lot into 4 residential lots. The existing house to remain and garage/shed to be removed. The project is located at 56`h Ave South and approximately 100 feet southwest of the intersection of S.133`d Street and 56th Ave South. Access for the new lots will be a private access road connect to 56`h Ave South. PERMITTED USES Shoreline Residential Environment: Proposed house, private access road and utilities are within the 200 feet from OHWM. Urban Conservancy Environment: Proposed house, private access and utilities construction are 65 feet away from OHWM which fall in urban conservancy environment buffer of 125 feet. High Intensity Environment: Proposed house, private access and utilities construction are 65 feet away from OHWM which fall in high intensity environment buffer of 100 feet. Aquatic Environment: The project is proposing a storm drainage line connect to the city storm drain system on 56th Ave South. All roof drain will connect to this storm drain line with a 10' infiltration trench stub out. Shoreline Residential Environment Development Standards: The proposed short plat meets shoreline residential development standards. DEVELOPMENT STANDARDS General Standards: The proposed short plat meets general standards. Access for the new lots will be a private access road connect to 56th Ave South. Construction of houses, private access and utilities will not impact any river bank or water. Setbacks and Site Configuration: The lot configuration meets development standards. All setbacks also meet development standard. Height Restrictions: All future houses will be construction with height no higher than development standard. Finish floor elevation will be one foot or higher than 100 year flood elevation of 15.5. Lighting: Currently existing lighting is along 56th Ave South. Each individual house will has its own front garage and back yard lights. r? } tomA' y4.9; a.m7 Community Development f 1 P /3G Lee 5130 S.166th Lane SeaTac, WA 98188 206-229-6422 VEGETATIONS AND LANDSCAPING The project proposed no existing tree removal within the 200 feet from OHWM. Each individual house will has its own landscaping in the front and back yards. Plant new plants and trees on the riverbank and beyond to the building setback line per landscape plan. PUBLIC ACCESS Access for the new lots will be a private access road connect to 56th Ave South SUBDIVISION GUARANTEE Guarantee No.: G-6329-000007864 Order No.: 01148-52246 Issued by STEWART TITLE GUARANTY COMPANY Fee: $300.00 Dated: January 04, 2016 Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Countersigned by: AA;rtnosiztd Counterfoil- uro Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Agent ID: 470047 Guarantee Serial No. stewart title guaranty company G-6329-000007864 Matt Morns President and CEO Denise Ca(rraux Secretary In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. RECEIVED FEB 12 2016 Community Development WA Subdivision Guarantee SUBDIVISION GUARANTEE Prepared by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Order Number: 01148-52246 Guarantee No.: G-6329-000007864 Effective Date: January 04, 2016 at 8:00am Premium: $300.00 Sales Tax: $28.50 Total: $328.50 OWNERS: Thang Quang Tran and Phuong N. Nguyen, as husband and wife LEGAL DESCRIPTION: Lot(s) 42 and 43, 2nd Addition East Riverton Garden Tracts, according to the plat thereof recorded in Volume 12 of Plats, Page 79, records of King County, Washington. Except any portion thereof lying below the line of high water of the Duwamish River. Situate in the County of King, State of Washington. SUBJECT TO: 1. 2016 Property Taxes became a Lien January 1, 2016. They are not yet ascertainable or payable until February 15, 2016. Levy Code: 2408 Tax Account No.: 217200-0215-09 Land: $191,000.00 Improvements: $134,000.00 Note: Taxes and Charges for 2015 were paid in full in the amount of $3,300.20. Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 2. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. Page 1 of 3 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee 3. Deed of Trust and the terms and conditions thereof: Grantor: Thang Quang Tran and Phuong N. Nguyen, husband and wife Trustee: First American Title Beneficiary: Mortgage Electronic Registration Systems Inc., acting soliely as nominee for Cobalt Mortgage, Inc. Amount: $257,744.00 Dated: July 26, 2012 Recorded: July 31, 2012 Recording No.: 20120731002062 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 4. Agreement and the terms and conditions thereof: By and Between: Water District No. 35 & Harry H. Olson, Inc. Recording No.: 5598711 Regarding: Water main and water supply 5. Connect Abandonment Agreement and the terms and conditions thereof: Recorded: April 28, 1981 Recording No.: 8104280604 6. Easement and the terms and conditions thereof: Purpose: Private waterline Affects: Refer to said document for exact location Recorded: November 1 2007 Recording No.: 20071101000864 7. City of Tukwila Ordinance No. 2177 and the terms and conditions thereof: Recorded: May 20, 2008 and June 4, 2008 Recording No.: 20080520000332 and 20080604000746 8. Any prohibition or limitation on the use, occupancy, or improvements of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 9. Any questions that may arise due to shifting or change of the line or ordinary high tide or ordinary high water of the Duwamish River or due to the Duwamish River having shifted or changed its line of ordinary high tide or ordinary high water. JB Page 2 of 3 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-52246 Guarantee No.: (3-6329-000007864 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. Page 3 of 3 STEWART TITLE GUARANTY COMPANY stletewart . ti P ORDER NO: 01148- 52252 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. sttleewart o�P •ti ORDER NO: 01148- 52246 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. O.C. 3 F"+25T AMERICAN � \ �1I313 After Recording Return To: COBALT MORTGAGE INC. 11241 SLATER AVE NE, SUITE 200 KIRKLAND, WASHINGTON 98033 20120731002062 FIRST AMERICAN 0 72.00 PAGE-001 OF 011 07/31/2012 14:26 KING COUNTY, WA [Space Above This Line For Recording Data] DEED OF TRUST Loan Number: 1812062501 MIN: 1002765-1812062501-3 Grantors (Last nnaNme first then first name and initials): 1. T , 2.NGUYEN, PHUONG N 3. 4. 5. i FHA CASE NO. 566-0715611-703 6. Additional names on page of document. Grantees) (Last name first then first name and initials}: 1. MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. , (MERS) 2.FIRST AMERICAN TITLE 3. 4. 5. 6. Additional names on page of document. Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): LOTS 42-43, SECOND ADD. EAST RIVERTON GARDEN TRACTS, VOL. 12, P. 79, KING COUNTY Full legal description on page 2 of document. Assessor's PropertyTax Parcel(s) or Account Number(s): 2172 0 0 - 0215 - 0 9 Reference Number(s) Assigned or Released: Ei Additional references on page of document. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 1 of 11 DocMag/c Intoreats www. docmagic. corn THIS DEED OF TRUST ("Security Instrument") is made on JULY 26, 2012 The grantor is THANG QUANG TRAN AND PHUONG N NGUYEN, HUSBAND AND WI FE ("Borrower"). The trustee is FIRST AMERICAN TITLE 818 STEWART ST #800, SEATTLE, WASHINGTON 98101 ("Trustee"). The beneficiary is Mortgage Electronic Registration Systems, Inc. ("MERS") (solely as nominee for Lender, as hereinafter defined, and Lender's successors and assigns). MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. COBALT MORTGAGE, INC., A WASHINGTON CORPORATION ("Lender") is organized and existing under the laws of WASHINGTON and has an address of 112 55 KIRKLAND WAY # 10 0 , KI RKLAND , WASHINGTON 98033 Borrower owes Lender the principal sum of TWO HUNDRED FIFTY-SEVEN THOUSAND SEVEN HUNDRED FORTY-FOUR AND 00/100 Dollars (U.S. $ 257, 744 .00 ). This debt is evidenced by Borrower's note dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on AUGUST 1, 2 042 . 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; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower' s covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in KING County, Washington: LOT 42 AND 43, SECOND ADDITION EAST RIVERTON GARDEN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON A.P.N.: 217200-0215-09 which has the address of 13312 56TH AVE S TUKWILA [street] , Washington 9 817 8 ("Property Address"): [City] [Zip Codc] FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 2 of 11 DocMagfe enzums www.docmagic.com TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, 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." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument; but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender' s successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing or canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non -uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest and Late Charge. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and late charges due under the Note. 2. Monthly Payment of Taxes, Insurance, and Other Charges. Borrower shall include in each monthly payment, together with the principal and interest as set forth in the Note and any late charges, a sum for (a) taxes and special assessments levied or to be levied against the Property, (b) leasehold payments or ground rents on the Property, and (c) premiums for insurance required under paragraph 4. In any year in which the Lender must pay a mortgage insurance premium to the Secretary of Housing and Urban Development ("Secretary"), or in any year in which such premium would have been required if Lender still held the Security Instrument, each monthly payment shall also include either: (i) a sum for the annual mortgage insurance premium to be paid by Lender to the Secretary, or (ii) a monthly charge instead of a mortgage insurance premium if this Security Instrument is held by the Secretary, in a reasonable amount to be determined by the Secretary. Except for the monthly charge by the Secretary, these items are called "Escrow Items" and the sums paid to Lender are called "Escrow Funds." Lender may, at any time, collect and hold amounts for Escrow Items in an aggregate amount not to exceed the maximum amount that may be required for Borrower's escrow account under the Real Estate Settlement Procedures Act of 1974, 12 U.S.C. § 2601 et se�C, and implementing regulations, 24 CFR Part 3500, as they may be amended from time to time ("RESPA"), except that the cushion or reserve permitted by RESPA for unanticipated disbursements or disbursements before the Borrower' s payments are available in the account may not be based on amounts due for the mortgage insurance premium. If the amounts held by Lender for Escrow Items exceed the amounts permitted to be held by RESPA, Lender shall account to Borrower for the excess funds as required by RESPA. If the amounts of funds held by Lender at any time are not sufficient to pay the Escrow Items when due, Lender may notify the Borrower and require Borrower to make up the shortage as permitted by RESPA. The Escrow Funds are pledged as additional security for all sums secured by this Security Instrument. If Borrower tenders to Lender the full payment of all such sums, Borrower's account shall be credited with the balance remaining for all installment items (a), (b), and (c) and any mortgage insurance premium installment that Lender has not become obligated to pay to the Secretary, and Lender shall promptly refund FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 3 of 11 DocMagle B,';>tvxas www.docmagic.com REC VED FEB 122016 Community Development any excess funds to Borrower. Immediately prior to a foreclosure sale of the Property or its acquisition by Lender, Borrower's account shall be credited with any balance remaining for all installments for items (a), (b), and (c). 3. Application of Payments. All payments under paragraphs I and 2 shall be applied by Lender as follows: FIRST, to the mortgage insurance premium to be paid by Lender to the Secretary or to the monthly charge by the Secretary instead of the monthly mortgage insurance premium; SECOND, to any taxes, special assessments, leasehold payments or ground rents, and fire, flood and other hazard insurance premiums, as required; THIRD, to interest due under the Note; FOURTH, to amortization of the principal of the Note; and FIFTH, to late charges due under the Note. 4. 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, for which Lender requires insurance. This insurance shall be maintained in the amounts and for the periods that Lender requires. 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 carried 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 mail. Lender may make proof of loss if not made promptly by Borrower. Each insurance company concerned is hereby authorized and directed to make payment for such loss directly to Lender, instead of to Borrower and to Lender jointly. All or any part of the insurance proceeds may be applied by Lender, at its option, either (a) to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order in paragraph 3, and then to prepayment of principal, or (b) to the restoration or repair of the damaged Property. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments which are referred to in paragraph 2, or change the amount of such payments. 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 extinguishes the indebtedness, all right, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser. 5. 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 within sixty days after the execution of this Security Instrument (or within sixty days of a later sale or transfer of the Property) and shall continue to occupy the Property as Borrower' s principal residence for at least one year after the date of occupancy, unless the Lender determines that requirement will cause undue hardship for Borrower, or unless extenuating circumstances exist which are beyond Borrower' s control. Borrower shalt notify Lender of any extenuating circumstances. Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted. Lender may inspect 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. Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate FHA WASHINGTON DEED OF TRUST - MERS WAOOTZ.FHA 10/27/11 Page 4 of 11 Doc/Nagle ectima www.docmagic. oom information or statements to Lender (or failed to provide Lender with any material information) 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 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 the merger in writing. 6. 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, are hereby assigned and shall be paid to Lender to the extent of the full amount of the indebtedness that remains unpaid under the Note and this Security Instrument. Lender shall apply such proceeds to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order provided in paragraph 3, and then to prepayment, of principal. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments, which are referred to in paragraph 2, or change the amount of such payments. Any excess 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. 7. 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 evidencing these payments. If Borrower fails to make these payments or the payments 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 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. Any amounts disbursed by Lender under this paragraph shall become an additional debt of Borrower and be secured by this Security Instrument. These amounts shall bear interest from the date of disbursement at the Note rate, and at the option of Lender shall be immediately due and payable. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender; (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 (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security instrument, Lender may give Borrower a notice identifying the lien. Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice. 8. Fees. Lender may collect fees and charges authorized by the Secretary. 9. Grounds for Acceleration of Debt. (a) Default. Lender may, except as limited by regulations issued by the Secretary in the case of payment defaults, require immediate payment in full of all sums secured by this Security Instrument if: • (i) Borrower defaults by failing to pay in full any monthly payment required by this Security Instrument prior to or on the due date of the next monthly payment, or FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 5 of 11 DoeMaglc Elan= www.doemagic.com (ii) Borrower defaults by failing, for a period of thirty days, to perform any other obligations contained in this Security Instrument. (b) Sale Without Credit Approval. Lender shall, if permitted by applicable law (including section 341(d) of the Garn-St. Germain Depository Institutions Act of 1982, 12 U.S.C. 1701j - 3(d)) and with the prior approval of the Secretary, require immediate payment in full of all sums secured by this Security Instrument if: (i) All or part of the Property, or a beneficial interest in a trust owning all or part of the Property, is sold or otherwise transferred (other than by devise or descent), and (ii) The Property is not occupied by the purchaser or grantee as his or her principal residence, or the purchaser or grantee does so occupy the Property, but his or her credit has not been approved in accordance with the requirements of the Secretary. (c) No Waiver. If circumstances occur that would permit Lender to require immediate payment in full, but Lender does not require such payments, Lender does not waive its rights with respect to subsequent events. (d) Regulations of HUD Secretary. In many circumstances regulations issued by the Secretary will limit Lender' s rights, in the case of payment defaults, to require immediate payment in full and foreclose if not paid. This Security Instrument does not authorize acceleration or foreclosure if not permitted by regulations of the Secretary. (c) Mortgage Not Insured. Borrower agrees that if this Security Instrument and the Note are not determined to be eligible for insurance under the National Housing Act within 60 DAYS from the date hereof, Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrument. A written statement of any authorized agent of the Secretary dated subsequent to 6 0 DAYS from the date hereof, declining to insure this Security 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. Reinstatement. Borrower has a right to be reinstated if Lender has required immediate payment in full because of Borrower's failure to pay an amount due under the Note or this Security Instrument. This right applies even after foreclosure proceedings are instituted. To reinstate the Security Instrument, Borrower shall tender in a lump sum all amounts required to bring Borrower's account current including, to the extent they are obligations of Borrower under this Security Instrument, foreclosure costs and reasonable and customary attorneys' fees and expenses properly associated with the foreclosure proceeding. 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 years immediately preceding the commencement of a current foreclosure proceeding, (ii) reinstatement will preclude foreclosure on different grounds in the future, or (iii) reinstatement will adversely affect the priority of the lien created by this Security Instrument. 11. Borrower Not Released; Forbearance by Lender Not a Waiver. Extension of the time of payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower' s successors in interest. Lender shall not be required to commence proceedings against any successor in interest or refuse to extend time for payment or otherwise modify amortization of the sums FHA WASHINGTON DEED OF TRUST - MERS WADOTZ FHA 10/27/11 Page 6 of 11 DocMaglc www.docmagic.com secured by this Security Instrument by reason of any demand made by the original Borrower or Borrower's successors in interest. 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. 12. Successors and Assigns Bound; Joint and Several Liability; Co -Signers. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject to thc provisions of paragraph 9(b}. Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note: (a) is co- signing this Security Instrument only to mortgage, grant and convey that Borrower's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower' s consent. 13. 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 Borrower designates by notice to Lender. Any notice to Lender shall be given by first class mail to Lender's address stated herein or any address Lender designates by notice to Borrower. Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph. 14. 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 Security Instrument or thc Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the Note are declared to be severable. 15. Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument. 16. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quanfities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property. Borrower shall promptly give Lender written notice of any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge. If Borrower learns, or is notified by any governmental or regulatory authority, that any removal or other remediation of any Hazardous Substances affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. As used in this paragraph 16, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph 16, "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 7 of 11 DocMaglc www.docmagic.com NON -UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 17. 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, prior 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 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 the 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 prior assignment of the rents and has not and will not perform any act that would prevent Lender from exercising its rights under this paragraph 17. 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 the Security Instrument is paid in full. 18. Foreclosure Procedure. 1f Lender requires immediate payment in full under paragraph 9, Lender may invoke the power of sale and/or any other remedies permitted by applicable law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this paragraph 18, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as applicable law may require. After the time required by applicable law and/ after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by applicable law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima 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 the Lender's interest in this Security Instrument is held by the Secretary and the Secretary requires immediate payment in full under paragraph 9, the Secretary may invoke the nonjudicial power of sale provided in the Single Family Mortgage Foreclosure Act of 1994 ("Act") (12 U.S.C. 3751 et semi .) by requesting a foreclosure commissioner designated under the Act to commence foreclosure and to sell FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 8 of 11 DodMaglc eSITUTAXte www.docmagic.com the Property as provided in the Act. Nothing in the preceding sentence shall deprive the Secretary of any rights otherwise available to a Lender under this paragraph 18 or applicable law. 19. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee' s fee for preparing the reconveyance.. 20. Substitute Trustee. In accordance with applicable law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by applicable law. 21. Use of Property. The Property is not used principally for agricultural purposes. 22. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees," whenever used in this Security Instrument, shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. 23. 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 Security Instrument as if the rider(s) were a part of this Security Instrument. [Check applicable box(es)]. Condominium Rider [j Graduated Payment Rider Growing Equity Rider [] Planned Unit Development Rider D Adjustable Rate Rider El Rehabilitation Loan Rider Non -Owner Occupancy Rider Other [Specify] [REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 9 of 11 DocAlagfc ERwvaEZ www.docmagic.cnm ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and agrees to the terms contained in pages 1 through 11 of this Security Instrument and in any rider(s) executed by Borrower and recorded with it. (Seal) -Borrower PHUONG (Seal) -Borrower (Seal) (Seal) -Borrower (Seal) (Seal) -Borrower -Borrower Witness: Witness: FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 10 of 11 DocMagle MraMEgs www.docrnagic.com State of WASHINGTON County of KING (Space Below This Line For Acknowledgment] On this day personally appeared before me THANG QUANG TRAN AND PHUONG N NGUYEN to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he/sh- tf igned the same as his/her/ deed, for the uses and purposes therein mentioned. Given under my hand and official seal this • al day of ree and voluntary act and �it~i Notary Public in and for the state of Washington, residing at: C�AA-4-1 e My commission expires. REQUEST FOR RECONVEYANCE To Trustee: The undersigned is the holder of the note or notes secured by this Deed of Trust. Said note or notes, together with all other indebtedness secured by this Deed of Trust, have been paid in full. You are hereby directed to cancel said note or notes and this Deed of Trust, which are delivered hereby, and to reconvey, without warranty, all the estate now held by you under this Deed of Trust to the person or persons legally entitled thereto. Date. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 11 of 11 DocMeglc Egaoa>aa www.docmagic.com FIRST AMERICAN ,111A66-1 RECEIVE FEB 122016 Community Development DIA6 When recorded return to: Mr. and Mrs. Tran Quang Thang 13312 56th Ave S Tukwila, WA 98178 $ Tax Parcel Number(s): 217200-0215-09 11111111111111111 20120731002061 FIRST AIIERICAN WD 63.00 PAGE-001 OF 002 07/31/2012 14:26 KING COUNTY, WA E2556587 07/31/2012 14:24 KING COUNTY, WA SALET$4 677.50 E2 2,500.00 PAGE-001 OF 001 Abbreviated Legal: LOTS 42-43, SECOND ADD. EAST RIVERTON GARDEN TRACTS, VOL. 12, P. 79, KING COUNTY SPECIAL WARRANTY DEED (Not Statutory) THE Grantors Stewart McCullum and Jemima McCullum, Husband and Wife for and in consideration of Ten Dollars and Other Good and Valuable Consideration in hand paid, bargains, sells, and conveys t T�i- q �uang /VlNat�g and Phuong N Nguyen, Husband and Wife the following described estate, situated in the County of King State of Washington: LOTS 42 AND 43, SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Tax Parcel Number(s): 217200-0215-09 Dated: 2le - 20 I Y ncipkti Stewart McCullum le ma M 1um i? State of Washington County of King } } SS: 1 certify that 1 know or have satisfactory evidence that Stewart McCullum and Jemima is/aj/ the rson(s) who appeared before me, and said person(s) acknow, ged he / she / t signed this instrument and acknowledge it to be his / her /4 free and voluntary act for the uses and purposes mentioneq't this instrument. Dated: 9LL.I.1 r»,r 2,1) 1i MELANIE M. USHER STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 04-24-16 e1M. Usher Notary Public 'n and fondle State of Washington Residing at 4� luQ My appointment expires: f ...(, k'Zt,l that 261( 0 EXHIBIT "A" The terms and provisions contained in the document entitled "City of Tukwila Ordinance No. 2177" Recorded: May 20, 2008 and June 04, 2008 Recording No.: 20080520000332 and 20080604000746 Any question that may arise due to the shifting and/or changing in the course of Duwamish River. Rights of the general public to the unrestricted use of all the waters of a navigable body of water not only for the primary purpose of navigation, but also for corollary purposes; induding (but not limited to) fishing, boating, bathing, swimming, water skiing and other related recreational purposes, as those waters may affect the tidelands, shorelands or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level, all as further defined by the decisional law of this state. (Affects all of the premises subject to such submergence) LPB IO-05(i-L) Page 2 or 2 4411/2.04 fin ftECORD ItElitr)OCSI - • 1,AWYE16 iTLE .111511.4ANCt CoM)OltA110 SSE4:OND AVENUE, $,EN111X.:1; ‘INASIUN d_44-01", , O - Vat*. AGREEMENT _ Blue -print on fife tVauI fi THIS AGREEMENT made acid entered into by and between WATER DISTRICT NO, 35, KING COUNTY, WASHINGTON, a municipal corporation, hereinafter referred to as the District, and HARRY H. WON, INC.-, a corporation, hereinafter referred tn as Olson. ' W ITNESSETH: WHEREAS, Olson has installed and paid for a 6 inch cast iron water main on John Langston Road in King County, Washington running from its intersection with 64th Avenue So. to a point opposite the northwesterly boundary of the H. H. Olson Addition and is willing to convey said water main to the District subject to the conditions hereinafter set forth. NOW, THEREFORE, in consideration of mutual benefits, it is agreed as follows: 1. This agreement is made and entered into pursuant to Chapter 261 of the Laws of 1959 and the parties agree to adhere to the provisions of such statute. 2. Olson will convey said water main and appurtenances to the District free and clear of all liens and encumbrances and the District will accept such conveyance and incorporate such main in its water system and supply water through such main to properties abutting the came. tt 'hc er,tabilshed by the DIstrIct for :low claeb; of _lc, vice. For a or fifteen (15) years from the date of t1.1-. omrt all owners of 1,Tho tap or usc,: the abpvc wat.31c maix Ma31 bo r,.:!quircd to pay thir pro of sald wa.ter maln. Th(3 preols or ',.1).,.;1-rovl.slon and Juwnnta t,- be paid g M3i aFrek3meW6 hy -0:cicncQ ma,Th -1- Description King,WA Deeds-Docld 5598711 page 1 of Order: 52246 exceptions Comment: AA M trCORD- ERA RA wT : ) AVENdUE S ►i i. I � h 7d,"17 1 ' .t. E rip Y :.. 1f Ln / x' l . THIS AGREEMENT ma -de and entered iflto. by -and ?'WATER DISTRICT NO. 35,KING COUNTY,. WASHINGTON, amuni.oipal' corporation, hereinafter referred"i;o as tbe.Diltrict, and HA, N. O1vSON, INC.,. a corporation, nafter referred to as Oiso1 ate B.;14,1311tint, on fll 1p Yult W I T'WT E: S S E T H WHEREAS, Olson has installed and paid for a 6 inch cast iron inter main on John Langston Road in King County, Washington running from its intersection with 64th Avenue So. to a point opposite the.northwesterly boundary of the H. H. Olson Addition and the is willing to convey said water main to the District subject to conditions hereinafter set forth., NOW, THEREFORE, in consideration agreed as follows: 1. This agreement is made and entered into pursuant to. Chapter 261 of the Laws of 1959 and the parties agree to adhere the provisions of such statute. Olson will convey said water main and appurtenances to the 2. of mutual benefits, it is to District free and clear of all liens and encumbrances and the District will accept such conveyance and incorporate such main in its water kl.ystem and supply water through such main to properties abutting the came ;t '.;:;e rate ee3tah7.Ished by the D'i triet for ouch clan of of f (1 5` x fro thhe date. of :.h'..nent all e of t_4'i.vi:/ wha tap onto or 1 the ..7. ..e :.>{ 1 be rclv'1 xed to tray c -,v1r3lo and omount be plaid - 1 - Description: King,WA Deeds-Docld 5598711 Page 1:of 3 Order: 52246 exceptions Comment: 'VOL442i PACE2.94' STATE OF WASHINGTON, ss County of K 1 N G. ) On this OS RIra iR VaLUt, day of May, 1963, before me, the undersigned, a Nntary Public in and for the State. of Washington, duly commissioned ' and sworn personally appeared j412 \I f'-\. 0 LSC\N "nut_N1.ti-A__Ni- >` S E N , to me known to be the President and Secretary, respectively, of HARRY H. OLSON, INC., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation:for the USE'S and purposes therein mentioned, and on oath stated 'that they were author'iz-ed to execute the aaid instru- ment and th.r,; the seal. ,...__.I;:ed is the corporate seal of said "TIII:;S my hand and official seal ;i)e '( affixed tl)C day 1 '•ar in I.;, eertlficte above written. 7.! 0 RE VOL PAG % ;) 'u?";1.'.;, tin nor ;1e r a;e' of Washington, ,'( idi.n ; at Se attlo Description: King,WA Deeds-Docld 5598711 Page: 2 of 3 Order: 52246 exceptions Comment: MUNICIPALITY OF METROPOLITAN SEATTLE KING COUNTY SEELYE CONNECTION ABANDONMENT AGREEMENT THIS AGREEMENT, made as of the 6' day of IU p r;I 1981, between King County, a legal subdivision of the State of Washington (hereinafter referred to as "the County"), and the Municipality of Metropolitan Seattle, a metropolitan municipal corporation of the State of Washington (hereinafter referred to as "Metro"); WHEREAS, the parties have heretofore entered into a long agreement for sewage disposal dated July 17, 1975 (hereinafter referred to as the "Basic Agreement"); and WHEREAS, said Basic Agreement superseded the Agreement fo Sewage Disposal dated June 19, 1961 with King County Sewerage WHEREAS, pursuant .to said Original Agreement, Metro constructed the Seelye Connection as an interim metropolitan facility to tempor- arily connect the local sewage facilities of King County Sewerage and Drainage District No. 4 to the metropolitan sewage system and WHEREAS, construction of the Empire Way Interceptor in 1175 permanently connected most of the above described local sewage facilities to the metropolitan sewage system; and WHEREAS, in 1979, the County assumed the duty to maintain, operate, repair, relocate and replace the Seelye Connection, as identified on Exhibit A attached hereto; and WHEREAS, complete abandonment of the Seelye Connection in 1981 is now deemed to be in the best interest of King County and Metro; NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is hereby agreed as follows: Section 1. Definitions. The defined terms used in this agreement shall have the meanings set forth in the Basic Agree- ment, which is hereby incorporated by reference and made fully Section 2. Design and Construction of Certain Facilities. It shall be the sole responsibility of the County to disconnect all sewage facilities now tributary to the Seelye Connection and to connect said facilities to the Empire Way Interceptor. Engineer- ing plans, specifications, and contract documents for the construc- tion of facilities necessary to accomplish said connection to the Empire Way Interceptor shall be submitted to Metro for review and written approval before advertisement for bids. It shall also be the responsibility of the County to cap or plug the upstream terminus of the Seelye Connection following the aforementioned.disconnec- reasonable action necessary to complete the work described in this Section 2 during 1981. Section 3. Ownership, Use, and Maintenance of New Facilities. The County shall own, operate, and maintain all facilities con- structed under the terms of this agreement. Metro shall have no responsibility for operation and maintenance of these facilities. Section 4.$ Liability. The County shall indemnify and hold ha less Metro from and against any and all claims, litigation, demands and suits for any personal injuries and property damage suffered or incurred by any person arising from the construction, terms and conditions of this agreement, Metro agrees to pay the County an amount equal to 50% of the total construction cost of the facilities constructed pursuant to Section 2, said amount not to exceed $50,000. Total construction cost shall mean contract construction cost, engineering design and inspection costs, sales tax, permit fees, costs of franchises, easements and rights of way, legal costs, and property restoration costs. Payment of the reimbursement amount shall be made to the County following accept- ance of the above described work by the County and within 60 days of receipt of a properly documented invoice submitted to Metro. Section 6. Basic Agreement Unchanged. Except as provided in this agreement, all provisions of the Basic Agreement shalt remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the date and year first written above. :KING COUNTY 5EWERAGE E DRAINAGE ._DISTRICT HP 4 EX/STING SERV/CEAR£A (19.7/) wAlr.s Of EMPIRE WY . !Nr£RCEP/OR SERVICE AREA. ' 23KYWAY, tl . INTERCEPTOR (r97O) 4 \�\AREA TRIG. �C \C c2 ACRE -LMP/RE WAY •8+E .INTERCEPTOR (CITY O/DfAME)I(I \ ,• E2-tee :... RfNrYN ' :LUO(M f.M. (M rrRO) 20071101000864.001 FEB 12 2016 Return Addeatornunity elopment 21- 514E^1:14SW 5� 1� d A 4t11� 200711 1000864 TODD001O0F 006 EAS 47.00 PAGE11/01/2007 11:52 KING COUNTY, WA EXCISE TAX NOT REQUIRED Division BY DeAutY TATE RECORDER'S Cover Sheet (RCW 65.04 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. 