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HomeMy WebLinkAboutPermit L09-047 - JOHNSON BRUCE - LEE SHORT PLATPHOEBE LEE SHORT PLAT LAND DIVISION LAND DEVELOPMENT 12621 - 42 AV S L09-047 City of Tukwila Department of Community Development Notice of Expiration March 25, 2011 Bruce Johnson Concept Engineering Incorporated 455 Rainier Boulevard North Issaquah, WA 98027 Subject: Phoebe Lee Short Plat; L09 -047 Dear Mr. Johnson: Jim Haggerton, Mayor Jack Pace, Director This letter is to notify you that the above referenced application expired on February 12, 2011 according to the provisions of your short plat preliminary approval dated February 12, 2010. Since no request for extension was received from you when the City offered an extension on January 13, 2011, the application file has been closed. If you wish to pursue this project, a new short plat application must be submitted. If you have any further questions, you can contact me at s.macgregor @ci.tukwila.wa.us or at (206) 433- 7166. Sincer- y WJack Pace Director, Department of Community Development SM Page l of 1 H: \Complete projects\L09 -047 Phoebe Lee Short Plat\Notice of Expiration.doc 03/25/2011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 • Stacy MacGregor - Phoebe Lee Short Plat Page 1 of 1 From: Stacy MacGregor To: bruce@concepteng.com Date: 01/13/2011 10:18 AM Subject: Phoebe Lee Short Plat Bruce, Preliminary approval for the Phoebe Lee short plat (L09 -047) is set to expire on February 11, 2011. The City allows a one year extension upon written request provided it is received before expiration of the preliminary approval. If you would like to have a one year extension to final this short plat, please send me a letter or email by the beginning of February stating your request and I will get it processed for you. Regards, Stacy Stacy MacGregor, Assistant Planner Wed - Thurs- Friday 8:30 -3:00 pm 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 A `' Please consider the environment before printing this e-mail file: / /C: \Temp\XPgrpwise \4D2ED 186tuk- mail6300 -po 1001783331190821 \GW } 00001.H... 03/25/2011 Notice of Decision February 10, 2010 City of Tukwila Jin, Haggerton, Mayor Department of Community Development Bruce Johnson Concept Engineering Incorporated 455 Rainier Boulevard North Issaquah, WA 98027 Subject: Phoebe Lee Short Plat; L09 -047 Dear Mr. Johnson: Jack Pace, Director The Short Subdivision Committee has completed review of your short plat application (No. L09 -047) and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this project, as proposed, does not create a probably significant environmental impact and issued a Determination of Non - Significance (DNS) on November 13, 2009 (file number E09 -015). This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Prior to Final Short Plat, the following comments and conditions need to be addressed: Fire Protection Conditions Reviewed by Al Metzler, 206 -575 -4404 1. A paved fire turn- around shall be required at the junction of S. 126th and 41s` Ave South. 2. Provide a water availability statement from WD #125 indicating flow from the new hydrant. Planning Conditions 3. Under new legal descriptions, a. The utility easement on Lot 4 should a different easement that than the 20.5' driveway easement. b. Lots 1, 2, & 3 should be "subject to" Lot 4's utility easement but Lots 1 and 2 should not be "together with" Lot 4's driveway easement. c. Lot 3's 20.5' driveway easement should include "and together with ". SM H:U.09 -047 Phoebe Lee Short P1at\SP NOD.doc Page 1 of 4 01/29/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 -431 -3665 • • 4. On the easements, remove the words "created upon recording of this short plat" and add "KC Recording number ". 