9r,. '., ln}a ‘trtie_. a+ne 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first name, initials) \ ` 1. t-�Q ►S%rnon , 01i, , 'TeAdleportid► 1--1-{ 2. �plA.F4'iL, Additional names on page of document. Grantee(s) (Last name first, then first name and initials) e 1. tt.►t'�i3 n �tti AA_ p�Atj.al..0 . M1 2. oir�lne� £{"cc Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) 1/4 SE_°/y Nio *Sellar to N. l 9 Tr.c.9 p . 223 N. CZ au.cr_ y E Lt3.11.o Additional legal is on page t of document. Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned 2I 2E►t—Czz.(1) 112Qf1 -02.3 Po -On(, 2132 0-O2.33 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexini information provided herein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure part of the text of the original document. Signature of Requesting Party 20071101000864.002 PRIVATE WATERLINE EASEMENT AGREEMENT Reference number of related documents: Short Plat #2C) O9 j1O0 0 I 22 "z. Grantor: Toddland, L.L.C., a Washington limited liability company Grantee: Toddland, L.L.C., a Washington limited liability company Legal Description: SV4 NWj4.Section 14, Twp. 23 N, Range 4 E, W.M. Tax Parcel Numbers: -2112o1D `0gg-Pr, 7l 7200— (72643, .2l-7Zr ' THIS INSTRUMENT is made this c " day of ; 2007, by and between Toddland, L.L.C., a Washington limited liability comp ° ny (" rantor") and Toddland, L.L.C., a Washington limited liability company ("Grantee"). RECITALS A. Grantor/Grantee is the owner of that certain real property and improvements located in King County and legally described as shown on the attached Exhibit "A" (hereinafter called the "Grantor/Grantee's Property"). B. Grantor/Grantee is the owner of certain real property and improvements located in King County and legally described as shown on the attached Exhibit "B" (hereinafter called the "EasementTract" ). C. Grantee desires to obtain an exclusive perpetual Water Line Easement over, across, along, in, upon, and on the Easement Tract, which is a part of the Grantor/Grantee's Property. D. Grantor is willing to grant such an easement to Grantee, provided Grantee agrees to certain conditions contained herein, including entering into an agreement for road maintenance as part of this easement. NOW THEREFORE, in consideration of the mutual covenants contained herein, the parties hereto agree as follows: Page lof 7 20071101000864.003 1. Grant of Easement. Grantor does hereby grant and convey to Grantee, and to each of Grantee's heirs, successors and assigns, for the benefit of Grantor/Grantee's Property, a perpetual Water Line Easement over, across, along, n, upon, and onThe Easement Tract, which is as shown on the attached Exhibit "B," and as diagrammed in attached Exhibit "C," being a rectangle shaped area of approximately 20 feet by 156.72 feet with an attached rectangular shaped ares of approximately 5 feet by 15 feet. 2. Maintenance and Liability Agreement. Grantee agrees that such easement for water line use shall be well maintained, safe and free of any hazard. Grantee further agrees to repair and maintain the easement n a reasonably usable condition to facilitate the use by firetrucks and aid vechiles. The responsibility for construction of any water line improvements, constructed upon, under or within the easement granted herein shall be borne by the party benefited by or performing such �. All work to be performed by Grantees on the Tract X shall be in a careful and workmanlike manner, free of claims and liens. 3. Duration. The term of said easement shall be indefinite and shal continue untl revoked by the mutual agreement of Grantor and Grantee or their heirs, successors or assigns. Said easement is intended to and shall run with the land and the benefits and burdens of the easement herein created shall pass to the heirs, successors and assigns of the parties in and to their respective properties benefited and burdened by these easements. 4. Costs and Attorneys' Fees. If any party hereto shall bring any suit, arbitration or other action against another for relief, declaratory or otherwise, arising out of this Agreement, the prevailing party shall have and recover against the other party, in addition to all costs and disbursements, such sum as the Court, or arbiter may determine to be a reasonable attomey's fee. 5. Specific Performance. If any party shall default in its obligations under this Agreement, the parties each acknowledge that it would be extremely difficult to measure the resulting damages. Accordingly, any nondefaulting party, in addition to any other rights or remedies, shall be entitled to restraint by injunction of a violation, or attempted or threatened violation, of any condition or provision of this Agreement, or to a decree specifically compelling performance of any such condition or provision. In such event, al parties hereto each expressly waive their defense that a remedy in damages or at law would be adequate. 6. Documents. Each party to this Agreement shall perform any and all acts and execute and deliver any and all documents as may be necessary and proper under the circumstances in order to accomplish the intents and purposes of this Agreement and to carry out its provisions. Page 2 of 7 20071101000864.004 7. Survival/Non-Merger.. Despite Grantor/Grantee owning both the dominant and sentient estates, the doctrine of merger shall not apply to the creaton of the easement described herein, and the easement created hereunder shall not merge with the fee interest in Grantor/Grantee's Property. IN WITNESS WHEREOF, the parties have caused this Agreement to be duly signed as of the day and year first above written. GRANTOR: i Toddland, .C. A W .,� • : li . ability company BY: Its: GRANTEE: Toddland, L A Washi •� • fi; �< i;.. ity company BY' Page 3 of 7 20071101000864.005 )ss. COUNTY OF KING I certify that I know or have satisfactory evidence that Todd Helstuman is the person who appeared before me, and that person acknowledged signing this instrument, on oath stated their authority to execute the instrument and acknowledged it as the authorized agent of the party on behalf of whom instrument was executed to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. SUBSCRIBED and SWORN to before me this (#day of /2t4gtt5 1 2007. t �.a "st 40114� r� s =:I~ oTA,f, -. _ (,,S • i (1) •o Page 4 of 7 (printed name): .54 I-L- NOTARY PUBLIC in and(2f Washington, residing at My Commission expires: 0/0q/1i / p 20071101000864.006 RECEIVE FEB 12 2016 Community Development EXHIBIT A LOT 4: COMMENCING AT THE NORTHWEST CORNER OF TRACT 45 PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00" EAST 106.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 53.36 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00" WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 5: COMMENCING AT THE NORTHWEST CORNER OF TRACT 4g PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00" EAST 53.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 53.36 FEET; THENCE SOUTH 56'20'00" EAST 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00". WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 6: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43 PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEETTO THE POINT OF BEGINNING; THENCE NORTH 33'40'00" EAST 53.36 FEET; THENCE SOUTH 56'20'00" EAST 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00" WEST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET TO THE POINT OF BEGINNING. TRACT X: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET; THENCE NORTH 33'40'00" EAST 3.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 156.72 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 20.00 FEET; THENCE SOUTH 33'40'00" WEST 156.72 FEET; THENCE NORTH 56'20'00" WEST 20.00 FEET TO THE POINTF BEGINNING. Page 5 of 7 20071101000864.007 EXHIBIT B EASEMENT TRACT: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET; THENCE NORTH 33'40'00" EAST 3.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 156.72 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 20.00 FEET; THENCE SOUTH 33'40'00" WEST 156.72 FEET; THENCE NORTH 56'20'00" WEST 20.00 FEET TO THE POINT BEGINNING. ALONG WITH THE NORTHEAST CORNER OF LOT 4 COMPRISING AN AREA OF 75.00 SQUARE FEET WITH A LENGTH OF 15.00 FEET ALONG 133RD STREET. 20071101000864.008 EXHIBIT "C" CITY OF luxwiLA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTNCEWTER BOULEVARD. TUICOOLA. WA 88188 TELEPHONE: (206)431-3670 FAX (206)431-3665 E-MAIL: tukplanOeLtukMavaua 14) TRH 9CP LA SHORT PLA/ T PLAT NUMBER j}r�J./d�/j�'/092l�v�I 4012/20/03 / •.— SET PK NAUL 4 w\6d` r . / / / / \\ ` \ A, • .\ !▪ .1 . rv.y•`}''O. . i( a N. N. N. ¶5. .. . Aso):, . `'., SCALE: 1" = 50' \ GRAPHIC SCALE , 5 40. 6 4 e?a4� N. • {Client Fles\0574015520135.DOC} 7 L2 • \ ENO FENCE 0.2'NE P/L • ./ NOTE DIMENSIONS ALONG Rl1tRFRONT ARE FOR CALCULATING LOT AREAS ONLY. 20080520000332.001 Return Address: 20080520000332 A� ARA eel! OR0 49.00 05/20/2008 09:42 KIING COUNTY, WA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433-1800 Document Title(s): Parties: Other: Cdrl City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Cc s\ AC) £ Last First Initial Company Name (if business) c23 L 2 Address City State Zip Legal Description: \ A l\-au)V aN Assessor's Property Tax Parcel/AccountVNumber(s): O // �T 4 6 D-O 11661,/1 ?"l Ci4:I 3 1-1- 0,6 20080520000332.002 —Return: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188-2599 Title: City of Tukwila Ordinance # 2177 Sewer Connection Requirements (see pages 5-7) - Grantor: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188 Grantee: (continued on page 2, 3 & 4) Parcel # Owner Location Legal Description 0179000020 CASTILLO,ELIZABETH 12210 42ND AV S LOT 3-4 BLK 1 ALLENTOWN ADO 0179000025 KNIGHT,RUDOLPH E 12214 42ND AVE S LOT 5-6 BLK 1 ALLENTOWN ADD 0179000030 GREEN,LAWRENCE W & ELIZABE 12218 42ND AV S LOT 6-7 BLK 1 ALLENTOWN ADD 0179000040 MATERO,ROCCO FRANK 12222 42ND AV S LOT 8 THRU 10 BLK 1 ALLENTOWN ADD 0179000060 OWENS,JACKIE L& GRACE STEVE 12232 42ND AV S LOT 10-11-12 BLK 1 ALLENTOWN ADD 0179000070 TURNER,JEFF 12238 42ND AV S LOT 13-14 BLK 1 ALLENTOWN ADD 0179000080 PIESZAK,STACEY L 12244 42ND AV S LOT 15-16 BLK 1 ALLENTOWN ADD 0179000090 SYMONDS,KELLE S 12250 42ND AV S LOT 17-18 BLK 1 ALLENTOWN ADD 0179001005 ARAGON,D 4610 S 124TH ST LOT 23 BLK 5 ALLENTOWN ADD 0179001225 EARHEART,RANDY L 4710 S 124TH ST LOT 22 BLK 6 ALLENTOWN ADD 0179001230 STEWART,LAWRENCE C 4714 S 124TH ST LOT 23-24 BLK 6 ALLENTOWN ADD 0179001455 JOURHA,DARSHAN & MEENA 4814 S 124TH ST LOT 23-24 BLK 7 ALLENTOWN ADD 0179001465 SISSONS,ALCIA N 4816 S 124TH ST LOT 25-26 BLK 7 ALLENTOWN ADD 0179001475 PROBACH,JOHN R LOT 27 ALLNTWN A LOT 27 BLK 7 ALLENTOWN ADD 0179001485 LOFTUS,THOMAS J 12245 49TH AVE S LOT 28 & 29 BLK 7 ALLENTOWN ADD 0179001500 DALY,BARBARA 12235 49TH AVE S LOT 32-33 BLK 7 ALLENTOWN ADD 0179001510 BROWN,KENNETH E 12231 49TH AVE S LOT 34-35 BLK 7 ALLENTOWN ADD 0179001540 GAUTHUN,STEVE 12211 49TH AVE S LOT 40-41-42 BLK 7 ALLENTOWN ADD 0179001545 REYES,ANSELMO 12219 49TH AVE S LOT 38 & 39 BLK 7 ALLENTOWN ADD 0179001585 0179001595 JENSEN,ANNETTE LOT 1-5 ALLNTWN A LOT 1 BLK 8 ALLENTOWN ADD JACOBSON,DAISY & LEWIS B 12218 49TH AVE S LOT 6-7 BLK 8 ALLENTOWN ADD LOT 8-9 BLK 8 ALLENTOWN ADO 0179001600 BLACKBURN,JIM 12224 49TH AVE S 0179001605 GAUTHUN FAMILY IRREVOCABLE 12228 49TH AVE S 12236 49TH AVE S 12244 49TH AVE S LOT 10-11 BLK 8 ALLENTOWN ADD LOT 12-13-14 BLK 8 ALLENTOWN ADD 0179001620 0179001635 BENDICO,ISIDRO DAVIS,DORIS J LOT 15-16-17-18 BLK 8 ALLENTOWN ADD LOT 17-18-19-20 BLK 8 ALLENTOWN ADD 0179001660 XUE,JIAN XIONG & MING FENG Zh 12256 49TH AVE S 0179001695 TONGUE,PATRICK A 4916 S 124TH ST LOT 18 BLK 8 ALLENTOWN ADD 0179001715 0179001725 DOLL.BRIAN D 12244 50TH AVE S LOT 28 THRU 32 BLK 8 ALLENTOWN ADD POWELL BUILDERS INC LOT 33 BLK 8 ALLE(r LOT 33 BLK 8 ALLENTOWN ADD LOT 34-35-36 BLK 8 ALLENTOWN ADD 0179001730 DOAK HOMES INC LOT 34-36 BLK 8 AL 0179001745 RAU,CHALENE LOT 37-38 BLK 8 AL I LOT 37-38 BLK 8 ALLENTOWN ADD 0179001755 DOAK HOMES INC LOT 39-41 BLK 8 AL LOT 39-40-41 BLK 8 ALLENTOWN ADD 0179001770 FORSBERG,SCOTT J 12207 50TH AVE S LOT 42-43-44 BLK 8 ALLENTOWN ADD 0179001785 PATTERSON,BRIAN J 12233 51ST PL S LOT 1-2-3 & 23 BLK 9 ALLENTOWN ADD 0179001787 0179001800 0179001805 0179001850 RIVERTON CONTRACTORS INC LOT 1 BLK 9 ALLNT4 LOT 1 BLK 9 ALLENTOWN ADD PRITGHETT,WINFRED E & NADAL 12243 51ST PL S LOT 3-4 & 23 BLK 9 ALLENTOWN ADD NGET VET & CHANTHY VORN 12253 51ST PL S LOT 5-6 & 23 BLK 9 ALLENTOWN ADD LANCE,RANDAL D 12257 51ST PL S LOT 7-8 & 20-21-22 BLK 9 ALLENTOWN ADD 0179001855 DOAK HOMES INC 12248 50TH AVE S LOT 9 THRU 19 & BLK 9 ALLENTOWN ADD LOT 1 THRU 6 BLK 11 ALLENTOWN ADD 0179001940 0179001945 RIVERTON CONTRACTORS INC 12218 51ST PL S RIVERTON CONTRACTORS INC 12224 51ST PL S LOT 7-8-9 BLK 11 ALLENTOWN ADD 0179001955 RENTON ASSEMBLY OF GOD CHl 12228 51ST PL S LOT 9 TO 12 BLK 11 ALLENTOWN ADD 0179001965 CHAVEZ, XOCHITL 12234 51ST PL S LOT 13-14 BLK 11 ALLENTOWN ADD 0179001990 0179001995 0179002000 BURLINGTON,NORTHRN SANTA F'12410 51ST PL S _ LOT 17 BLK 11 ALLENTOWN ADD BURLINGTON,NORTHRN SANTA F 12420 51ST PL S LOT 18 BLK 11 ALLENTOWN ADD NORTHERN PACIFIC RR CO 12430 51ST PL S LOT 19 THRU 22 BLK 11 ALLENTOWN ADD LOT 23 BLK 11 ALLENTOWN ADD 0179002020 BURLINGTON,NORTHRN SANTA F 12450 51ST PL S 0179002030 BURLINGTON,NORTHRN SANTA F 12460 51ST PL S LOT 24 THRU 28 BLK 11 ALLENTOWN ADD 0179002045 BURLINGTON,NORTHRN SANTA F 12500 51ST PL S LOT 29-30 BLK 11 ALLENTOWN ADD 0179002050 BNSF RWY CO 12550 51ST PL S LOT 31 THRU 36 BLK 11 ALLENTOWN ADD 0179002110 12522 51ST PL S LLC 12522 51ST PL S 51ST PL S LOT 37 THRU 49 BLK 11 ALLENTOWN ADD__ LOT 50 BLK 11 ALLENTOWN ADD 0179002155 0179002160 12522 51ST PL S LLC 12522 51ST PL S LLC 51ST PL S LOT 51 THRU 56 BLK 11 ALLENTOWNADO 0179002195 HUTCHINSON,JOHN L LOT 57-60 BLK 11 At LOT 57 THRU 60 BLK 11 ALLN ETOWN ADD 0179002230 ERICKSON,JOHN 12560 51ST PL S LOT 61 THRU 64 BLK 11 ALLENTOWN ADD 20080520000332.003 Grantee: I (continued on page 2, 3 & 4) Parcel # Owner 1Location Legal_ Description 0179002251 CODIGA,JAMES A ALLNTN BLK 65 LES LOT 65 BLK 11 ALLENTOWN ADD 0179002255 CODIGA,JAMES 51ST PL S & 50TH P LOT 65 BLK 11 ALLENTOWN ADD 0179002265 RUGGLES,AUTUMN J & RICHARD 12404 50TH PL S LOT 1-2-3-4 BLK 12 ALLENTOWN ADD 0179002275 BERNABEL,SIMON 5021 S 124TH ST LOT POR BLK 12 ALLENTOWN ADD ALL 5 & 6 0179002285 JACKSON,EMMETT L 5023 S 124TH ST LOT 7 THRU 10 BLK 12 ALLENTOWN ADD 0179002305 RYAN,MARY PATRICIA LOT 11-15 BLK 12 ALLOT 11 THRU 15 BLK 12 ALLENTOWN ADD 0179002330 MEYERS,PATT1 LOT 16 BLK 12 ALLN LOT 16 BLK 12 ALLENTOWN ADD 0179002335 RIVAS,WILLIAM 12527 51 ST PL S LOT 17-18 BLK 12 ALLENTOWN ADD 0179002345 ANDERSON,DONNA M 12533 51ST PL S LOT 19 THRU 22 BLK 12 ALLENTOWN ADD 0179002365 DACANAY,LETICIA R 12529 51ST PL S 0179002370 DACANAY,LETICIA R_ 0179002385 _ WENDT,KAREN A 0179002400 HELDE,SHIRLEY & KAREN ETAL 0179002410 CODIGA,JAMES A 0179002425 CODIGA,JAMES A 0179002430 CODIGA,JAMES A 0179002435 CODIGA,JAMES 0179002450 CODIGA,JAMES A 0179002464 HUTCHNSON,JOHN L 0179002469 CITY OF TUKWILA 0179002501 CODIGA,JAMES A 0179002545 ALMOST PERFECT CONST LLC 0179002560 DUNN,VERNE D 0179002575 0179002600 0179002625 0179002635 0179002655 0179002665 0179002685 0179002690 0179002700 0179002715 0179002735 PEARCE FAMILY LIMITED PARTN 0179002736 PEARCE FAMILY LIMITED PARTN 0179002738 PEARCE,M M D 0179002740 CITY OF TUKWILA CITY OF TUKWILA LOT 23 & 24 BLK 12 ALLENTOWN ADD 12529 51ST PL S LOT 25 - 26 BLK 12 ALLENTOWN ADD 12537 51ST PL S LOT 27-28-29 BLK 12 ALLENTOWN ADO LOT 30-31 BLK 12 Ai LOT 30-31 BLK 12 ALLENTOWN ADD LOT 32-34 BLK 12 Al LOT 32-33-34 BLK 12 ALLENTOWN ADD_ LOT 35 BLK 12 ALLN LOT 35 BLK 12 ALLENTOWN ADD - LOT 36-37 BLK 12 AL LOT 36-37 BLK 12 ALLENTON ADO LOT 38-40 & 47-49 A LOT 38-40&42&47-49 BLK 12 ALLENTOWN ADD 51ST PL S & 50TH P LOT 40 THRU 43 BLK 12 ALLENTOWN ADD 51 ST PL S & 50TH P LOT 41 BLK 12 ALLENTOWN ADD 50TH PL S LOT 44 THRU 50 BLK 12 ALLENTOWN ADD 50TH PL S LOT 50 THRU 53 BLK 12 ALLENTOWN ADD 12562 50TH PL S LOT 54-55 BLK 12 ALLENTOWN ADD 12556 50TH PL S LOT 55-56-57 BLK 12 ALLENTOWN ADD 0179002745 0179002750 0179002755 CITY OF TUKWILA CITY OF TUKWILA MULRYAN,JAMES 12546 50TH PL S LOT 57 THRU 60 BLK 12 ALLENTOWN ADD SERAFICA,FELIPE M & MARCELI 12542 50TH PL S LOT 60 THRU 66 BLK 12 ALLENTOWN ADD CODIGA,JAMES A 50TH PL S LOT 67-68 BLK 12 ALLENTOWN ADO FULTZ,PATRICK & LAUREL 12522 50TH PL S LOT 69 THRU 72 BLK 12 ALLENTOWN ADD REEVE,BURR C LOT 73-74 BLK 12 Al LOT 73-74 BLK 12 ALLENTOWN ADD NEWMAN,ROBERT ETAL 12508 50T1-1PL S LOT 75 THRU 78 BLK 12 ALLENTOWN ADO GLIDDEN,DONALD L & TERESA L 12410 50TH PL S LOT 79 BLK 12 ALLENTOWN ADD RUGGLES,AUTUMN J & RICHARD LOT 80 BLK 12 ALLN LOT 80 BLK 12 ALLENTOWN ADD -_ HIRANO,IWAO & BETTY H TRUST 4603 S 125TH ST LOT 1-2 BLK 13 ALLENTOWN ADD PEARCE FAMILY LIMITED PARTN 4609 S 125TH ST LOT 3-4-5 BLK 13 ALLENTOWN ADD 4621 S 125TH ST LOT 6-7 BLK 13 ALLENTOWN ADD 4627 S 125TH ST LOT 7-8 BLK 13 ALLENTOWN ADD LOT 9 BLK 13 ALLNI LOT 9 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 10 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 11 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 12 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 13 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 14 BLK 13 ALLENTOWN ADD 0179002760 CITY OF TUKWILA 0179002762 CITY OF TUKWILA 0179002764 CITY OF TUKWILA 0179002766 CITY OF TUKWILA 0179002795 KING COUNTY 0179002800 _ CITY OF TUKWILA 0179002820 PEROVICH,CHRIS M 0179002830 LADINES,DEAN S 0179002835 HULMAN,HUGH HOGAN_ 0179002840 LADINES,MARGARITA S 0179002845 HARDIN,CHRISTOPHER R 0179002860 NGUYEN,SINH V 0179002885 CODIGA,JAMES A 0179002890 CODIGA,JAMES A 0179002950 CITY OF TUKWILA 0179002952 CITY OF TUKWILA 0179003005 BAILEY,EDWARD R 0179003025 SCOWN,DANIEL M & KIM 0179003030 KENNEDY,JACQUELINE 0 0179003055 RIGSBY,ROBERT & KELLI 0179003070 DECKER,VICKIE LYNN _0179003080 ANDERSON,LtNDA M 0179003095 COMPO,CECIL R SR 0179003115 CHEN,WEI TING 0179003135 JONES,DAVID R 0179003170 PEROVICH,CHRIS M 4915 S 124TH ST LOT 34-36 BLK 14 ALLENTOWN ADD 0179003260 MARSHALL,LOREN H TRUST 4919 S 124TH ST LOT 37-39 BLK 14 ALLENTOWN ADD 0179003210 DEBONAIR PROPERTIES LLC 5005 S 124TH ST LOT 40-4-4-BLK 14 ALLENTOWN ADD 2137006010 TONGUE,SCOTT 13001 57TH AVE S LOT 1 DLWAMISH TERRACE ADD 2137000020 TONGUE,SCOTT 13007 57TH AVE S LOT 2 DUWAMISH TERRACE ADD _ __ 13013 57TH AVE S LOT 3 DUWAMISH TERRACE ADD 2137000030 CHRISTENSEN,CAROL 2137000040 TONGUE,ROY A & HARRIET M LOT 4 DUWAMISH T LOT 4 DUWAMISH TERRACE ADD 2137000050 ENGLE,SARAH K 5730 S PAMELA DR LOT 5 DUWAMISH TERRACE ADD 2137000060 TONGUE,ROY A & HARRIET M LOT 6 DUWAMISH T LOT 6 DUWAMISH TERRACE ADD 2137000070 TONGUE,ROY & H LIVING TRUST 5729 S PAMELA DR LOT 7 DUWAMISH TERRACE ADD 47TH AVE S & S 125 LOT 15 BLK 13 ALLENTOWN ADD -_ 47TH AVE S & S 125 LOT 16 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 17 BLK 13 ALLENTOWN ADO 47TH AVE S & S 125 LOT 18 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 19-21 BLK 13 ALLENTOWN ADD 47TH AVE S & S 125 LOT 22-23 BLK 13 ALLENTOWN ADD LOT 24-25 BLK 13 AL LOT 24-25 BLK 13 ALLENTOWN ADD 12501 50TH PLS LOT 27 BLK 13 ALLENTOWN ADD 4925 S 125TH ST LOT 25-26-27 BLK 13 ALLENTOWN 12507 50TH PL S LOT 28-29 BLK 13 ALLENTOWN ADD LOT 30-31 BLK 13 AIILOT 30-31 BLK 13 ALLENTOWN ADD 12523 50TH PL S LOT 32-33 BLK 13 ALLENTOWN ADD 12529 50TH PL S LOT 34-36 BLK 13 ALLENTOWN ADD 50TH PL S LOT 37-52 BLK 13 ALLENTOWN ADD 50TH PL S LOT 53-59 BLK 13 ALLENTOWN ADD 4603 S 124TH ST LOT 1-2-3-4 BLK 14 ALLENTOWN ADD 4615 S 124TH ST LOT 5-6-7 BLK 14 ALLENTOWN ADD ----------- - -- - ---------------------------------------- ----- 4623 S 124TH ST LOT 8-9-10 BLK 14 ALLENTOWN ADD _ 4705 S 124TH ST LOT 11 THRU 13 BLK 14 ALLENTOWN ADD 4715 S 124TH ST LOT BLK 14-15-16 BLK 14 ALLENTOWN ADD 4720 S 125TH ST LOT 16-17-18 BLK 14 ALLENTOWN ADD 4801 S 124TH ST LOT 19 THRU 22 BLK 14 ALLENTOWN ADD 4811 S 124TH ST LOT 23-26 BLK 14 ALLENTOWN ADD 4815 S 124TH ST LOT 27-33 BLK 14 ALLENTOWN ADD 20080520000332.004 Grantee: (continued on page 2, 3 & 4) Parcel # Owner Location Legal Description 2172000005 BRATCHER,CHARLES E 13003 56TH AVE S LOT 1-3 EAST RIVERTON GARDEN TRS 2ND _ 2172000020 OBRYAN,ANITA & KELLY L 13009 56TH AVE S LOT 4 EAST RIVERTON GARDEN TRS 2ND 2172000025 ARCHER,BRYAN L 13013 56TH AVE S LOT 5 EAST RIVERTON GARDEN TRS 2ND 2172000030 LAMBERT,GLEN A TRUST 13017 56TH AVE S LOT 6 EAST RIVERTON GARDEN TRS ZND 2172000035 LAMBERT,GLEN A TRUST 13021 56TH AVE S LOT 7 EAST RIVERTON GARDEN TRS 2ND -- 2172000040 BRATCHER,CHARLES E 13027 56TH AVE S LOT 8 EAST RIVERTON GARDEN TRS 2ND 2172000045 WELLER,WILLIAM 13031 56TH AVE S LOT 9 EAST RIVERTON GARDEN TRS 2ND 2172000050 JONES,THOMAS A 13039 56TH AVE S LOT 10-11 EAST RIVERTON GARDEN TRS 2ND 2172000060 ANDERSON,JOSEPH BURKE & MP 13049 56TH AVE S LOT 12-13 EAST RIVERTON GARDEN TRS 2ND 2172000070 RAMELS,BRADLEY G 13055 56TH AVE S LOT 14 EAST RIVERTON GARDEN TRS 2ND 2172000075 MALONE,CATHERINE P 13057 56TH AVE S LOT 15 EAST RIVERTON GARDEN TRS 2ND 2172000080 B BENDFELT,ERIC T 13301 56TH AVE S LOT 16-18 EAST RIVERTON GARDEN TRS 2ND_ 2172000095 ZELLER,JILL M ETAL 13309 56TH AVE S LOT 19 & 20 EAST RIVERTON GARDEN TRS 2ND 2172000105 BOLGEN,RICKEY FINN 13315 56TH AVE S LOT 21 EAST RIVERTON GARDEN TRS 2ND 2172000110 TINGLEY,BRYCE K & CHRISTINE A 13319 56TH AVE S LOT 22 EAST RIVERTON GARDEN TRS_2ND____ 2172000115 FLICK,KEITH 13325 56TH AVE S 56TH AVE S LOT 23 EAST RIVERTON GARDEN TRS 2ND 2172000120 TNG INVESTMENT PROPERTIES 13327 LOT 24 EAST RIVERTON GARDEN TRS 2ND 2172000125 WHITEHEAD,MARYELLEN 13335 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2ND 2172000126 WHITEHEAD,MARY ELLEN 13331 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2ND___ 2172600130 2172000140 DAVIS,AUDREY J 13341 56TH AVE S LOT 26-27 EAST RIVERTON GARDEN TRS 2ND COLLINGWOOD,KEITH G 13343 56TH AVE S LOT 28 EAST RIVERTON GARDEN TRS 2ND 2172000145 TONGUE,ROY & H LIVING TRUST 13347 56TH AVE S LOT 29 EAST RIVERTON GARDEN TRS 2ND 2172000150 PENOR,CHARLIE P JR & HELEN C 13351 56TH AVE S LOT 30 EAST RIVERTON GARDEN TRS 2ND 2172000155 CASTILLO,JOSE 13355 56TH AVE S LOT 31 EAST RIVERTON GARDEN TRS 2ND 2172000160 WHEATON,GERALD A JR & JANE 13361 56TH AVE S LOT 32 EAST RIVERTON GARDEN TRS 2ND 2172000165 TOON,WILLIAM B & WENDY L 13360 56TH AVE S LOT 33 EAST RIVERTON GARDEN TRS 2ND LESS r2172000175 ROBERTSON,SUZANNE L 13354 56TH AVE S LOT 34 EAST RIVERTON GARDEN TRS 2ND 2172000180* WHITHEAD,MARY ELLEN 13350 56TH AVE S LOT 35 EAST RIVERTON GARDEN TRSN 2ND 72000185 AKERS,EDDIE & BARBARA 13344 56TH AVE S LOT 36 EAST RIVERTON GARDEN TRS 2ND L21 2172000190 BOECHLER,DWIGHT 13340 56TH AVE S SLOT 37 EAST RIVERTON GARDEN TRS 2ND 2172000195 MILLER,BRIAN E 13336 56TH AVES LOT 38-39 EAST RIVERTON GARDEN TRS 2ND 2172000205 THORNTON,RALEIGH J 13328 56TH AVE S LOT 39-40 EAST RIVERTON GARDEN TRS 2ND 2172000210 FINN,SANDRA L 13324 56TH AVE S LOT 41 EAST RIVERTON GARDEN TRS 2ND 2172000215 ALBRITTON,JONETH C 13312 56TH AVE S LOT 42-43 EAST RIVERTON GARDEN TRS 2ND 2172000225 HEISTUMAN,TODD 1 13302 56TH AVE S LOT 44-45-46 EAST RIVERTON GARDEN TRS 2ND 2172000240 EGBERT,DANIEL 5612 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND 2172000241 SEIFERT,SUZANNE JEAN 5630 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND 2172000242 MCMANUS,BEARL E 5610 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND 2172000250 KNUDSON,GERALD 13140 56TH AVE S LOT 49-50 EAST RIVERTON GARDEN TRS 2ND r2172000260 KNUDSON,JERRY C 13045 57TH AVE S LOT 51 EAST RIVERTON GARDEN TRS 2ND 2172000265 EISIMINGER,WILLIAM F 13039 57TH AVE S LOT 52 EAST RIVERTON GARDEN TRS 2ND 2172000266 CALKINS,EARL W & TRESA 13042 56TH AVE S LOT 52 EAST RIVERTON GARDEN TRS 2ND 2172000271 DOKKEN,OAVID C & PEGGY L 13035 57TH AVE S LOT 53 EAST RIVERTON GARDEN TRS 2ND 2172000275 NEFF,DENNIS D 13036 56TH AVE S LOT 53-54 EAST RIVERTON GARDEN TRS 2ND 2172000280 2172000285 BRATCHER,CHARLES & JACKSO' 13030 56TH AVE S LOT 55 EAST RIVERTON GARDEN TRS 2ND LANDRETH,CHAD M 13022 56TH AVE S LOT 57 EAST RIVERTON GARDEN TRS 2ND 2172000290 BRATCHER,CHARLES E & MARGA 13003 56TH AV S LOT 56 EAST RIVERTON GARDEN TRS 2ND 2172000295 ANDERSON,ROBERT W III 13012 56TH AVE S LOT 58 TO 63 EAST RIVERTON GARDEN TRS 2ND 2172000296 LONG,TIMOTHY L 13004 56TH AVE S ,LOT 58 THRU 64 EAST RIVERTON GARDEN TRS 2I 2172000320 2172000330 2172000335 KOSEL,ALICE 13008 57TH AVE S LOT 63-64 EAST RIVERTON GARDEN TRS 2ND LOT 65 EAST RIVERTON GARDEN TRS 2N5 KINNEIR,GERALDINE S 5710 S 133RD ST 13048 57TH AVE S BUCK,DIANE E LOT 66 EAST RIVERTON GARDEN TRS 2ND 2172000340 BARENE,R 0 13044 57TH AVE S LOT 67-68 EAST RIVERTON GARDEN TRS 2ND 2172000385 SCHWAB,ANTHONY S 30TH PL LOT 76 EAST RIVERTON GARDEN TRS 2ND 3347400135 3347400140 3347400145 BEYERS,CYNDEE & EDWARD L 11616 42ND AVE S LOT 19 & A BLK 2 HILLMANS MEADOW GARDENS t CODY,RHONDA F 11620 42ND AVE S LOT 20 BLK 2 HILLMANS MEADOW GARDENS DIV 1 THOMAS,MARGUERITE L 11630 42ND AVE S LOT 21 -22-23 BLK 2 HILLMANS MEADOW GARDEN 24-25-26 BLK 2 HILLMANS MEADOW GARDEN; LOT 25-26 BLK 2 HILLMANS MEADOW GARDENS O F LOT 27-28-29 BLK 2 HILLMANS MEADOW GARDEN; LOT 30 BLK 2 HILLMANS MEADOW GARDENS DIV 1 LOT 31 BLK 2 HILLMANS MEADOW GARDENS DIV 3347400160 BOLING,ROBERT & REBECCA LOT 24-25 -26 HILLA/LOT 11642 42ND AVE S 11646 42ND AVE S 3347400168 3347400175 3347400180 3347400185 GARAY,ALFREDO RIVAS TUKWILA SCHOOL DIST 406 BAKER,ROGER E 11658 42ND AVE S BAKER,ROGER E 11662 42ND AVE S 3347400190 3347400200 BELCHER,MICHAEL A SMOJUER,LEE & LINDA 11666 42ND AVE S 11802 42ND AVE S LOT 32-33 BLK 2 HILLMANS MEADOW GARDENS D LOT 34-35 BLK 2 HILLMANS MEADOW GARDENS D '3347400210 LOCKE,VERA DUWAMISH COM PRESBY CHURC 11810 42ND AVE S 11814 42ND AVE S LOT 36 BLK 2 HILLMANS MEADOW GARDENS DIV i 3347400215 LOT 37 BLK 2 HILLMANS MEADOW GARDENS DIV 1 3347400220 CASE,JR DUANE M 11818 42ND AVE S LOT 38 BLK 2 HILLMANS MEADOW GARDENS DIV 1 3347400225 3347400235 FERTAKIS,JON E & MARY E 11822 42ND AVE S LOT 39-40 BLK 2 HILLMANS MEADOW GARDENS D KROBERLISA & ANDREAS B 11830 42ND AVE S LOT 41-42 BLK 2 HILLMANS MEADOW GARDENS D 3347400245 BARNETT,JAMES 11838 42ND AVE S LOT 43 BLK2 HILLMANS MEADOW GARDENS DIV1 3347400250 SIMPSON,IRENE A 11840 42ND AVE S LOT 44 BLK 2 HILLMANS MEADOW GARDENS DIV; 3347400255 SHRINER,ROYCE 11850 42ND AVE S LOT 45-46 BLK 2 HILLMANS MEADOW GARDENS D 3347400265 3347400275 EXTINE,WARREN W & CASSANDF 11854 42ND AVE S LOT 47-48 BLK 2 HILLMANS MEADOW GARDENS D EXTINE,ZACKERY M 11862 42ND AVE S Lot 50 2 HILLMANS LOT 49 BLK 2 HILLMANS MEADOW GARDENS DIV 1 3347400280 TRAN,YEN NGA T IN LOT 50 Blk 2 HILLMANS MEADOW GARDENS DIV # 20080520000332.005 Grantee: (continued on page 2, 3 & 4) Parcel # Owner Location Legal Description 3347400285 TENG,TIENWIN 12016 42ND AVE S LOT 51-52 BLK 2 HILLMANS MEADOW GARDENS D 3347400290 HATT,STEVEN L 12020 42ND AVE S LOT 52-53 BLK 2 HILLMANS MEADOW GARDENS D 3347400300 CITY OF TUKWILA 12026 42ND AVE S LOT 54-55 BLK 2 HILLMANS MEADOW GARDENS D 3347400310 BYRD,ELIZZA JEANEZ 12034 42ND AVE S LOT 56 BLK 2 HILLMANS MEADOW GARDENS DIV 1 3347400315 3347400320 MEGALE,JOSEPH P 12038 42ND AVE S LOT 57 BLK 2 HILLMANS MEADOW GARDEN DIV #1 PITZER HOMES INC Lot 58 2 HILLMANS h LOT 58 BLK 2 HILLMANS MEADOW GARDEN DIV #1 3347400325 3347400335 WIEMAN,DANIEL 12048 42ND AVE S LOT 59-60 BLK 2 HILLMANS MEADOW GARDENS D MCDERMOTT,MICHAEL & SARAH 12054 42ND AVE S LOT 61 BLK 2 HILLMANS MEADOW GARDENS DIV 1 3347400340 WOOD,HARTSELL W 12058 42ND AVE S LOT 62 BLK 2 HILLMANS MEADOW GARDENS OIV t 3347400345 BIGELOW,GLADYS L 12062 42ND AV S LOT 63-64 BLK 2 HILLMANS MEADOW GARDENS D 3347400795 UNION TANK WORKS INC LOT 15-16 HILLMAN' LOT 15-16 BLK 4 HILLMANS MEADOW GARDENS D 3347400810 FRAUENHEIM,JOSEPH L & MARIE 44TH PL S & 46TH A LOT 17 BLK 4 HILLMANS MEADOW GARDENS DIV 3347400815 FRAUENHEIM,JOSEPH L & MARIE 12014 44TH PL S LOT 18-19 BLK 4 HILLMANS MEADOW GARDENS D 3347400825 MEYERS,PATTI ETAL 44TH PL S & 46TH A LOT 20-21 BLK 4 HILLMANS MEADOW GARDENS D 3347400840 PRIMACIO,RICHARD KANANI 12034 44TH PL S LOT 22 THRU 25 BLK 4 HILLMANS MEADOW GARD 3347400860 KALALAU,PATRICK K & DESIREE i 12048 44TH PL S LOT 26-27 BLK 4 HILLMANS MEADOW GARDENS D 3347400870 LYMAN,ROBERT 12050 44TH PL S LOT 28 BLK 4 HILLMANS MEADOW GARDENS OIV i 3347400875 DERRAMAS,BIENVENIDO R & EDP 12054 44TH PL S LOT 29 BLK 4 HILLMANS MEADOW GARDENS DIV 3347400880 PHAN,JIMMY 12060 44TH PL S LOT 30-31 BLK 4 HILLMANS MEADOW GARDENS D 3347400900 STANLEY,SHARON L 12072 44TH PL S LOT 32-33 BLK 4 HILLMANS MEADOW GARDENS D 3347400910 STANLEY,SHARON L 44TH PLS & S 121 S1 LOT 34-35 BLK 4 HILLMANS MEADOW GARDENSD 3347400915 WILKINSON,DOREEN 12084 44T1-1PL S LOT 36-37 BLK 4 HILLMANS MEADOW GARDENSD 3347400930 WANG,TONY T T & SHERRY S F 12092 44TH PL S 44TH PLS & S 122N LOT 38 & 39 BLK 4 HILLMANS MEADOW GARDENS 3347400935 GLESSNER,JIM I LOT 40 BLK 4 HILLMANS MEADOW GARDENS DIV i 3347400945 OLSON,KATHLEEN M 4904 S 122ND ST LOT 41 & 42 BLK 4 HILLMANS MEADOW GARDENS 3347400950 3347400965 OLSON,KATHLEEN M 44TH PL S & S 122N LOT 43 BLK 4 HILLMANS MEADOW GARDENS DIV 1 LOFTUS,THOMAS J 4918 S 122ND ST LOT 43-44 BLK 4 HILLMANS MEADOW GARDENS D 3347401330 3347401475 MALARA PROPERTIES LLC 12065 44TH PL S LOT POR BLK 6 HILLMANS MEADOW GARDENS DI'' MATEVOSOV,ARAM 12091 44TH PL S LOT 30-31 BLK 6 HILLMANS MEADOW GARDENS 0 3347401485 MALARA PROPERTIES LLC 12065 44TH PL S 13036 57TH AVE S LOT 32 BLK 6 HILLMANS MEADOW GARDENS DIV 7344000011 HOANG,JERRY LOT 1 RIVERSIDE PARK ADD 7344000020 DYSON,PATRICIA A 5702 S PAMELA DR LOT 2 & 3 RIVERSIDE PARK ADD 7344000040 POWELL BUILDERS INC PAMELA DR LOT 4 RIVERSIDE PARK ADD 7344000050 VALLIEU,DENNIS PAMELA DR LOT 5 RIVERSIDE PARK ADD 7344000060 CITY OF TUKWILA PAMELA DR LOT 6 RIVERSIDE PARK ADD 7344000070 CITY OF TUKWILA PAMELA DR LOT 7 RIVERSIDE PARK ADD 7344000080 CITY OF TUKWILA PAMELA DR LOT 8 RIVERSIDE PARK ADD 7344000090 CITY OF TUKWILA PAMELA DR LOT 9 RIVERSIDE PARK ADD 7344000110 BEHR,TED 5703 S PAMELA DR LOT 10 & 11 RIVERSIDE PARK ADD 7344000120 SALLIA,LISA L 5701 S PAMELA DR LOT 12 RIVERSIDE PARK ADD 20080520000332.006 City of Tukwila Washington Ordinance No. of 1 Cl AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, 'WASHINGTON, ESTABLISHING SEWER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; ESTABLISHING WATER CONNECTION ELLS FOR ALLENTOWN PHASE 2 AND FOSTER POINT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, upon completion of the Allentown Phase 2 and Foster Point neighborhood revitalization project that installed water, sewer and surface water improvements, the City Council desires to have in place an equitable and adequate rate structure to finance the operation and maintenance of the water and sewer utilities; and WHEREAS, water and sewer lines meet Washington State Department of Health standards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection fee that is determined by the infrastructure construction cost and total number of potential connections; and WHEREAS, Allentown Phase 2 and Foster Point sanitary sewer construction costs have been projected based on approximately 250 connections; and WHEREAS, Allentown Phase 2 and Foster Point water construction costs have been projected based on approximately 250 total connections; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. Sewer Connection Charges 14.17.050 Allentown Phase 2 and Foster Point Sewer Connection Charges. A. Allentown Phase 2 and Foster Point homes existing on September 1, 2007 will be required to connect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral, and if: 1. -septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Tukwila's Allentown Phase 2 and Foster Point sewer connection fee will start at $15,000 and increase by $600 (4% of $15,000) per year until 2017, in accordance with RCW 35.92.025: 20080520000332.001 Until Charge December 31, 2008 $15,000.00 December 31, 2009 $15,600.00 December 31, 2010 $16,200.00 December 31, 2011 $16,800.00 December 31, 2012 $17,400.00 December 31, 2013 $18,000.00 December 31, 2014 $18,600.00 December 31, 2015 $19,200.00 December 31, 2016 $19,800.00 December 31, 2017 $20,400.00 The maximum Allentown Phase 2 and Foster Point sewer connection fee thereafter will be $20,400.00, in accordance with RCW 35.92.025. C. Payment options for Tukwila's Allentown Phase 2 and Foster Point sewer connection fees are as follows: 1. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be deferred if applicants qualify as low-income households in accordance with City policies that are in effect at the time of application. The sewer connection fee will be placed as a lien on the property's title, and must be paid before there is a change of ownership. 2. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be paid on a time plan, included with their monthly water bills. The monthly payment, with an annual interest rate of 4%, will be calculated for a 5-year, 10-year, or 15-year term. Only existing individual single-family applicants are eligible for the payment plans. 3. New homes constructed after September 1, 2007 are required to make full sewer connection fee payment before issuance of the City of Tukwila's building permit. New homes are also required to pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 4. Change of ownership requires payment in full of the sewer connection fees. Remodeling construction is required to pay sewer connection fees prior to issuance of building permit unless home is on the payment plan, which may be continued. 5. Monthly payments may be started prior to obtaining a sewer connection permit. 6. Monthly payments may be initiated as a payment method until December 31, 2017 for Allentown Phase 2 and Foster Point. After December 31, 2017, the sewer connection fee must be paid in full. D. Notice of sewer availability and connection requirements shall[ be placed on titles of properties within Tukwila's Allentown Phase 2 and Foster Point area with sewer service. Section 2. Water Connection Charges 14.17.060 AIlentown Phase 2 and Foster Point regular water connection charges. A. Residences existing prior to September 1, 2007 and connected to the water system will not be assessed a water connection fee. B. New . homes constructed after September 1, 2007 are required to make full water connection fee payment upon issuance of the building permit. 20080520000332.008 C. Tukwila's Allentown Phase 2 and Foster Point water connection fees will start at $8,247.13 for any new single-family water connection, and will increase by $329.88 (4% of $8,247.13) per year until 2017, in accordance with RCW 35.92.025: Until Charge December 31, 2008 $ 8,247.13 December 31, 2009 $ 8,577.01 December 31, 2010 $ 8,906.89 December 31, 2011 $ 9,236.77 December 31, 2012 $ 9,566.65 December 31, 2013 $ 9,896.53 December 31, 2014 $10,226.41 December 31, 2015 $10,556.29 December 31, 2016 $10,886.17 December 31, 2017 $11,216.05 The maximum Allentown Phase 2 and Foster Point water connection fee thereafter will be $11,216.05, in accordance with RCW 35.92.025. Section 3. Boundaries. 