5. Revise setbacks per red -lined plan sheet 4. Building setbacks are from property lines not easements. Lot 1 has three fronts and the setbacks need to be: lfront yard at 20', 2 second fronts at 10', 1 side yard at 5'. Lot 4 has a 20' front and a 10' second front. SR 599 is a front or second front. 6. Obtain and final a demolition permit to remove the garage and two houses to be removed. Do not show any structures, concrete and easements that are eliminated on the final site plan. 7. All trees to be retained within the construction limits must be flagged and have tree protection measures in place prior to the start of work on any permit. 8. The lot lines shown on the south side of the large triangle includes property that is in dispute and not owned by Phoebe Lee (letter from David Joseph Smith, PS dated September 21, 2009 and provided previously). The civil dispute between Ms. Lee and the properties owners to the south needs to be decided in Ms. Lee's favor before this property can be shown on the short plat as hers. Final approval is conditioned upon resolving the property dispute in Ms. Lee's favor. As a condition of final approval, the short plat will need to be revised to meet code and depict accurate lot lines if the dispute is not resolved in Ms. Lee's favor. 9. Provide a current (within the last 6 months) title report confirming the title of the land in the proposed short plat is vested in the name of the owners whose signatures appear on the plat's certificate. 10. Provide documentation of the square footage of each lot and mathematical boundary closure of each lot and block showing the error of closure if any. Public Works Conditions 11. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 12. Provide a draft copy of the Private Ingress/Egress & Utility Easement and Maintenance Agreement. a. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. b. The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (Sample previously provided.) 13. Provide a draft copy of the Public Utilities Easement within new Lots 1, 2, & 3 for the benefit of new Lots 1,2,3, &4. a. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. b. The Public Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. 14. Provide a draft copy of the Private Utilities & Driveway Easement within new Lots 1, 3, & 4 for the benefit of new Lots 1, 2, 3, & 4. a. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. b. The Private Utilities & Driveway Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) 15. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. a. If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. b. If not existing, then document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. SM Page 2 of 4 01/29/2010 H:\L09 -047 Phoebe Lee Short Plat \SP NOD.doc • c. The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) Short Plat Site Development Plan 16. Show and label an asphalt pavement Fire Truck Turn- Around at North side of S. 126`h Street / 41' Ave. South intersection. See also fire protection condition #1. Construct this as part of the Public Works permit for this short plat. (See depiction enclosed — for reference.) The same request will be made of the applicant for short plat L09 -059 as both short plats require the turn- around to develop. If you want to coordinate this improvement with the other applicant, contact information for short plat L09 -059 can be provided on request. Appeals This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time, limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (03/03/10). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $120. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, hold harmless agreement, and other required paper work). The surveyor's original signature is required on the face of the survey. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting fmal documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by February 10, 2011, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording SM Page 3 of 4 01/29/2010 H: \L09 -047 Phoebe Lee Short P(at\SP NOD.doc • _ The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Stacy MacGregor. Sincerely, ck Pace air, Short Subdivision Committee Enclosure: Fire Truck Turn Around Red -lined plan sheet 2 of 4 and 4 of 4 I cc: Bob Giberson, Public or irector // (please initial your approval) Nick Olivas, Fire Chie (please initial your approval) Dave McPherson, Development Engineer Al Metzler, Senior Inspector Phoebe Lee, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division David Smith, PS Marci and Leroy Gray Long Hoang Dinh L09 -047 L09 -059 Farnam Short Plat SM Page 4 of 4 01/29/2010 H: \L09 -047 Phoebe Lee Short Plat\SP NOD.doc FIRE . TRUCK MMER- HEAD I (PUBLIC) (SEE SHEET 5) SHORT PLAT NUMBER LAY 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 L09 -047 OLD LEGAL DESCRIPTION (NOTE BEARINGS IN OLD LEGAL DESCRIPTION ARE ROTATED 0'00'02' COUNTER - CLOCKWISE FROM NMI 83/91 MERIDIAN) - THE NORTH 424.4 FEET OF TRACT 46, RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED UNE BEGNNING AT A POINT ON WEST UNE OF TRACT 46. 165.83 FEET NORTH OF COUNTY ROAD (SOUTH 128TH STREET); THENCE EAST AT RIGHT ANGLES TO SAID WEST LINE 100. FEET TO THE WEST LINE OF THE EAST. 100 FEET OF THE WEST 200 FEET OF SAID TRACT 41k THENCE NORTH .01'03'02' EAST ALONG SAID WEST LINE A DISTANCE OF . . 1.91 FEET TO THE NORTH FACE OF AN EXISTING CONCRETE WALL; THENCE NORTH 8950'34' EAST ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF 50.01 FEET TO THE WEST LINE OF THE EAST 50 FEET OF THE WEST 200 FEET OF SAID TRACT 46 AND THE TERMINUS OF THIS LINE DESCRIPTION; AND EXCEPT THAT PORTION OF THE EAST 50 FEET OF THE WEST 200 FEET OF SAID TRACT 46 LYING SOUTH OF A UNE DRAWN FROM A POINT ON THE WEST LINE OF TRACT 46, WHICH IS 353.33 FEET SOUTH OF THE NORTHWEST CORNER OF TRACT 46, AND RUNS AT A RIGHT ANGLE TO SAID WEST LINE TO THE EAST UNE OF TRACT 46; AND EXCEPT STATE HIGHWAY; .. NEW LEGAL DESCRIPTIONS LOT1 THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:. COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46; THENCE SOUTH 0193'04' WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 121.24 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'03'04' WEST ALONG SAID WEST UNE A DISTANCE OF 114.59 FEET; THENCE SOUTH 86'56'56' EAST A DISTANCE OF 134.81 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 599; THENCE NORTH 34'4758' WEST ALONG SAID WESTERLY MARGN :A DISTANCE OF 112.15 FEET THENCE NORTH 84'49'21' WEST ALONG SAID WESTERLY MARGIN AND ALONG THE SOUTHERLY MARGIN OF 415T AVENUE SOUTH, A DISTANCE OF 55.19 FEET: . THENCE NORTH 3404'53' WEST ALONG THE WEST MARGN OF 41ST AVENUE SOUTH .A DISTANCE OF 24.11 FEET TO THE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH A 25.50 FOOT WIDE PRIVATE INGRESS. EGRESS & UTILITIES EASEMENT FOR THE BENEFIT OF THE LOTS WITHIN THIS SHORT PLAT AND CREATED UPON THE RECORDING OF THIS SHORT PLAT; . AND SUBJECT TO AND TOGETHER WITH A 10 FOOT WIDE PUBLIC WATER LINE EASEMENT CREATED UPON THE RECORDING OF. THIS SHORT PLAT; AND SUBJECT TO A 2E SB FOOT WIDE AND UTILITY EASEMENT FOR THE BENEFIT OF LOT 4 OF THIS SHORT PLAT AND CREATED UPON THE RECORDING OF THIS SHORT. PLAT; SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING AND STATE OF WASHINGTON. LOT 2 THAT PORTON OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE" 74. RECORDS OF KING COUNTY, WASIINI TON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46;. THENCE SOUTH 01'03'04' WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 235.83 FEET TO THE POINT OF BEGINNING . THENCE CONTINUING SOUTH 01'0304' WEST ALONG SAID WEST LINE A DISTANCE OF 121.66 FEET TO A POINT THAT IS 165.83 FEET NORTH OF THE INTERSECTION OF THE WEST LINE OF SAID TRACT 46 WITH THE NORTHELY MARGIN OF. SOUTH 128TH STREET; THENCE SOUTH 88S6'56' EAST ON A LINE THAT IS RIGHT ANGLES TO SAID WEST UNE. A DISTANCE OF 60.02 FEET: THENCE NORTH .0193'04' EAST ON A LINE THAT IS PARALLEL WITH THE WEST UNE OF SAID TRACT 46; A DISTANCE OF 121.66 FEET; THENCE NORTH 88'56'56' WEST A DIST.NCE OF 60.02 FEET TO THE POINT OF BEGNNING; SUBJECT TO AND TOGETHER WITH A 25.50 FOOT WIDE PRIVATE INGRESS. EGRESS & UTIUTIES EASEMENT FOR THE BENEFIT OF THE LOTS WITHIN THIS SHORT PLAT AND CREATED UPON' THE RECORDING OF THIS SHORT - PLAT; AND SUBJECT TO AND TOGETHER WITH A 10 FOOT WIDE PUBUC WATER LINE EASEMENT CREATED UPON THE RECORDING OF THIS SHORT PLAT; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING AND STATE OF WASHINGTON. - - NEW LEGAL DESCRIPTIONS LOT 3 THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE- 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46; THENCE SOUTH 0103'04' WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 357.50 FEET TO A POINT THAT IS 165.83 FEET NORTH OF THE INTERSECTION OF THE WEST UNE OF SAID TRACT 48 WITH THE NORTHERLY MARGIN OF SOUTH 128TH 11(LtI;. THENCE SOUTH 8856'56' EAST ON A LINE THAT IS RIGHT ANGLES TO SAID WEST LINE. A DISTANCE OF 60.02 FEET TO THE POINT. OF BEGINNING, . THENCE CONTINUING SOUTH 88'56'58' EAST A- DISTANCE OF 39.98 FEET TO THE WEST UNE OF EAST 100 FEET OF THE WEST' 200 FEET OF SAID TRACT 46; THENCE NORTH 0193'04' EAST ALONG SAID WEST UNE A DISTANCE OF 1.91 FEET TO THE NORTH FACE OF AN EXISTING 6 INCH WIDE CONCRETE WALL: THENCE NORTH 89'50'36' EAST ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF 17.11 FEET: THENCE NORTH 01'03'04' EAST ON A UNE THAT IS PARALLEL WITH THE WEST UNE OF SAID TRACT 46, -A DISTANCE OF 119.45 FEET; THENCE NORTH 88'56'56' WEST A DISTANCE OF 57.09 FEET; THENCE SOUTH 0103'04' WEST ON A LINE THAT IS PARALLEL WITH THE WEST LINE OF SAID TRACT 46. A DISTANCE OF 121.66 FEET TO THE POINT OF BEGINNING SUBJECT TO AND TOGETHER WITH A 25.50 FOOT WIDE PRIVATE INGRESS. EGRESS & UTILITIES EASEMENT FOR THE BENEFIT OF THE LOTS WITHIN THIS SHORT PLAT AND CREATED UPON THE RECORDING OF THIS SHORT PLAT; AND SUBJECT TO AND TOGETHER WITH A 10 FOOT WIDE PUBLIC WATER. UNE EASEMENT CREATED UPON THE RECORDING. OF THIS SHORT PLAT; AND SUBJECT TOTA EASEMENT FOR THE CREATED UPON STRIATE IN THE CI WASHINGTON. LOT -4 20.50 FOOT WIDE PRIVATE DRIVEWAY AND UTILITY, BENEFIT OF LOT 4 OF THIS SHORT PLAT AND RECORDING OF THIS SHORT PLAT; Y OF TUKWILA, COUNTY OF KING AND STATE OF ! THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74. RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46; THENCE