14.17.070 Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and South 115th Street on the north. Foster Point is bordered by South 130th Place to the east, the Duwamish River on the south and the north, and includes 56th Avenue South, 57th Avenue South, South 133rd Street and Pamela Drive. The areas are shown on the attachment to this ordinance, and incorporated herein by this reference as if set forth in full. Section 4. Funding. 14.17.080 Funding recovery review. The successful implementation of later phases of the Sewer Plan for the four residential areas is dependent on the repayment of general fund revenues from the connection fees. The City Council will review connection requirements, exemptions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded. Section 5. Severabiiity. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 6. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF JHE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this o� ©T" day of 3 5 , 2007. ATTEST/ AUTHENTICATED: _ -bc v L n E. Cantu, `EMC, City Clerk APPROVED AS TO 0 Steven M. Mullet, Mayor Filed with the City Clerk: e - vS -- 0 Q BY: Passed by the City Council: g aO - c7r) Published: S - •3 - c 7 Effective Date: '- ST - O� e Ci ?" tt rney Ordinance Number: Attachment: Map — Allentown and Foster Point Improvements, Phase 2 20080604000746.001 Return: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188-2599 Title: Grantor: Grantee: 11111111111111 20080604000746 TUKWILiI CITY 0 ORD PAGE001 OF 004 KING4COUNTY11uQ0 City of Tukwila Ordinance # 2177 - Sewer & Water Connection Requirements City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188 Blanket Document - see parties listed with associated parcels below. Legal Description: As listed and associated with parcels listed below. Assessor's Property Tax Parcel: Blanket Document - see parcels numbers below. Number ten 6-1 6-2 6-3 6-4 6-5 6-6 6-7 Parcel # 2172000070 2172000075 2172000080 2172000095 2172000105 2172000110 2172000115 Owner Location Legal Description _ RAMELS,BRADLEY G 13055 56TH AVE S LOT 14 EAST RIVERTON GARDEN TRS 21\ MALONE,CATHERINE P 13057 56TH AVE S LOT 15 EAST RIVERTON GARDEN TRS 21\ BENDFELT,ERIC T 13301 56TH AVE S LOT 16-18 EAST RIVERTON GARDEN TRS ZELLER,JILL M ETAL 13309 56TH AVE S LOT 19 & 20 EAST RIVERTON GARDEN TF BOLGEN,RICKEY FINN 13315 56TH AVE S LOT 21 EAST RIVERTON GARDEN TRS 21\ TINGLEY,BRYCE K & CHRISTINE h 13319 56TH AVE S LOT 22 EAST RIVERTON GARDEN TRS 21\ FLICK,KEITH 13325 56TH AVE S LOT 23 EAST RIVERTON GARDEN TRS 2N 6-8 2172000120 TNG INVESTMENT PROPERTIES 13327 56TH AVE S LOT 24 EAST RIVERTON GARDEN TRS 21\ 6-9 2172000125 WHITEHEAD,MARYELLEN 13335 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2N 13331 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2N 6-10 2172000126 WHITEHEAD,MARY ELLEN 6.11 2172000130 DAVIS,AUDREY J 6-12 2172000140 COLLINGWOOD,KEITH G 6-13 2172000145 TONGUE,ROY & H LIVING TRUST 6-14 2172000150 PENOR,CHARLIE P JR & HELEN C 6-15 2172000155 CASTILLO,JOSE 6-16 2172000160 WHEATON,GERALD A JR & JANE 6-17 2172000165 TOON,WILLIAM B & WENDY L 6-18 2172000175 ROBERTSON,SUZANNE L 6-19 2172000180 WHITHEAD,MARY ELLEN [6-21 2172000190 BOECHLER,DWIGHT 16-22 2172000195 MILLER,BRIAN E -23 2172000205 THORNTON,RALEIGH J 13341 56TH AVE S LOT 26-27 EAST RIVERTON CARDEN TRS 13343 56TH AVE S LOT 28 EAST RIVERTON GARDEN TRS 2N 13347 56TH AVE S LOT 29 EAST RIVERTON GARDEN TRS 21, 13351 56TH AVE S LOT 30 EAST RIVERTON GARDEN TRS 21\ 13355 56TH AVE S LOT 31 EAST RIVERTON GARDEN TRS 21, 13361 56TH AVE S LOT 32 EAST RIVERTON GARDEN TRS 2N 13360 56TH AVE S LOT 33 EAST RIVERTON GARDEN TRS 21\ 13354 56TH AVE S LOT 34 EAST RIVERTON GARDEN TRS 2N 13350 56TH AVE S LOT 35 EAST RIVERTON GARDEN TRSN 1 13344 56TH AVE S LOT 36 EAST RIVERTON GARDEN TRS 21\ -20 2172000185 AKERS,EDDIE & BARBARA 13340 56TH AVE S LOT 37 EAST RIVERTON GARDEN TRS 2N 6-24 2172000210 FINN,SANDRA L 6-25 J2172000215 LALBRITTON,JONETH C 13336 56TH AVE S LOT 38-39 EAST RIVERTON GARDEN TRS 13328 56TH AVE S LOT 39-40 EAST RIVERTON GARDEN TRS 13324 56TH AVE S LOT 41 EAST RIVERTON GARDEN TRS 2N 13312 56TH AVE S LOT 42-43 EAST RIVERTON GARDEN TRS 20080604000746.002 City of Tukwila Washington Ordinance No. 1 J 7 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, 'WASHINGTON, ESTABLISHING SEWER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; ESTABLISHING WATER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, upon completion of the Allentown Phase 2 and Foster Point neighborhood revitalization project that installed water, sewer and surface water improvements, the City Council desires to have in place an equitable and adequate rate structure to finance the operation and maintenance of the water and sewer utilities; and WHEREAS, water and sewer lines meet Washington State Department of Health standards including minimum water pipe diameter of 8 inches; and 'WHEREAS, any new water or any sewer connection will be assessed a connection fee that is determined by the infrastructure construction cost and total number of potential connections; and WHEREAS, Allentown Phase 2 and Foster Point sanitary sewer construction costs have been projected based on approximately 250 connections; and WHEREAS, Allentown Phase 2 and Foster Point water. construction costs have been projected based on approximately 250 total connections; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. Sewer Connection Charges 14.17.050 Allentown Phase 2 and Foster Point Sewer Connection Charges. A. Allentown Phase 2 and Foster Point homes existing on September 1, 2007 will be required to connect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral, and if: 1. -septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Tukwila's Allentown Phase 2 and Foster Point sewer connection fee will start at $15,000 and increase by $600 (4% of $15,000) per year until 2017, in accordance with RCW 35.92.025: 20080604000746.003 Until Charge December 31, 2008 $15,000.00 December 31, 2009 $15,600.00 December 31, 2010 $16,200.00 December 31, 2011 $16,800.00 December 31, 2012 $17,400.00 December 31, 2013 $18,000.00 December 31, 2014 $18,600.00 December 31, 2015 $19,200.00 December 31, 2016 $19,800.00 December 31, 2017 $20,400.00 The maximum Allentown Phase 2 and Foster Point sewer connection fee thereafter will be $20,400.00, in accordance with RCW 35.92.025. C. Payment options for Tukwila's Allentown Phase 2 and Foster Point sewer connection fees are as follows: 1. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be deferred if applicants qualify as Iow-income households in accordance with City policies that are in effect at the time of application. The sewer connection fee will be placed as a lien on the property's title, and must be paid before there is a change of ownership. 2. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be paid on a time plan, included with their monthly water bills. The monthly payment, with an annual interest rate of 4%, will be calculated for a 5-year, 10-year, or 15-year term. Only existing individual single-family applicants are eligible for the payment plans. 3. New homes constructed after September 1, 2007 are required to make full sewer connection fee payment before issuance of the City of Tukwila's building permit. New homes are also required to pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 4. Change of ownership requires payment in full of the sewer connection fees. Remodeling construction is required to pay sewer connection fees prior to issuance of building permit unless home is on the payment plan, which may be continued. 5. Monthly payments may be started prior to obtaining a sewer connection permit. 6. Monthly payments may be initiated as a payment method until December 31, 2017 for Allentown Phase 2 and Foster Point. After December 31, 2017, the sewer connection fee must be paid in full. D. Notice of sewer availability and connection requirements shall be placed on titles of properties within Tukwila's Allentown Phase 2 and Foster Point area with sewer service. Section 2. Water Connection Charges 14.17.060 Allentown Phase 2 and Foster Point regular water connection charges. A. Residences existing prior to September 1, 2007 and connected to the water system will not be assessed a water connection fee. B. New homes constructed after September 1, 2007 are required to make full water connection fee payment upon issuance of the building permit. 20080604000746.004 C. Tukwila's Allentown Phase 2 and Foster Point water connection fees will start at $8,247.13 for any new single-family water connection, and will increase by $329.88 (4% of $8,247.13) per year until 2017, in accordance with RCW 35.92.025: Until Charge December 31, 2008 $ 8,247.13 December 31, 2009 $ 8,577.01 December 31, 2010 $ 8,906.89 December 31, 2011 $ 9,236.77 December 31, 2012 $ 9,566.65 December 31, 2013 $ 9,896.53 December 31, 2014 $10,226.41 December 31, 2015 $10,556.29 December 31, 2016 $10,886.17 December 31, 2017 $11,216.05 The maximum Allentown Phase 2 and Foster Point water connection fee thereafter will be $11,216.05, in accordance with RCW 35.92.025. Section 3. Boundaries. 14.17.070 Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and South 115th Street on the north. Foster Point is bordered by South 130th Place to the east, the Duwamish River on the south and the north, and includes 56th Avenue South, 57th Avenue South, South 133rd Street and Pamela Drive, The areas are shown on the attachment to this ordinance, and incorporated herein by this reference as if set forth in full. Section 4. Funding. 14.17.080 Funding recovery review. The successful implementation of later phases of the Sewer Plan for the four residential areas is dependent on the repayment of general fund revenues from the connection fees. The City Council will review connection requirements, exemptions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded. Section 5. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 6. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this c�- O Ttl day of uk u 6LT , 2007. ATTEST/ AUTHENTICATED: fl E. Cantu, MC, City Clerk APPROVED AS TO . BY: Steven M. Mullet, Mayor Filed with the City Clerk: Passed by the City Council: Published: 8 - 3 . c 7 Effective Date: ''- g . 07 Ordinance Number: )1 Attachment: Map -- Allentown and Foster Point Improvements, Phase 2 PLAT OF 64 pew, f �Idclltyi(�rt. E!i8tIIiver'ton lkirdiw /ir.w /905 ' • 70 /f/NG GOU/V'7Y WA5H. • DESCRIPTION , k7/ of / d SECQNO .9DO/770N OF t. T FY/ViTRTOry 6//80EN rtz.c :5 err71,rci'aec G//a' /he !iGU/hw / Q1vGr/s1 01 //: 0czb ea5t Quarle✓ and /of Tnv • . 7 Se f og /; and >Al Na >n eo,' C.anrki u! , Narr/7e. / Q or;..r aria` /cds Two, 7%fiu- ar/d Six rn Sc.:Aon /4 QI/ iri Townsh,;o (2<3 ,ekNh '''.! !' ,L'aul of The irC7/ Pv nt /s /!x .Sx/hcos: ca>r r ^' saw ic>/ ! .. c%hns Lh zS/cn C/o%rn vvh,O" is 296%83 fre/ J efiz± e2'30"/^✓.' n,%/be. onc//n Goiner 91S ' /On//; T 2,3/14' R. 4 Eadc`fhe .n', .. .47/ /-at, Trocj S/rcrJ .9vcn4/e, CbunRf ;Toad orxl r f rva�:'b rk J 5 5.'Z5 ore a5 anoivn cvr pin/ .r7 feet. COrrxns "node rY C. on >to pint ore SC/ vr7 / Jim /n a of ✓%le and orb i,/errd'md Oi "1//trJrcc Corner., to I/7C /rue COmcres to LL✓-Y.5706/is/i ed on i/7G No tao i- i7C AE.DICATION /(NON✓ 4L.L MEN BY T/153E F RESE/YT, 777o7' t W PPC7he-ncrrs/r/ei /rr re-s/mp/c O the obo7m dcyeribed /Awl o// rar/d embrareo`7e' Onr cd /.tol 3EG'OND .4D/J/T/CN F.A.5 Tf7/YER TON of/R.4 N TR9C7`5 Of Nnqq Caan/y {iftSh/f79Yd7 does ixre4j "noire and dec/Ore. _Said pk/t End (*(2' co% }o a x use, of # po/s fo ry r 0.5 and for mi/3�'.t��h.s ss a// .,/"ls, o ' o s, eoe/n roads, arrd rightt ,'s a .F(.. ^5/Ca('7rlyd?h 1Cro f.7 r✓,tr/e.5.5 wh .reef / hove. hereunto sC/ . , band GYRO -5c[/ day of Occcrnbc.r i905, /r7 rorE zrl/ec of ��\ t !'Y P/57a/kel. Ciro E.\',^!!:,•I ry rO e as 77v9..5 a/4 Srpercf. . /).C. Jcrr9cns _ P P .. . 5..A&.E i�_7'J.:• ApPro.ed>h..; /4Cklc�r:o{Ckc:rnfa_-'r,.' Gxrn./yrsir' c yaw FxO wn d and ?opr0..6d e,C YX: eSfOrr.''' O Cc��nru' Dec. /'/.O /905. 2(J 5i7.7ny2 Na 367/Z5 rucard a/_r ere5/-91 ii PFt7Nr_n, D. 5 O/ ,55 ruin. / ti off ara0'rece.,Ved rr7 l/o/ /.2 Plo/5 p29e 79 Re^o/2/s orf Ff.•ri9 vilasti c%P �,Yfi Ta. GE a:G. 51 ' ; Za 155 Is5 111 1 1 a• l I D: 12 '1 ACKINOWLEDGMENT Str7/e OrdYGSh,n n} to' „ o//ing County ri/;5 ,5 /o cerl/ lfxa/ orr >h l5 0 t!z 4 be.ikee. /rc ihO urxa'ri,59k)°d a No%ry pr_sb/re. /n -nod � /O, /iz .5fo0 G/yyv.5hs g7so, du/r� c�n7rr/�S.S/orxd c7/xa s/YOY/2 Or./.7On.2%/• 02,12P. vY/Gf /ram Pr rsc»t5/iy irr7Cuvn to 'zss fa be >he /nOr✓,h'ua/ wfio..r_ rr,217 r:s sub.subec/"Io .02a fn c/r� Prat arcs ryc:� <O1 a�n oral -xrrno / 50 To rr/c ;i s/ bi s�/gxr7oS araa'seakd /t.•a .somr.. ri5 hs /ise ort5 vc/u ?/0/y / drx/ CCea fOr >hc /,srs praC pc/1;0r5e5 /• er+.n Y77CLO2i'nncd OWYi`r OS h/S a^..('. Or7CY set r- proacrty //✓i � s mu harxf and 9jf Ana/ doy crrd yea-, n tt»s c/rr f/ca/e fi.s/ abate v✓ril}er7, D. /kt 7o9tgart Nofory Pub/ c ri/ of for the -Vote 9/ 79 a 1157 ..... -= I' 105 DRAINAGE REPORT NGUYE SHORT PLAT 1 3 3 1 2 =:'5 6 T" AVENUE SOUTH KvILA, WA IVED FEB 22 2016 1 K/V LA PUBLIC WORKS 4701 SW Admiral Way, Ste 353 • Seattle, WA 98116 • (206) 446-1291 LIG-0006 ..J - Land Development & Civil Engineering Consultants NGUYEN SHORT PLAT 1 3 3 1 2- 5 6 T H AVENUE SOUTH T U K W I L A, WA Revisions: Original - January 2016 I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. RECEWF FEB 22 2016 THE CONCPE�PTGGROUP ^�i Community Development Table of Contents ACRONYM TERMINOLOGY I SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 1 SOILS INFORMATION 2 SECTION 2: CONDITIONS AND REQUIREMENTS 3 DESIGN REQUIREMENTS 3 SECTION 3: OFFSITE ANALYSIS 5 SCOPE OF ANALYSIS 5 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 9 EXISTING HYDROLOGY 9 EXISTING NATURAL LOCATION OF DISCHARGE 9 DEVELOPED SITE HYDROLOGY 9 PERFORMANCE STANDARDS - LEVEL 2 FLOW CONTROL 9 KCRTS HYDROLOGIC MODEL INPUT 9 FLOW CONTROL 11 WATER QUALITY 11 SECTION 5: CONVEYANCE SYSTEM 12 1 O0-YEAR FLOOD/OVERFLOW CONDITION 12 SECTION 6: SPECIAL REPORTS AND STUDIES 12 SECTION 7: OTHER PERMITS 12 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN 13 CONSTRUCTION SEQUENCE AND PROCEDURE 13 TRAPPING SEDIMENT 14 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 14 SECTION 10: OPERATIONS AND MAINTENANCE 14 Appendices Appendix A: Soils Data Appendix B: Proposed Drainage Plan & Calculations Appendix C: Erosion Control ACRONYM TERMINOLOGY " Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on -site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 13312 - 56th Ave South in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by the King County. fi Nguyen Short Plat -Technical Information Report January 2016 SECTION 1: PROJECT OVERVIEW The property is located at 13312 - 56th Ave South in Tukwila, Washington. The property is currently developed with a single family residence that will remain. The project proposes to short plat the property into a total of four (4) lots, construct a private access road and associated stub -outs for future stormwater BMP and utility hook-ups. Site Information Location: 13312 - 56th Ave South; Tukwila, Washington County, State: King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Figure 1 — Vicinity Map / Site Location Not -to -Scale Drainage Basin The property lies within the Duwamish River drainage basin, in the Duwamish — Green River watershed. The entire site drains to this basin. Elevations on the site vary from a high point of 18 feet at the northwestern property corner to 10 feet at the southern property line, with grades varying between 2.0% to 25.0%. The Concept Group Page 1 Nguyen Short Plat -Technical Information Report January 2016 J3327 03328 (0.3312 „1332a 613301 `133f13 / I J3302 - ••••-. ,7W .,ventr c sth Pare 3306 Project Location Figure 2 — Drainage Basin Study Area Map Not -to -Scale Soils Information Soils Survey The Geologic Map of the King County indicates the soil type within the project as Alluvium deposits (Qal). A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on December 7, 2015. The analysis confirms that the soils at the site are composed of gray, fine -silty sand, not suitable for infiltration. Refer to Appendix A for the sieve analysis. Nongtacial Deposits (Holocene) 1 1 Of- Fan deposits I I m- Modified land Oal - Alluvium af-Arf.valfu7 ( Owl - Olderaluvium Om* - Mass wastage deposits Qom - Osceola muditow Geologic Map of King County Cmpkd W tk.et. B. Boom. KaOiY . Troost i naivete. wtsne. Ma nh soOZ Figure 3 — Soils Map Not -to -Scale The Concept Group Page 2 Nguyen Short Plat -Technical Information Report January 2016 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project adds more than 5,000 SF of new impervious surface; therefore is subject to full drainage review. Table 1 provides a summary to the project stormwater design requirements. Table 1 - Jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt - less than 0.10 CFS) Water Quality: Basic (Exempt - less than 5,000 SF PGIS) Conveyance: 25 year, developed event Downstream Analysis: 'IA mile downstream Core Requirements The eight (8) Core Requirements of the SWM drainage requirements along with the five (5) Special Requirements are discussed in detail in this section. Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the entire project presently sheet flows from the northwestern portion of the property towards the southeastern portion of the property and discharges directly into the Duwamish River. In the developed condition, stormwater from rooftops will be tight -lined to the city storm system located on 56`h Avenue South and eventually discharge to the Duwamish River. Core Requirement #2: Offsite Analysis An offsite analysis which includes a 'IA mile downstream analysis is discussed in detail in Section 3 of this report. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control. However, this project is exempt from flow control requirements because the proposed project generates less than a 0.10 cfs increase in the existing site condition 100-year peak flow rate. Refer to Section 4 of this report for a detailed analysis of the flow control exemption. Core Requirement #4: Conveyance System The conveyance system for the project has been designed to convey the 100-year storm event. Refer to Section 5 of this report for detailed conveyance calculations. The Concept Group Page 3 Nguyen Short Plat -Technical Information Report January 2016 Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from water quality requirements because it proposes Tess than 5,000 SF of PGIS. Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map # FM53033C0957F, the project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community 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 2009 KCSWM; therefore, it is exempt from Special Requirement #5. The Concept Group Page 4 Nguyen Short Plat -Technical Information Report January 2016 SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The site is located adjacent to the natural point of discharge; therefore, the study area of the downstream analysis only to the point of discharge as shown in Figure 4 below. JJ1 flow path direction `13328 413308 `13303 13312 Figure 4 — Study Area Map Not -to -Scale i13301 discharge location: Duwamish River The Concept Group Page 5 Nguyen Short Plat -Technical Information Report January 2016 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #FM53033C0957F, the project area is located in Zone X, a 500-year flood plain zone. NAAINAL ROD INSURANCE PIDCRAAI FIRM I'- ROOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL Biz OF 1R5 FxdrriA Fxiwr,w Figure 5: FEMA Map Not -to -Scale MAP NUMBER 53033C0951 F MAP REVISED: MAY 18,1945 pgtmrnt Ag�+n • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a '/4 mile downstream of the project within the last 10 years. No complaints were found downstream of the project site. Project Location Figure 6 — Drainage Complaint Map Not -to -Scale '/4 mile downstream location ,F.'/// The Concept Group Page 6 Nguyen Short Plat -Technical Information Report January 2016 • Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. Environmentally Sensitive Areas Erasion hazard (1990 SAO) Seismic hazard (1990 SAO) 0 I.andsllde hazard (1990 SAO) 0 Coal mhle hazard (1990 SAO) Stream (1890 SAO) 'MMO dnna 1 — pass 2 perennial — class 2 sermonic) - pass 3 • unclassllled Wetland (1990 SAO) 0 Sensitive area notice an title Figure 7 — Sensitive Areas Map (Wetland) Not -to -Scale • Sensitive Area Map (Erosion Hazard & Landslide): The project site is not located near a mapped Hazard or Landslide area per the King County iMAP. 13325 "• J, J3319 y' `13304 `13331 ,M1 Q'- -, • .I�` `.3303 4 `13327�b CP4i3302 +.. 133Ir ' r s13305 ' St iI 1331 13333'06 •133a1 03324 " *1332$ Project • 1 Location `13347 • J33 40 ✓� 413344 `13350 /i?n ///i/ Environmentally Sensitive Areas Erosion hazard ((990 SAO) Seismic hazard (1990 SAO) 0 Landslide hazard (1990 SAO) Coal mine hazard (1990 SAO) Stream (1990 9A0) class 1 -- pass 2 perennial '— pass 2 salmanld — pass 3 un0Aassmed Wetland (1990 SAO) Sensitive area notice on title 111 Figure 8 — Sensitive Areas Map (Erosion Hazard & Landslide) Not -to -Scale The Concept Group Page 7 Nguyen Short Plat -Technical Information Report January 2016 • Sensitive Area Maps (Aquifer Recharge): The majority of the project site is not located in a mapped Aquifer Recharge area per the King County iMAP. 13325. • 43319c6 13331 Q • \ •13347 • p' 13340 13344 13350 `.3327e 13335 `33304 `13306 s \. •1331 613341 '- 03324 `13328, • 41.3303 `13305 • �5710 hM30 Sou 103O6 Project Location Environmentally Sensitive Areas Erasion hazard 11990 SAO) Servile hat ard (1000 SAO) 0 Landslide hazard (1990 SAO) 0 Coal mine hazard (1990 SAO) Stream (1990 SAO) class 1 - dais 2 perennial class 2 salmonld - Gabs 3 undararhed Wetland (1990 SAO) Sensitive area notice an title Figure 9 — Sensitive Areas Map (Aquifer Recharge) Not -to -Scale Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on December 28, 2015. The weather was cloudy with light drizzles, temperatures in the low 40's degrees Fahrenheit. The property is currently developed with one (1) single-family residence which will remain. The project proposes to short plat the existing property into a total of four (4) parcels and install a private access road with utility and stormwater stub -outs for future development. The property is accessed from 56th Avenue South. Stormwater runoff from the project currently sheet flows in a southeasterly direction towards the Duwamish River. Based on this field inspection and research of King County records; there are no apparent erosion or capacity problems within 1/4 mile downstream of this project. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection and review of past drainage complaint records, there appears to be no current significant erosion or capacity problems within a 1/4 mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be tight -lined to the public drain system located along 56`h Avenue South. The Concept Group Page 8 Nguyen Short Plat -Technical Information Report January 2016 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology The property is currently developed with a single family residence. The general topography of the site slopes from northwest to southeast. Elevations on the site vary from a high point of 18 feet at the northwestern property corner to 10 feet at the southern property line, with grades varying between 2.0% to 25.0%. Stormwater runoff from the entire project presently sheet flows from the northwestern portion of the property towards the southeastern portion of the property and discharges directly to the Duwamish River. Existing Natural Location of Discharge During heavy rainfall events, stormwater sheet flows to the southeastern portion of the property and discharges into the Duwamish River. Developed Site Hydrology In the developed condition, stormwater from the roofs will be tight -lined to the public drainage system located on 56th Avenue South and eventually discharge to the Duwamish River. Developed Onsite Assumptions Table 2 outlines the assumed developed impervious surfaces. Furthermore, replaced impervious surface is not considered target impervious surface unless it is part of a redevelopment project. Short plats are not redevelopment projects, by definition. Table 2 — New Impervious Surfaces (SF) Roofs (Lots 2, 3, 4) 6,000 Driveways (Lots 2, 3, 4) 1,560 Private Access Road 2,874 Frontage Improvements 0 Existing Shed & Garage to be Removed (1,258) Existing Driveway to be Removed (1,950) Total New Impervious Surface 7,226 There is no new target pervious surface. The KCSWDM defines new pervious surface as "...the conversion of native pervious surface to non-native pervious surface..." The site does not contain native pervious surface. Performance Standards - Level 2 Flow Control The property is located within the Level 2 Flow Control area per the City of Tukwila stormwater map. KCRTS Hydrologic Model Input The project site is 0.65 acres; however, only 0.17 acres is within the Target Discharge surface. The King County Runoff Time Series (KCRTS) Hydrologic Model is the required The Concept Group Page 9 Nguyen Short Plat -Technical Information Report January 2016 methodology under the 2009 King County Surface Water Design Manual for sizing detention facilities. Tables 3 - 5 summarizes the KCRTS inputs for the project area. Table 3 - KCRTS Inputs Rainfall Region SeaTac Scale Factor 1.0 Table 4 - Existing Conditions in KCRTS Model Till Forest Till Grass Impervious Total 0.17 0.00 0.00 0.17 Table 5 - Developed Conditions in KCRTS Model Till Forest Roof Impervious Total 0.00 0.14 0.03 0.17 e land Use Summary Area T111 Forest 0.17 acres Till Pasture; 0.00 acres Till Grass0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grassi 0.00 acres Wetland 0.00 acres Impervious' 0.00 acres Total 0.17 acres Scale Factor: 1.00 Haurty Reduced Time Series:INguyen ErdstIng.tsf j»I Compute Time Series x Mudily User loput File for computed Time Series I.TSFI KCRTS Hydrologic Model Output 0 Land Use Summary Area Till Forest 0.00 aces Till Pasture 0.00 acres Tin Grass 0.00 acres Outwash Forest 0.00 aces Outwash Pasture 0.00 ayes Outwash Grass 0.00 acres Wetland 0.00 aces Impervious 0.17 acres Total 0.17 acres Scale Factor: 1.00 Hourly Reduced Time Series: [Nguyen Developcd.tst Compute Time Series X Modify User input Flle for computed Time Settesl.TSF) Existing Condition (modeled as 100% till forested) Flow Frequency Analysis Time Series File:nguyenexisting.tsf Project Location: Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.011 2 2/09/01 15:00 0.013 1 100.00 0.990 0.003 7 1/06/02 3:00 0.011 2 25.00 0.960 0.008 4 2/28/03 3:00 0.008 3 10.00 0.900 0.000 8 12/22/03 23:00 0.008 4 5.00 0.800 0.005 6 1/05/05 10:00 0.007 5 3.0.0 0.667 0.008 3 1/18/06 20:00 0.005 6 2.00 0.500 0.007 5 11/24/06 5:00 0.003 7 1.30 0.231 0.013 1 1/09/08 9:00 0.000 8 1.10 0.091 Computed Peaks 0.012 50.00 0 980 The Concept Group Page 10 Nguyen Short Plat -Technical Information Report January 2016 Developed Condition Flow Frequency Analysis Time Series File:nguyen_developed.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.041 7 2/09/01 0.036 8 1/05/02 0.050 3 12/08/02 0.043 6 8/26/04 0.050 4 10/28/04 0.044 5 1/18/06 0.061 2 10/26/06 0.080 1 1/09/08 Computed Peaks 2:00 16:00 18:00 2:00 16:00 16:00 0:00 6:00 Flow Frequency Analysis Peaks - - Rank Return Prob (CFS) Period 0.080 1 100.00 0.061 2 25.00 0.050 3 10.00 0.050 4 5.00 0.044 5 3.00 0.043 6 2.00 0.041 7 1.30 0.036 8 1.10 0.074 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Tables 6 summarizes the KCRTS 100-year peak runoff rates. With the proposed roof infiltration trenches, the 100-year peak flow rate of the developed site is only 0.067 cfs higher than the existing forested condition. Table 6 -Peak Runoff Rates (cfs) Event Existing Condition Developed Condition 100-year 0.013 0.08 Flow Control Per the 2009 KCSWDM, Section 1.2 (page 1-42), this project is exempt from flow control requirements `for any threshold discharge area in which there is no more than a 0.1-cfs dference in the sum of the developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100-year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per Appendix C may be modeled in accordance with the flow control BMP facili01 sizing credits in Table 1.2.3.C." Flow control facilities are not required because the project creates Tess than a 0.10 cfs increase in discharge from the existing condition for the 100-year storm event per the KCRTS analysis above. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption because only 4,434 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. The Concept Group Page 11 Nguyen Short Plat -Technical Information Report January 2016 SECTION 5: CONVEYANCE SYSTEM The Rational Method was used to calculate the 25-year and 100-year storm events. Refer to Table 7 and Appendix B for the Conveyance Calculations. Stormwater from the entire surface area of the private access road will be collected and routed to the catch basin located in the drive aisle of the project site. The capacity of this conveyance system exceeds the 100-year storm event. Table 7 — Conveyance Analysis Impervious Pervious Pipe Capacity Basin Area (sf) Area (so Q25 Qioo Pipe (cfs) lot 2 0.055 0 0.16 0.19 6" @ 1.0% 0.60 Lot 2 + 3 + 4 + Road 0.24 0 0.68 0.82 8" @ 0.50% 0.92 100-Year Flood/Overflow Condition During overflow conditions, stormwater will sheet flow towards 56th Avenue South. SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Land Use — Short Plat Permit • Building Construction Permit • Clearing & Grading Permit The Concept Group Page 12 Nguyen Short Plat -Technical Information Report January 2016 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. 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 B 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, shal 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. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9. Maintain erosion control measures in accordance with City of Tukwila standards and manufacturer's recommendations. 10. 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 City of Tukwila Erosion and Sediment Control Standards. 11. 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. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. The Concept Group Page 13 Nguyen Short Plat -Technical Information Report January 2016 Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural 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 entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. SECTION 10: OPERATIONS AND MAINTENANCE N/A — There are no stormwater BMP's proposed for this development. The Concept Group Page 14 Nguyen Short Plat -Technical Information Report Appendix A Soils Data The Concept Group Appendix PERCENT FINER 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report e to (5 O CO O O Q I I L I I! i I I I L I I I I I I I I I I I I I I I I .-i I I I I I I I I I I f I 1 ! I I ! I I f I I i f I I I I i I I 1 I I I I I I 11 I 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I F I I F I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I ! I I I I I i I I I I I I I I I I I -I I I G I I i I I I I 1 I— I I I- I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I 1 I I 1 1 1 1 1 I I 1 1 1 1 1 1 1 I I I 1 I t I ( I 11 I I 1 1 rr 1 L1 I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I f I I I I I I I I I I I i I- I I I I 1 I I I I I f I I 1 I I I I I I—r I I I I I I_ 100 10 1 GRAIN SIZE - mm. 01 0.01 0.001 % Stones +3" Coarse Vo Gravel Medium Fine % Sand V. Crs. Crs. Med. Fine V. Fine Crs. % Silt Fine % Clay 0.0 0.0 0.0 0.0 0.0 0.8 1.6 2.2 21.0 30.8 43.6 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) #4 100.0 #10 100.0 #40 97.1 #60 95.4 #100 90.5 #200 59.4 #270 43.6 #325 38.8 (no specification provided) Source of Sample: Unknown Sample Number: 01 Material Description Gray, Fine -Sandy Silt Atterberg Limits PL= NP LL= NV Pl= Coefficients D90= 0.1469 D85= 0.1263 D50= 0.0621 D30= D10= Cu= Classification USCS= ML AASHTO= A-4(0) Remarks Sampled/Received: 12/7/15 Tested: 12/8/15 Equipment: 53, 58, 66, 112 D60= 0.0759 D15= Cc= Date: 12/8/15 A.A.R. Testing Laboratory, Inc. Client: The Concept Group Project: Misc. Lab Project No: 15-105 Figure 15-345 Tested By: M. Blackwell Checked By: M. Blackwell Nguyen Short Plat -Technical Information Report Appendix B Proposed Drainage Plan & Calculations The Concept Group Appendix EX HOUSE TO REMAIN Know *bars below. Call before you dip. 56TH AVE SQ . LOT l ®' 4 (6,SOO SQ. FTJ 'INGREUTIUTYSS, EGRESS I.EPSfMENT aT I LOT 1 (6,500SQ. FT.) I----1 LOT 3 (8,16050. FT) 5' PVT. SEWER EASEMENT TO BE DEMOLISHED TO BE DEMOLISHED N0ai1554 OURLC SCALE 9E88022 0142140 SC800 20 10 0 10 20 10 5 0 5 10 I2*- 20 R 1221,. 10 R. 38 32 28 24 20 16 12 0 5 -2.00% 8 _W EX GROUND0 i�w W PVT. ACCESS CENTERLINE Eg 109 LF 8' ADS N12 SD 0.50% FINISH GRADE 38 32 FILL SLOPE ®10.0096 28 EXGROUND24 20 18 30 LF 6' SD STUB p) 1.00% 12 CB 82-TYPE 1 8 STA 11+25.00, 8.43' LT RIM•18.23 IE NW)813.55 FINISH GRADES IE NE. SE)413.65 PVT. ACCESS CENTERLINE 8 ce 8 8 6.4 8 9+80 10+00 10 20 10+40 10 80 10+80 11 00 11 20 0 -4 11+40 11+80 11+80 12 00 50 BUFFER 20 SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES 0 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. Qz NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. ® CONSTRUCT 18' WIDE 120 LONG PARKING PAD FOR LOT 1. 0 REMOVE 8 RECONSTRUCT CONCRETE STEP AND LANDING. © INSTALL 'NO PARKING FIRE LANE' SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. Q CONSTRUCT 20 WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION 6 PROFILE ON THIS SHEET. Q INSTALL CB 01-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & 08-06 ON SHEET DTI. STA 10+13.50, 8.43' LT. Q INSTALL CB MRTYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-018 DS-06. STA 11+25, 8.43' LT. Q INSTALL 109 LF WADS NI2 5D ® 0.50%. ® INSTALL 6 LF 8' ADS N12 SD STUB ®1.00%. SEE GENERAL NOTE 3. 0 INSTALL30 LF 6' ADS NI2 SD STUB0 1.00%. SEE GENERAL NOTE 3. 0 INSTALL30 LF 6' ADS N125D STUB NS 2.00%. SEE GENERAL NOTE 3. i© INSTALL STREET 6 RESIDENTIAL ADDRESS SIGNS AND POSTS PER CRY OF TUKWILA 8 TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES. 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT ® BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DTI. 3 8 ELEV•10,00 RNER APPROX TOE OF SLOPE PROPERTY LINE PVT. ACCESS ROAD 20 TO 401NGRESS, EGRESS & UTILITY EASEMENT i+2 I0 10 TO20 10 T020 2' CLASS S ASPHALT CONCRETE 8' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE REFERENCE SHEET NO. SHEET 3 OF SHEETS 0 wP z W <0 ccz 0 �<< ` W >- J 30 Occ °g a_ 0 ga 2 iY 20 1 Manning's Equation for Pipe Capacity Calculations 6-inch PVC Pipe @ 1.0% Diameter of pipe (inches) % Full Flow (see chart) Slope of Pipe (percent) Manning's Coefficient Hydraulic Radius Area in Flow Pipe Capacity 6 95 1 0.013 0.143 0.193 Inches SF Hydraulic Radius: 95% Full Flow = 75% Full Flow = 50% Full Flow = 25% Full Flow = 0.143 0.151 0.125 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 0.6045 CFS Velocity 3.14 FPS 8-inch PVC Pipe @ 0.50% Diameter of pipe (inches) % Full Flow (see chart) Slope of Pipe (percent) Manning's Coefficient Hydraulic Radius Area in Flow Pipe Capacity 8 95 0.5 0.013 0.191 0.343 Inches Hydraulic Radius: 95% Full Flow = 75% Full Flow = 50% Full Flow = 25% Full Flow = SF 0.191 0.201 0.167 0.098 Area in Flow: 95% full -flow = 75% full -flow = 50% full -flow = 25% full -flow = 0.343 0.281 0.175 0.068 0.9205 CFS Velocity 2.69 FPS Rational Method Per 2009 King County Surface Water Manual 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 **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. Project: Nguyen Short Plat - Tukwila King County Stormwater Management Manual Table 3.2.1 B Tc 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 Impervious C value Pervious C value Impervious Area (sf) Pervious Area (sf) lot 2 0.90 N/A 2400 0 total 0.90 N/A 10432 0 Basin impervious Area (ac) rervious Area (ac) Q10 Q25 Q100 Iot 2 0.06 N/A 0.16 0.19 total 0.24 N/A 0.68 0.82 MERCE ISLAN THELL IRKLAN Project Location JKING COUNTY PIERCE COUNTY 0 2 4 Miles Mot my BURIE_N • NESTERN .ACING COUNTY 15-Year 24-Hour Precipitation n Inches CO (,• glY SN HOMISH COL KING COL h' Ss 5.0 4.5 P • J FEDERA WAY SHOREL 509 ; 1 99 DES OIN NESTERN o° LING COUNTY ' 00-Year 24-Hour 'recipitation n Inches PACIFI MERCE\ ISLAND "RENTON `1, #WOOD VILLE Project Location e � 0) G COUNTY CE COUNTY JAB be. K4 0 2 4 Miles 1 ; MA L OVINGTON LI VAL EY OQUALMIE coup coup 4 li NOF BE 6.1 6.0 5.5 Nguyen Short Plat -Technical Information Report Appendix C Erosion Control Plans & Details The Concept Group Appendix INSTALL CONSTRUCTION ENTRANCE TPER DETAIL THIS SHEET 561H AVE S\ r,(rydT#2.:t INLET PROTECTION / PER DETAI THIS SHEET: (TYP) 20 INGRESS, EGRESS II UTILITY EASEMENT LOT1 (6,500 SQ. FT.) EX HOUSE ` TO REMAIN 4 f. ® p� 5' PVT. SEWER EASEMENT LOT 2 (6,500 SQ. FT.) A.— TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) t TO BE DEMOLISHED , INSTALL SILT FENCE PER DETAIL THIS SHEET RYP) _._.—. ._.—.—.——.—._.—.—.—.—.J LOT 4 (7,,135 SQ. FT..) ouiv 44it1171 N0012011TAL GTIPMC SCALE 20 10 0 10 20 LOT3 (8,160 SQ. FT.) TO BE DEMOLISHE Know what's below. CaII before you dig. CATCH BASIN GRATE OVERFLOW MEDIA FOR / SOLID WALLS CFILTER DEWATERING POROUS BOTTOM J NOTES THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATBR THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3,9.8 SCALE: NONE EARTHWORK VOLUME ESTIMATES LOCATION CUT (CY) FILL (CY) SITE 55 30 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS, 7 X 2" X 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC UNDISTURBED GROUND 6.MAX Yk-1 POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2° X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR OR EQUIVALENT BACKFILL TRENCH WITH NATIVE SOIL 0R 314".1.5" WASHED GRAVEL NOT66 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE 10.0 MAX TIRES. SANDBAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 17 AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAL PER 2009 KCSWDM FIGURE C.3.441. SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT R=25'MIN. IF THERE IS A ROADSIDE DITCH GEOTE%TILE UNDERLINE PER KING COUNTY ROAD STANDARDS 4" TO8" QUARRY SPALLS f VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA NOTE® AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHAL BE PAVED TO THE EDGE OF RIGHT-OF•WAY 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 ROAD. CONSTRUCTION ENTRANCE DETAL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE REFERENCE SHEET NO. E SHEET 2 OF SHEETS 11 'o g I, I$ arn gd K 14 1 D.3.2 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: 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 simmer 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 t0 ultrcn'iolet 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 iise be limited. Design and Installation Specifications 1. See Figure D.3.2.D 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 D.3.2.D PLASTIC COVERING 10' MAX. —III TOE IN SHEETING IN MINIMUM 4"X4" TRENCH I I. -I I PROVIDE ENERGY DISSIPATION I I_I AT TOE WHEN NEEDED �-� .i 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. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-17 SECTION D_3 ESC MEASURES D3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as, constructed measures, such as silt fences, fiber rolls, sand/gravel barriers, brush or rock filters, triangular silt dikes and other methods. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all. sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). %Ater to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there may be no need for the perimeter protection measures specified in this section. Criteria for Use as Primary Treatment: At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flowpath meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a backup to a sediment trap or pond. Average Slope Slope Percent Flowpath Length 1.5H:1V or less 67% or less 100 feet 2H:1 V or less 50% or less 115 feet 4H:1V or less 25% or less 150 feet 6H:1V or less 16.7% or less 200 feet 10H:1V or less 10% or less 250 feet D.3.3.1 SILT FENCE Code: SF Symbol: X X X X X Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow may be treated solely by a silt fence, rather than by a sediment trap or pond, is when the area draining to the fence is small (see "Criteria for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.3.B for details. 1/9/2009 2009 Surface Water Design Manual — Appendix D D-30 D.33 PERIMETER PROTECTION 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on site. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sec-1 minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. 'Where the fence is installed, the slope shall be no steeper than 2H:1 V. 5. If a typical silt fence (per Figure D.3.3.A) is used, the standard 4 x 4 trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards 1. Any damage shall be repaired iunmediately. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. F. L_ 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR 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 1 WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS. REBAR, OR EOUIVALENT 2009 Surface Water Design Manual — Appendix D D-31 1/9/2009 D.3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a constriction site and traveling on paved roads or other paved areas within 1,000 feet of the site. Access and exits shall be limited to one route if possible, or two for linear projects such as roadway where more than one access/exit is necessary for maneuvering large equipment. Design and Installation Specifications 1. See Figure D.3.4.A for details. 2. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) 3. Hog fuel (wood based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable, but it has been used successfully on many sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D. 3.1) shall be installed as necessary to restrict traffic to the construction entrance. 5. Whenever possible, the entrance shall be constructed on a firm. compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Standards i. Quarry spalls (or hog fuel) shall be added if the pad is no longer in accordance with the specifications. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping. an increase in the dimensions of the entrance, or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-39 SUBDIVISION GUARANTEE Guarantee No.: G-6329-000007864 Order No.: 01148-52246 Issued by STEWART TITLE GUARANTY COMPANY Fee: $300.00 Dated: January 04, 2016 Stewart Title Guaranty Company (the "Company"), guarantees the County of ICng and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Countersigned by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Agent ID: 470047 Guarantee Serial No. stewart title guaranty company G-6329-000007864 Matt Morns President and CEO Denise C rraux Secretary In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. RECEIVED FEB 122016 Community Development WA Subdivision Guarantee SUBDIVISION GUARANTEE Prepared by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Order Number: 01148-52246 Guarantee No.: G-6329-000007864 Effective Date: January 04, 2016 at 8:00am Premium: $300.00 Sales Tax: $28.50 Total: $328.50 OWNERS: Thang Quang Tran and Phuong N. Nguyen, as husband and wife LEGAL DESCRIPTION: Lot(s) 42 and 43, 2nd Addition East Riverton Garden Tracts, according to the plat thereof recorded in Volume 12 of Plats, Page 79, records of King County, Washington. Except any portion thereof lying below the line of high water of the Duwamish River. Situate in the County of King, State of Washington. SUBJECT TO: 1. 2016 Property Taxes became a Lien January 1, 2016. They are not yet ascertainable or payable until February 15, 2016. Levy Code: 2408 Tax Account No.: 217200-0215-09 Land: $191,000.00 Improvements: $134,000.00 Note: Taxes and Charges for 2015 were paid in full in the amount of $3,300.20. Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 2. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. Page 1 of 3 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee 3. Deed of Trust and the terms and conditions thereof: Grantor: Thang Quang Tran and Phuong N. Nguyen, husband and wife Trustee: First American Title Beneficiary: Mortgage Electronic Registration Systems Inc., acting solely as nominee for Cobalt Mortgage, Inc. Amount: $257,744.00 Dated: July 26, 2012 Recorded: July 31, 2012 Recording No.: 20120731002062 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 4. Agreement and the terms and conditions thereof: By and Between: Water District No. 35 & Harry H. Olson, Inc. Recording No.: 5598711 Regarding: Water main and water supply 5. Connect Abandonment Agreement and the terms and conditions thereof: Recorded: April 28, 1981 Recording No.: 8104280604 6. Easement and the terms and conditions thereof: Purpose: Private waterline Affects: Refer to said document for exact location Recorded: November 1 2007 Recording No.: 20071101000864 7. City of Tukwila Ordinance No. 2177 and the terms and conditions thereof: Recorded: May 20, 2008 and June 4, 2008 Recording No.: 20080520000332 and 20080604000746 8. Any prohibition or limitation on the use, occupancy, or improvements of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 9. Any questions that may arise due to shifting or change of the line or ordinary high tide or ordinary high water of the Duwamish River or due to the Duwamish River having shifted or changed its line of ordinary high tide or ordinary high water. JB Page 2 of 3 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-52246 Guarantee No.: G-6329-000007864 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. RECEIVED FEB 12 2016 Community Development Page 3 of 3 STEWART TITLE GUARANTY COMPANY sttleewart oP •ti ORDER NO: 01148- 52252 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. P NCT, stewart .r�L: title ORDER NO: 01148- 52246 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Dated: FIRST AMERICAN DIA6 When recorded return to: Mr. and Mrs. Tran Quang Thang 13312 56th Ave S Tukwila, WA 98178 Tax Parcel Number(s): 217200-0215-09 11111111111YII �II �I 201207310 2061 FIRST AMERICAN WD 63.00 PAGE-001 OF 002 07/31/2012 14:26 KING COUNTY, WA E2556587 07/31/2012 14:24 KING COUNTY, WA SALEX $4,677.50 E262,500.00 PAGE-001 OF 001 Abbreviated Legal: LOTS 42-43, SECOND ADD. EAST RIVERTON GARDEN TRACTS, VOL. 12, P. 79, KING COUNTY SPECIAL WARRANTY DEED (Not Statutory) THE Grantors Stewart McCullum and Jemima McCullum, Husband and Wife for and in consideration of Ten Dollars and Other Good and Valuable Consideration in hand paid, bargains, sells, and conveys to tii. Vjuang Wri and Phuong N Nguyen, Husband and Wife the following described estate, situated in the County of King State of Washington: LOTS 42 AND 43, SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Tax Parcel Number(s): 217200-0215-09 Dated: I-- 2-(e - 20 I Stewart 1e ma M t1 State of Washington County of King } } SS: lum I certify that 1 know or have satisfactory evidence that Stewart McCullum and Jemima is/ ai the rson(s) who appeared before me, and said person(s) acknowl ged that he / she / signed this instrument and acknowledge it to be his / her / free and voluntary act for the uses and purposes mentione.t this instrument. 2-012 MELANIE M. USHER STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 04-24-16 el e . Usher Notary Publi�c �n nd fontltie State of Washington Y,'IfJ� Residing at ktX/ k My appointment expires: Qt (t244 2o1 T"+tST 'AMERICAN ��-393 After Recording Return To: COBALT MORTGAGE INC. 11241 SLATER AVID NE, SUITE 200 KIRKLAND, WASHINGTON 98033 20120731002062 FIRST AMERICAN O 72.00 PAGE-001 OF 011 07/31/2012 14:26 KING COUNTY, WA [Space Above This Line For Recording Data] Loan Number: 1812062501 EED OF TRUST MIN: 1002765-1812062501-3 Grantors (Last name first then first name and initials): 1. T , THANG QC}ANG 2.NGUYEN, PHUONG N 3. 4. 5. i FHA CASE NO. 566-0715611-703 6. • Additional names on page of document. Grantees) (Last name first then first name and initials): 1. MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., (MERS) 2. FIRST AMERICAN TITLE U3\101/4A- 6. [] Additional names on page of document. Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): LOTS 42-43, SECOND ADD. EAST RIVERTON GARDEN TRACTS, VOL. 12, P. 79, KING COUNTY Full legal description on page 2 of document. Assessor's PropertyTax Parcel(s) or Account Number(s): 217 2 0 0 - 0 215 - 0 9 Reference Numbes) Assigned or Released: • Additional references on page of document. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 1 of 11 DacMaglc www.docmagic.com THIS DEED OF TRUST ("Security instrument") is made on JULY 26 , 2012 The grantor is THANG QUANG TRAN AND PHUONG N NGUYEN, HUSBAND AND WI FE ("Borrower"). The trustee is FIRST AMERICAN TITLE 818 STEWART ST #800, SEATTLE, WASHINGTON 98101 ("Trustee"). The beneficiary is Mortgage Electronic Registration Systems, Inc. ("MERS") (solely as nominee for Lender, as hereinafter defined, and Lender's successors and assigns). MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. COBALT MORTGAGE, INC., A WASHINGTON CORPORATION ("Lender") is organized and existing under the laws of WASHINGTON and has an address of 112 55 KI RKLAND WAY # 10 0 , KI RKLAND , WASHINGTON 98033 Borrower owes Lender the principal sum of TWO HUNDRED FIFTY-SEVEN THOUSAND SEVEN HUNDRED FORTY-FOUR AND 00/100 Dollars (U.S. $ 257, 744 .00 ). This debt is evidenced by Borrower's note dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on AUGUST 1, 2 0 4 2 . 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; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower' s covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in KING County, Washington: LOT 42 AND 43, SECOND ADDITION EAST RIVERTON GARDEN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON A.P.N.: 217200-0215-09 which has the address of 13 312 5 6 TH AVE S [Street] TUKWILA , Washington 9 817 8 ("Property Address"): [City] [Zip Codc] FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 2 of 11 Doc:Maglc eThintte www.docmagic.com TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. AU of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument; but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing or canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non -uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest and Late Charge. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and late charges due under the Note. 2. Monthly Payment of Taxes, Insurance, and Other Charges. Borrower shall include in each monthly payment, together with the principal and interest as set forth in the Note and any late charges, a sum for (a) taxes and special assessments levied or to be levied against the Property, (b) leasehold payments or ground rents on the Property, and (c) premiums for insurance required under paragraph 4. In any year in which the Lender must pay a mortgage insurance premium to the Secretary of Housing and Urban Development ("Secretary"), or in any year in which such premium would have been required if Lender still held the Security Instrument, each monthly payment shall also include either: (i) a slam for the annual mortgage insurance premium to be paid by Lender to the Secretary, or (ii) a monthly charge instead of a mortgage insurance premium if this Security Instrument is held by the Secretary, in a reasonable amount to be determined by the Secretary. Except for the monthly charge by the Secretary, these items are called "Escrow Items" and the sums paid to Lender are called "Escrow Funds." Lender may, at any time, collect and hold amounts for Escrow Items in an aggregate amount not to exceed the maximum amount that may be required for Borrower's escrow account under the Real Estate Settlement Procedures Act of 1974, 12 U.S.C. § 2601 et sec. and implementing regulations, 24 CFR Part 3500, as they may be amended from time to time (" RESPA"), except that the cushion or reserve permitted by RESPA for unanticipated disbursements or disbursements before the Borrower' s payments are available in the account may not be based on amounts due for the mortgage insurance premium. If the amounts held by Lender for Escrow Items exceed the amounts permitted to be held by RESPA, Lender shall account to Borrower for the excess funds as required by RESPA. If the amounts of funds held by Lender at any time are not sufficient to pay the Escrow Items when due, Lender may notify the Borrower and require Borrower to make up the shortage as permitted by RESPA. The Escrow Funds are pledged as additional security for all sums secured by this Security Instrument. If Borrower tenders to Lender the full payment of all such sums, Borrower's account shall be credited with the balance remaining for all installment items (a), (b), and (c) and any mortgage insurance premium installment that Lender has not become obligated to pay to the Secretary, and Lender shall promptly refund FHA WASHINGTON DEED OF TRUST - MERS WADOTZ. FHA 10/27/11 Page 3 of 11 DocMlag/c Mamas www.docmagic.com R CEIVED FEB 122016 Community Development any excess funds to Borrower. Immediately prior to a foreclosure sale of the Property or its acquisition by Lender, Borrower' s account shall be credited with any balance remaining for all installments for items (a), (b), and (c). 3. Application of Payments. All payments under paragraphs I and 2 shall be applied by Lender as follows: FIRST, to the mortgage insurance premium to be paid by Lender to the Secretary or to the monthly charge by the Secretary instead of the monthly mortgage insurance premium; SECOND, to any taxes, special assessments, leasehold payments or ground rents, and fire, flood and other hazard insurance premiums, as required; THIRD to interest due under the Note; FOURTH, to amortization of the principal of the Note; and FIFTH, to late charges due under the Note. 4. 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, for which Lender requires insurance. This insurance shall be maintained in the amounts and for the periods that Lender requires. 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 carried with companies approved by Lender. The insurance policies and any renewals shall be a 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 authorized and directed to make payment for such loss directly to Lender, instead of to Borrower and to Lender jointly. All or any part of the insurance proceeds may be applied by Lender, at its option, either (a) to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order in paragraph 3, and then to prepayment of principal, or (b) to the restoration or repair of the damaged Property. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments which are referred to in paragraph 2, or change the amount of such payments. 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 extinguishes the indebtedness, all right, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser. 5. 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 within sixty days after the execution of this Security Instrument (or within sixty days of a later sale or transfer of the Property) and shall continue to occupy the Property as Borrower' s principal residence for at least one year after the date of occupancy, unless the Lender determines that requirement will cause undue hardship for Borrower, or unless extenuating circumstances exist which are beyond Borrower' s control. Borrower shall notify Lender of any extenuating circumstances. Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted. Lender may inspect 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. Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 4 of 1'1 Dochteglc elThmre www.docmagic.com information or statements to Lender (or failed to provide Lender with any material information) 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 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 the merger in writing. 6. 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, are hereby assigned and shall be paid to Lender to the extent of the full amount of the indebtedness that remains unpaid under the Note and this Security Instrument. Lender shall apply such proceeds to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order provided in paragraph 3, and then to prepayment of principal. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments, which are referred to in paragraph 2, or change the amount of such payments. Any excess 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. 7. 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 shalt promptly furnish to Lender receipts evidencing these payments. If Borrower fails to make these payments or the payments 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 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. Any amounts disbursed by Lender under this paragraph shall become an additional debt of Borrower and be secured by this Security Instrument. These amounts shall bear interest from the date of disbursement at the Note rate, and at the option of Lender shall be immediately due and payable. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender; (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 (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security instrument, Lender may give Borrower a notice identifying the lien. Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice. 8. Fees. Lender may collect fees and charges authorized by the Secretary. 9. Grounds for Acceleration of Debt. (a) Default. Lender may, except as limited by regulations issued by the Secretary in the case of payment defaults, require immediate payment in full of all sums secured by this Security Instrument if; (i) Borrower defaults by failing to pay in full any monthly payment required by this Security Instrument prior to or on the due date of the next monthly payment, or FHA WASHINGTON DE® OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 5 of 11 DocMagle ti?" www.clocrnagic.com (ii) Borrower defaults by failing, for a period of thirty days, to perform any other obligations contained in this Security Instrument. (b) Sale Without Credit Approval. Lender shall, if permitted by applicable law (including section 341(d) of the Garn•St. Germain Depository Institutions Act of 1982, 12 U.S.C. 1701j - 3(d)) and with the prior approval of the Secretary, require immediate payment in full of all sums secured by this Security Instrument if: (i) All or part of the Property, or a beneficial interest in a trust owning all or part of the Property, is sold or otherwise transferred (other than by devise or descent), and (ii) The Property is not occupied by the purchaser or grantee as his or her principal residence, or the purchaser or grantee does so occupy the Property, but his or her credit has not been approved in accordance with the requirements of the Secretary. (c) No Waiver. If circumstances occur that would permit Lender to require immediate payment in full, but Lender does not require such payments, Lender does not waive its rights with respect to subsequent events. (d) Regulations of HUD Secretary. In many circumstances regulations issued by the Secretary will limit Lender' s rights, in the case of payment defaults, to require immediate payment in full and foreclose if not paid. This Security Instrument does not authorize acceleration or foreclosure if not permitted by regulations of the Secretary. (e) Mortgage Not Insured. Borrower agrees that if this Security Instrument and the Note are not determined to be eligible for insurance under the National Housing Act within 60 DAYS from the date hereof, Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrument. A written statement of any authorized agent of the Secretary dated subsequent to 6 0 DAYS from the date hereof, declining to insure this Security 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. Reinstatement. Borrower has a right to be reinstated if Lender has required immediate payment in full because of Borrower' s failure to pay an amount due under the Note or this Security Instrument. This right applies even after foreclosure proceedings are instituted. To reinstate the Security Instrument, Borrower shall tender in a lump sum all amounts required to bring Borrower's account current including, to the extent they are obligations of Borrower under this Security Instrument, foreclosure costs and reasonable and customary attorneys' fees and expenses properly associated with the foreclosure proceeding. 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 years immediately preceding the commencement of a current foreclosure proceeding, (ii) reinstatement will preclude foreclosure on different grounds in the future, or (iii) reinstatement will adversely affect the priority of the lien created by this Security Instrument. 11. Borrower Not Released; Forbearance by Lender Not a Waiver. Extension of the time of payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower' s successors in interest. Lender shall not be required to commence proceedings against any successor in interest or refuse to extend time for payment or otherwise modify amortization of the sums FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 6 of 11 Docile! ogle Hr www.docmagic. com secured by this Security Instrument by reason of any demand made by the original Borrower or Borrower's successors in interest. 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. 12. Successors and Assigns Bound; Joint and Several Liability; Co -Signers. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject to the provisions of paragraph 9(b). Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note: (a) is co- signing this Security Instrument only to mortgage, grant and convey that Borrower's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower' s consent. 13. 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 Borrower designates by notice to Lender. Any notice to Lender shall be given by first class mail to Lender's address stated herein or any address Lender designates by notice to Borrower. Any notice provided for in this Security instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph. 14. 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 Security Instrument or the Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the Note are declared to be severable. 15. Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument. 16. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property. Borrower shall promptly give Lender written notice of any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge. If Borrower learns, or is notified by any governmental or regulatory authority, that any removal or other remediation of any Hazardous Substances affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. As used in this paragraph 16, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph 16, "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10127/11 Page 7 of 11 d)ocMegfc egtaragaZs www.docmagic.com NON -UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 17. Assignment of Rents. Borrower unconditionally assigns and transfers to Lender all the rents and revenues of the Property. Borrower authorizes Lendcr 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, prior 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 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 the 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 prior assignment of the rents and has not and will not perform any act that would prevent Lender from exercising its rights under this paragraph 17. 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 the Security Instrument is paid in full. 18. Foreclosure Procedure. If Lender requires immediate payment in full under paragraph 9, Lender may invoke the power of sale and/or any other remedies permitted by applicable law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this paragraph 18, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as applicable law may require. After the time required by applicable law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by applicable law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima 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 the Lender's interest in this Security Instrument is held by the Secretary and the Secretary requires immediate payment in full under paragraph 9, the Secretary may invoke the nonjudicial power of sale provided in the Single Family Mortgage Foreclosure Act of 1994 ("Act") (12 U.S.C. 3751 et by requesting a foreclosure commissioner designated under the Act to commence foreclosure and to sell FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 8 of 11 Dodtaglc eAtrOlVe www.docmagic.com the Property as provided in the Act. Nothing in the preceding sentence shall deprive the Secretary of any rights otherwise available to a Lender under this paragraph 18 or applicable law. 19. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee' s fee for preparing the reconveyance.. 20. Substitute Trustee. In accordance with applicable law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by applicable law. 21. Use of Property. The Property is not used principally for agricultural purposes. 22. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees," whenever used in this Security Instrument, shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. 23. 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 Security Instrument as if the rider(s) were a part of this Security Instrument. [Check applicable box(es)]. [] Condominium Rider ❑ Graduated Payment Rider ❑ Growing Equity Rider ❑ Planned Unit Development Rider [] Adjustable Rate Rider ❑ Rehabilitation Loan Rider ❑ Non -Owner Occupancy Rider ❑ Other [Specify] [REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] FHA WASHINGTON DEED OF TRUST - MERS WADOTT.FHA 10/27/11 Page 9 of 11 Ooc*laglc eririnuags www.docrnagic.com ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and agrees to the terms contained in pages 1 through 11 of this Security Instrument and in any rider(s) executed by Borrower and recorded with it. U TRAN (Seal) THANGQ -Borrower (Seal) (Seal) -Borrower -Borrower (Seal) (Seal) -Borrower -Borrower Witness: Witness: FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/11 Page 10 of 11 DocMagle enigare www.docrnagic.com State of WASHINGTON County of KING (Space Below This Line For Acknowledgment] On this day personally appeared before me THANG QUANG TRAN AND PHUONG N NGUYEN to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he/sh- igned the same as his/her/ ree and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this al day of Jttlt 2o!2- Notary Public in and for the state of Washington, residing at: 6.L44¢-1 LA My commission expires- L' 1 REQUEST FOR RECONVEYANCE To Trustee: The undersigned is the holder of the note or notes secured by this Deed of Trust. Said note or notes, together with all other indebtedness secured by this Deed of Trust, have been paid in full. You are hereby directed to cancel said note or notes and this Deed of Trust, which are delivered hereby, and to reconvey, without warranty, all the estate now held by you under this Deed of Trust to the person or persons legally entitled thereto. Date. FHA WASHINGTON DEED OF TRUST - MERS WADOTZ.FHA 10/27/1 1 Page 11 of 11 oocMeglc www.docmagic.com EXHIBIT "A" The terms and provisions contained in the document entitled "City of Tukwila Ordinance No. 2177" Recorded: May 20, 2008 and June 04, 2008 Recording No.: 20080520000332 and 20080604000746 Any question that may arise due to the shifting and/or changing in the course of Duwamish River. Rights of the general public to the unrestricted use of alll the waters of a navigable body of water not only for the primary purpose of navigation, but also for corollary purposes; including (but not limited to) fishing, boating, bathing, swimming, water skiing and other related recreational purposes, as those waters may affect the tidelands, shorelands or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level, all as further defined by the decisional law of this state. (Affects all of the premises subject to such submergence) LPB 10-05(i-I) Page 2 of 2 WY(: 7 I1JLF l;d� 11 print On flie f0 Y�ult, THIS AGBu1't E1$T made and entered itisto, by: and between WATERDISTRICT NO. 35, KING COUNTY, WASHINGTON, a.�rnun.tc pal cornoration, hereinafter referred to as .District, and HARRY ;i. OTSON, INC:, {_ cnrporatien,'bepeinafte*.referred to as Olson.: ITN--ESSET•.�H:. WHEREAS, Olson has installed and paid for a 6 inch cast iron water main on John Langston Road in King County, Washington running from its intersection with 64th Avenue So. to a point opposite the northwesterly boundary of the H. H. Olson Addition and is willing to convey said water main to the District subject to the conditions hereinafter set forth. NOW, THEREFORE, in consideration of mutual benefits, it is agreed as follows: 1. This agreement is made and entered into•pursuant to' Chapter 261 of the Laws of 1959 and the parties agree to adhere to the provisions of such statute. 2. Olson will convey said water main and appurtenances to the District free and clear of all liens and encumbrances and the District will accept such conveyance and incorporate such main in its water N'stem and supply water through such main to properties abutting the me at the rite established by the District for 1UCn Clai3:., of iterv:LCe . For a t.:"`(=':1.od of fifteen (15) year; fromfromthe. „ate of thi of ... 1 o tap .)ntor une the :i.l.`w,: Tilng oylnion and 1;. _amoontn Description; King,WA Deeds-Docld 5598711 Paget:1,,of 3 Order: 52246 exceptions Comment: be paid STATE 0P WASHINGTON,. ' ) ss County of K I N G. ) On this day of May, 1963, before me, the undersigned,, a Notary Public in and for the State of Washington, duly comm:t.ssioned and,sworn personally appeared -fit l2 \i F'. 0 LSDN and WO- N(E L S t.. N , to me known to be the President and Secretary, respectively, of HARRY H. OLSON, INC., the corporation that executed the foregoing Instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporatior,'for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the ,! i1d instru- ment and ti nt the seal. ,'.fV 1;:cd :ts the corporate ,3eal of said WITNESS my hand and official seal ,nr,etn affixed th;, day ._,nil iRr : n; thi.s certlfic t . above wrl RE;:' VOL PAG;' 196:.: OD • il:iluTtttf_._c an- nor of Washington, residing Lding z_1; e attle. Q0 Description: King,WA Deeds-Docld 5598711 Page: 2 of 3 Order: 52246 exceptions Comment: STATE OF WASHINGTON,. 3S County of IC I N G. ) On this day of May, 1963, before me, the undersigned, a Notary Public in and for theState: of Washington, duly commissioned. '.and.sworn personally appeared p A(. `,\I 14 o LSc N andA)NNtEA-Sr.,N , to me known to be the President anci Secretary, respectively, of HARRY H. OLSON, INC., the corporation that executed the foregoing instrument, and acknowledged the said instrument t.n be the free and voluntary act and deed of said cn porni: ,'t r the 1.tne:'' and purposed therein mentl.ened, and on oath stated that they were authorized to n:.ecute .:he o id instru- ment and that the seat. aff17:ed :i.:: the corporate seal of said carp sation. liNNESS my hand and official seal hereto aj f —r.ed the ? .. in this certificate above i riot n, y of Washington, residing at . ieatt l-. REI VOL PAG;f Description:.;,King,.WA Deeds-Docid 5598711 Page:-3 Order: 52246 exceptions Comment: MUNICIPALITY OF METROPOLITAN SEATTLE KING COUNTY SEELYE CONNECTION ABANDONMENT AGREEMENT THIS AGREEMENT, made as of the 1. day of 4 p,.;1 1981, between King County, a legal subdivision of the State of Washington (hereinafter referred to as "the County"), and the Municipality of Metropolitan Seattle, a metropolitan municipal corporation of the State of Washington (hereinafter referred to as "Metro"); WHEREAS, the parties have heretofore entered agreement for sewage disposal dated July 17, 1975 referred to as the "Basic Agreement"); and WHEREAS, said Basic Agreement superseded the Sewage Disposal dated June 19, 1961 with King Cou Drainage District No. 4 (hereinafter referred to WHEREAS, pursuant to said Original Agreement, Metro constructed the Seelye Connection as an interim metropolitan facility to tempor- arily connect the local sewage facilities of King County Sewerage and Drainage District No. 4 to the metropolitan sewage system; and WHEREAS, construction of the Empire Way Interceptor in 1975 permanently connected most of the above described local sewage facilities to the metropolitan sewage system; and WHEREAS, in 1979, the County assumed the duty to maintain, operate, repair, relocate and replace the Seelye Connection, as identified on Exhibit A attached hereto; and WHEREAS, complete abandonment of the Seelye Connection in 1981 is now deemed to be in the best interest of King County and Metro; NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is hereby agreed as follows: Section 1. Definitions. The defined terms used in this agreement shall have the meanings set; forth in the Basic Agree- ment, which is hereby incorporated by reference and made fully Section 2. Design and Construction of Certain Facilities. It shall be the sole responsibility of the County to disconnect all sewage facilities now tributary to the Seelye Connection and to connect said facilities to the Empire Way Interceptor. Engineer- ing plans, specifications, and contract documents for the construc- tion of facilities necessary to accomplish said connection to the Empire Way Interceptor shall be submitted to Metro for review and written approval before advertisement for bids. It shall also be the responsibility of the County to cap or plug the upstream terminus of the Seelye Connection following the aforementioned disconnec- Section 3. Ownership, Use, and Maintenance of New Facilities. The County shall own, operate, and maintain all facilities con - responsibility for operation and maintenance of these facilities. Section 4. Liability. The County shall indemnify and hold harm- less Metro from and against any and all claims, litigation, demands and suits for any personal injuries and property damage suffered or incurred by any person arising from the construction, operation, maintenance, repair or replacement of the facilities described in Section 2. Section 5. Reimbursement Amount. In consideration of the terms and conditions of this agreement, Metro agrees to pay the County an amount equal to 50% of the total construction cost of the facilities constructed pursuant to Section 2, said amount not to exceed $50,000. Total construction cost shall mean contract construction cost, engineering design and inspection costs, sales tax, permit fees, costs of franchises, easements and rights of way, legal costs, and property restoration costs. Payment of the reimbursement amount shall be made to the County following accept- ance of the above described work by the County and within 60 days of receipt of a properly documented invoice submitted to Metro. Section 6. Basic Agreement Unchanged. Except as provided in this agreement, all provisions of the Basic Agreement shall IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the date and year first written above. MUNICIPALITY OF METROPOLITAN SEATTLE -KING COUNTY SEWERAGE g DRAINAGE _D/STRICT N9 4 EX/STING SERWCEAR£A (/9.7/) LIMITS OF EMPIRE WY . INTERCEPTOR • SERVICE AREA. £/°STREAM ENO EMPIRE WAY INTERCt/ •EMP/RE WAY jf .INTERCEPTOR 7 (C/TYW'.7fAT7if0 ?SKYiYAY. % . OIrERCEPRJR pna) Q 2- 1712:... -RENTOM (Me7RO) 20071101000864.001 Return Address: , \42Askovi.t r, 21-t4 Se^ 014e_ SW 5e1•e, Vi A 4ttun I HIM I in 200711 1000864 47 00 TODDLR1 OF 000 E:;�S 11/01/2007 11:52 KING COUNTY, WA EXCISE TAX NOT REQUIRED Division By tem J pu WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. Vr 1.115Vo.,l a l‘trs,40, e* 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first name, initials) 1. 4 iSki) 1 ;Tv t & , 'TeAa rig, t--14 2. ‘kvo IA... f_; ' i.t Additional names on page of document. Grantee(s) (Last name first, then first name and initials) pp ggd L' ,� C� 1. ¢ ► �'tNv n :Tit AA, , "-G d►Lt- 2• Gi r�.lne C E.Ttc . Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) SE_°OL( �L)ii*Secitusr, 14;TuJp. 223N. R .e..,na_ 4 LO.M.Q Additional legal is on page t, of document. Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned 21.1206—CZZ.9 2C72-0o-o2.to, 2t-4-E00 -On i, 2i3200-42.33 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure e part of the text of the original document. Signature of Requesting Party 20071101000864.002 RECEIVE FEB 12 2016 Community met Develop PRIVATE WATERLINE EASEMENT AGREEMENT Reference number of related documents: Short Plat # O ' ' j140O I S2 010, Z O Grantor: Toddland, L.L.C., a Washington limited liability company Grantee: Toddland, L.L.C., a Washington limited liability company Legal Description: SO NW, .Section 14, Twp. 23 N, Range 4 E, W.M. Tax Parcel Numbers: 2172 ) oz- r, 2l r2r3c)- vim , 2.1•Z©0 - DZ31 2 I °O&5 THIS INSTRUMENT is made this 4'' day of Au/ 2007, by and between Toddland, L.L.C., a Washington limited liability compny ("Grantor") and Toddland, L.L.C., a Washington limited liability company ("Grantee"). RECITALS A. Grantor/Grantee is the owner of that certain real property and improvements located in King County and legally described as shown on the attached Exhibit "A" (hereinafter called the "Grantor/Grantee's Properity"). B. Grantor/Grantee is the owner of certain real property and improvements located in King County and legally described as shown on the attached Exhibit "B" (hereinafter called the "EasementTract" ). C. Grantee desires to obtain an exclusive perpetual Water Line Easement over, across, along, in, upon, and on the Easement Tract, which is a part of the Grantor/Grantee's Property. D. Grantor is willing to grant such an easement to Grantee, provided Grantee agrees to certain conditions contained herein, including entering into an agreement for road maintenance as part of this easement. NOW THEREFORE, n consideration of the mutual covenants contained herein, the parties hereto agree as follows: Page 1 of 7 20071101000864.003 1. Grant of Easement. Grantor does hereby grant and convey to Grantee, and to each of Grantee's heirs, successors and assigns, for the benefit of Grantor/Grantee's Property, a perpetual Water Line Easement over, across, along, in, upon, and onThe Easement Tract, which is as shown on the attached Exhibit "B," and; as diagrammed in attached Exhibit "C," being a rectangle shaped area of approximately 20 feet by 156.72 feet with an attached rectangular shaped ares of approximately 5 feet by 15 feet. 2. Maintenance and, Liability Agreement. Grantee agrees that such easement for water line use shall be well maintained, safe and free of any hazard. Grantee further agrees to repair and maintain the easement in a reasonably usable condition to facilitate the use by firetruc s and aid vechiles. The responsibility for construction of any water line improvements, constructed upon, under or within the easement granted herein shall be borne by the party benefited by or performing such construction. All work to be performed by Grantees on the Tract X shall be in a careful and workmanlike manner, free of claims and liens. 3. Duration. The term of said easement shall be indefinite and shall continue until revoked by the mutual agreement of Grantor and Grantee or their heirs, successors or assigns. Said easement is intended to and shall run with the land arcl the benefits and burdens of the easement herein created shall pass to the heirs, suocessors and assigns of the parties in and to their respective properties benefited and burdened by these easements. 4. Costs and Attorneys' Fees. If any party hereto shall bring any suit, arbitration or other action against another for relief, declaratory or otherwise, arising out of this Agreement, the prevailing party shall have and recover against the other party, in addition to all costs and disbursements, such sum as the Court, or arbiter may determine to be a reasonable attomey's fee. 5. Specific Performance. If any party shall default in its obligations under this Agreement, the parties each acknowledge that it would be extremely difficult to measure the resulting damages. Accordingly, any nondefautting party, in addition to any other rights or remedies, shall be entitled to restraint by injunction of a violation, or attempted or threatened violation, of any condition or provision of this Agreement, or to a decree specifically compelling performance of any such condition or provision. In such event, as parties hereto each expressly waive their defense that a remedy in damages or at law would be adequate. 6. Documents. Each party to this Agreement shall perform any and al acts and execute and deliver any and all documents as may be necessary and proper under the circumstances in order to accomplish the intents and purposes of this Agreement and to carry out its provisions. Page 2 of 7 20071101000864.004 7. Survival/Non-Merger.. Despite Grantor/Grantee owning both the dominant and servient estates, the doctrine of merger shall not apply to the creation of the easement described herein, and the easement created hereunder shall not merge with the fee interest in Grantor/Grantee's Property. IN WITNESS WHEREOF, the parties have caused this Agreement to be duly signed as of the day and year first above written. GRANTOR: / Toddland, .C. A W : li ' ability company By Its: GRANTEE: Toddland, L. A Washi •t . li; .-< i.: ity company BY' Page 3 of 7 20071101000864.005 )ss. COUNTY OF KING I certify that I know or have satisfactory evidence that Todd Helstuman is the person who appeared before me, and that person acknowledged signing this instrument, on oath stated their authority to execute the instrument and acknowledged it as the authorized agent of the party on behalf of whom instrument was executed to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. SUBSCRIBED and SWORN to before me this (O day of 6 2007. (printed name): .54 LL NOTARY PUBLIC in and fol Ste of Washington, residing at My Commission expires: 9'?/OBI /zd / p Page 4 of 7 20071101000864.006 EXHIBIT A LOT 4: COMMENCING AT THE NORTHWEST CORNER OF TRACT 45; PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00" EAST 106.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 53.36 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00" WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 5: COMMENCING AT THE NORTHWEST CORNER OF TRACT 4g PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00" EAST 53.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 53.36 FEET; THENCE SOUTH 56'20'00" EAST 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00". WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 6: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43 PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'.00 EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEETTO THE POINT OF BEGINNING; THENCE NORTH 33'40'00" EAST 53.36 FEET; THENCE SOUTH 56'20'00" EAST 121.82 FEET; THENCE SOUTH 33'40'00" WEST 53.36 FEET; THENCE NORTH 56'20'00" WEST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET TO THE POINT OF BEGINNING. TRACT X: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET; THENCE NORTH 33'40'00" EAST 3.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 156.72 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 20.00 FEET; THENCE SOUTH 33'40'00" WEST 156.72 FEET; THENCE NORTH 56'20'00" WEST 20.00 FEET TO THE POINTF BEGINNING. Page 5 of 7 20071101000864.007 EXHIBIT B EASEMENT TRACT: COMMENCING AT THE NORTHWEST CORNER OF TRACT 43, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET; THENCE NORTH 33'40'00" EAST 3.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00" EAST 156.72 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00" EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 20.00 FEET; THENCE SOUTH 33'40'00" WEST 156.72 FEET; THENCE NORTH 56'20'00" WEST 20.00 FEET TO THE POINT BEGINNING. ALONG WITH THE NORTHEAST CORNER OF LOT 4 COMPRISING AN AREA OF 75.00 SQUARE FEET WITH A LENGTH OF 15.00 FEET ALONG 133RD STREET. 20071101000864.008 CITY OF 11JKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTNCENTER BOULEVARD. R AWILA. WA 661e0 TELEPHONE (206)431-3670 FAX (206)431-3665 E-U60 tukplmOeLt, Ilo.. .. p\-ANVRS°N , AGE Ep$ 12, L/ 1 ��/ /49 _ y y. / / 6, 45 /� v f q,. W, •\ C tx� . Q1/ h 4.\dog- w'�a / . K. �� / \ ` \ 3 y, \ C��a�� z 0\�j 'N. . k� . �.701, 3 /' �• . . T,gcT `/ , / a�Z `. {Client F71es105740\S520135.DOC) 7 EXH!BIT "C" Tn 'r T,p gCT J SHORT PLAT NUMBER d1011�0C)C 1 qc1. E. 230'��' C' ' a j�i'..„-- /NAIL O ,Oa' EASTERLY OF C/L .ry... ,t / /?-. ff h 1 4,- , V 8iii/ /,J• \ \ ` \ GRAPHIC SCALE / 4/ \ ./ _ `N. �:c•; /• /J�'/ ` :: \ / \ \ /1 O‘ \ J41/ ,V \ \ • a sie `°t/ • ?6Q °G `Y ` \ Fla ` . • / �/ . 4 1 /4 / . ISM+ SECOND PIDS),-"°14 A 15 / OF ARpr�N 4' eo % o° ? p '•"! "�j •` `758, ' i2 .6 'crrq,� g61-. r� • eo ,o • \ ENO FENCE \ 02. NE PA SCALE: ' 50' MN' 6 a.+" 0"" P ASV '0\3 N N010 DIMENSIONS AL06IC RIVERFRQYI ARE FOR CALCULATING LOT AREAS ONLY. 20080520000332.001 Return Address: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433-1800 Document Title(s): Parties: Other: Legal Description: 200805Mill_ 1111 20000332 PAGE !ee OF eea ARA ORD wee 65/20/2008 09:42 KING COUNTY, WA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET a& THY, o4--c.S)t,..".c_sz_ City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Last First Initial Company Name (if business) P Address City State Zip LIST 3 -L1 Lk-- \ A l \ ,_,.N\.. A Assessor's Property Tax Parcel/Account Number(s): O / 7-1 0660 a-O Md17O .- & S di /4rCit,6 20080520000332.002 Return: City of Tukwila ...__ 6200 Southcenter Blvd Tukwila WA 98188-2599 _------- _ __ Title: City of Tukwila Ordinance # 2177 Sewer Connection Requirements (see pages 5-7)__ Grantor: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188 Grantee: (continued on page 2, 3 & 4) .._ Parcel # Owner Location Legal Description 0179000020 CASTILLO,ELIZABETH 12210 42ND AV S LOT 3-4 BLK 1 ALLENTOWN ADD 0179000025 KNIGHT,RUDOLPH E 12214 42ND AVE S LOT 5-6 BLK 1 ALLENTOWN ADD - - - 0179000030 GREEN,LAWRENCE W & ELIZABE 12218 42ND AV S LOT 6-7 BLK 1 ALLENTOWN ADD 0179000040 MATERO,ROCCO FRANK 12222 42ND AV S LOT 8 THRU 10 BLK 1 ALLENTOWNADD 0179000060 OWENS,JACKIE L& GRACE STEVEsT2232 42ND AV S LOT 10-11-12 BLK 1 ALLENTOWN ADD 0179000070 TURNER,JEFF 12238 42ND AV S LOT 13-14 BLK 1 ALLENTOWN ADD 0179000080 PIESZAK,STACEY L 12244 42ND AV S LOT 15-16 BLK 1 ALLENTOWN ADD 0179000090 SYMONDS,KELLE S 12250 42ND AV S LOT 17-18 BLK 1 ALLENTOWN ADD 0179001005 ARAGON,D 4610 S 124TH ST LOT 23 BLK 5 ALLENTOWN ADD 0179001225 EARHEART,RANDY L 4710 S 124TH ST LOT 22 BLK 6 ALLENTOWN ADD 0179001230 STEWART,LAWRENCE C 4714 S 124TH ST LOT 23-24 BLK 6 ALLENTOWN ADD 0179001455 JOURHA,DARSHAN & MEENA 4814 S 124TH ST LOT 23-24 BLK 7 ALLENTOWN ADD 0179001465 SISSONS,ALCIA N 4816 S 124TH ST LOT 25-26 BLK 7 ALLENTOWN ADD 0179001475 PROBACH,JOHN R LOT 27 ALLNTWN A LOT 27 BLK 7 ALLENTOWN ADD 0179001485 LOFTUS,THOMAS J 12245 49TH AVE S LOT 28 & 29 BLK 7 ALLENTOWN ADD 0179001500 DALY BARBARA 12235 49TH AVE S LOT 32-33 BLK 7 ALLENTOWN ADD 0179001510 BROWN,KENNETH E 12231 49TH AVE S LOT 34-35 BLK 7 ALLENTOWN ADD 0179001540 GAUTHUN,STEVE 12211 49TH AVE S LOT 40-41-42 BLK 7 ALLENTOWN ADD 0179001545 REYES,ANSELMO 12219 49TH AVE S LOT 38 & 39 BLK 7 ALLENTOWN ADD 0179001585 JENSEN,ANNETTE LOT 1-5 ALLNTWN A LOT 1 BLK 8 ALLENTOWN ADO 0179001595 JACOBSON,DAISY & LEWIS B 12218 49TH AVE S LOT 6-7 BLK 8 ALLENTOWN ADD LOT 8-9 BLK 8 ALLENTOWN ADD 0179001600 BLACKI3URN,JIM 12224 49TH AVE S 0179001605 GAUTHUN FAMILY IRREVOCABLE 12228 49TH AVE S 12236 49TH AVE S 12244 49TH AVE S LOT 10-11 BLK 8 ALLENTOWN ADD LOT 12-13-14 BLK 8 ALLENTOWN ADD LOT 15-16-17-18 BLK 8 ALLENTOWN ADD LOT 17-18-19-20 BLK 8 ALLENTOWN ADD 0179001620 0179001635 BENDICO,ISIDRO DAVIS,DORIS J 0179001660 XUE,JIAN XIONG & MING FENG ZI- 12256 49TH AVE S 0179001695 TONGUE,PATRICK A 4916 S 124TH ST LOT 18 BLK 8 ALLENTOWN ADD 0179001715 0179001725 DOLL,BRIAN D 12244 50TH AVE S LOT 28 THRU 32 BLK 8 ALLENTOWN ADD POWELL BUILDERS INC LOT 33 BLK 8 ALLEN LOT 33 BLK 8 ALLENTOWN ADD ...... _ LOT 34-35-36 BLK 8 ALLENTOWN ADD 0179001730 DOAK HOMES INC LOT 34-36 BLK 8 ALA 0179001745 RAU,CHALENE LOT 37-38 BLK 8 AL LOT 37-38 BLK 8 ALLENTOWN ADD LOT 39-40-41 BLK 8 ALLENTOWN ADD 0179001755 DOAK HOMES INC LOT 39-41 BLK 8 AL 0179001770--FORSBERG,SCOTT J 12207 50TH AVE S LOT 42-43-44 BLK 8 ALLENTOWN ADD 0179001785 PATTERSON,BRIAN J 12233 51ST PL S LOT 1-2-3 & 23 BLK 9 ALLENTOWN ADD 0179001787 0179001600 0179001805 0179001850 RIVERTON CONTRACTORS INC LOT 1 BLK 9 AUNT. LOT 1 BLK 9 ALLENTOWN ADD LOT 3-4 & 23 BLK 9 ALLENTOWN ADD PRITCHETT,WINFRED E & NADAL 12243 51ST PL S NGET VET & CHANTHY VORN 12253 51ST PL S LOT 5-6 & 23 BLK 9 ALLENTOWN ADD LANCE,RANDAL D 12257 51ST PL S LOT 7-8 & 20-21-22 BLK 9 ALLENTOWN ADii T--- 0179001855 DOAK HOMES INC 12248 50TH AVE S LOT 9 THRU 19 & BLK 9 ALLENTOWN ADD .-- - 0179001940 0179001945 RIVERTON CONTRACTORS INC —T12218 51ST PL S LOT 1 THRU 6 BLK 11 ALLENTOWN ADD T- RIVERTON CONTRACTORS INC 12224 51ST PL S LOT 7-8-9 BLK 11 ALLENTOWN ADD _ .. 0179001955 RENTON ASSEMBLY OF GOD CHI. 12228 51ST PL S LOT 9 TO 12 BLK 11 ALLENTOWN ADD 0179001965 CHAVEZ, XOCHITL 12234 51ST PL S LOT 13-14 BLK 11 ALLENTOWN ADD 0179001990 di 740-01995 0179002000 BURLINGTON,NORTHRN SANTA F 12410 51ST PL S LOT 17 BLK 11 ALLENTOWN ADD BUIRLINGTON,NORTHRN SANTA F 12420 51ST PL S LOT 18 BLK 11 ALLENTOWN ADD NORTHERN PACIFIC RR CO 12430 51ST PL S LOT 19 THRU 22 BLK 11 ALLENTOWN ADD LOT 23 BLK 11 ALLENTOWN ADD 0179002020 BURLINGTON,NORTHRN SANTA F 12450 51ST PL S 0179002030 BURLINGTON,NORTHRN SANTA F 12460 51ST PL S LOT 24 THRU 28 BLK 11 ALLENTOWN ADD 0179002045 BURLINGTON,NORTHRN SANTA F 12500 51ST PL S LOT 29-30 BLK 11 ALLENTOWN ADD 0179002050 BNSF RWY CO 12550 51ST PL S LOT 31 THRU 36 BLK 11 ALLENTOWN ADD 0179002110 12522 51ST PL 5 LLC 12522 51ST PL S LOT 37 THRU 49 BLK 11 ALLENTOWN ADD 0179002155 12522 51ST PL S LLC 51ST PL S LOT 50 BLK 11 ALLENTOWN ADD 0179002160 12522 51ST PL S LLC 51ST PL S LOT 51 THRU 56 BLK 11 ALLENTOWN ADD 0179002195 HUTCHINSON,JOHN L LOT 57-60 BLK 11 AL LOT 57 THRU 60 BLK 11 ALLENTOWN ADD 0179002230 ERICKSON,JOHN 12560 51ST PL S LOT 61 THRU 64 BLK 11 ALLENTOWN ADD 20080520000332.003 Grantee: (continued Parcel # on page 2, 3 & 4) Owner Location Legal Description 0179002251 CODIGA,JAMES A ALLNTN BLK 65 LES LOT 65 BLK 11 ALLENTOWN ADD 0179002255 CODIGA,JAMES 51ST PL S & 50TH P LOT 65 BLK 11 ALLENTOWN ADD 0179002265 RUGGLES,AUTUMN J & RICHARD 12404 50TH PL S LOT 1-2-3-4 BLK 12 ALLENTOWN ADD 0179002275 BERNABEL,SIMON 5021 S 124TH ST LOT POR BLK 12 ALLENTOWN ADD ALL 5 & 6 _ — 0179002285 JACKSON,EMMETT L 5023 S 124TH ST LOT 7 THRU 10 BLK 12 ALLENTOWN ADD 0179002305 RYAN,MARY PATRICIA LOT 11-15 BLK 12 AL.LOT 11 THRU 15 BLK 12 ALLENTOWN ADD 0179002330 MEYERS,PATTI LOT 16 BLK 12 ALI_N LOT 16 BLK 12 ALLENTOWN ADD LOT 17-18 BLK 12 ALLENTOWN ADD 0179002335 RIVAS,WILLIAM 12527 51ST PL S 0179002345 ANDERSON,DONNA M 12533 51ST PL S 12529 51ST PL S LOT 19 THRU 22 BLK 12 ALLENTOWN ADD 0179002365 DACANAY,LETICIA R LOT 23 & 24 BLK 12 ALLENTOWN ADD LOT 25 - 26 BLK 12 ALLENTOWN ADD 0179002370 DACANAY,LETICIA R 12529 51ST PL S 0179002385 WENDT,KAREN A 12537 51ST PL S LOT 27-28-29 BLK 12 ALLENTOWN ADD 0179002400 0179002410 HELDE,SHIRLEY & KAREN ETAL LOT 30-31 BLK 12 At LOT 32-34 BLK 12 AL LOT 30-31 BLK 12 ALLENTOWN ADD CODIGA,JAMES A LOT 32-33-34 BLK 12 ALLENTOWN ADD 0179002425 CODIGA,JAMES A LOT 35 BLK 12 ALLN LOT 35 BLK 12 ALLENTOWN ADD 0179002430 CODIGA,JAMES A LOT 36-37 BLK 12 AL LOT 36-37 BLK 12 ALLENTOWN ADD 0179002435 CODIGA,JAMES LOT 38-40 & 47-49 A LOT 38-40&42&47-49 BLK 12 ALLENTOWN ADD 0179002450 CODIGA,JAMES A 51ST PL S & 50TH P LOT 40 THRU 43 BLK 12 ALLENTOWN ADD 0179002464 HUTCHINSON,JOHN L 51ST PL S & 50TH P LOT 41 BLK 12 ALLENTOWN ADD 0179002469 CITY OF TUKWILA 50TH PL S LOT 44 THRU 50 BLK 12 ALLENTOWN ADD 0179002501 CODIGA,JAMES A 50TH PL S 12562 50TH PL S LOT 50 THRU 53 BLK 12 ALLENTOWN ADD 0179002545 ALMOST PERFECT CONST LLC LOT 54-55 BLK 12 ALLENTOWN ADD 0179002560 DUNN,VERNE D 12556 50TH PL S LOT 55-56-57 BLK 12 ALLENTOWN ADD 0179002575 MULRYAN,JAMES 12546 50TH PL S LOT 57 THRU 60 BLK 12 ALLENTOWN ADD 0179002600 SERAFICA,FELIPE M & MARCELI 12542 50TH PL S LOT 60 THRU 66 BLK 12 ALLENTOWN AQD 0179002625 CODIGA,JAMES A 50TH PL S LOT 67-68 BLK 12 ALLENTOWN ADD 0179002635 FULTZ,PATRICK & LAUREL 12522 50TH PL S LOT 69 THRU 72 BLK 12 ALLENTOWN ADD 0179002655 0179002665 REEVE,BURR C LOT 73-74 BLK 12 A LOT 73-74 BLK 12 ALLENTOWN ADD • NEWMAN,ROBERT ETAL 12508 50TH PL S LOT 75 THRU 78 BLK 12 ALLENTOWN ADD 0179002685 GLIDDEN,DONALD L & TERESA L 12410 50TH PL S LOT 79 BLK 12 ALLENTOWN ADD 0179002690 RUGGLES,AUTUMN J & RICHARD LOT 80 BLK 12 ALL1 LOT 80 BLK 12 ALLENTOWN ADD _-- 0179002700 HIRANO,IWAO & BETTY H TRUST 4603 S 125TH ST LOT 1-2 BLK 13 ALLENTOWN ADD_ 0179002715 PEARCE FAMILY LIMITED PARTN: 4609 S 125TH ST 4621 S 125TH ST LOT 3-4-5 BLK 13 ALLENTOWN ADD 0179002735 PEARCE FAMILY LIMITED PARTN LOT 6-7 BLK 13 ALLENTOWN ADD 0179002736 PEARCE FAMILY LIMITED PARTN 4627 S 125TH ST LOT 7-8 BLK 13 ALLENTOWN ADD 0179002738 PEARCE,M M D LOT 9 BLK 13 ALLNT LOT 9 BLK 13 ALLENTOWN ADD 0179002740 CITY OF TUKWILA 47TH AVE S & S 125 LOT 10 BLK 13 ALLENTOWN ADD 0179002745 CITY OF TUKWILA 47TH AVE S & S 125 LOT 11 BLK 13 ALLENTOWN ADD 0179002750 CITY OF TUKWILA 47TH AVE S & S 125 LOT 12 BLK 13 ALLENTOWN ADD 0179002755 CITY OF TUKWILA 47TH AVE S & S 125 LOT 13 BLK 13 ALLENTOWN ADD 0179002760 CITY OF TUKWILA 47TH AVE S & S 125 ____ LOT 14 BLK 13 ALLENTOWN ADD 0179002762 CITY OF TUKWILA 47TH AVE S & S 125 ____ _ LOT 15 BLK 13 ALLENTOWN ADD 0179002764 CITY OF TUKWILA 47TH AVE S & S 125 LOT 16 BLK 13 ALLENTOWN ADD 0179002766 0179002795 0179002800 0179002820 CITY OF TUKWILA 47TH AVE S & S 125 LOT 17 BLK 13 ALLENTOWN ADD KING COUNTY 47TH AVE S & S 125 LOT 18 BLK 13 ALLENTOWN ADD LOT 19-21 BLK 13 ALLENTOWN ADD LOT 22-23 BLK 13 ALLENTOWN ADD CITY OF TUKWILA 47TH AVE S & S 125 PEROVICH,CHRIS M 47TH AVE S & S 125 0179002830 LADINES,DEAN S LOT 24-25 BLK 13 A 12501 50TH PL S _ LOT 24-25 BLK 13 ALLENTOWN ADD 0179002835 - 0179002840 HULMAN,HUGH HOGAN LOT 27 BLK 13 ALLENTOWN ADD LADINES,MARGARITA S 4925 S 125TH ST LOT 25-26-27 BLK 13 ALLENTOWN LOT 28-29 BLK 13 ALLENTOWN ADD 0179002845 0179002860 HARDIN,CHRISTOPHER R 12507 50TH PL S NGUYEN,SINH V LOT 30-31 BLK 13 A 12523 50TH PL S 12529 50TH PL S LOT 30-31 BLK 13 ALLENTOWN ADD LOT 32-33 BLK 13 ALLENTOWN ADD LOT 34-36 BLK 13 ALLENTOWN ADD_ _ 0179002885 CODIGA,JAMES A 0179002890 0179002950 CODIGA,JAMES A CITY OF TUKWILA 50TH PL S LOT 37-52 BLK 13 ALLENTOWN ADD 0179002952 0179003005 CITY OF TUKWILA 50TH PL S LOT 53-59 BLK 13 ALLENTOWN ADD BAILEY,EDWARD R 4603 S 124TH ST LOT 1-2-3-4 BLK 14ALLENTOWN ADD 0179003025 SCOWN,DANIEL M & KIM 4615 S 124TH ST 4623 S 124TH ST LOT 5-6-7 BLK 14_ALLENTOWN ADD- LOT 8-9-10 BLK 14 ALLENTOWN ADD 0179003030 0179003055 0179003070 KENNEDY,JACQUELINE 0 RIGSBY,ROBERT & KELLI 4705 S 124TH ST LOT 11 THRU 13 BLK 14 ALLENTOWN ADD DECKER,VICKIE LYNN 4715 S 124TH ST LOT BLK 14-15-16 BLK 14 ALLENTOWN ADD 0179003080 ANDERSON,LINDA M 4720 S 125TH ST LOT 16-17-18 BLK 14 ALLENTOWN ADD 0179003095 0179003115 0179003135 COMPO,CECIL R SR CHEN,WEI TING JONES,DAVID R 4801 S 124TH ST 4811 S 124TH ST 4815 S 124TH ST LOT 19 THRU 22 BLK 14 ALLENTOWN ADD LOT 23-26 BLK 14 ALLENTOWN ADD LOT 27-33 BLK 14 ALLENTOWN ADD LOT 34-36 BLK 14 ALLENTOWN ADD 0179003170 0179003200 PEROVICH,CHRIS M MARSHALL,LOREN H TRUST 4915 S 124TH ST 4919 S 124TH ST LOT 37-39 BLK 14 ALLENTOWN ADD 0179003210 2137000010 37 21000 DEBONAIR PROPERTIES LLC 5005 S 124TH ST LOT 40-44 BLK 14 ALLENTOWN ADD TONGUE,SCOTT 13001 57TH AVE S LOT 1 DUWAMISH TERRACE ADD TONGUE,SCOTT 13007 57TH AVE S D020 LOT 2 DUWAMISH TERRACE AD 2137000030 CHRISTENSEN,CAROL 13013 57TH AVE S LOT 3 DUWAMISH TERRACE ADD _ 2137000040 TONGUE,ROY A & HARRIET M LOT 4 DUWAMISH T __ LOT 4 DUWAMISH TERRACE ADD-------------- 2137000050 ENGLE,SARAH K 5730 S PAMELA DR LOT 5 DUWAMISH TERRACE ADD 2137000060 TONGUE,ROY A & HARRIET M LOT 6 DUWAMISH T LOT 6 DUWAMISH TERRACE ADD 2137000070 TONGUE,ROY & H LIVING TRUST 5729 S PAMELA DR LOT 7 DUWAMISH TERRACE ADD 20080520000332.004 Grantee: ... Parcel # (continued on page 2, 3 & 4) Owner Location Legal Description -- 2172000005 -BRATCHER,CHARLES E 13003 56TH AVE S; - LOT 1-3 EAST RIVERTON GARDEN TRS 2ND 2172000020 OBRYAN,ANITA & KELLY L 13009 56TH AVE S LOT 4 EAST R(VERTON GARDEN TRS 2ND 2172000025 ARCHER,BRYAN L 13013 56TH AVE S LOT 5 EAST RIVERTON GARDEN TRS 2ND 2172000030 LAMBERT,GLEN A TRUST 13017 56TH AVE S LOT 6 EAST RIVERTON GARDEN TRS 2ND 2172000035 LAiVIBERT,GLEN A TRUST 13021 56TH AVE S LOT 7 EAST RIVERTON GARDEN TRS 2ND 2172000040 BRATCHER,CHARLES E 13027 56TH AVE S LOT 8 EAST RIVERTON GARDEN TRS 2ND 2172000045 WELLER,WILLIAM 13031 56TH AVE S LOT 9 EAST RIVERTON GARDEN TRS 2ND 2172000050 JONES,THOMAS A 13039 56TH AVE S LOT 10-11 EAST RIVERTON GARDEN TRS 2ND 2172000060 ANDERSON,JOSEPH BURKE & MP 13049 56TH AVE S LOT 12-13 EAST RIVERTON GARDEN TRS 2ND 2172000070 RAMELS,BRADLEY G 13055 56TH AVE 0 LOT 14 EAST RIVERTON GARDEN TRS 2ND 2172000075 MALONE,CATHERINE P 13057 56TH AVE 3 LOT 15 EAST RIVERTON GARDEN TRS 2ND 2172000080 BENDFELT,ERIC T 13301 56TH AVE S LOT 16-18 EAST RIVERTON GARDEN TRS 2ND 2172000095 ZELLER,JILL M ETAL 13309 56TH AVE S LOT 19 & 20 EAST RIVERTON GARDEN TRS2ND 2172000105 BOLGEN,RICKEY FINN 13315 56TH AVE S LOT 21 EAST RIVERTON GARDEN TRS 2ND 2172000110 TINGLEY,BRYCE K & CHRISTINE I' 13319 56TH AVE S LOT 22 EAST RIVERTON GARDEN TRS 2ND 2172000115 FLICK,KEITH 13325 56TH AVE S LOT 23 EAST RIVERTON GARDEN TRSihT15 2172000120 TNG INVESTMENT PROPERTIES 13327 56TH AVE S LOT 24 EAST RIVERTON GARDEN TRS 2ND 2172000125 WHITEHEAD,MARYELLEN 13335 56TH AVE . LOT 25 EAST RIVERTON GARDENTRS 214D 21720007-126 WHITEHEAD,MARY ELLEN 13331 56TH AVE Si LOT 25 EAST RIVERTON GARDEN TRS 2N15 2172000130 DAVIS,AUDREY J 13341 56TH AVE S LOT 26-27 EAST RIVERTONdARDEN TRS 21,10 2172000140 COLLINGWOOD,KEITH G 13343 56TH AVE SLOT 28 EAST RIVERTON GARDEN TRS 2ND 2172000145 TONGUE,ROY & H LIVING TRUST 13347 56TH AVE S LOT 29 EAST RIVERTON GARDEN TRS 2ND 2172000150 PENOR,CHARLIE P JR & HELEN C 13351 56TH AVE S LOT 30 EAST RIVERTON GARDEN TRS21413 2172000155 CASTILLO,JOSE 13355 56TH AVE S LOT 31 EAST RIVERTON GARDEN TRS 2ND 2172000160 WHEATON,GERALD A JR & JANE 13361 56TH AVE S LOT 32 EAST RIVERTON GARDEN TRS 2ND 2172000165 TOON,WILLIAM B & WENDY L 13360 56TH AVE S LOT 33 EAST RIVERTON GARDEN TRS 2ND LESS ,. 2172000175 ROBERTSON,SUZANNE L 13354 56TH AVE $ LOT 34 EAST RIVERTON GARDEN TRS 2ND 2172000180 WHITHEAD,MARY ELLEN 13350 56TH AVE S LOT 35 EAST RIVERTON GARDEN TRSN 2ND 2172000185 AKERS,EDDIE & BARBARA 13344 56TH AVE S LOT 36 EAST RIVERTON GARDEN TRS 2ND 2172000190 BOECHLER,DWIGHT 13340 56TH AVE S LOT 37 EAST RIVERTON GARDEN TRS 2ND 2172000195 MILLER,BRIAN E 13336 56TH AVE S LOT 38-39 EAST RIVERTON GARDEN TRS 2ND 2172000205 THORNTON,RALEIGH J 13328 56TH AVE S LOT 39-40 EAST RIVERTON GARDEN TRS 2ND 2172000210 FINN,SANDRA L 13324 56TH AVE S LOT 41 EAST RIVERTON GARDEN TRS 2ND 2172000215 ALBRITTON,JONETH C 4 13312 56TH AVE S LOT 42-43 EAST RIVERTON GARDEN TRS 2ND 2172000225 HEISTUMAN,TODD 13302 56TH AVE $ LOT 44-45-46 EAST RIVERTON GARDEN TRS 2ND 2172000240 2172000241 EGBERT,DAN I E L 5612 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND SEIFERT,SUZANNE JEAN 5630 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND 2172000242 MCMANUS,BEARL E 5610 S 133RD ST LOT 47-48 EAST RIVERTON GARDEN TRS 2ND 2172000250 KNUDSON,GERALD 13140 56TH AVE S LOT 49-50 EAST RIVERTON GARDEN TRS2ND '2172000260 KNUDSON,JERRY C 13045 57TH AVE S LOT 51 EAST RIVERTON GARDEN TRS 2ND 2172000265 EISIMINGER WILLIAM F 13039 57TH AVE S LOT 52 EAST RIVERTON GARDEN TRS 2ND 2172000266 CALKINS,EARL W & TRESA 13042 56TH AVE S LOT 52 EAST RIVERTON GARDEN TRS 2ND 2172000271 DOKKEN,DAVID C & PEGGY L 13035 57TH AVE S LOT 53 EAST RIVERTON GARDEN TRS 2ND 2172000275 NEFF,DENNIS D 13036 56TH AVE S LOT 53-54 EAST RIVERTON GARDEN TRS 2ND 2172000280 2172000285 BRATCHER,CHARLES & JACKS0h 13030 56TH AVE S LOT 55 EAST RIVERTON GARDEN TRS 2ND LANDRETH,CHAD M 13022 56TH AVE S LOT 57 EAST RIVERTON GARDEN TRS 2ND 2172000290 2172000295 BFtATCHER,CHARLES E & MARGA ANDERSON,ROBERT W III 13003 56TH AV S LOT 56 EAST RIVERTON GARDEN TRS 2ND 13012 56TH AVE S LOT 58 TO 63 EAST RIVERTON GARDEN TRS 2ND 2172000296 LONG,TIMOTHY L 13004 56TH AVE S LOT 58 THRU 64 EAST RIVERTON GARDEN TRS 2h 2172000320 2172000330 KOSEL,ALICE 13008 57TH AVE S LOT 63-64 EAST RIVERTON GARDEN TRS 2ND LOT 65 EAST RIVERTON GARDENS 2ND LOT 66 EAST RIVERTON GARDEN TRS 2ND KINNEIR,GERALDINE S 5710 S 133RD ST 2172000335 BUCK,DIANE E 13048 57TH AVE S 2172000340 BARENE,R 0 13044 57TH AVE S LOT 67-68 EAST RIVERTON GARDEN TRS 2ND 2172000385 SCHWAB,ANTHONY S 30TH PL LOT 76 EAST RIVERTON GARDEN TRS 2ND 3347400135 3347400140 3347400145 BEYERS,CYNDEE & EDWARO L 11616 42ND AVE S LOT 19 & A BLK 2 HILLMANS MEADOW GARDENS I CODY,RHONDA F 11620 42ND AVE S LOT 20 BLK 2 HILLMANS MEADOW GARDENS DIV THOMAS,MARGUERITE L 11630 42ND AVE :S LOT 21 -22-23 BLK 2 HILLMANS MEADOW GARDEN 3347400160 3347400168 3347400175 3347400180 3347400185 BOLING,ROBERT & REBECCA LOT 24-25 -26 Hwy 11642 42ND AVE S 11646 42ND AVE s r LOT 24-25-26 BLK 2 HILLMANS MEADOW5AFIDEKit LOT 25-26 BLK 2 HILLMANS MEADOW GARDENS 0 LOT 27-28-29 BLK 2 HILLMANS MEADOW GARDEN; LOT 30 BLK 2 HILLMANS MEADOW GARDENS DIV 4 LOT 31 BLK 2 HILLMANS MEADOW GARDENS DIV GARAY,ALFREDO RIVAS TUKWILA SCHOOL DIST 406 BAKER,ROGER E 11658 42ND AVE S BAKER,ROGER E 11662 42ND AVE S 3347400190 _ 3347400200 BELCHER,MICHAEL A SMOJUER,LEE & LINDA • 11666 42ND AVE S 11802 42ND AVE S LOT 32-33 BLK 2 HILLMANS MEADOW GARDENS D LOT 34-35 BLK 2 HILLMANS MEADOW GARDENS D 3347400210 LOCKE,VERA DUWAMISH COM PRESBY CHURC 11810 42ND AVE S LOT 36 BLK 2 HILLMANS MEADOW GARDENS DIVO 3347400215 11814 42ND AVE S LOT 37 BLK 2 HILLMANS MEADOW GARDENS DIV0 3347400220 CASE,JR DUANE M 11818 42ND AVE S LOT 38 BLK 2 HILLMANS MEADOW GARDENS DIV 0 3347400225 FERTAKIS,JON E & MARY E 11822 42ND AVE '5 LOT 39-40 BLK 2 HILLMANS MEADOW GARDENS D 3347400235 KROBER,LISA & ANDREAS B 11830 42ND AVE S LOT 41-42 BLK 2 HILLMANS MEADOW GARDENS D 3347400245 BARNETT,JAMES 11838 42ND AVE S LOT 43 BLK 2 HILLMANS MEADOW GARDENS DIV/ 3347400250 SIMPSON, I RENE A 11840 42ND AVE S LOT 44 BLK 2 HILLMANS MEADOW GARDENS CR-/-0 3347400255 SHRINER,ROYCE 11850 42ND AVE S LOT 45-46 BLK 2 HILLMANS MEADOW GARDENS D 3347400265 EXTINE,WARREN W & CASSANDF 11854 42ND AVE S LOT 47-48 BLK 2 HILLMANS MEADOW GARDENS D 3347400275 EXTINE,ZACKERY M 11862 42ND AVE S LOT 49 BLK 2 HILLMANS MEADOW GARDENS DIV 0 LOT 50 131k 2 HILLMANS MEADOW GARDENS DIV # 3347400280 TRAN,YEN NGA T Lot 50 2 HILLMANS 0% 20080520000332.005 Grantee: (continued on page 2, 3 & 4) Parcel # Owner Location Legal Description 3347400285 TENG,TIENWIN 12016 42ND AVE 8 LOT 51-52 BLK 2 HILLMANS MEADOW GARDENS D 3347400290 HATT,STEVEN L 12020 42ND AVE S. ; LOT 52-53 BLK 2 HILLMANS MEADOW GARDENS D 3347400300 CITY OF TUKWILA 12026 42ND AVE S LOT 54-55 BLK 2 HILLMANS MEADOW GARDENS D 3347400310 BYRD,ELIZZA JEANEZ 12034 42ND AVE S LOT 56 BLK 2 HILLMANS MEADOW GARDENS DIV 0 3347400315 3347400320 M-EGALE,JOSEPH P 12038 42ND AVE S LOT 57 BLK 2 HILLMANS MEADOW GARDEN DIV #1 PITZER HOMES INC Lot 58 2 HILLMANS is LOT 58 BLK 2 HILLMANS MEADOW GARDEN DIV #1 3347400325 3347400335 WIEMAN,DANIEL 12048 42ND AVE S LOT 59-60 BLK 2 HILLMANS MEADOW GARDENS D MCDERMOTT,MICHAEL & SARAH 12054 42ND AVE S LOT 61 BLK 2 HILLMANS MEADOW GARDENS DIV i 3347400340 WOOD,HARTSELL W 12058 42N0 AVE S LOT 62 BLK 2 HILLMANS MEADOW GARDENS DIV1 3347400345 BIGELOW,GLADYS L 12062 42ND AV S LOT 63-64 BLK 2 HILLMANS MEADOW GARDENS D 3347400795 UNION TANK WORKS INC LOT 15-16 HILLMAN:LOT 15-16 BLK 4 HILLMANS MEADOW GARDENS 0 3347400810 FRAUENHEIM,JOSEPH L & MARIE 44TH PL S & 46TH A LOT 17 BLK 4 HILLMANS MEADOW GARDENS DIV 3347400815 FRAUENHEIM,JOSEPH L & MARIE 12014 44TH PL S LOT 18-19 BLK 4 HILLMANS MEADOW GARDENS D 3347400825 MEYERS,PATTI ETAL 44TH PL S & 46TH A LOT 20-21 BLK 4 HILLMANS MEADOW GARDENS D 3347400840 PRIMACIO,RICHARD KANANI 12034 44TH PL S LOT 22 THRU 25 BLK 4 HILLMANS MEADOW GARD 3347400860 KALALAU,PATRICK K & DESIREE I 12048 44TH PL S 12050 44TH PL S LOT 26-27 BLK 4 HILLMANS MEADOW GARDENS D 3347400870 LYMAN,ROBERT LOT 28 BLK 4 HILLMANS MEADOW GARDENS DIV 3347400875 DERRAMAS,BIENVENIDO R & EDh 12054 44TH PL S LOT 29 BLK 4 HILLMANS MEADOW GARDENS DIV 3347400880 PHAN,JIMMY 12060 44TH PL S LOT 30-31 BLK 4 HILLMANS MEADOW GARDENS D 3347400900 STANLEY,SHARON L 12072 44TH PL S LOT 32-33 BLK 4 HILLMANS MEADOW GARDENS D 3347400910 STANLEY,SHARON L 44TH PLS & S 121S1 12084 44TH PL S LOT 34-35 BLK 4 HILLMANS MEADOW GARDENS D LOT 36-37 BLK 4 HILLMANS MEADOW GARDENS D 3347400915 3347400930 WILKINSON,DOREEN WANG,TONY T T & SHERRY S F 12092 44TH PL S LOT 38 & 39 BLK 4 HILLMANS MEADOW GARDENS 3347400935 3347400945 GLESSNER,JIM I 44TH PL S & S 122N LOT 40 BLK 4 HILLMANS MEADOW GARDENS DIV OLSON,KATHLEEN M 4904 S 122ND ST LOT 41 & 42 BLK 4 HILLMANS MEADOW GARDENS 3347400950 3347400965 OLSON,KATHLEEN M 44TH PL S & S 122N LOT 43 BLK 4 HILLMANS MEADOW GARDENS DIV LOT 43-44 BLK 4 HILLMANS MEADOW GARDENS D LOFTUS,THOMAS J 4918 S 122ND ST 3347401330 3347401475 3347401485 MALARA PROPERTIES LLC 12065 44TH PL $ LOT POR BLK 6 HILLMANS MEADOW GARDENS DI' MATEVOSOV,ARAM 12091 44TH PL S LOT 30-31 BLK 6 HILLMANS MEADOW GARDENS D MALARA PROPERTIES LLC 12065 44TH PL S LOT 32 BLK 6 HILLMANS MEADOW GARDENS DIV 7344000011 HOANG,JERRY 13036 57TH AVE S LOT 1 RIVERSIDE PARK ADD 7344000020 DYSON,PATRICIA A 5702 S PAMELA DR PAMELA DR LOT 2 & 3 RIVERSIDE PARK ADD 7344000040 7344000050 POWELL BUILDERS INC LOT 4 RIVERSIDE PARK ADD — VALLIEU,DENNIS PAMELA DR LOT 5 RIVERSIDE PARK ADD 7344000060 CITY OF TUKWILA PAMELA DR LOT 6 RIVERSIDE PARK ADD 7344000070 CITY OF TUKWILA PAMELA DR LOT 7 RIVERSIDE PARK ADD 7344000080 CITY OF TUKWILA PAMELA DR LOT 8 RIVERSIDE PARK ADO 7344000090 CITY OF TUKWILA PAMELA DR LOT 9 RIVERSIDE PARK ADD 7344000110 BEHR,TED 5703 S PAMELA DR LOT 10 & 11 RIVERSIDE PARK ADD 7344000120 SALLIA,LISA L 5701 S PAMELA DR LOT 12 RIVERSIDE PARK ADD 20080520000332.006 City of Tukwila Washington Ordinance No. 1 vl AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ESTABLISHING SEWER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; ESTABLISHING WATER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, upon completion of the Allentown Phase 2 and Foster Point neighborhood revitalization project that installed water, sewer and surface water improvements, the City Council desires to have in place an equitable and adequate rate structure to finance the operation and maintenance of the water and sewer utilities; and WHEREAS, water and sewer lines meet Washington State Department of Health standards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection fee that is determined by the infrastructure construction cost and total number of potential connections; and WHEREAS, Allentown Phase 2 and Foster Point sanitary sewer construction costs have been projected based on approximately 250 connections; and WHEREAS, Allentown Phase 2 and Foster Point water construction costs have been projected based on approximately 250 total connections; NOW, THEREFORIE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. Sewer Connection Charges 14.17.050 Allentown Phase 2 and Foster Point Sewer Connection Charges. A. Allentown Phase 2 and Foster Point homes existing on September 1, 2007 will be required to connect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral, and if: 1. -septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Tukwila's Allentown Phase 2 and Foster Point sewer connection fee will start at $15,000 and increase by $600 (4% of $15,000) per year until 2017, in accordance with RCW 35.92.025: 20080520000332.007 Until Charge December 31, 2008 $15,000.00 December 31, 2009 $15,600.00 December 31, 2010 $16,200.00 December 31, 2011 $16,800.00 December 31, 2012 $17,400.00 December 31, 2013 $18,000.00 December 31, 2014 $18,600.00 December 31, 2015 $19,200.00 J December 31, 2016 $19,800.00 ✓ December 31, 2017 $20,400.00 The maximum Allentown Phase 2 and Foster Point sewer connection fee thereafter will be $20,400.00, in accordance with RC:W 35.92.025. C. Payment options for Tukwila's Allentown Phase 2 and Foster Point sewer connection fees are as follows: 1. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be deferred if applicants qualify as low-income households in accordance with City policies that are in effect at the time of application. The sewer connection fee will be placed as a lien on the property's title, and must be paid before there is a change of ownership. 2. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be paid on a time plan, included with their monthly water bills. The monthly payment, with an annual interest rate of 4%, will be calculated for a 5-year, 10--year, or 15-year term. Only existing individual single-family applicants are eligible for the payment plans. 3. New homes constructed after September 1, 2007 are required to make full sewer connection fee payment before issuance of the City of Tukwila's building permit. New homes are also required to pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 4. Change of ownership requires payment in full of the sewer connection fees. Remodeling construction is required to pay sewer connection fees prior to issuance of building permit unless home is on the payment plan, which may be continued. 5. Monthly payments may be started prior to obtaining a sewer connection permit. 6. Monthly payments may be initiated as a payment method until December 31, 2017 for Allentown Phase 2 and Foster Point. After December 31, 2017, the sewer connection fee must be paid in full. D. Notice of sewer availability and connection requirements shall be placed on titles of properties within Tukwila's Allentown Phase 2 and Foster Point area with sewer service. Section 2. Water Connection Charges 14.17.060 Allentown Phase 2 and Foster Point regular water connection charges. A. Residences existing prior to September 1, 2007 and connected to the water system will not be assessed a water connection fee. B. New homes constructed after September 1, 2007 are required to make full water connection fee payment upon issuance of the building permit. RECEIVED FEB 22 2016 LI6000' 20080520000332.008 C. Tukwila's Allentown Phase 2 and Foster Point water connection fees will start at $8,247.13 for any new single-family water connection, and will increase by $329.88 (4% of $8,247.13) per year until 2017, in accordance with RCW 35.92.025: Until Charge December 31, 2008 $ 8,247.13 December 31, 2009 $ 8,577.01 December 31, 2010 $ 8,906.89 December 31, 2011 $ 9,236.77 December 31, 2012 $ 9,566.65 December 31, 2013 $ 9,896.53 December 31, 2014 $10,226.41 December 31, 2015 $10,556.29 .a December 31, 2016 $10,886.17 ✓ December 31, 2017 $11,216.05 The maximum Allentown Phase 2 and Foster Point water connection fee thereafter will be $11,216.05, in accordance with RCW 35.92.025. Section 3. Boundaries. 14.17.070 Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and South 115th Street on the north. Foster Point is bordered by South 130th Place to the east, the Duwamish River on the south and the north, and includes 56th Avenue South, 57th Avenue South, South 133rd Street and Pamela Drive. The areas are shown on the attachment to this ordinance, and incorporated herein by this reference as if set forth in full. Section 4. Funding. 14.17.080 Funding recovery review. The successful implementation of later phases of the Sewer Plan for the four residential areas is dependent on the repayment of general fund revenues from the connection fees. The City Council will review connection requirements, exemptions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded. Section 5. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 6. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this ©T" day of AL., 3 LA 5TL , 2007. ATTEST/ AUTHENTICATED: E. Cantu MC City Clerk APPROVED AS TO . BY: 0 'c - • e Ci '- ttrney Steven M. Mullet, Mayor Filed with the City Clerk: 0 - -- 0 Passed by the City Council: g ,Q - or) Published: g - 3 - 7 Effective Date: .? g - O-7 Ordinance Number: `-.1'� 1 Attachment: Map — Allentown and Foster Point Irnprovements, Phase 2 20080604000746.001 Return: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188-2599 1111111111111111 20080604000746 TUKUILi1 CITY 0 ORD PpGE001 OF 004 0S/04/2008 11:1S KING COUNTY, WA Title: City of Tukwila Ordinance # 2177 - Sewer & Water Connection Requirements Grantor: City of Tukwila 6200 Southcenter Blvd Tukwila WA 98188 Grantee: Blanket Document - see parties listed with associated parcels below. Legal Description: As listed and associated with parcels listed below. Assessor's Property Tax Parcel: Blanket Document - see parcels numbers below. Number to 25 6-1 6-2 Parcel # 2172000070 2172000075 6-3 6-4 6-5 6-6 6-7 2172000080 2172000095 2172000105 2172000110 2172000115 6-8 2172000120 6-9 2172000125 6-10 2172000126 6-11 6-12 6-13 6-14 2172000150 6-15 2172000155 6-16 2172000160 6-17 2172000165 6-18 2172000175 6-19 2172000180 6-20 2172000185 6-21 2172000190 Owner Location Legal Description _ RAMELS,BRADLEY G 13055 56TH AVE S LOT 14 EAST RIVERTON GARDEN TRS 2' MALONE,CATHERINE P 13057 56TH AVE S LOT 15 EAST RIVERTON GARDEN TRS 21\ BENDFELT,ERIC T 13301 56TH AVE S LOT 16-18 EAST RIVERTON GARDEN TRS ZELLER,JILL M ETAL 13309 56TH AVE S LOT 19 & 20 EAST RIVERTON GARDEN TF BOLGEN,RICKEY FINN 13315 56TH AVE S LOT 21 EAST RIVERTON GARDEN TRS 21\ TINGLEY,BRYCE K & CHRISTINE P 13319 56TH AVE S LOT 22 EAST RIVERTON GARDEN TRS 21\ FLICK,KEITH f 13325 56TH AVE S LOT 23 EAST RIVERTON GARDEN TRS 2F' TNG INVESTMENT PROPERTIES 13327 56TH AVE S LOT 24 EAST RIVERTON GARDEN TRS 2t, WHITEHEAD,MARYELLEN 13335 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2l WHITEHEAD,MARY ELLEN 13331 56TH AVE S LOT 25 EAST RIVERTON GARDEN TRS 2' 2172000130 DAVIS,AUDREY J 13341 56TH AVE S LOT 26-27 EAST RIVERTON GARDEN TRS 2172000140 COLLINGWOOD,KEITH G 13343 56TH AVE S LOT 28 EAST RIVERTON GARDEN TRS 2N 2172000145 TONGUE,ROY & H LIVING TRUST 13347 56TH AVE S LOT 29 EAST RIVERTON GARDEN TRS 2N PENOR,CHARLIE P JR & HELEN C 13351 56TH AVE S LOT 30 EAST RIVERTON GARDEN TRS 2N CASTILLO,JOSE 13355 56TH AVE S LOT 31 EAST RIVERTON GARDEN TRS 2N WHEATON,GERALD A JR & JANE 13361 56TH AVE S LOT 32 EAST RIVERTON GARDEN TRS 21\ TOON,WILLIAM B & WENDY L 13360 56TH AVE S LOT 33 EAST RIVERTON GARDEN TRS 2H ROBERTSON,SUZANNE L 13354 56TH AVE S LOT 34 EAST RIVERTON GARDEN TRS 21\ WHITHEAD,MARY ELLEN 13350 56TH AVE S LOT 35 EAST RIVERTON GARDEN TRSN AKERS,EDDIE & BARBARA 13344 56TH AVE S LOT 36 EAST RIVERTON GARDEN TRS 2NBOECHLER,DWIGHT 13340 56TH AVE S LOT 37 EAST RIVERTON GARDEN TRS 2I 16-22 2172000195 MILLER,BRIAN E 13336 56TH AVE S LOT 38-39 EAST RIVERTON GARDEN TRS 1.6-23 2172000205 THORNTON,RALEIGH J 13328 56TH AVE S LOT 39-40 EAST RIVERTON GARDEN TRS I6-24 2172000210 FINN,SANDRA L13324 56TH AVE S LOT 41 EAST RIVERTON GARDEN TRS 2h L25 2172000215 ALBRITTON,JONETH C 13312 56TH AVE S LOT 42-43 EAST RIVERTON GARDEN TRS 20080604000746.002 City of Tukwila Washington Ordinance No. ') AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, 'WASHINGTON, ESTABLISHING SEWER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; ESTABLISHING WATER CONNECTION FEES FOR ALLENTOWN PHASE 2 AND FOSTER POINT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, upon completion of the Allentown Phase 2 and Foster Point neighborhood revitalization project that installed water, sewer and surface water improvements, the City Council desires to have in place an equitable and adequate rate structure to finance the operation and maintenance of the water and sewer utilities; and WHEREAS, water and sewer lines meet Washington State Department of Health standards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection fee that is determined by the infrastructure construction cost and total number of potential connections; and WHEREAS, Allentown Phase 2 and Foster Point sanitary sewer construction costs have been projected based on approximately 250 connections; and WHEREAS, Allentown Phase 2 and Foster Point waterconstruction costs have been projected based on approximately 250 total connections; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. Sewer Connection Charges 14.17.050 Allentown Phase 2 and Foster Point Sewer Connection Charges. A. Allentown Phase 2 and Foster Point homes existing on September 1, 2007 will be required to connect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral, and if: 1. -septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Tukwila's Allentown Phase 2 and Foster Point sewer connection fee will start at $15,000 and increase by $600 (4% of $15,000) per year until 2017, in accordance with RCW 35.92.025: 20080604000746.003 Until Charge December 31, 2008 $15,000.00 December 31, 2009 $15,600.00 December 31, 2010 $16,200.00 December 31, 2011 $16,800.00 December 31, 2012 $17,400.00 December 31, 2013 $18,000.00 December 31, 2014 $18,600.00 December 31, 2015 $19,200.00 December 31, 2016 $19,800.00 December 31, 2017 $20,400.00 The maximum Allentown Phase 2 and Foster Point sewer connection fee thereafter will be $20,400.00, in accordance with RCW 35.92.025. C. Payment options for Tukwila's Allentown Phase 2 and Foster Point sewer connection fees are as follows: 1. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be deferred if applicants qualify as Iow-income households in accordance with City policies that are in effect at the time of application. The sewer connection fee will be placed as a lien on the property's title, and must be paid before there is a change of ownership. 2. Sewer connection fees for Allentown Phase 2 and Foster Point residences existing prior to September 1, 2007, may be paid on a time plan, included with their monthly water bills. The monthly payment, with an annual interest rate of 4%, will be calculated for a 5-year,10-year, or 15-year term. Only existing individual single-family applicants are eligible for the payment plans. 3. New homes constructed after September 1, 2007 are required to make full sewer connection fee payment before issuance of the City of Tukwila's building permit. New homes are also required to pay in full the current fee set for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to the Public Work's final inspection approval. 4. Change of ownership requires payment in full of the sewer connection fees. Remodeling construction is required to pay sewer connection fees prior to issuance of building permit unless home is on the payment plan, which may be continued. 5. Monthly payments may be started prior to obtaining a sewer connection permit. 6. Monthly payments may be initiated as a payment method until December 31, 2017 for Allentown Phase 2 and Foster Point. After December 31, 2017, the sewer connection fee must be paid in full. D. Notice of sewer availability and connection requirements shall be placed on titles of properties within Tukwila's Allentown Phase 2 and Foster Point area with sewer service. Section 2. Water Connection Charges 14.17.060 Allentown Phase 2 and Foster Point regular water connection charges. A. Residences existing prior to September 1, 2007 and connected to the water system will not be assessed a water connection fee. B. New homes constructed after September 1, 2007 are required to make full water connection fee payment upon issuance of the building permit. 20080604000746.004 C. Tukwila's Allentown Phase 2 and Foster Point water connection fees will start at $8,247.13 for any new single-family water connection, and will increase by $329.88 (4% of $8,247.13) per year until 2017, in accordance with RCW 35.92.025: Until Charge December 31, 2008 $ 8,247.13 December 31, 2009 $ 8,577.01 December 31, 2010 $ 8,906.89 December 31, 2011 $ 9,236.77 December 31, 2012 $ 9,566.65 December 31, 2013 $ 9,896.53 December 31, 2014 $10,226.41 December 31, 2015 $10,556.29 December 31, 2016 $10,886.17 December 31, 2017 $11,216.05 The maximum Allentown Phase 2 and Foster Point water connection fee thereafter will be $11,216.05, in accordance with RCW 35.92.025. Section 3. Boundaries. 14.17.070 Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and South 115th Street on the north. Foster Point is bordered by South 130th. Place to the east, the Duwamish River on the south and the north, and includes 56th Avenue South, 57th Avenue South, South 133rd Street and Pamela Drive. The areas are shown on the attachment to this ordinance, and incorporated herein by this reference as if set forth in full. Section 4. Funding. • 14..17.080 Funding recovery review. The successful implementation of later phases of the Sewer Plan for the four residential areas is dependent on the repayment of general fund revenues from the connection fees. The City Council will review connection requirements, exemptions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded. Section 5. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 6. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this c� O Ttl day of ALA 3 k,t , 2007. ATTEST/ AUTHENTICATED: _-�.u! . 6 C ix- L E. Cantu, MC, City Clerk APPROVED AS TO ZM BY: Steven M. Mullet, Mayor Filed with the City Clerk: e - -0 Passed by the City Council: gap -or) Published: S - g 3 . C> 7 Effective Date: 7- .? g - O 7 Ordinance Number: '-1'31) ) Attachment: Map -- Allentown and Foster Point Improvements, Phase 2 PLAT OF Seetinfigilddition _Ectst Rft,er•tt;it 6.(wcipzi 177rrif 1905 70 if/NG COUNTY W,A511 DESCRYPT I0e4 79 7-/i/ir. .,-,F21 Cf //Jar. -5ECOND.1,040/770/,OF .tr.,7.57- Fe/WIRTOA, 0.4ROE/V fR.AC'7,5 --,•••-• • '''' -..--- 'Ar-c--g,''-''''' '' ' ."''''''-'-- -.'77',"‘ •'''', • -,,.,,,'". c.,7twit,c3 ail ai ii.e ,..5'04.1thwc-.14 Quans;" c 0./x ....5ou-h'veast Qua,Pc.,, and .42, Toy "*--...' ==--,• :, A '41:,V;•41, + .... • • tr7 5Ce,:o7e7 q 07/id aill. NOr7.:;71r4,1, Q,./0/1a- c..1 /he /1/0117CCX.".1 Quar;',-...c arna' 1..nt, ;- • * ., - :Gi4 .1 0 ".^"..11 ', ,- -` ...e.4., , 7-,4•0, 7i,f-e,e. aria ,51, 1;7 oCCAPP Pf-, 0/1 ,:i Tawns)10 f,3 th..0"4/7, •=a-il CI /.' er M rhe ./ktb/ /.6;,),/ Bencia.// ! .‹../oh,2e Do,2,2/,9 Cia;n7 rdvLb e9a613 fad/ /V. El7zz!zio"r,? .31 th'X Car,- //; Z2.7.: A"; R. 4 Eats, glyhe /244,7 ..9// 40/, 7:42c4 nin71 P,X7e CleG pth. •i, Comex, maraoce .vY C. on1 5.5/ 0/.> MG .5/0,5 at/date ,/ilefleed /0/ 14//4i7C-5•6 C0,7e...re, Ave carne,..K5 50'oo the OEM GATiON • • • m/VOrri 44L MEN BY -7-/./4-5E A.R/V77.5.* 77207' 4 1,2.! . F. Patien, owa4., .t.'::•... /;7./C.5.•-.5//77,0/5. t, 7/7e abokn. o'a,ecr/bea, Noe/ o/ /and ernbrae•e.o' ,•:-7•:.ila'.. ,, .T.. .... i..s.ti.,. •., 0/7/754eei 15'0,0 S.EcoivE) .4DOir/OPI F_.1-5 r/F/Y4Y77-47A, C.,,,/i:FZ*N 725.'.9C,S• '', •• m.;-x: i of ,A1.,,q Ccian,,y,ilti..5,7ii-4ion, rkes /"X....re.4.y ,,,IC7ife 0,9Cf C/4C/G,M..;50/ivipk7f ,:,.., . . .. . • ' . dna r-r.//cot lo ...,*. is 7 .:, c‘ 07C pNhtc ilarn...,.-.,-, 0_5 acsa. ,for 414,12,g.....-vgys, .___, . '''-'••,•;,,t,.,.: 0.0 .51,e/Ser, 01,[1a 94,.1.7, cl.,' • roads, and a_0474,4,4,5voys 05,cikek'd i'7,--..t,7,7. ‘,.-,!, .:1•,t . ".,., • •-.• . - .., 1..,5 ,o/t7 rd/fir-5.5 whe.reaf e no,d. nc,,,„,t. .5ci my hand C 2 _sc,41 thA. i..?'..:- - . .. . . day, ci acr.r.rnbc..e /905: . In presc.,-, of - A Cro E. Nf...n;,ft.. ....„„64,eY,r PC, gay95. 7kalic....,,A9P-0*.'.. - 1p,aper..--..::. ....' .-... ,..C. c.k,rgerA5 • .,c,;,... . :. . "‘. . • . ... .. „.. 1.S1 • dO ,5r_Of.E O. • A.EF,L,k.R -,•77.7" • !" \ .9,,opro,c.a• th.; -4747.490..5. axt ac„. Of.49.4•'... • 0.,./71.1-27.,:15/0/75.15 •••• 154. N. 367/e6 .k7e/ed rt-aarti a/ rage/es/0" D. /4 /90.5 a/ ,55 r1-7/.,,oaCS, ,e'.4f. aaac-ecaraed ,n Va/ /2 a Plal ctiya 7.1 Records \ Coon ty itt e • ( 126 151 :49 145 0 '9 • 41,4 174 • — • •••• \ 170 %. : 1 ). u- ..e. t ,.,,......'...vi,..';`.;". . - 6 5 . . ..... ? ' 1 .., . .. 15' :'•-•.-- ..1..2...7 ..iza- ' i•5...7)- ,tc;:,;..... • ,:5.?, ,,,,,,, 1 .cl. , _.,..., .„,,,,,.,., '• • •."1.• • , 114- )1J rt. • • • ACKNOWLEDGMENT ,,57rd 6.6 ...Counig a'/,;79 J 15 tocerffif 44-iatoo Y.47/,:s Dc.r.le.rnbc-r beloye, /re the ur.ders`Ake,a a Nalofy .' (500' ,10., .540.e da.4( .54K:74,-2 cOrne: PeRPoltt.'en,fi yo.1kj Xnawro? ihe ,4211.54,bC47-To pin! a,:/ ore (K.H.,*0,..va5ay,57 to rrfe ,to/ /76 ...51 0,70 %Set:2k°' ,5(1•114 05 i'Vre-C a/7ci oci arc' ya, the r_plc" "-AA-poses er-e,;7 /776,744t0C.d arp-2e,7 os his prop.-.V. rnu and 9.72Cia: .5ea/ 1/7,f, 012y yar? th/:5 CC57`&04.1. 0. /14 7a,99:7re Atthry .PethPC j2 crdfor thc -5112/e. 9/ !OE', 1,4. I. . • 107 05 .,• 14(251-2,;7zzo, /r-sir/ry -.1eatile wis............,ammLoima.6.ma•dk...*d. Ages Engineering, LLC g A Geotechnical & Environmental Services LLC P.O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Y LLtsr�J- 1 ll yV 12... L Community Development Phuong Nguyen 6516 — 431d Avenue S. Seattle, WA. 98118 Subject: Geotechnical Evaluation Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Parcel Number: 2172000215 January 27, 2016 Project No. A-1249 Dear Mr. Nguyen, As requested, we have completed a geotechnical evaluation for the new development planned at the subject site located at 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The location of the site is shown on the Site Vicinity Map provided in Figure 1. We were provided with a Roadway and Drainage Plan, and a Landscape Plan showing the existing site topography, existing conditions, and the planned development. Based on the plans provided to us, and our conversation with the project Civil Engineer, we understand the existing residence will remain as Lot 1 and three new residential lots will be created on the site. Lot 2 will be located along the northeastern property line towards the front of the site. Lot 3 and Lot 4 will be located along the southeastern end of the site. Access to the new lots will be provided by an easement driveway that extends through the center of the site. The Duwamish River borders the southeastern property line of the site. The planned site development will include clearing the wild vegetation form the sites' southeastern slope and replacing it with typical landscape bushes and trees. The Landscape Plan indicates the shoreline along the southeastern side of the site will be cleared and revegetated from the waterline to 60 feet onto the site. The existing maple tree located at the western end of the shoreline will remain. All other vegetation will be removed and native species will be replanted. From the water edge to approximately 5.0 feet, the new vegetation will be a groundcover consisting of Sawbeak Sedge, Slender Rush and Small -fruited bulrush. A silt fence will be placed in this area along the shoreline to protect the Duwamish River from sediment. Willow and Dogwood will be planted from the water edge to approximately 15.0 feet from the water edge. Paper Birch Trees and Western Red Cedar Trees along with Salal, Oregon Grape, and Currant bushes, and Kinnikinnick groundcover will be Mr. Phuong Nguyen January 27, 2016 planted from 15.0 feet to approximately 55.0 feet. From 55.0 feet to 60.0 feet, the new vegetation will consist of a groundcover of Beach Strawberry. We understand that prior to development on the site, the City of Tukwila has requested a geotechnical evaluation of the current and expected stability of the sites' southeastern slope area adjacent the Duwamish River. 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. SCOPE OF WORK The purpose of our service was to perform a geotechnical evaluation of the site soil and groundwater conditions to determine the current and expected stability of the sites' southeastern slope area. Specifically, the scope of services for this Geotechnical Evaluation included 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 two test holes in the sites' southeastern slope area to a maximum depth of 10.0 feet below surface grades. • Providing a quantitative and qualitative slope stability analysis of the sites' southeastern slope area. SITE CONDITIONS Surface The subject site is an irregular shaped residential lot located at the 13312 — 56th Avenue South in the Foster area of Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the southwestern portion of the site. The site is bordered with single-family residences to the north and south, 56th Avenue South to the west and the Duwamish River to the east. Site access is provided from 56th Avenue South along the west side of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the east at surface inclinations ranging from 3 to 5 percent. A short slope exists adjacent the Duwamish River along the east side of the site. Site vegetation consists of various landscape bushes and trees around the existing residence, field grass along the majority of the site, some medium-sized deciduous and coniferous trees along the north property line, and small bushes and thick blackbeny bushes along the river shoreline. Page - 2 - Mr. Phuong Nguyen January 27, 2016 Mapped Soils The Geologic Map of Des Moines, Washington maps the soil in the vicinity of the site as Alluvium (Qal). The Alluvium was deposited after the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The Alluvium was deposited by The Duwamish River as it meandered back and forth across the Duwamish Valley. The Alluvium will typically be found in a loose to medium dense condition 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. Site Explorations On January 22, 2016 a representative from our office was on site to explore subsurface conditions at the site by advancing 2 hand -augured test hole to a maximum depth of 10.0 feet below existing surface grades. The approximate Test Hole locations are shown on the Exploration Location Plan provided in Figure 2. Our representative continuously monitored the excavations, maintained logs of the subsurface conditions encountered in each test hole and test boring, obtained representative soil samples, and observed pertinent site features. The specific number, location, and depth of the explorations were selected by Ages Engineering, LLC personnel in the field. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) provided in Figure 4. The explorations performed as part of this evaluation indicate subsurface conditions at specific locations only and actual subsurface conditions can vary across the site. Furthermore, the nature and extent of any such variation may not become evident until additional explorations are performed or construction activities begin. The test hole logs are provided in Figure 5. Representative soil samples obtained from the test holes were placed in sealed containers and taken to a laboratory for further examination and testing. The moisture content of the soils obtained during our exploration were determined and are presented on the test hole logs. Site Soils The soils we observed underlying the site during our site explorations confirmed the mapped stratigraphy of the site area. The soils encountered in the Test Holes consist of native sand with silt consistent with Alluvium. The soils observed in both our hand -augured test hole consisted of 6 inches of topsoil and roots overlying moist, loose to medium dense, sand with silt consistent with Alluvium. The test hole logs are provided in Figure 5. Page - 3 - Mr. Phuong Nguyen January 27, 2016 Groundwater i �J We encountered groundwater seepage in both of the test holes advanced at the site. The groundwater table at the site coincides with the water level in the adjacent Duwamish River. SLOPE STABILITY ANALYSIS The computer program WinStabl was used to determine the overall stability of the site in its current configuration and for both static and seismic conditions in the post -development configuration. Slope failure surfaces were analyzed using the Bishop Circular Method, which is a circular failure force equilibrium method. All calculations were performed by the computer model WinStabl, which requires user input of the topographic surface, soil strength properties, groundwater information, and other loads, including seismic and building loads. The surface data was provided by the topographic site plan provided to us and our observations and measurements in the field. The soil parameters used in the analysis are interpreted, estimated, and/or assumed based on the visual observations, field and laboratory testing, empirical correlations, and experience with similar soil and groundwater conditions in the vicinity of the subject site. Once the parameters have been determined, the critical failure surfaces and associated factors of safety for the modeled slope and development conditions can be calculated. The critical surface is the surface or plane most likely along which the soil mass will slide. The factor of safety is the ratio of the sum of moments resisting movement over the sum of moments driving movements. Accordingly, a slope with a factor of safety less than 1.0 has more driving forces than resisting forces, while a factor of safety greater than 1.0 has more resisting forces than driving forces. Industry standard requires that the post -development site conditions have a factor of safety of 1.5 and 1.2 against failure for static and seismic conditions, respectively. To analyze the stability of the site, we performed our analysis on the slopes observed adjacent the Duwamish River along the southeast side of the site. A diagram delineating the location of our slope stability analysis line is provided in Figure 2. We encountered the loose to medium dense native alluvial soils in this location. Based on our site observations, provided site topography, and encountered subsurface soil and groundwater conditions, we established both dry and saturated unit weight, isotropic strength intercept (cohesion), and isotropic strength angle (phi angle) for the various soil types. Ages Engineering assigned soil unit weight and strength parameters based on our experience, field explorations accomplished on this site, as well as index laboratory testing accomplished on this parcels and adjacent properties. Based on our review, we conclude the assumed values for the various soil types appear to fall well within the range of tabulated values in the literature, and in some instances, the values appear to be conservative. The following table summarized our assigned soil strength properties. Page - 4 - Mr. Phuong Nguyen January 27, 2016 TABLE 1 Estimated Properties of On -Site Soils Soil Type Dry Unit Weight (pc Sat. Unit Weight (pc Isotropic Strength Intercept (psf) Internal Strength Angle (degrees) Valley Lacustrine Deposits 125 130 0 30 The site seismic stability conditions were analyzed by applying a horizontal acceleration equal to one-half of the appropriate peak ground acceleration. Based on current standard of practice, we used a design peak ground acceleration of 0.2g for the site. Table 1 summarizes soil properties, based on "Geotechnical Properties of Geologic Materials", by Koloski, Schwarz, and Tubbs, Washington Division of Geology and Earth Resources Bulletin 78, as presented in Volume 1, ENGINEERING GEOLOGY IN WASHINGTON. The medium dense silty sand with gravel is interpreted to be the old fill while the dense to very dense sand with silt and gravel is interpreted to be the Advance outwash. Using the Bishop Circular method, we generated several failure surfaces for the pre- and post - development conditions using both the static and seismic loading conditions. Our analyses yielded the following safety factors: TABLE 2 Calculated Factor of Safety Development Condition Factor Of Safety Pre Development (Static) 500 Post Development (Static) 500 Post Development (Seismic) 500 Graphical output of the WinStabl analysis, indicating the ten most critical failure planes and corresponding factors of safety for the pre development and the two post development models are included in Figures 6 through 8. CONCLUSIONS AND RECOMMENDATIONS Based on our evaluation and slope stability analysis, the site slopes are currently stable and are expected to remain so after development of the planned new residences, clearing, and replanting the slope Page - 5 - Mr. Phuong Nguyen January 27, 2016 are concluded. Provided the shoreline is replanted according to the Landscape Plan provided to us, it is our opinion that development of the site will not result in instability to the existing southeastern slope. Minimal Risk Statement Based on our evaluation, with the site developed as shown on the plans provided to us, it is our opinion the proposed development will not result in slope instability at the site or on adjacent properties and the risk for such occurrence will be minimal. ADDITIONAL SERVICES If changes are made in the loads, grades, locations, configurations 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, Ages Engineering, LLC 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 the 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. 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 Mr. Phuong Nguyen and his authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations 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 remediation 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. Page - 6 - Mr. Phuong Nguyen January 27, 2016 Q We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, Ages Engineering, LLC 1 i..Y21RES //•OQ -2o6 I Bernard P. Knoll, II, P.E. Principal BPK:bpk Project No.: A-1249 ATTACHMENTS: Figure 1 — Site Vicinity Map Figure 2 — Exploration Location Plan Figure 3 — Geologic Map Figure 4 — Unified Soil Classification System Figure 5 — Test Hole Logs Figure 6 — Pre -Construction, Static Conditions Figure 7 — Post -Construction, Static Conditions Figure 8 — Post -Construction, Seismic Conditions Page - 7 - dAk• S 126th St 34t1s tit R1Vertorl S 13Flth St 142nd `t 5 14,2nd SI St Rk'fflon Riverton Crest Cemetery 1yry Riverton Heights 51fiOth St 2000,feet 500 m S 133rii r'~ 5 144th sr S 158th St q 5 :Sikh St 156 5 1h St S Ltlth Si'� 2R Approximate Site Location 900 kw S ?28:h Si ., _a aotan Rt: P' kr^9 „way a,•rn <.vo a Ages Engineenng, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineeing_com Site Vicinity Map Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 1 LOCATION OF SLOPE STABILITY ANALYSIS KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 • Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Exploration Location Plan Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 2 Approximate Site Location Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Geologic Map Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 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 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 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 SiIty 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 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_ O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineenng.com Unified Soil Classification System (USCS) Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project No.: A-1249 January 2016 Figure 4 Ages Engineering, LLC P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 DATE: January 22,2016 Test Hole TH-1 LOGGED BY: BPK ELEV: Depth (feet) 0 trg'inches TO OTT Soil Description Notes M% I Other Dark gray SAND with silt, trace organics, fine-grained sand, medium dense, moist (Lucustrirrie Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. DATE: January 22, 2006 Test Hole TH-2 LOGGED BY: BPK ELEV: Depth (feet) Soil Description Notes M% I Other 0 5 10 Dark gray SAND with silt, trace organics, tine -grained sand, medium dense, moist. (Lucustrine Deposits) Test Hole terminated at a depth of 10.0 feet below surface grades. No groundwater seepage encountered. Figure 5 pray. No.: A-1249 55 s0 45 40 35 30 25 20 15 10 5 0 $ -10 -15 -20 -25 -30 -35 -40 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Pre Development, Static Conditions Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 i • r -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 (scale in Feet) Figure 6 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Slope Stability Analysis — Post Development, Static Conditions 5o 45- 404 35 30 25 20. 15' 10- 5- 0 -5 -10 -15 -20- -25 -30 -35 -40 Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 (scale in Feel) 70 75 80 85 90 95 100 105 110 115 120 125 130 Figure 7 Phuong Nguyen Residential 13312 — 56th Avenue S. Tukwila, Washington Project Number A-1249 Scope Stability Analysis — Post Development, Seismic Conditions Problem: Phuong Nguyen Residential - FS Min- Bishop = 500 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 85 70 75 80 85 90 95 100 105 110 115 120 125 130 (Scale in Feet) Figure 8 \ COMPLE APPLICATION ECKLIST 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, once deemed complete, 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 both Public Works and Planning. APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. Xcopies). 2. Completed Application Form (page 7) and notarized Hold Harmless Agreement (page 9) (5 x3. Application Fee: See Land Use Fee Schedule for Standard App fee. X 4. Project Value Documentation. X5. Public Notice Materials and fee. See item A (page 4) for details. X 6. Project Description/Analysis (5 copies) and other environmental reports (2copies). See item B (page 4) for details. X- 7. Drawings (5 copies) Additional copies may be required upon determination that the application is complete: a). Site Plan See item C (page 4) for details. X b). Site Cross Sections along the shoreline . See item D (page 5) for details. 'x c). Landscape Plans. See item E (page 5) for details. d). Civil Plans. See item F (page 5) for details. i.-4/ e). Other plans to help explain the project such as elevations, lighting plan, signage etc. See item G (page 6) for details. x 8. One set of all plans reduced to 8 1/2" by 11" or 11" by 17". z 9. An electronic copy of all project application materials. / i4 10. Other land use applications, as applicable: SEPA Environmental Checklist, Design Review Application (see TMC 18.44.110 for review criteria), Special Permission, Director, for buffer reduction requests. A. PUBLIC NOTICE MATERIALS: 1. Payment of notice board fee (see Land Use Fee schedule) to Fast Signs 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). 2. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; Or provide CPL Page 2 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/02/2014 2:36 PM Check items submitted with application Information i_.quired. May be waived in unusual cases, upon approval of both Public Works and Planning. 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. You will receive a separate bill for this fee and payment is due prior to issuance of the decision. 3. If providing your own labels, include King County Assessor's map(s) which highlights each property within 500 feet of the project, and are included on the mailing list. B. PROJECT DESCRIPTION/ANALYSIS AND OTHER ENVIRONMENTAL REPORTS: - X1. Vicinity Map with site location - does not have to be to scale. 'A 2. Provide: a) a written discussion of project consistency with the Review Guidelines(see page 11), or a reference on plan sheets illustrating compliance with the Review Guidelines; and b) a response to the No Net Loss Checklist (see pages 13-14). Check with a planner if you are unsure what criteria apply to your project.