SOUTH 01'03'04' WEST ALONG THE WEST UNE THEREOF A DISTANCE OF 357.50 FEET TO A POINT THAT IS - 165.83 FEET NORTH OF THE INTERSECTION OF THE WEST LINE OF SAID TRACT 46 WITH THE NORTHERLY MARGN OF SOUTH 128TH STREET; THENCE SOUTH 88'56'56' EAST ON A LINE THAT IS RIGHT ANGLES TO SAID WEST UNE, A DISTANCE OF 100.00 FEET TO TO THE WEST LINE OF THE EAST 100 FEET OF THE WEST 200 FEET OF SAID TRACT 46; THENCE NORTH 01'03'04' EAST ALONG SAID WEST LINE A DISTANCE OF 1.91 FEET TO THE NORTH FACE OF AN EXISTING 6 INCH WIDE CONCRETE WALL; - THENCE NORTH 8950'36' EAST ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF 17.11 FEET TO THE POINT OF BEGINNING THENCE CONTINUING NORTH 8950'36' EAST ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF 32.90 FEET TO THE WEST LINE OF THE EAST 50 FEET OF THE WEST 200 FEET OF SAID TRACT 46; THENCE NORTH 01'03'04' EAST ALONG SAID WEST LINE A DISTANCE OF 1.20 FEET TO A LINE DRAWN FROM .A POINT ON THE WEST UNE OF SAID TRACT 46. WHICH IS 353.33 FEET SOUTH OF THE NORTHWEST CORNER OF SAID TRACT 46, AND RUNS AT A RIGHT ANGLES TO SAID WEST LINE TO THE EAST LINE OF SAID TRACT 46; . THENCE SOUTH 88.58'58'. EAST ALONG SAID LINE A DISTANCE OF 50.00 FEET TO THE EAST UNE OF THE WEST 200 FEET OF SAID TRACT 46; THENCE SOUTH 0103'04' WEST ALONG SAID EAST UNE A DISTANCE OF 69.87 FEET TO THE SOUTH LINE OF THE NORTH 424.4 FEET. OF SAID TRACT 46; THENCE SOUTH 891739' EAST A DISTANCE OF 73.10 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 599;. THENCE NORTH 3702'36' WEST ALONG SAID WESTERLY MARGN A DISTANCE OF 70.67 FEET; . THENCE NORTH 344758' WEST ALONG SAID WESTERLY MARGN A DISTANCE OF 161.81 FEET; ' THENCE NORTH 8856'56'. WEST A DISTANCE OF 17.50 FEET; THENCE SOUTH 0193'04' WEST ON A UNE THAT IS PARALLEL WITH THE. WEST UNE OF SAID TRACT 48, A DISTANCE OF 119.45 FEET TO THE POINT OF BEGINNING, TOGETHER WITH A 25.50 FOOT WIDE PRIVATE INGRESS. EGRESS & UTIUTIES EASEMENT FOR THE BENEFIT OF THE LOTS WITHIN THIS SHORT PLAT AND CREATED UPON THE RECORDING OF THIS SHORT PLAT; AND TOGETHER WITH A 20.50 FOOT WIDE PRIVATE DRIVEWAY AND UTILITY EASEMENT FOR THE BENEFIT OF LOT 4 OF THIS SHORT PLAT AND CREATED UPON THE RECORDING OF THIS SHORT PLAT; AND TOGETHER WITH A. 10 FOOT WIDE PUBLIC WATER LINE EASEMENT CREATED UPON THE RECORDING OF THIS SHORT PLAT: . SITUATE IN THE CITY OF TUKWILA. COUNTY - CIF KING AND STATE OF WASHINGTON. . IVOLUME PAGE dir , + .'w' , .r �`l L seLp A'�t�T� L��? 2 � � CO, Q l�t' -��� l RECEIVED CONCEPT ENGINEERIING, INC. 3. RI I :' OWNER: PHOEBE LEE 11510 17TH AVE NE SEATTLE, -0 98125 (206) 818 -0507 . - DEC: Q 9 200 COMMUNITY DEVELOPMENT ,:.. • 455 Rainier BoWevmd North I ah, FAX (on 98027 (425) 392 -8055 FAX (425) 392 -0106 Ca %WM auwq" © • . DRAWN BY 08M DATE 12/8/09 JOB NUMBER 29033 2007 Concept °p"""9' b1 40 'aib ._ CHECKED BY SCALE N.A. SHEET 2 OF 4 ( 9 SHORT PLAT NUMBER LEGEND. • O 0 • B —0— S(C2{ (MJ CITY OF TUKWILA DEPARTMENT ^OMMUNITY DEVELOPMENT 6300 SOUTHC BOULEVARD, TUKWILA, WA 98188 TELEPHONE (2 431 -3670 FAX (206) 431 -3665 E -MAIL: TUKPLANOTUKWILA.WA.US L09 -047 SET REBAR & CAP FOUND REBAR et, CAP FOUND IRON PIPE . FOUND MONUMENT. IN CASE CHAIN UNK FENCE WIRE FENCE BOARD FENCE. CALCULATED . DIMENSION DEED DIMENSION MEASURED DIMENSION BUILDING. SETBACKS FRONT 20' 2ND FRONT 10' BACK 10', • SIDE 5' LOT 2 7.302 SO. FT. LOT AREAS GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. N. LLNE TRACT 46 I I20'. WIDE ACCESS WI EASEMENT REC. NO. 6169477 • NOTES. 1. INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND AN UNIT. PROCEDURES USED IN THIS SURVEY OWERE DISTANCE FIELD TRAVERSE. MEASURING MEETING OR EXCEED NG STANDARDS SET BY WAC 332 -130 -090. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 3/5/09, AND SHOWS THE GENERAL. CONDITION EXISTING AT THAT TIME. 3. SITE IMPROVEMENTS TO COMPLY WITH THE GEOTECHNICAL _..- Went OM ACerYJATFf EARTH SCIENCES. INC., DATE —•— — IMO IP MATCH LINE N34'04'53 "W 24.11' FOUND 2 IRON PIPE WITH TACK IN WOOD PLUG AT EDGE OF CONCRETE WALL 1.3' S X 0.8' W OF CORNER PUBUC WATER UNE EASEMENT CREATED UPON PRIVATE 25.5' WIDE :INGRESS, EGRESS & UTIUTIES`EASMENT Lkit• p.rjrns-strerm-raba. 20 WIDE INGRESS & EGRESS EASEMENT FOR THE BENEFIT OF TAX PARCEL • 734060 -0665 REC. NO. 5731222 - 6" CONCRETE WALL WITH BOARD FENCE ON TOP TAX PARCEL 734060 -0665 \5 5 WIDE UNDERI OU � v AND E DI REC. N N0. N .42:21'_W 549' r II I I, FOUND REBAR W /2" ALUMINUM CAP "HARTMAN LS /9158" 0.6' N X 0.3' W 1• 20' WIDE ACCESS EASEMENT REC. NO. 6169477 r- - - -1 \• e� 111. 1 LOT 1 ,, I I I 1:552 so. FT: 1 I \ \ " \ I \. \ \ \. J \ .I \ --- _ L -- z -J BS8L 1 _ _ }- I \ \ `\ N88'56'56"W r - - - 134.61 1 0.02'\ 20' m Co Ti 0 P T FOR oz TRANSMISSION TION FACIUTIES 9 EASEMENT :ED CONCRETE WALL WITH BOARD FENCE ON TOP MATCH LINE r� I- LOT 12 7.3021 SQ. FT. 1 I 57.09' I N 5' J LOT 3 6.910 SQ. FT. 17.50' \; \ 5'. \\\, LOT 4 NC>': 10,303 SQ. FT. HOUSE TO REMAIN CONCRETE RETAINING W. { \ \i\ l� \ I\ \ . \\ F X \\ \ 10 10) �\ \. t-- 10' PRIVATE UTILITY EASEMENT ,�. cuQ I AT ' I..' '— I NO1'03'04" 10' 1.91 BSB1J BSBL 17.11' 32.90' $ /N8950▪ '36'E 50.01' 39.98' 100.00' f 50.00' 1\1488'56'56"W NO1'03'04'E 1.20' \ 6' CONCRETE WALL WITH BOARD FENCE. ON TOP \ EAST 100' OF WEST 200' CT 46 0 z TAX PARCEL 734060 -0662 TAX PARCEL 7 7 734060 -0685 ? SHED -r ▪ SOUTH UNE OF NORTH J • 424.4'. OF TRACT 46 FOUND 3/4'. IRON PIPE LEANING EAST N8917'39 "W 73.10' TAX PARCEL 734060 -0687 FOUND 2 -1/2" BRASS DISK IN 4"X4' CONCRETE MONUMENT STAMPED "KING CO. SURVEY 1939' AND WITH "10/15" SECTION INFO. CONCEPT ENGINEERING. INC. 455 Rainier Boulevard North Issaquah. Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 cannot C) .2037 Coe Lt Env:,..ic n> Ms ,tent. removed. OWNER: PHOEBE LEE 11510 17TH AVE NE. SEATTLE, WA 98125 (206) 818 -0507 DRAWN BY DBM DATE 12/8/09 CHECKED BY SCALE 1' =30' JOB NUMBER SHEET DEC 0 9 2009 COMMON re. DEVZLUPG1ENT 29033 40F4 TOTAL AREA ACCESS EASEMENT AREA . AREA LOT 1 9.552 SQ. FT. 2,964 SQ. FT. 6.588 SQ. FT. LOT 2 7.302 SO. FT. 455 SQ. FT. 6.847 S0. FT. LOT 3 6,910 SQ. FT. 224 SQ. FT. 6.686 SQ. FT. LOT 4 10.303 SO. FT. 0 SQ. FT. 10,303 S0. FT. N. LLNE TRACT 46 I I20'. WIDE ACCESS WI EASEMENT REC. NO. 6169477 • NOTES. 1. INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND AN UNIT. PROCEDURES USED IN THIS SURVEY OWERE DISTANCE FIELD TRAVERSE. MEASURING MEETING OR EXCEED NG STANDARDS SET BY WAC 332 -130 -090. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 3/5/09, AND SHOWS THE GENERAL. CONDITION EXISTING AT THAT TIME. 3. SITE IMPROVEMENTS TO COMPLY WITH THE GEOTECHNICAL _..- Went OM ACerYJATFf EARTH SCIENCES. INC., DATE —•— — IMO IP MATCH LINE N34'04'53 "W 24.11' FOUND 2 IRON PIPE WITH TACK IN WOOD PLUG AT EDGE OF CONCRETE WALL 1.3' S X 0.8' W OF CORNER PUBUC WATER UNE EASEMENT CREATED UPON PRIVATE 25.5' WIDE :INGRESS, EGRESS & UTIUTIES`EASMENT Lkit• p.rjrns-strerm-raba. 20 WIDE INGRESS & EGRESS EASEMENT FOR THE BENEFIT OF TAX PARCEL • 734060 -0665 REC. NO. 5731222 - 6" CONCRETE WALL WITH BOARD FENCE ON TOP TAX PARCEL 734060 -0665 \5 5 WIDE UNDERI OU � v AND E DI REC. N N0. N .42:21'_W 549' r II I I, FOUND REBAR W /2" ALUMINUM CAP "HARTMAN LS /9158" 0.6' N X 0.3' W 1• 20' WIDE ACCESS EASEMENT REC. NO. 6169477 r- - - -1 \• e� 111. 