• _ ( �A 3. Provide two copies of sensitive area studies if needed per TMC 18.44.090 D (Environmentally Sensitive Areas within the shoreline jurisdiction section of the SMP). 4. Provide an analysis of river bank stability if alteration of the riverbank is proposed. See TMC ` 18.06.696 for the definition of a riverbank analysis and report. Hit 5. Provide two copies of any other studies prepared for the project (Biological Assessment etc.). C. SHORELINE SITE PLAN: 7' 1. The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". 2. Identify existing top of bank, landward and riverward toe of levee (or toe of bank if no levee), ordinary high water mark and base flood elevation (i.e., the 100 year flood). u/A- 3. For work riverward of the OHWM: Distance work extends into the river and distance to Federal projects and navigation channels. ?(' 4. Identify the location of the shoreline buffer (measured from the Ordinary High Water Mark) applicable to the shoreline environment in which the project is located: • Shoreline Residential Buffer - show where the top of the river bank would be at a 2.5:1 slope from OHWM and add twenty feet. If there is not enough room on the parcel for this buffer, the minimum buffer width is 50 ft.; • Urban Conservancy Buffer —100 ft. non -levee area; 125 ft. in leveed area; • High Intensity Buffer -100 ft. • The Aquatic Environment includes the area waterward of the OHWM and does not have an identified buffer. CPL Page 3 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/02/2014 2:36 PM l Check items submitted with application Information k,.,.quired May be waived in unusual cases, upon approval of both Public Works and Planning. p/A, 5. Show any levee/riverbank maintenance easements. xaltering / ` 6. Construction limit lines and areas of clearing/grading/filling. See TMC 18.44.070 J for land regulations. Removal of any significant trees or native vegetation in the shoreline jurisdiction requires a Shoreline Tree Removal and Vegetation Clearing Permit. f I% 7. Show public access and/or trails per TMC 18.44.100. 8. Show building footprint, parking lots, driveways, loading and service areas. See TMC 18.44.070 I for parking regulations. ij//fir 9. Identify any sensitive areas and their buffers, as applicable. D. CROSS -SECTIONS FOR SHORELINE PROJECTS (` SHORELINE CROSS SECTIONS at maximum 75' intervals along the shoreline showing: 1. Existing and proposed elevations and improvements; 2. Limits of the applicable shoreline buffer and 200 foot shoreline jurisdiction, as measured from the OHWM; 3. The top of bank elevation, landward catch point toe of levee, riverbank toe, ordinary high water mark and base flood elevation (i.e., the 100 year flood as determined by the Federal Emergency Management Administration - FEMA), and levee/ riverbank maintenance easement and the location of the top of bank at a 2.5:1 slope. E. LANDSCAPE PLAN: )( 1. Landscape planting plan by a Washington State licensed landscape architect or an approved biologist. Plans must include the type, quantity, spacing and location of all plantings, soil preparation and amendment, irrigation, weed management, mulching and maintenance plan. Invasive vegetation must be removed and native vegetation planted. Maximum size 24" x 36". See TMC 18.44.080 for requirements. 2. Show all existing trees over 4" in caliper, indicating those to be retained, those to be removed and any tree protection measures required. Any trees removed over 4" in caliper are subject to the replacement requirements of TMC 18.44.080 B.4. )< 3. Provide notes on landscaping sheets that address consistency of landscaping with requirements of TMC 18.44. F. CIVIL PLANS: K1. 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 size 24" x 36". n 2. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.tukwilawa.gov/pubwks/bulletins/cablist.html , Bulletin A7 and related documents for further information. T 3. Existing (dashed) and proposed (solid) topography at 2' intervals. K4. / Construction limit lines, areas of clearing/grading/filling including volume and type of expected cut and fill. `s( 5. Existing and proposed utility easements and improvements. 6. If additional impervious surface is proposed, provide a storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). For guidance on preparation of the Technical Information Report contact the Public Works Dept. or go to: www.tukwilawa.gov/pubwks/pwpermit.html#SURFWATER. CPL Page 4 of 10 W:\\L.ong Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/02/2014 2:36 PM Check items submitted with application Information 1._guired. May be waived in unusual cases, upon approval of both Public Works and Planning. See also TMC 18.44.070 D for additional surface water regulations. K7. Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps which are available at the Tukwila Public Works Department counter. 8. Show all site improvements including footprints of all existing and proposed buildings, paved areas and any shoreline stabilization structures proposed in the shoreline. See TMC 18.44.070 E. J 9. Show fences, rockeries and retaining walls. f-VA, 10. Show docks and other overwater structures. See TMC 18.44.070 K. G. OTHER PLANS: 1. If new construction is proposed, provide dimensioned and scalable building elevations with keyed colors and materials. Show • echanical equipment and/or any proposed screening. 2. If site lighting changes . - proposed, provide a luminaire plan including location and type of street and site lighti ; elude proposed fixture cut sheets, site light levels (foot-candles), and what measures will b sed to shield adjacent properties and the river from glare. 3. All exist g and proposed signage with sign designs and locations. See TMC 18.44.070 L. 4. An • ther drawings or materials needed to explain your proposal. CPL Page 5 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP Permit 07/02/2014 2:36 PM NO NET LOSS CHECKLIST What is No Net Loss? The Washington State Shoreline Management Act (SMA) requires protection of the natural resources and ecological functions of the shoreline environment. Ecological functions are processes that characterize the river and its shoreline and form habitats for water- and land -based wildlife and vegetation. Ecological processes depend on the geology, soil type, topography, climate, and other physical characteristics in the region. In the Green/Duwamish River watershed, key ecological processes include: • river flows, tidal fluctuations and saltwater influences; • creation, transport and deposition of sediment (for example scouring of soils, and erosion and formation of mud -flats or beaches); • transport of nutrients (from decomposition of plants and other organic materials); • provision of woody debris from fallen limbs and trees along the banks or in the water (the trunks and branches help form pools for fish); and • water quality (such as vegetation that can help to filter out pollutants that are washed into the river from parking lots and vegetation that can help reduce temperatures in the river, important for fish, especially salmon). These physical and biological processes comprise the ecological functions of the shoreline. The state guidelines that implement the SMA, adopted in 2003, establish the standard of "no net loss" of shoreline ecological functions for land uses and development within the shoreline jurisdiction. The No Net Loss standard is designed to stop the introduction of new negative impacts to shoreline ecological functions resulting from new development. Tukwila's Shoreline Master Program (SMP) defines no net loss as a: "...standard intended to ensure that shoreline development or uses, whether permitted or exempt, are located and designed to avoid loss or degradation of shoreline ecological functions that are necessary to sustain shoreline natural resources." In other words, the existing conditions of the shoreline ecological functions should not deteriorate due to new permitted development or new land use. A loss of ecological function can occur when a physical condition such as vegetation along the shoreline is removed or when habitat is altered through the construction of a dock or pier or other structures over this habitat. In order to maintain shoreline ecological functions, negative impacts must be mitigated to restore an equivalent amount of ecological function. The approach to mitigation must follow the mitigation sequencing steps adopted in the SMP (see next page). It should be noted that the SMA and the City's SMP also require improvement of shoreline functions, and therefore, some re -vegetation of the shoreline will be required in proportion to the scale of the project, regardless of whether there is a net loss to ecological functions. CPL Page 9 of 10 W:\\Lung Range Projects\Shoreline\New Shoreline Pemrits\4-11-12 SSDP 07/17/2014 10:16 AM On a separate sheet of paper, please respond to the following questions to evaluate your project's impacts and assist in analyzing whether there will be a net loss to shoreline ecological functions requiring mitigation: 1. Describe the existing condition of the shoreline area and riverbank. For example, what plants and how much vegetation currently exist within the 200 foot shoreline jurisdiction; what is the condition of the shoreline (how steep are the banks, is there any erosion or slope failure, what are the soils like); is there "hard armoring" on the riverbank (for example, concrete or wooden bulkheads, metal sheet piling, rip -rap [rocks or concrete/asphalt blocks]), is there paving or are there any structures within the 200 ft. shoreline jurisdiction; are there any docks, piers, decks or other structures near or over the water; are there any above -ground or below ground utilities; etc.? 2. How will your project change the existing condition of the shoreline described above? 3. Please respond to the questions in the following chart - A No Net Loss analysis (prepared by a qualified biologist) must be prepared if the response to any of the questions in the chart below is "yes": WILL THE PROJECT: NO YES a. Alter/remove vegetation in the shoreline jurisdiction? b. Alter the river bank (i.e. re -slope bank, add armoring etc.)? c. Add fill in the shoreline jurisdiction? d. Discharge new stormwater to the river? e. Store or use hazardous materials in the shoreline jurisdiction? f. Construct an in- or over -water structure? g. Increase impervious surface in the shoreline jurisdiction? 4. The way to achieve no net loss of ecological function is to mitigate the loss through one or a combination of the mitigation sequencing steps identified below. If preparing a No Net Loss analysis, please discuss how your project addresses the following mitigation sequencing steps (TMC 18.44.070 H.3.): a. Avoiding the impact altogether by not taking a certain action or parts of an action; b. Minimizing impacts by limiting the degree or magnitude of the action and its implementation by using appropriate technology or by taking affirmative steps to avoid or reduce impacts; c. Rectifying the impact by repairing, rehabilitating, or restoring the affected environment; d. Reducing or eliminating the impact over time by preservation and maintenance operations; e. Compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and f. Monitoring the impact and the compensation projects and taking appropriate corrective measures. CPL Page 10 of 10 W:\\Lung Range Projects\Shoreline\New Shoreline Pemilts\4-11-12 SSDP 07/17/2014 10:16 AM ` 5130 S. 166th Lane SeaTac, WA 98188 206-229-6422 No Net Loss 1. Currently, vegetate and blackberry grows along the riverbank and grass and weeds grow on the shoreline area. There is a 24" maple on the riverbank which to remain. The riverbank has about 40% to 45% sleep slope with no sign of erosion or slope failure. There is no hard armoring, bulkhead or rip -rap along the riverbank. There is an existing shed and garage which to be removed and existing house to remain within the 200 feet OHWM. There is existing sewer service line connect to the side of the house. Other than that, there is no other utilities within the shoreline jurisdiction. 2. The proposed project will not change anything from existing condition. 3. A. Yes. Remove vegetation and blackberry and replant plants & trees per landscape plan. B. No C. No D. No E. No F. No G. Yes, 450 square foot 4. The project proposed to remove all the vegetation and blackberry and replants plants and trees along the buffer to enhance the area. The project doesn't propose any alter to the river bank or build anything within the require building buffer setback to OHWM. a �:77'4r Pt. r-) C) Community Development CITY OF TUKWILA SHORELINE Department of Community Develoj i �� "��' > "SUBSTANTIAL 6300 Southcenter Boulevard, Tukwila, WA 98188 12 Telephone: (206) 431-3670 = J DEVELOPMENT Community Development PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SHORE Planner: File Number: 4l (c00p (o Application Complete (Date: ) Project File Number: Pej [ ��c� Application Incomplete (Date: ) Other File Numbers: L / b _ 6665 819). -re /%ctQol L&-OdOS NAME OF PROJECT/DEVELOPMENT: JV C clye / s a e_ - i T BRIEF DESCRIPTION OF PROJECT: 4 ' 7S 5://7 A44 j . G ��7')Uf 7/1..55 le) 12CA(Al eti LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1 Ave LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement or NWMaps.net). 74 GOD PROJECT VALUE (PLEASE ATTACH DOCUMENTATION): /5;g3o. op 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: + / P,t/A.rk) Address: 30 /66 la -rAc 14),4 7f /50 Phone: IC %' 11// — , 4/4( FAX: E-mail: P.g . e./\ ,C e 4 • CD/!il Signature: �` Date: cyD0°//,6 CPL Page 6 of 10 W:\\Long Range Projects\Shoreline\New Shoreline Permits\4-11-12 SSDP 07/02/2014 2:36 PM Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID ProjectTRAK 1,2 L16-0006 Address: 13312 56TH AVE S Apn: 2172000215 ;240.05: n SUBSTANTIAL DEVELOPMENT TOTAL FEES PAID BY RECEIPT: R7691 R000.322.100.00.00 0.00 $1,240.05 $1,2.40.05 Date Paid: Friday, February 12, 2016 Paid By: THANG QUANG TRAN Pay Method: CHECK 742 Printed: Friday, February 12, 2016 4:17 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID ProjectTRAK ;7 L16-0006 Address: 13312 56TH AVE S Apn: 2172000215 ,718: SHORELINE $1,577.95 SUBSTANTIAL DEVELOPMENT R000.322.100.00.00 0.00 $1,577.95 TECHNOLOGY FEE $140.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7692 R000.322.900.04.00 0.00 $140.90 $1,718.85 Date Paid: Friday, February 12, 2016 Paid By: PHAN BUSINESS GROUP Pay Method: CHECK 1236 Printed: Friday, February 12, 2016 4:17 PM 1 of 1 CRWSYSTEMS Cost Estimates - Shoreline Substantial Development Utilities Unit Unit Price Quantity Cost CB -type 1 EA $1,500.00 1 $1,500.00 6" ADS N12 Pipe LF $15.00 88 $1,320.00 6" PVC side sewer pipe LF $10.00 96 $960.00 6" Cleanout EA $250.00 2 $500.00 Landscape Tree replacement & Restoration LS $2,500.00 1 $2,500.00 $0.00 Road/Parking /Access 2" AC with 6" rock SY $30.00 130 $3,900.00 Reconstruct Conc. Stairway LS $1,500.00 1 $1,500.00 Signs LS $100.00 1 $100.00 Consultant Services Civil Engineer LS $1,000.00 1 $1,000.00 Landscape Architect LS $750.00 1 $750.00 Geotechnical Engineer LS $1,800.00 1 $1,800.00 *Cost including mobilization *Total Cost $15,830.00 NI 12 .,. Community Development Cost Estimates - Shoreline Substantial Development Utilities Unit Unit Price Quantity Cost CB -type 1 EA $1,500.00 1 $1,500.00 6" ADS N12 Pipe LF $15.00 88 $1,320.00 6" PVC side sewer pipe LF $10.00 96 $960.00 6" Cleanout EA $250.00 2 $500.00 Landscape Tree replacement & Restoration LS $2,500.00 1 $2,500.00 $0.00 Road/Parking /Access 2" AC with 6" rock SY $30.00 130 $3,900.00 Reconstruct Conc. Stairway LS $1,500.00 1 $1,500.00 Signs LS $100.00 1 $100.00 Consultant Services Civil Engineer LS $1,000.00 1 $1,000.00 Landscape Architect LS $750.00 1 $750.00 Geotechnical Engineer LS $1,800.00 1 $1,800.00 *Cost including mobilization *Total Cost $15,830.00 r! Er, E. L V r 1173 . 32 Community Development Cost Estimates - Shoreline Substantial Development Utilities Unit Unit Price Quantity Cost CB -type 1 EA $1,500.00 1 $1,500.00 6" ADS N12 Pipe LF $15.00 88 $1,320.00 6" PVC side sewer pipe LF $10.00 96 $960.00 6" Cleanout EA $250.00 2 $500.00 Landscape Tree replacement & Restoration LS $2,500.00 1 $2,500.00 $0.00 Road/Parking /Access 2" AC with 6" rock SY $30.00 130 $3,900.00 Reconstruct Conc. Stairway LS $1,500.00 1 $1,500.00 Signs LS $100.00 1 $100.00 Consultant Services Civil Engineer LS $1,000.00 1 $1,000.00 Landscape Architect LS $750.00 1 $750.00 Geotechnical Engineer LS $1,800.00 1 $1,800.00 *Cost including mobilization *Total Cost $15,830.00 Community Development Cost Estimates - Shoreline Substantial Development Utilities Unit Unit Price Quantity Cost CB -type 1 EA $1,500.00 1 $1,500.00 6" ADS N12 Pipe LF $15.00 88 $1,320.00 6" PVC side sewer pipe LF $10.00 96 $960.00 6" Cleanout EA $250.00 2 $500.00 Landscape Tree replacement & Restoration LS $2,500.00 1 $2,500.00 $0.00 Road/Parking /Access 2" AC with 6" rock SY $30.00 130 $3,900.00 Reconstruct Conc. Stairway LS $1,500.00 1 $1,500.00 Signs LS $100.00 1 $100.00 Consultant Services Civil Engineer LS $1,000.00 1 $1,000.00 Landscape Architect LS $750.00 1 $750.00 Geotechnical Engineer LS $1,800.00 1 $1,800.00 *Cost including mobilization *Total Cost $15,830.00 rN.00 Community Development t ILI 75 CC Cost Estimates - Shoreline Substantial Development Utilities Unit Unit Price Quantity Cost CB -type 1 EA $1,500.00 1 $1,500.00 6" ADS N12 Pipe LF $15.00 88 $1,320.00 6" PVC side sewer pipe LF $10.00 96 $960.00 6" Cleanout EA $250.00 2 $500.00 Landscape Tree replacement & Restoration LS $2,500.00 1 $2,500.00 $0.00 Road/Parking /Access 2" AC with 6" rock SY $30.00 130 $3,900.00 Reconstruct Conc. Stairway LS $1,500.00 1 $1,500.00 Signs LS $100.00 1 $100.00 Consultant Services Civil Engineer LS $1,000.00 1 $1,000.00 Landscape Architect LS $750.00 1 $750.00 Geotechnical Engineer LS $1,800.00 1 $1,800.00 *Cost including mobilization *Total Cost $15,830.00 K:\Working\R15690 — NGUYEN SHORT PLAT \CADD\Drawings\R15690—PS—CV.dwg Layout E NGUYEN SHORT PLAT 13312 56T1-I AVE S TUKWILA WA 98178 GENERAL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 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. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE 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 TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. TAX PARCEL NUMBER 2172000215 UTILmES 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 4. 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 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 CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN 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 CURRENT 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. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE 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 COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM ELEVATION DATUM FROM CITY OF TUKWILA PUBLIC WORKS STORM DRAIN MANHOLE #1 AS SHOW ON "FOSTER POINT - WATER, SEWER AND ROADWAY IMPROVEMENTS; 56TH AVENUE SOUTH, STA 19+20 - 24+60" FILE NO. 201142; DATED 02/05/05; SHEET C1.02; INVERT ELEVATION 10.63 FEET (AS SHOWN ON PLAN) + 5.6 FEET (FIELD MEASURED) = 16.23 FEET ELEVATION RIM "DATUM REFERENCES VERTICAL DATUM OF 1929 UGS" WATER: SEWER: POWER: CITY OF TUKWILA CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 TUKWILA, WA 98188 (206) 431-3670 (206) 431-3670 SEATTLE CITY LIGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206) 386-4200 GAS: PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: CENTURYLINK 1-800-475-7526 CABLE: COMCAST 1-866-771-2281 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCL(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR 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 SEDIMENT CONTROL STANDARDS. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Know what's below. CaII before you dig. CV EC1 PGl UT 1 DTI CONTACTS COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN, PRORLE AND SECTION UTILITY PLAN DETAILS REFERENCE SHEET N0, CV SHEET 1 OF 5 SHEETS COVER SHEET AND NOTES 0 0 N OWNER: PHUONG NGUYEN 13312 56TH AVE SOUTH TUKWILA, WA 98178 (206) 787-0482 CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. LEGEND PR PERTY LINE ADJACENT PROPERTY LINE - - ROW CENTERLINE ROW LINE - - BSBL W 55 5D PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE -o-0-0-o- SILT FENCE INLET PROTECTION ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT o$ o I,() E a J w 0 0 Z 2 a 2 J m 3 0 Z 2 d S CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION c _ 1) c z E O E 0 > w 0 z ng\R15690 — NGUYEN SHORT PLAT \CADD\Drawings\R15690—PS EX. HOUSE TO REMAIN • INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET 56TH AVE S 533"48'24"W EGRESS EASEMENT LOT1 (6,500 SQ. FT.) ;ltii$T4U- INLET PROTECTION PER DETAIL THIS SHEET (TYP) 0 < 5' PVT. SEWER EASEMENT or— TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) S33"48'1414/ 50.00' S EX. TREE TO BE REMOVED SEE LANDSCAPE ARCHITECT DRAWINGS FOR TREE REPLACEMENT (TYP) TO BE DEMOLISHED a< EX. TRgE TO REMAIN INSTALL TREE PROTECTION FENCE PER DETAIL THIS SHEET LOT 4 (7,705 SQ. FT.) iINSTALL SILT FENCE iIPER DETAIL THIS SHEET (TYP) HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. LOT 3 (8,683 SQ. FT) TO BE DEMOLISHED • Know what's below. CaII before you dig. CATCH BASIN 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 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES: LOCATION . CUT (CY) FILL (CY) SITE 55 30 PLACE 5 FEET TALL ORANGE FILTER FENCING AROUND THE DRIP LINE OR AN AREA AROUND THE TREE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER, WHICHEVER IS GREATER SIGNIFICANT TREE t 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. TOE IN SHEETING IN MINIMUM 4"X4" TRENCH SILT FENCE DETAIL PER 2009 KCSWDM FIGURE-C.3.0. SCALE: NONE 11771 10.0' MAX. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING t +/ TRACKED ONTO THE PUBLIC ROAD ROP/ UNDISTURBED GROUND TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED TREE PROTECTION FENCING DETAIL SCALE: NONE EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE 4" TO 8" QUARRY SPALLS NOTES VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY 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 ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE REFERENCE SHEET N0. EC1 SHEET 2 OF 5 SHEETS -J 0 0 Z J 0- U W Q 0 0 w O N N ti o8 z 0 tC) J DESIGNED BY z z Q 0-d J _ m CHECKED BY: z PROJ. MNGR: REVISION DESCRIPTION 'a 45 :'a ( 0 m Z orking\R15690 — NCUYEN SHORT PLAT \CADD\Drawings\R15690—PS—PG1.dwg E gg Know what's below. Call before you dig. 56TH AVE S I LOT 10-4 (6,500 SQ. FT) f INGRESS, EGRESS' w�..10411rX1€4SEMENT 0 EX. HOUSE TO REMAIN 5' PVT. SEWER EASEMENT TO BE DEMOLISHED TO BE DEMOLISHED HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 ft. 1 inch = 10 ft. FINISH GRADE • u z m a W.o_ v1-i wa :.5 a >..0..... .._1 36 ......1,.....; o .-_o.m. 32 +.co + c -0if 3 __- LL 28 ._... 11 �?!-......Il > FO-. _... ........ ra-� 0......r .... _`� mu w w j_ ....._. a.a fnQ a .. 20 I 400% _T L2:92 18 _. �..... _—.N.H - __._. ....... .. .... ...._.. - .� 18 4 N _ 30 LF 6 SD STUB @ 1.00% 09LFS ADSNI2SD CB#24YPE1 ilia. c_.. u_ n o... .... @0 50 / .... .. _ . STA 1 +25 00. 4 .... __ 1 8 3 T m olyu3m RIM 1�23 4 r-+-- ,vzy 11 .. _... ._. - IE(NWI 1355 4 —0—, a0 t iiaar cr 19 as 32 FILL SLOPE @ 10 00 /! 28 EX GROUND .124 20 CO r e X X v PVT ACCESS CENTERLINE 7 PVT.rCCESS CENTERLINE 0 -4 • i -4 m co co co co co cci co Ic cd co LO rn rl w 0) 9+80 10+00 10+20 10+40 10+60 ALL FUTURE BUILDING SHALL BE AT LEAST ONE FOOT ABOVE ELEVATION 15.5 (100 YEAR FLOOD ELEVATION) 10+80 11+00 a 11+20 11+40 11+60 60'BSBL 11+80 12+00 50' SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES: 0 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. 0 NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. ® CONSTRUCT 18' WIDE x 20' LONG PARKING PAD FOR LOT 1. ® REMOVE & RECONSTRUCT CONCRETE STEP AND LANDING. 0 INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION & PROFILE ON THIS SHEET. 0 INSTALL CB #1-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & DS-06 ON SHEET DT1. STA 10+13.50, 8.43' LT. Q INSTALL CB #2-TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-01 & DS-06. STA 11+25, 8.43' LT. p INSTALL 109 LF 8" ADS N12 SD @ 0.50%. ® INSTALL 6 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 0 INSTALL 30 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 0 INSTALL 30 LF 6" ADS N12 SD STUB @ 2.00%. SEE GENERAL NOTE 3. © INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. ORDINARY HIGH WATER MARK RIVER APPROX. TOE OF SLOPE PROPERTY LINE PVT. ACCESS ROAD 20' TO 40' INGRESS, EGRESS & UTILITY EASEMENT 10' TO 20' 10' TO 20' 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF SHEETS CL u) LLJ O Q N=Q z1-1-1 Ce5 �J >- Zcc)~ w� N (1) o o 8 oln E Z x a 2 J DESIGNED BY: Z Z Q Q x = n n J x CHECKED BY: cc z 0 n REVISION DESCRIPTION m i 0 z K: \Working\R15690 — NGUYEN SHORT PLAT \CADD\Draw ngs\R15690—PS—UT1. Jon 08. 2016 — 2.00pm lit 56TH AVE S 1;1 O P: :.c rEX.8"SEWERMAIN j�j i11 ("1-11.1,,,,) 131 / _ . APPROX. 7' DEEP1i 6" SIDE SEWEA, EX. POWER POLE tEX8" WATER MAIN 20',INGRE S, EGRESS' 1 & UTILITY EASEMENT 1; EX. HOUSE TO REMAIN\ = LOT1 (6,500 SQ. FT.) 533.4824'W 50.(IB' LOT 4 (7,705 SQ. FT.) S HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 1 I \1= LOT2 .(6,500 SQ. FT.) EX. 6N, SIDE SEWER STUB` APPROX, 7' DEEP (FIELD VERIFY) 5' PVT. SEWER EASEMENT 02 ri^ 533`4824W 50.00' ..;.D=41 3 LOT 3 (8,683 SQ. FT) Jo TO BE DEMOLISHED TO BE DEMOLISHED 0 _3 0 O EX. FIRE/ HYDRANT Know what"s below. CaII before you dig. ELEVATION CAST IRON RING AND COVER NOT TO SG. City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SS-03 00.03 .r."w... B. SHELTON ) CONSTRUCTION NOTES: 0 SAWCUT & PAVEMENT PATCHING PER CITY OF TUKWILA STANDARD SHEET RS-03. 0 INSTALL 1" WATER METER (3). BY CITY OF TUKWILA PER CITY OF TUKWILA STANDARD SHEET WS-01. ® INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 3. ® INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 4. ® INSTALL 135 LF 6" PVC SIDE SEWER @ 1.00% MIN. ® INSTALL 10 LF 6" PVC SIDE SEWER STUB @ 1.00% MIN. O INSTALL 18 LF 6" PVC SIDE SEWER @ 1.00% MIN. CONNECT TO EXISTING SIDE SEWER LINE. ® INSTALL 132 LF 6" PVC SIDE SEWER @ 1.00% MIN. ® INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. STA 11+00, 4' RT. RIM=18.61, IE=12.75 1® INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. RIM=17.50, IE=12.30 i© UTILITY TRENCH (POWER & COMMUNICATION LINES). POWER TO BE DESIGNED BY SCL. TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. ALL VlORK TC COFFORM TO THE CURRENT WSDOTIAPWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERLRL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY. DR AS DIRECTED BY CITY ENGNEER. TO =ALE PAVEMENT RESTORATION RS-03 314" OR 1- PARTS LIST: - 1" COUPLINGS MUELLER 110 X ANGLE STOP- BALL 1 - I.OR 3N" CORP STOP - BALL - TAILPIECE WTH FEMALE IRON PIPE THREAD MOT>:5: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS IAA -ERE POSSIBLE. 2. USE CLEAN 518" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER T OF THESE STANDARDS. City of Tukwila METER NA" OR I. W5-01 01.03 ....v.. B. SKELTON ) GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN, PROFILE & SECTIONS. REFERENCE SHEET NO. UT1 SHEET 4 OF 5 SHEETS ry 308 "3N 81 V b rn T S3 f- 0 0 50 N rH O 8 O ui T 2 _ J DESIGNED BY 2 a J ,- 2 2 a x x CHECKED BY: PROJ. MNGR REVISION DESCRIPTION r co r a 8" 0 Z K:\Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—DT1.dwg 6" RISER SECTION 12' RISER SECTION PRECAST BASE SECTION MEASURES., AI1OPOFIHEENS* NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0'. 2 CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHER WISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3 RFAAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM CO TtE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WTH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SMALL HAVE A WALL THICKNESS OF 2' VIM MUNI. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20'. KNOCKOUTS MAY BE EITHER ROUND OR'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE I/O ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR.F-8210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN CR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-00. 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. NOT TO WALE City of Tukwila CATCH BASIN TYPE 1 DS-01 011.03 AFFRwu. B. SHELTON SPOSIA 44 I ITERWG TORE MOM 01 CC TEITE 1111E ar kW TOP VIEW SECTION AA twv SLOT DETAIL LOCKING LID EC 1 6" SECTION 8-8 B2M.1 1. WELDING IS NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A I1.H8' TOLERANCE. 3. EDGES SHALL HAVE 1/8' RADIUS AND 1,Q' CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE LETTERING TO BE RECESSED 1/16'. S FMRASRS ORATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER B TFERMOPtASTC CATCH BASIN MARK84O TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WIT T SOLID UDS. 7. PLACE CATCH BASIN MARKING,'DU1FALL TO STREAM, DUMP NO POLLUTANTS', ON THE SURFACE OF EACH GRATE. PREFERABLY LOCATED N THE BORDER AREA. B. LOCKING UD REQUIRED. VANE DETAIL wa SECTION C-C MPOER NOT TAPE E.CR APPROVED EOM. `f MODUYwq ' 0AMa/1031KEAM CATCH BASIN MARKING NOS TOECN.E City of Tukwila CATCH BASIN & INLET WY": VANED GRATE DS ..........03........... _..... 4K wcnswwlau 011.03 ( LAST 04.06 AMOY.: BOB GBERSON, CITY ENGINEER MORTAR 4CDM6' SraTARRA JM' 'FOR SEPARATE CAST OLACE ,REG„TKS! JOIIIF 2ELAL FRAME AMD ORATE OR R060 ARO COVER - RISER OR ADJUSTMENT SEC11M St. COVER ETFP6 ANDIADDBI L_ RE ECRCMD STEEL nOusFw GAON oBASE msc FOR.. OSS SO NET* EACH EA. DMEEMON mrECRON FOUR SO. R EESE ROSE WITH *ITEM. RISER �RAMERDOMEFMYNOOMPACTEFOR FOR PRECAST A MPARATE CAST PI PAYE OR EEPNUTE PREGET MEE RON PORCIMc STEEL (FOR ,vARATE MS a «F_,1 Oil SO MET IN FAd °PEET. FORAa Ott e�OW+-r IN EKEI FACR DRUM nF OR v NOTES: ). HANDHOLDS iN RISER OR ADJUSTMENT SECTION SHALL NAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN 'B" IS 4' OR LESS. REFER TO DS-I0C AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE 512E IS 36" FOR 48' CATCH BASIN. 42 FOR 54' CATCH BASIN. AND48" FOR 60' CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8'. 3. ALL BASE REINFORCING STEEL SNAIL BE PLACED IN THE TOP HALF OF THE BASE. 1. MN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO 0S-06 FOR VANED GRATE AND CATCH BASIN MARKNGS. NOT 10 WALE City of Tukwila CATCH BASIN MEET: TYPE 2 (48"/64.1001 08412 0B.03 (IAETRE.MIDIE 04.04 AFFROFAL BOB GIBERSON, CTTY ENGINEER ELEVATION (FROM STREET) TYPICAL NOTES: SIDE VIEW 1. MAILBOX MUST BE TYPE'APPROVED BY THE POSTMASTER GENERAL' WITH A UNIFORM 80X STYLE AND METHOD OF ADDRESS IDENTIFICATON PER EACH STANDARD. Z LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND I5 TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. 4. CONSULT POSTMASTER FOR MINIMUM/MAXIMUM HEIGHT OF BOX AND OFFSET TO CURB. NOT TO WALE Ciry of Tukwila MAILBOX INSTALLATION MEET: RS-08 REVOKER El: 08.03 ( Lurraetwow 04.08 AFnm9 B08 GIBERSON, CITY ENGINEER NATIVE FILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" TRENCH X-SECTION NTS HOUSE PLAN VIEW OF ROOF NTS CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID PERFORATED TICCHTLINE STUB OUT O SCALE: NONE REFERENCE SHEET NO. DT1 SHEET 5 OF 5 SHEETS P, vJ CC UJ O Q UJ � u5 fV (9co1- co SITE DETAILS Lu Lll N N IJ Q) Z E J DESIGNED BY Q 0 2 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION 3- O Z FFE=16.5 b .�E.a.a✓..L Iw• Community Development 60' BSBL 50' 20' SHORELINE TYPICAL SECTION A -A SCALE: NONE APPROX. TOP OF BANK ELEV=16.0 BASE FLOOD ELEV=15.5 TOP OF BANK @ A 2.5:1 SLOPE Q 2 w F— >- cc Q z 0 O ELEV=5.5 APPROX. TOE OF SLOPE RIVER Feb 06, 2016 — 5:07pm Community Development NW1/4,\ iEC. 14-T23N-R4E, 56TH AVE S L ■. ...?'.'533.48'24'W EX. HOUSE TO REMAIN EX. TREE TO REMAIN LOT 111 (6,500 SQ. FT.) 533.98'29'W LOT 4 (7,705 SQ. FT.) APPROX, TOP OF BANK EX. TREE TO REMAIN 7 c. 30� A PLAN LOT2 .(6,500 SQ. FT.) 20' INGRESS, EGRESS & UTILITY EASEMENT 533.98'24 50.00' LOT 3 (8,6833 SQ. FT.) 15.5' BASE FLOOD ELEVATION HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. EX. FIRE HYDRANT (i EX. GARAGE TO BE DEMOLISHED EX. TREE TO BE REMOVED EX. SHED TO BE DEMOLISHED LIMIT OF PLANTING & RESTORATION OF RIVER BANK TAX PARCEL NUMBER 2172000215 LEGAL DESCRIPTION TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. LEGEND CONTACTS APPLICANT: HAN PHAN, PE (206) 229-6422 CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. PROPERTY LINE RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE ADJACENT PROPERTY LINE SURVEYOR SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. REFERENCE SHEET NO. Sf` 1 SHEET 1 OF 1 SHEETS SITE PLAN w:n p N W N N � N z 0 d 2 S DESIGNED BY: 2 1 S S CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION >- CO 0 O z Cor Dev, �a> TREE PROTECTION-5`o3(9:'7°rS ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER INCH OF TRUNK DIAMETER. TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED i (l munity opment ORDINARY HIGH WATER MARK ELEV=5.5' On� WATER EDGE 11/20/15) �61Mis9 RESTORATION PLANTING PLAN: SCALE: 1" = 10'-0" 6 GRAPHIC SCALE o e 10 I bch n 10 feet /-- Good stem/so 000,005 /...__ Son D,'lcce Src«.•c!iy sotu,aled sc.s ` - OSlcr tcnle sct_roted soils LIVE CUTTINGS PLAIVEL INIO S1 R-AAMBANK vecs'ol....^4' 1 Sock roof/rys :.1 Note' to` 24,3,S. 10 ^.5 ouyE. DB`UIe p:o'Sry. 2. See tent cnd re'erenres 'O. cda.t:nnc: inlo,rlctian. -Ltar_kfill, compact and irssis3ses �\ FARE -'ROOT PLANTS Note: Souk rcos 24 roars oe'ore p:.nn':ry 2 , e[(!th of Itra!I BALL AND B:URL:'S0 PLANTS 1 DO REPLACEMENT TREES -'6 REQUIRED E 4 PROVIDED 9.. , 5:0°0 0 *1440:00 14; *IF CfpCiTS) A PLANT SCHEDULE OR CHIP DEPTH 15.44.050 (C) I. INVASIVE VEGETATION MUST BE REMOVED AND NATIVE VEGETATION PLANTED AND MAINTAINED IN THE RIVER BUFFER. REMOVE GRASS AND A(KBERRY BY HAND OR WITH HAND-HELD POKER TOOLS. PRESERVING VEGETATION VEGETA,. AND TREE FENCMG SMALL BE A CRANCE u SAFETY NEI'MNG CANOPY ORP WE T- a 0W0000( IMP wLa MAY BE ADDED FOR ROOT PROTECT. FOAM FIN0D ARE. OUT0.E Or PROTECIAC -LNONG AREA, PROTECT ROOM 1-ICED OR LARGER M DIY. BY USING D E%CAVATIa RCIWgSS D. IMAM CI TRICT. 01. PROTECT H¢TATION OUTsrc CONSTRUCTION ZIiE FIT %CREWING OMST D. I M . xIa MDEun PROTECTED ROOT INE M. TIE CANOPY OR1P ANTE -ACTUAL FEEDER ROOK 0.0 .1 BEYOND CRP UIE SYMBOL: 4 ® ► FILTER FENCE IT u TVAL fEHCf POS YAM. RTER EMEND YATMK BAa111 MTN NA. sRx OR mRA. BAwuM TRFNCN ANO CM BON SOLD Cl IUrt /LBRGaRESM. FLIER FABRIC 101PNAA e0• MOTE BOLLS USE STAPLES a NE RINGS TO ATTACM FA.% ICE TO MIIMAMI00Y OR PRE DFOLIAL 2 0 1• Y 1po — 1ABRC a V (OPTIaK-PER SIR CCMC0.) RRRr�nM a nTER e•YIr NENa N07E: AMBLE SLT FENCE BAP( UP THE SLOPE AT THE END Ce RUN. SYMBOL. TREES • Oo0000000000 SHRUBS 0 0 0 0 DQTANICAL NAME / COMMON NAME Betula papyrifera / Paper Birch Th ja pucoto / Western Red Gedor BOTANICAL NAME / COMMON NAME Corpus stolonifero / Dogwood 6oultherlo shollon / Solal Mahonla oquiFolium / Oregon &rope Ribes so(gulneum / Red Flowering Currant I gol Salix sitchensis / 51tka Willow GROUND COVERS DOTANICAL NAME / COMMON NAME SIZE 2"Col 6'-8' Ht Live Stokes or Boreroot, 1/2" diam. min. I gal 1 go1 30 19 Live Stakes or Boreroot, 1/2" dicen. min. 104 ELSE SPACING ¢TY 4 4 Arctostaphylos uva-ursi / KinnikInnick 4"pot Carex stlpata / Sowbeok Sedge plugs Frogario chlloensls / Beach Strawberry 4"pot -kncu5 terluis / Slender Rush plugs Scirpus rrIcrocorpus / Small -fruited bullrush plugs Q1Y 146 328 18" o.c. 551 12" o.c. 112 18" o.c. 199 12" o.c. 114 12" o.c. 119 56th5i A t LOT 1 (6,500 SQ. FT) 200' OHWM 001 g Mom /11E12 TO REMAIN LOT 2 (6,500 SQ. FT.) TREE TO BE -\ REMOVED Nit TREE PROTECTION ZONE: . A MINIMUM 4 FEET.• HIGH CONSTRUCTION,: BARRIER SHALL BE' INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER INCH OF TRUNK DIAMETER. TREE TO REMAIN ? 'PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO 48 LOT (7,705 SQ. FT.) ORDINARY 1NN 3A1EA WAN EEEVd5' TREE TO BE REMOVED REQUIRES 6 REPLACEMENT TREES LOT 3 (8,683 SQ. FT.) REPLACEMENT TREES -6 REQUIRED ' 4 8 PROVIDED 0 WRIER EDGE 11/20/I5 TREE REPLACEMENT PLAN: SCALE: 1" = 10'-0" GRAPHIC SCALE 1 01d1 = 20 feet FRC., nTLL ,F)S,A:R.32vnN„n ew,P. LANDSCAPE PLAN 13312 56TH AVENUE SOUTH TUKWILA, WA RAWN o1.18)5 c OE 1/8" = 1_0" L1 TREE PROTECTION ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER I NCH OF TRUNK DIAMETER. TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED L J * **CA** 00C34E 000E4-k ORDINARY HIGH WATER MARK ELEV=5.5' Oa� WATER EDGE 11/20/15) �M,17,frp SH L RESTORATION PLANTING PLAN: SCALE: 1" = 10'-0" %d 7 GRAiPH I G SCALE -10 0 5 10 20 ' (IN P7) 1 Inch = 10 feet —Good . stem/soil / o€.l contact. w.•: �,?1 s.ur.foce: d{+lSeason i << I df :W vk1 �. i1r ut Wi..te:• tabke• Perrnane.r< y st:t.u'rcted voila. :LIVE CI TT. ' i:Cs: PLATED It4:T BARE.. F.. O1 I;.. :-. . •: ,. fJo : 7 i 1 roof. . 0.1.>r- betcite Bock ill; ✓fl"ft -firm an dd r o lti :. Q.1 nc 00 0 0 O i 000 0* 000000 * * 0 00 0 o J PLANT SC TREES 0 0 0 0 O 0 O O O 0 0 0�00000000 o SHRUBS _-.: ttc° x yy- of ~or 2, rs. F .:stv.l.;tl-, ��i.; ��L'::;r'.3 .<.3 .`�'1;:tF: 1. ,.r .2..'i:�l'1i=. io�. .2. .Sep references. for a. f:;��I,'or.<g< in(r.rnr£t;or1, i5. Z. :: :.. Width ..o ALI rr\ L• BURLAP L A€k.T 0 0 REPLACEMENT TREES -6 REQUIRED 8 PROVIDED HOGFUEL OR WOOD 2H14N DEPTH 15.44.050 (C) I. INVASIVE VEGETATION MUST BE REMOVED AND NATIVE VEGETATION PLANTED AND MAINTAINED IN THE RIVER BUFFER. REMOVE GRASS AND BLACKBERRY BY HAND OR WITH HAND-HELD POWER TOOLS. COMMON NAME Betula papyrifera / Paper Birch ThuJa plicata / Western Red Cedar BOTANICAL NAME / COMMON NAME Corpus stolonifera / Dogwood Gaultheria shallop / Sala PRESERVING VEGETATION VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING CANOPY DRIP UNE NOTES: 1. 3—INCH WOOD CHIP MULCH MAY BE ADDED FOR ROOT PROTECTION WITHIN FENCED AREA. 2. OUTSIDE OF PROTECTIVE FENCING AREA, PROTECT ROOTS 2—INCHES OR LARGER IN DIAMETER BY USING HAND EXCAVATION TECHNIQUES. 3. MINIMIZE CONSTRUCTION ZONE: PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE BY SEGREGATING IT WITH HIGH VISIBIUTY CONSTRUCTION FENCING. 111111lmlulliiliulllllllllilH 1, )A PROTECTED ROOT ZONE WITHIN THE 1 CANOPY DRIP UNE—ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP UNE SYMBOL: FILTER FENCE METAL FENCE POSTS 6'-0" MAXIMUM FILTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WARE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE —APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. SYMBOL: x x ® SI ZE 2 "Co I Ht SIZE Live Stakes or Bareroot, 1/2" diam. min. 1 gal Mahonia aquifolium / Oregon Grape I gal Ribes sanguineum / Red Flowering Currant 1 gal Sal1x sitchensis / Sitka Willow Live Stakes or Bareroot, 1/2" diam. min. GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE Arctostaphylos uva-ursl / Klnnikinnick 4"pot Carex stipata / Sawbeak Sedge plugs Fragarla chlloensis / Beach Strawberry 4"pot Juncus tennis / Slender Rush plugs SGirpus m1Grocarpus / Small -fruited bullrush plugs QTY 4 4 Orr 146 526 50 Iq 104 SPACING Orr Is" O.G. 12" o.c. Is" o.c. 12" o.c. 12" O.G. 557 112 Iqq 114 111 esm5d��k1,MEM ASPHALT WEDGE 0 LOT 1 (6,500 SQ. F� TT.�) rr�� Existing House #13312 TREE PROTECTION ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE „00 FROM TRUNK: Os I FOOT PER INCH OF it, TRUNK DIAMETER. TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMO\ QED LOT4 (7,705 SQ. FT.) _ J J ORDINARY HIGH WATER kiAFK , ELEV21151 C44v WATER EDGE 11/20/15 TREE TO BE REMOVED REQUIRES 6 REPLACEMENT TREES LOT 3 (8,683 SQ. FT.) L REPLACEMENT TREES -6 REQUIRED 1 4 S PROVIDED J TREE REPLACEMENT PLAN: SCALE: 1" = 10'-0" GRAPHIC SCALE -20 O 10 O 40 ONrT, I Inch = 20 feet 0 CP CO ,I oco 4\t:: PROJECT TITLE ,1% tandscape A State Washington registered of Architect 12evin certificate 4 Peterson no,I222 ICC 0 UJ LU 'CC I In CSII CI r. 4 (0) Cn CI 4 Development DRAWN DATE PP 01,18.16 REVISED DATE CHECKED DATE FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanClAukwila.wa.us DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the 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 and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. THANG QUANG TRAN State of Washington County of PHUONG N. NGUYEN On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Name as commissioned Title My appointment expires APPROVALS KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of , 20 King County Treasurer Deputy King County Treasurer TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee and Examined and approved this ____ day hereby certified for filing this day of , 20 Chairperson, Short Subdivision Committee Assessor Deputy Assessor Account Number 2172000215 RECORDING NO. VOL./PAGE EXISTING LEGAL DESCRIPTION LOTS 42 AND 43, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH TIDE OF THE DUWAMISH RIVER. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.. <0 4/ )\,, co co° /- ,z• c) ,Z) 4/'( Q S her /T rD vJ NOT TO SCALE PORTION OF _ NE 1 /4 of NW _1 /4, S. 1 4 _ T. 23 N., R. 4 _E., W.M. AND _ SE 1 /4 of NW _1 /4, S.^.1 4 _ T. 23 N., R. 4_.._E., W.M. NOT TO SCALE CO CV Vo co lb €1/1.1;4?. •ig' —Found s P.T Found 5/8" brass pin in concrete no case — 11/20/15 P.C. Found 4"x4" concrete monument w/tack & tag marked "Cty King" in case — 11/20/15 brass pin in concrete in case — 3/31/07 Intersection of Interurban Ave. So. & 56th Ave. South Q' BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF INTERURBAN AVE SOUTH/SOUTH 56TH STREET AND PC MONUMENT FOUND ON SOUTH 56TH STREET. SEE CONTROL DETAIL PAGE 2. REFERENCES PLAT OF EAST RIVERTON GARDEN TRACTS 2ND ADDITION, VOL. 12/79 PLAT OF RIVERSIDE PARK, VOL. 70/73 Plan of Foster Bridge Replacement plan #3158 Sheet 4/17 — dated 6/8/84 ROS 167/30; ROS 136/16; ROS 155/05; ROS 294/255 RECORDER'S CERTIFICATE filed for record this day of ,20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEYOR LICENSE NO. SURVEY FOR: DV/NEWS): THANG QUANG TRAN PHUONG N. NGUYEN ADDRESS 6516 43RD AVE S CITY/STATE/ZIP: SEATTLE, WA 98118 SCHROETER " LAND SURVEYING PROFESSIONAL LAND SURVEYORS P,❑, Box 813, Seahurst, Washington 98062 (206) 242-6621 SCHROETERSURVEY@COMCAST.NET DWN. BY LAW DATE 1/8/16 DATE FIELD 1 /8/16 JOB NO. 653/6 PROJECT NO. 15145sp CHKD. BY Revised SHEET 1 OF 3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.us NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF LOT 42, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 42, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE SOUTH 56'11'36" EAST, ALONG THE WEST LINE OF SAID LOT 42, 130.00 FEET; THENCE NORTH 33'48'24" EAST 50.00 FEET TO THE EAST LINE OF SAID LOT 42; THENCE NORTH 56'11'36" WEST, ALONG THE EAST LINE OF SAID LOT 42, 130.00 FEET TO THE SOUTH MARGIN OF 56TH AVE SOUTH; THENCE SOUTH 33'48'24"WEST, ALONG SAID SOUTH MARGIN, 50.00 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AND SUBJECT TO A PRIVATE ACCESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. LOT 2 THAT PORTION OF LOT 43, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE NORTH 33'48'24" EAST, ALONG SAID SOUTH MARGIN, 50.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 43 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 56'11'36" EAST, ALONG THE WEST LINE OF SAID LOT 43, 130.00 FEET; THENCE NORTH 33'48'24" EAST 50.00 FEET TO THE EAST LINE OF SAID LOT 43; THENCE NORTH 56'11'36" WEST, ALONG SAID EAST LINE, 130.00 FEET TO THE SOUTH MARGIN OF SAID 56TH AVE SOUTH; THENCE SOUTH 33'48'24" WEST, ALONG SAID SOUTH MARGIN, 50.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AND SUBJECT TO A PRIVATE ACCESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. SUBJECT TO A PRIVATE SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. LOT 3 THAT PORTION OF LOT 43, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE SOUTH 56'11'36" EAST, ALONG THE WEST LINE OF SAID LOT 42, 130.00 FEET; THENCE NORTH 33'48'24" EAST 50.00 FEET TO THE WEST LINE OF SAID LOT 43 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 56'11'36" EAST 163.88 FEET TO THE LINE OF ORDINARY HIGH WATER; THENCE NORTH 55'09'44" EAST, ALONG SAID ORDINARY HIGH WATER LINE, 53.69 FEET TO THE EAST LINE OF SAID LOT 43; THENCE NORTH 56'11'36" WEST, ALONG THE EAST LINE OF SAID LOT 43, 183.43 FEET; THENCE SOUTH 33'48'24" WEST 50.00 FEET TO THE WEST LINE OF SAID LOT 43 AND THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH TIDE OF THE DUWAMISH RIVER; TOGETHER A PRIVATE ACCESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH A PRIVATE SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. NEW LEGAL DESCRIPTIONS (CONT) LOT 4 THAT PORTION OF LOT 42, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 42, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE SOUTH 5611'36" EAST, ALONG THE WEST LINE OF SAID LOT 42, 130.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, SOUTH 56'11'36" EAST 144.33 FEET TO THE LINE OF ORDINARY HIGH WATER; THENCE NORTH 55'09'44" EAST, ALONG SAID ORDINARY HIGH WATER LINE, 53.69 FEET TO THE EAST LINE OF SAID LOT 42; THENCE NORTH 56'11'36" WEST, ALONG SAID EAST LINE, 163.88 FEET; THENCE SOUTH 33'48'24" WEST 50.00 FEET TO THE WEST LINE OF SAID LOT 42 AND THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING BELOW THE LINE OF HIGH TIDE OF THE DUWAMISH RIVER; TOGETHER A PRIVATE ACCESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO PRIVATE ACCESS AND UTILITIES EASEMENT KING COUNTY RECORDING NO. THAT PORTION OF LOTS 42 AND 43, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE NORTH 33'48'24" EAST, ALONG SAID SOUTH MARGIN, 35.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 80'38'14" EAST 12.08 FEET; THENCE SOUTH 5611'36" EAST 94.00 FEET' THENCE SOUTH 34'23'31" EAST 26.93 FEET; THENCE NORTH 33'48'24" EAST 40.00 FEET; THENCE NORTH 77'59'41" WEST 26.93 FEET; THENCE NORTH 56'11'36" WEST 94.00 FEET; THENCE NORTH 31'44'57" WEST 12.08 FEET TO THE SOUTH MARGIN OF 56TH AVE SOUTH; THENCE SOUTH 33'48'24" WEST 30.00 FEET TO THE TRUE POINT OF BEGINNING. PRIVATE SANITARY SEWER EASEMENT KING COUNTY RECORDING NO. THAT PORTION OF LOT 43, 2ND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, SAID PLAT, ON THE SOUTH MARGIN OF 56TH AVENUE SOUTH; THENCE NORTH 33'48'24" EAST, ALONG SAID SOUTH MARGIN, 90 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 74'37'42" EAST 15.81 FEET; THENCE SOUTH 56'11'36" EAST 115.00 FEET; THENCE NORTH 33'48'24" EAST 5.00 FEET TO THE EAST LOT OF SAID LOT 43, THENCE NORTH 5611'36" WEST, ALONG SAID EAST LINE 130.00 FEET TO THE SOUTH MARGIN OF 56TH AVE SOUTH; THENCE SOUTH 33'48'24" WEST, ALONG SAID SOUTH MARGIN, 10.00 FEET TO THE TRUE POINT OF BEGINNING. RECORDING NO. VOL./PAGE PORTION OF _ NE 1 /4 of NW _1 /4, S. 1 4 _ T. 23 N., R. 4 _E., W.M. AND SE 1 /4 of NW _1 /4, S._14 _ T.23 N., R. 4 _E., W.M. PROPERTY NOTES: REFERENCE STEWART TITLE ORDER NO. 01148-52246, DATED JANUARY 4, 2016 AT 8:00 AM 1. Agreement and the terms and conditions thereof: By and Between: Water District No. 35 & Harry H. Olson, Inc.; Recording No.: 5598711 Regarding: Water main and water supply 5. Connect Abandonment Agreement and the terms and conditions thereof: Recorded: April 28, 1981 Recording No.: 8104280604 6. Easement and the terms and conditions thereof: Purpose: Private waterline Affects: Refer to said document for exact location Recorded: November 1 2007 Recording No.: 20071101000864 NOTE: THIS EASEMENT IS FOR TUKWILA SHORT PLAT TUSP L06-041, KC REC. NO. 20070921900001, AND HAS LISTED THE POINT OF BEGINNING OF THE EASEMENT AS THE NORTHWEST CORNER OF TRACT 43 IN ERROR, IT SHOULD BE TRACT 44. 7. City of Tukwila Ordinance No. 2177 and the terms and conditions thereof: Recorded: May 20, 2008 and June 4, 2008 Recording No.: 20080520000332 and 20080604000746 8. Any prohibition or limitation on the use, occupancy, or improvements of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 9. Any questions that may arise due to shifting or change of. the line or ordinary high tide or ordinary high water of the Duwamish River or due to the Duwamish River having shifted or changed its Tine of ordinary high tide or ordinary high water. SURVEY FOR: DWNER(S): THANG QUANG TRAN PHUONG N. NGUYEN ADDRESS= 6516 43RD AVE S CITY/STATE/ZIP: SEATTLE, WA 98118 SCHROETER LAND SURVEYING PROFESSIONAL LAND SURVEYORS P,O Box 813, Seahurst, Washington 98062 <206) 242-6621 SCHROETERSURVEY@COMCAST.NET DWN. BY LAW DATE 1/8/16 DATE FIELD 1 /8/16 JOB NO. 653/6 PROJECT NO. 15145sp CHKD. BY Revised SHEET 2 OF 3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.us LOT ADDRESSES LOT 1: LOT 2: LOT 3: LOT 4: LEGEND w I VP Concrete Monument in Case 0 set rebar w/cap #23604 BSBL BUILDING SET BACK LINES AVEARGE LOT WIDTH LOT 1 = 50 FEET LOT 2 = 50 FEET LOT 3 = 50 FEET LOT 4 = 50 FEET / AD ZM AD•t4 AD AD S80 38'14, E i 1208, AAD hoyAD AD Off` Cc O,c TjO4/S%N sh% 7O, 74j/r north e0C0 42 "f 1LFSTc04 O,pti F� 07. F,gS�,oR \�� /ic AqA/T cc? q� LOT 2 RF/11/0 `RCCF\ �S�OfO/NSS :6.77 0GF09� 2/e LOT 1 NOT TO SCALE O 10 AD co 0 co Ss6 ' O\ East` N •F •� Fo ,9� • • sF ex. hydrant ex. chain Zink fence is 0.2' north & 0.9' east O• —N77 5g 26. 93. LOT 4 41 /s 6- /74- f LOT 3 GRAPHIC SCALE RiVerfo/2 ho 4Q,3��re ( IN FEET ) 1 inch = 20 ft. Gay -de r� Tracts / TUSP L06-041 KC REC. NO. 20070921900001 ice s°4/1h oe e ,SsY sow fh e . 9 14. RECORDING NO. VOL./PAGE PORTION OF _ NE 1 /4 of NW _1 /4, S. 1 4 _ T. 23 N., R. 4 _E., W.M. AND _ SE 1 /4 of NW _1 /4, S._14 _ T..2 N., R. 4 _E., W.M. 4c/c/ieL/of? Vol. 12/79 11-4.0 e0 CITY NOTES: 1. Any new structures located on the property subject to this BLA must be within 250 feet of a fire hydrant (by path of travel) as approved by the Fire Marshal's Office. 2. All new homes shall have automatic fire sprinklers, as approved by the Fire Department. 3. ALL FUTURE BUILDING SHALL BE AT LEAST ONE FOOT ABOVE ELEVATION 15.5 FEET ((100 YEAR FLOOD ELEVATION — VERTICAL DATUM OF NGVD29) 4. All future homes shall pay sewer and water connection fees and a Cascade Water Alliance fee. 5. Installation of utilities, including water, sewer and power, shall be the responsibility of the developer of the home on each lot. 6. Storm drainage for future homes shall be designed per civil plans drawn by PBG, LLC SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090, 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. -hog wire fence is 0.5' south NOTE: DIMENSIONS ALONG ORDINARY HIGH WATER LINE ARE FOR CALCULATING LOT AREAS ONLY. t) tri0 6 �j SURVEY FOR: ❑WNER(S): THANG QUANG TRAN PHUONG N. NGUYEN ADDRESS! 6516 43RD AVE S CITY/STATE/ZIP► SEATTLE, WA 98118 SCHROETER LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 SCHROETERSURVEY©COMCAST.NET DWN. BY LAW DATE 1/8/16 DATE FIELD 1/8/16 JOB NO. 653/6 PROJECT NO. 15145sp CHKD. BY Revised SHEET 3 OF 3 1: Ire TREE PROTECTION ZONE: A MINIMUM 4 FEET HIGH CONSTRUCTION BARRIER SHALL BE INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE FROM TRUNK: I FOOT PER I NCH OF TRUNK D I AMETEK. :LIVE TREE TO REMAIN PLACE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED L J ❑ bo L ORDINARY HIGH WATER MARK ELEV=5.5' O 0 0 *0E4*** 00 1 J tit, WATER EDGE 11/20/15) V641 40/01 RESTORATION PLANTING PLAN: SCALE: 1" = 10'-0" : 111k: lt� .. _..::_. 1 k Ir .i.'eeS,sfiJu'r# il s a L;.+il"Y..�3:..a� :. 14' r�r %t Permanently —10 GRAPH I G SCALE O 5 10 20 ON MOT) 1 Inch = 10 feet CoQ.d ste:rn Fro . con.toct. all s.u:rfoce:. Water i.obie se:tu; d:0d suiia. .171k . PLANTED.. ;£k T .. ti E.AMBAN K. 9A Pi EMI. S.cok roots ~r .ho.L rs befo ,....: Bat =11. ' mpot .: €1- r l ' v un O 0 0 ? r l n`otes: : . t?i<woke, 1�*• atss'. P. • • e....te. 0^I:d re .erences. f r: E ALy- S. '?ul R LA.{' PLANT SCHEDULE REPLACEMENT TREES -6 REQUIRED 4 8 PROVIDED HO6FUEL OR WOOD CHIP 2N_4N DEPTH 18.44.080 (C) I. INVASIVE VEGETATION MUST BE REMOVED AND NATIVE VEGETATION PLANTED AND MAINTAINED IN THE RIVER BUFFER. REMOVE GRASS AND BLACKBERRY BY HAND OR WITH HAND-HELD POWER TOOLS. PRESERVING VEGETATION VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING CANOPY DRIP UNE NOTES: 1. 3—INCH WOOD CHIP MULCH MAY BE ADDED FOR ROOT PROTECTION WITHIN FENCED AREA. 2. OUTSIDE OF PROTECTIVE FENCING AREA, PROTECT ROOTS 2—INCHES OR LARGER IN DIAMETER BY USING HAND EXCAVATION TECHNIQUES. 3, MINIMIZE CONSTRUCTION ZONE: PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE BY SEGREGATING IT WITH HIGH VISIBIUTY CONSTRUCTION FENCING. 111111111111111111111111■1111111101 limunta hill rummy PROTECTED ROOT ZONE WITHIN THE CANOPY DRIP UNE—ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP UNE 1 SYMBOL: FILTER FENCE METAL FENCE POSTS FILTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE —APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. SYMBOL: TREES 0 0 O 0 0 0000000 SHRUBS 0 BOTANICAL NAME / COMMON NAME SIZE Betula papyrifera / Paper Birch Thu Jo pllcata / Western Red Cedar BOTANICAL NAME / COMMON NAME Cornus stolonifera / Dogwood Gauitheria shallon / Said Mahonia aquifolium / Oregon Grape 2"Gal 6'-8' Ht SIZE Live Stakes or Bareroot, I/2" d1am. min. I gal I gal Ribes sanguineum / Red Flowering Currant I gal SalIx sitchensis / Sitka Willow Live Stakes or Bareroot, I/2" diam. min. GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE Arctostaphylos uva-ursi / Kinnikinnick Carex stipata / Sawbeak Sedge Fragaria chiloensis / Beach Strawberry Juncus tennis / Slender Rush 4"pot plugs 4"pot plugs Scirpus microcarpus / Small -fruited bullrush plugs QTY 4 4 OTY 146 528 30 11 104 SPACING QTY 18" o.c. 12" o.c. 18" o.c. 12" o.c. 12" o.c. 551 112 1aa 114 11a ssmWRLMER ,,,.,,...... ASPHALT WEDGE TREE PROTECTION — ZONE: A MINIMUM 4 FEET" HIGH CONSTRUCTION;'; BARRIER SHALL BE=% INSTALLED AROUND SIGNIFICANT TREES. MINIMUM DISTANCE °oo °• FROM TRUNK: I I FOOT PER I NCH OF I% • TRUNK DIAMETER. °°°°°°° LOT 1 (6,500 SQ. FT.) 200' 0H1NM TREE TO \ REMAIN TREE : TO REMAIN 1824 34* r-- = PLAGE SILT FENCE AT EDGE OF EXISTING VEGETATION TO BE REMOVED LOT 4 (7,705 SQ. FT.) J e°°ooaoo° 1 8 keeo:40:446 ORDINARY HIGH WATER NARK ELEV■15.5 0 • WATER EDGE 11/20/15 — LOT 2 jr(6,500 SQ. FT.) TREE TO BE 1 REMOVED 56.011 TREE TO BE REMOVED REQUIRES 6 REPLACEMENT TREES LOT 3 (8,683 SQ. FT.) L J —J REPLACEMENT TREES -6 REQU I RED 4 8 PROVIDED "NOON. • g ° 1 S;3%jf TREE REPLACEMENT PLAN: O SCALE: 1" = 10'-0" GRAPHIC SCALE -20 0 10 0 40 ON ter) 1 inch = 20 feet RECEivED FEB 12 016 Develo „Ity PROJECT TITLE State of Washington registered Landscape Architect PAMgI, 71;feRL)X,I\ L2evin Peterson certificate no. 1222 13312 56TH AVENUE SOUTH TUKWILA, WA DRAWN PP DATE 01.18,16 REVISED DATE CHECKED DATE 1/8„ = 1,_0„ Li 5690—PS—CV.dwg K:\Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R 0 0_ a 016 — 3:34pm YE GENERAL NOTES: S ORT PLA 13312 56TH AVE S TUKWILA WA 98178 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 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 MEASURESACCORDING 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. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE 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 TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. TAX PARCEL NUMBER 2172000215 UTILITIES 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 4. 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 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 CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN 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 CURRENT 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. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE 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 COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM ELEVATION DATUM FROM CITY OF TUKWILA PUBLIC WORKS STORM DRAIN MANHOLE #1 AS SHOW ON "FOSTER POINT - WATER, SEWER AND ROADWAY IMPROVEMENTS; 56TH AVENUE SOUTH, STA 19+20 - 24+60" FILE NO. 201142; DATED 02/05/05; SHEET C1.02; INVERT ELEVATION 10.63 FEET (AS SHOWN ON PLAN) + 5.5 FEET (FIELD MEASURED) = 16.23 FEET ELEVATION RIM "DATUM REFERENCES VERTICAL DATUM OF 1929 UGS" WATER: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 (206) 431-3670 SEWER: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, SUITE #100 TUKWILA, WA 98188 (206) 431-3670 POWER: SEATTLE CITY LIGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206) 386-4200 GAS: PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: CENTURYLINK 1-800-475-7526 CABLE: COMCAST 1-866-771-2281 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR 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 SEDIMENT CONTROL STANDARDS. 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. Know what's below. CaII before you dig. CV EC1 PG1 UT1 DT1 CONTACTS COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN, PROFILE AND SECTION UTILITY PLAN DETAILS REFERENCE SHEET NO. CV SHEET 1 OF 5 SHEETS COVER SHEET AND NOTES css 0 AIa c w 1 c a 0 .D ccs tif OWNER: PHUONG NGUYEN 13312 56TH AVE SOUTH TUKWILA, WA 98178 (206) 787-0482 CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. LEGEND W SS SD PROPERTY LINE ADJACENT PROPERTY LINE ROW CENTERLINE ROW LINE BSBL PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE 0 0 0 o SILT FENCE INLET PROTECTION ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT w 0 w a� z o LC) DESIGNED BY: a. J a CHECKED BY: a PROJ. MNGR: 0 a_ FE 0 w 0 0 (.73 w 0 Layout Name: Layoutl NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—EC1.dwg K: \Working\R15690 c 0 0 d 0 0 E 0 N 0 c 0 INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET `.3 SS `D 56TH AVE S 1 99.9. ! EX. HOUSE TO REMAIN ASPHALT 'stE+.Gr_ r1YMS33°48'24"W f' 20' INGRESS, EGRESS & UTILITY EASEMENT LOT 1 (6,500 SQ. FT.) ,� L gus me`,;,r • Existing House 173317 e evcI ed deck ° 8'24"W 5 chlti j cn EX. TREE TO REMAIN INSTALL TREE PROTECTION FENCE PER DETAIL THIS SHEET LOT4 (7,705 SQ. FT.) 556°1136"E INSTALL SILT FENCE PER DETAIL THIS SHEET (TYP) 7 0 /6 0) • R€}M=18.0 it .^gyp f.H A.1) : ohoie IE I ` , Ail INLET PROTECTION PER DETAI ,THIS SHEET,_; C� (TYP) Gs : CO • } D... S33°48'24"W 50.00' ex. garage LOT 3 (8,683 SQ. FT.) TO BE DEMOLISHE Ss°o / g`F ORDINARY HIGH WATER MARK —'i ELEV=5.5' HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. WATER EDGE 11 /2;0/15 a . 0y 17/frsR ex. shed 0 5' PVT. SEWER EASEMENT c O:IP SS OM' r' SD — TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) EX. TREE TO BE REMOVED SEE LANDSCAPE ARCHITECT DRAWINGS FOR TREE REPLACEMENT (TYP) TO BE DEMOLISHED c a 1 \ • I i:.NC:E �....s: COMER FOUNDATION • 0'c> Know what's below. Call before you dig. CATCH BASIN GRATE 11 It II III II1I lIF [1 II OVERFLOW ➢I FE 11 FILTER MEDIA FOR DEWATERING NOTES: POROUS BOTTOM ti SOLID W 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 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTH ORK VOLUME ESTI ATES: LOCATION SITE CUT (CY) 55 PLACE 5 FEET TALL ORANGE FILTER FENCING AROUND THE DRIP LINE OR AN AREA AROUND THE TREE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER, WHICHEVER IS GREATER 4 4 + X FILL (CY) 30 SIGNIFICANT TREE X X—/ + TREE PROTECTION FENCING DETAIL SCALE: NONE 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. t I1 u I u 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: r 11 0 N CV FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE 4" TO 8" QUARRY SPALLS 2 UNDISTURBED GROUND TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED �Op,O �NG, NOTES: R=25' MIN. VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY 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 ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 2 OF 5 SHEETS J w 0 0 z z Ja_ U w 0 U rn 0 0 0 W .5 0 ru 4, 0) 0 0 0 0 J ISSUE DATE L.0 N O z 2 n_ J DESIGNED BY: z Z J z d CHECKED BY: H.H. PHAN PROJ. MNGR: REVISION DESCRIPTION m w 0 i 7 0 0 J E 0 z 0 T 0 J rn NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS-PG K:\Working\R15690 — 0 0 0 0 0 0 E CO 0 N 0 0 0 ()HP — SS SD . L1 l0H SS IA; v iJPHAL.T 6`s?.CGc Know what's below. Call before you dig. YY OH PP- c . 56TH AVE S 199 9 3' SS �5 $1SPHAL. T 556°11 '-t1f-:� O. / �.i_YYL: CO EX. HOUSE TO REMAIN yr IWMS33°48'24"W 50:00' (-' 20' BSBL LOT1" (6,500 SQ. FT.) 21''INGRESS, EGRESS UTLI �A�S\,MENT �'.. \0O0 Deis H use 41..s.. 1 e:evc,ted deck 10'BSBL LOT 4 (7,705 SQ. FT.) ORDINARY HIGH WATER MARK R M..•:10.00 ... \ 0::? a SSME1 RIM=18.2u CH,.NiNEL)-3.31 `-' LOT 2 ,(6,500 SQ. FT.) 10'BSBL S33°48'24"W 50.00' ex. 901'090 LOT 3 (8,683 SQ. FT.) L 7r} L WATER EDGE 1 /20; 1 5 ) 41®s /1 isnes? • cn 0, W co 'en to :0 OH? '5 OH? G J 1 ; CB RM=17.80 Sw 5' PVT. SEWER EASEMENT r 2.2 TO BE DEMOLISHED FENCE -- 2 CORNER FOUNDATION TO BE DEMOLISHED HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. r, CL 0 0?? SS c, v VERTICAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. 36 32 28 24 20 16 12 8 4 0 -4 LC ) M + O CO FINISH GRADE -0.50% O O 712 ›-- wO w°" >O CL 1.00%0 to to co wZ FILL SLOPE (C' 10.00% w..w -2 00% 2.92% EX. GROUND N -wwcnw X X " PVT ce..w..w w 09 LF 8" ADS N12 SD @0.50% EX. GROUND ACCESS CENTERLINE 30LF6"SDST CB #2-TYPE 1 B @ 1.00% FINISH GRADE STA 11+25.00, 8.43' RIM=18.23 IE (NW)=13.55 IE. (NE, SE)=13.65 LT PVT. ACCESS CENTERLINE co co 9+80 O Co co M CO 0) co M CO ti co M CO d' co M (0 Co co M Ln O 0) r- O co Ln COCO L0 r ti 10+00 10+20 10+40 10+60 10+80 11+00 ALL FUTURE BUILDING SHALL BE AT LEAST ONE FOOT ABOVE ELEVATION 15.5 (100 YEAR FLOOD ELEVATION) 36 32 28 24 20 16 12 8 4 0 -4 11+20 11+40 11+60 11+80 12+00 SHORELINE TYPICAL SECTION A -A SCALE: NONE CONSTRUCTION NOTES: 10 INSTALL MAILBOX PER CITY OF TUKWILA SHEET RS-06. 0 NEAT SAWCUT LINE AND MATCH EXISTING PAVEMENT. 03 CONSTRUCT 18' WIDE x 20' LONG PARKING PAD FOR LOT 1. • REMOVE & RECONSTRUCT CONCRETE STEP AND LANDING. ® INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION & PROFILE ON THIS SHEET. ® INSTALL CB #1-TYPE 2 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-02 & DS-06 ON SHEET DTI. STA 10+13.50, 8.43' LT. ® INSTALL CB #2-TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS-01 & DS-06. STA 11+25, 8.43' LT. ® INSTALL 109 LF 8" ADS N12 SD @ 0.50%. • INSTALL 6 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. 11 INSTALL 30 LF 6" ADS N12 SD STUB @ 1.00%. SEE GENERAL NOTE 3. INSTALL 30 LF 6" ADS N12 SD STUB @ 2.00%. SEE GENERAL NOTE 3. • (INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET UT1 FOR UTILITY PLAN. 3. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DTI. EASE APPROX. TOE OF SLOPE 1.0' RIVER PROPERTY LINE PVT. ACCESS ROAD 20' TO 40' INGRESS, EGRESS & UTILITY EASEMENT 10' TO 20' FLOW LINE ) .tr tex Mr Y 10' TO 20' 2% 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD - TYPICAL SECTION SCALE: NONE REFERENCE SHEET NO. SHEET 3 OF 5 SHEETS SHEET 0 T 0 J Layout Name: NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—UT1.dwg K: Working\R15690 0 0 CL 0 E 0 0 N t0 0 CV 05 0 c 0 0 ONE h• c• (M6. EX. POWER POLE C? 66T11 AVES ' 11 1—EX. 8" SEWER MAIN SS EX. 8" WATER MAIN EX. HOUSE TO REMAIN R CO ..., 199.9, ' APPROX. 7' DEEP 1/1 (1'IELD'VERtF`Y) t _ S1'HAL i WEDGE Li) ..L. SS533°4824"W 20'ti'1NGRS, EGRESS & UTILTY EASEMENT Existing House fi?3312 n;ni'Ci ter,' ORDINARY HIGH WAl1ER MARK HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. C i i\iMT1 l).{rl i ONP SSM n T:4= 8.2 ; EX. 6" SIDE SEWER, STUB SS () WATER EDGF.: 2 '15) *141/41/971/09 50.00' ex. uarc ae D=4 EX. 6\l SIDE SEWER STUEi` rfL APPROX; 7' DEEP (FIELD VERIFY) r....._ , sss c8 .... R M.:17.80 I E::-1.70 EI'Y ON 5' PVT. SEWER EASEMENT TO BE DEMOLISHED CORN::R FOUNDATION TO BE DEMOLISHED SS SD !� wi 0 N 0 0 N EX. FIRE HYDRANT �'(yr `.{. C; GI 2 SS SD . Know what's below. CaII before you dig. -110" RAISE 4 ,A1DE ECRDER i.AC?ZL £'G r.O. PLAN VIEW 1.114 -.049pr pikk r!i 2 7/II" 4., WIN 7414" 1e,, ELEVATION CAST IRON RING AND COVER i FIBRE , QL /1' PAOWNE; c;OrS LER �! r t NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET: SS-03 REVISION #1: 08.03 APPROVAL: B. SHELTON CONSTRUCTION NOTES: 10 SAWCUT & PAVEMENT PATCHING PER CITY OF TUKWILA STANDARD SHEET RS-03. 0 INSTALL 1" WATER METER (3). BY CITY OF TUKWILA PER CITY OF TUKWILA STANDARD SHEET WS-01. 03 INSTALL 140 LF 1 Y2' WATER SERVICE LINE FOR LOT 3. ® INSTALL 140 LF 1 Y2" WATER SERVICE LINE FOR LOT 4. ® INSTALL 135 LF 6" PVC SIDE SEWER @ 1.00% MIN. © INSTALL 10 LF 6" PVC SIDE SEWER STUB @ 1.00% MIN. 07 INSTALL 18 LF 6" PVC SIDE SEWER @ 1.00% MIN. CONNECT TO EXISTING SIDE SEWER LINE. ® INSTALL 132 LF 6" PVC SIDE SEWER @ 1.00% MIN. O INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. STA 11+00, 4' RT. RIM=18.61, IE=12.75 INSTALL 6" SSCO PER CITY OF TUKWILA STANDARD SHEET SS-03. RIM=17.50, IE=12.30 11 UTILITY TRENCH (POWER & COMMUNICATION LINES). POWER TO BE DESIGNED BY SCL. A82" ALT CONCRETE arrumNou PLANT MIX I :PLACEt £ENT PATCH COT LAATICIPN;EL1 ATIC PAVEMENT CUTTER EXISTING ASP.4 -T PAVEMENT EXTRA. RICID SASE 618' M1N-?S COMPACTED CRUSHED ROOt UNLESS THE CITY DEPTH DETERMINED ^- CY CITY 8!.)n CUT EXISTING OiL MAT • Mr MINUS COMPACTED CRUSHED D ROCK UNLESS 01-PER:WISE ORILZREDHIE CI I HY NOTES: O"NCRETL tEO% OE EXISTING € E PTH TYPICAL PATCH FOR RIGID PAVEMENT A.PHA£.T cL,£lK;RETE..0i2 £i3"EILILIINOUS PLANT MIX REPLACEMENT 9ATC:H: t 5^,. ro OF EXISTING DEPTH TYPICAL PATCH FOR FLEXIBLE PAVEMENT SAW CUT E'XJS'TINS3 CONCRETE PAVEMENT E o f t4u8 COMPACTED TO CPU`et EI o ROQX UNLESS OTHERWISE ORC•EREC BY THE CITY SAW CUT EXISTING AS,t1ALT PAVEMENT 3 M£NAE$t.:WPA0£E:O CRUSHED ROCK UNLEa-S OTHERWESF. O Rii R:ySY THE C£TY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3, CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. of Tukwila NOT TO SCALE PAVEMENT RESTORATION SHEET: RS-03 REVISION ##t: 08.03 APPROVAL: B. SHELTON FINISHED GROUND LINE 24" GRAVEL TO MAI N TYPE K COPPER 314" OR 1" PARTS LIST: 1-1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1- 1" OR 3/4" CORP STOP - BALL 1-TAILPIECE WITH FEMALE IRON PIPE THREAD METER INSTALLED SY CITY \,<N,,\•/ TO SERVICE • TYPE K COPPER PIPE - PVC - POLY ETHYLENE NOTES: I. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. HOT TO SCALE , City of Tukwila SHEET; METER 3/4" OR 1" WS-01 REVISION ##1: 08.03 APPROVAL: B. SHELTON REFERENCE SHEET NO. UT1 4 OF 5 SHEETS w l0 oCD N LJJ O c 1- 1 DESIGNED BY: CHECKED BY: PROJ. MNGR: GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN, PROFILE & SECTIONS. REVISION DESCRIPTION w 0 Layout Name: Layoutl K: \Working\R15690 — NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—DT1.dwg Jan 01, 2016 — 3:41pm I - T 3 EA R HOOP 6" RISER SECTION 2.,k2 EAR HOOPS 12" RISER SECTION 4° :g 4" MIN22" DAD EACH C *7 #3 BAITLA EIDE 44„ gaR4REACH WAY PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) City of Tukwila v I4. NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0" 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS, 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 407 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS, 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20'. KNOCKOUTS MAY BE EITHER ROUND OR D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06, 11. REFER TO DS-06 FOR. CATCH BASIN MARKINGS. CATCH BASIN NOT TO SCALE r SHEET; REVISION el: 08.03 TYPE 1 DS-01 APPROVAL: B. SHELTON LEVELING PADS 8 PADS 1.112' 13J4" x 1r8" LETTERING TO 8E RECESSED 1116' A�r SECTION A -A 20" SEE SLOT DETAIL SLOT DETAIL LOCKING LID SECTION B&B NOTES: 1, WELDING IS NOT PERMI I T tD. 2. DIMENSIONS SHALL HAVE A ±1/16" TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE DEBLIRRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1/16". 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS: 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. Olt ofT I ila SHEET: 7/8" G 2-3F4" VANE DETAIL 1#2" MIN. 614"MAX. SECTION C•C 2UMAR INDUSTRIES HOT TAPE #8884511 OR APPROVED EQUAL NODUMPINGI DRAINS TO STREAMA 5" 26" .11 CATCH BASIN MARKING NOT TO SCALE CATCH BASIN & INLET REVISION #1. 08.03 APPROVAL: VANED GRATE DS-06 LAST REVISION: 04.08 BOB GIBERSON, CITY ENGINEER 28 MAX. 4" MIN, TO 16"MAX.1 8" "B" MAX) MORTAR FILLET 48" OIA-W 64' DIA-8" (VARIES) 60" D€A.8' 20"X24"OR 24" DIAMETER 48", 54" OR £O" FRAME AND GRATE OR RING AND COVER RISER OR ADJUSTMENT SECTION HANDHOLDS FRONT SLAB COVER CAST IN PLACE PRECAST 2' MIN. `FOR SEPARATE CAST IN PLACE. "O" RING PRECAST BASE JOINT DETAIL alet • STEPS AND LADDER :t REINFORCING STEEL (FOR PRECAST SASE WiiH INTEGRAL RISER) 0.15 SQ IN/FT IN EACH DIRECTION FOR 48' 0.19 So INlFT IN EACH DIRECTION FOR 54" 0.25 SO INJFT IN EACH DIRECTION FOR 6O' PRECAST SASE WITH INTEGRAL RISER r--�-GRAVEL BACKFILL FOR PIPE BEDDING, 1' 5" MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 48' 0.19 SQ IN/FT IN EACH DIRECTION FOR S4' 0.2S 3Q IN/FT IN EACH DIRECTION FOR 60" NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. REFER TO DS-10C AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48° -FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3, ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE: BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS-06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 2 {48"!54n/601 SHEET: DSO=02 SIGN #i: 08.03€ I LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER 11111111111 11111111 v 4 BOXES MINIMUM -10 MAXIMUM VARIATIONS SUBJECT TO APPROVAL FACE OF CURB 44' ELEVATION (FROM STREET) TYPICAL NOTES: 18" TYPICAL TO BACK OF CURB POST 2 318' (X) GALVANIZED STEEL NONSI-RINKGROLTT (MOUND TO DRAIN) CURS 3' DIAMETER GALVANIZED STEEL SLEEVE SIDE VIEW 5' FAIN CLEARANCE -BACK OF SIDEWALK 'I. MAILBOX MUST BE TYPE "APPROVED BY THE POSTMASTER GENERAL" WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2. LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. 4. CONSULT POSTMASTER FOR MINIMUM/MAXIMUM HEIGHT OF BOX AND OFFSET TO CURB. City of Tukwila NOT TO SCALE MAILBOX INSTALLATION SHEET: RS-06 REVISION #1: 08.03 LAST REVISION; 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER NATIVE FILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" -1 1/2" 24" TRENCH X-SECTION NTS FUTURE HOUSE 0 PLAN VIEW OF ROOF NTS PERFORATED TIGHTLINE STUB OUT SCALE: NONE S CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH 1\._ WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID REFERENCE SHEET NO. DT1 SHEET 5 OF 5 SHEETS cr) J W 0 W cn L1.1CI cO N O co m �� O •(i) E REVISION DESCRIPTION a. J CHECKED BY: 0 0_ PROJ. MNGR: w 0 o 0 Layout Name: NGUYEN SHORT PLAT\CADD\Drawings\R15690—PS—SITE PLAN.dwg K: \Working\R15690 0 0 CL 0 E 0 00 r 0 N 0 Ii OHP SS OHP OHP SEC. 14-T23 -''4E, ?;'9.9.i EX. HOUSE TO REMAIN \ qv _ EX. TREE TO REMAIN APPROX EX. TREE TO REMAIN IN PHA 1T KEDGE V' G OHP _..:.t —... r, PJM 112 \ IE (CHAr NE 3.31 (j) 56TH AVE S 0 1S ASPHALT VED0L ... k'`}'? S33 °48 24 "W 50:O0' cs 20' BSBL LOT 1 (6,500 SQ. FT.) 00' OHWM —' elevciied deck 10'BSBL S33°4824"W R M=18.000 gns meter C:4" : •2048SQ1. •a ..•: •• Z LOT 4 (7,705 SQ. FT.) 6�� L_L • TOP OF BANK—� i` i ETA oz, '541,2 CO CO ORDiNARY HIGH WATER MARK Et.E`J::::5.:' WA ID EDGE 11/20/15) Utikkii 449 S the LOT 2 ,'(6,500 SQ. FT.) 20' INGRESS, EGRESS & UTILITY EASEMENT 10'BSBL_ S33°48'24"W 50.00' gamge I • LOT 3 (8,683 SQ. FT.) J 15.5'BASE FLOOD ELEVATION PLAN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 6p.B Ln • • • J u1 R•.Pyi=17. f iE= 11.70 0::' 0: ;;' 0 0 0 EX. GARAGE TO BE DEMOLISHED EX. FIRE HYDRANT EX. TREE \TO BE REMOVED FENCE 0 ti — SE CORNER E:Ot 1.(A TION EX. SHED TO BE DEMOLISHED LIMIT OF PLANTING & RESTORATION OF RIVER BANK TAX PARCEL NUMBER 2172000215 LEGAL DESCRIPTION TRACTS 42 AND 43 SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEROF LYING BELOW THE LINE OF HIGH WATER OF THE DUWAMISH RIVER. LEGEND CONTACTS APPLICANT: HAN PHAN, PE (206) 229-6422 CIVIL ENGINEER: PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. PROPERTY LINE RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE ADJACENT PROPERTY LINE SURVEYOR: SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. REFERENCE SHEET NO. SP1 SHEET 1 OF 1 SHEETS 1ur,. Community Development a 49 u) C 0 a) W w Cl w C/) CA 12-22-2015 0 0 REVISION DESCRIPTION H. H. PHAN DESIGNED BY: H. H. PHAN CHECKED BY: PROJ. MNGR: } m w z