1 LOT 1 ,, I I I 1:552 so. FT: 1 I \ \ " \ I \. \ \ \. J \ .I \ --- _ L -- z -J BS8L 1 _ _ }- I \ \ `\ N88'56'56"W r - - - 134.61 1 0.02'\ 20' m Co Ti 0 P T FOR oz TRANSMISSION TION FACIUTIES 9 EASEMENT :ED CONCRETE WALL WITH BOARD FENCE ON TOP MATCH LINE r� I- LOT 12 7.3021 SQ. FT. 1 I 57.09' I N 5' J LOT 3 6.910 SQ. FT. 17.50' \; \ 5'. \\\, LOT 4 NC>': 10,303 SQ. FT. HOUSE TO REMAIN CONCRETE RETAINING W. { \ \i\ l� \ I\ \ . \\ F X \\ \ 10 10) �\ \. t-- 10' PRIVATE UTILITY EASEMENT ,�. cuQ I AT ' I..' '— I NO1'03'04" 10' 1.91 BSB1J BSBL 17.11' 32.90' $ /N8950▪ '36'E 50.01' 39.98' 100.00' f 50.00' 1\1488'56'56"W NO1'03'04'E 1.20' \ 6' CONCRETE WALL WITH BOARD FENCE. ON TOP \ EAST 100' OF WEST 200' CT 46 0 z TAX PARCEL 734060 -0662 TAX PARCEL 7 7 734060 -0685 ? SHED -r ▪ SOUTH UNE OF NORTH J • 424.4'. OF TRACT 46 FOUND 3/4'. IRON PIPE LEANING EAST N8917'39 "W 73.10' TAX PARCEL 734060 -0687 FOUND 2 -1/2" BRASS DISK IN 4"X4' CONCRETE MONUMENT STAMPED "KING CO. SURVEY 1939' AND WITH "10/15" SECTION INFO. CONCEPT ENGINEERING. INC. 455 Rainier Boulevard North Issaquah. Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 cannot C) .2037 Coe Lt Env:,..ic n> Ms ,tent. removed. OWNER: PHOEBE LEE 11510 17TH AVE NE. SEATTLE, WA 98125 (206) 818 -0507 DRAWN BY DBM DATE 12/8/09 CHECKED BY SCALE 1' =30' JOB NUMBER SHEET DEC 0 9 2009 COMMON re. DEVZLUPG1ENT 29033 40F4 • RECEMED DEC 10 2009 TUKWILA City of Tukwila PUBLIC WORKS Department of Community Development Land Use Routing form for Revisions -Dave Fire -AI FILE NUMBER L09 -047 Project: Phoebe Lee Short Plat, 2nd iteration Address: 12621 42nd Ave S Date transmitted 12/10/2009 Response requested by: 12/24/2009 - Planner: Stacy MacGregor Date response received: COMMENTS (PY.€/■ 51% ?I hi 4. ❑ DRC review requested Ste- 4it"A4tied 0"vi, t; c (i/Dyk s evbinients) Cycini //Zs /i o ❑ Plan submittal requested ❑ Plan approved Plan check date: Comments prepared by: MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Stacy MacGregor, Assistant Planner 43 girl FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: January 25, 2010 SUBJECT: Phoebe Lee — 4 Lot Short Plat 12621— 42 "d Ave. South TL no. 734060 -0681 Short Plat and Miscellaneous Comments Short Plat — L09 -047 Preliminary Short Plat meets Public Works requirements. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 2. Provide a draft copy of the Private Ingress /Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (Sample previously provided.) 3. Provide a draft copy of the Public Utilities Easement within new Lots 1, 2, & 3 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Public Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. Page 1 of 2 • • 4. Provide a draft copy of the Private Utilities & Driveway Easement within new Lots 1, 3, & 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording numbed Cshown on the short plat map. (2) The Private Utilities & Driveway Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) 5. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. (1) If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. (2) If not existing, then document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) 6. Owner /Applicant to complete Traffic Concurrency Certificate Application. Transportation Concurrency Test Fee applies to this Short Plat. (See enclosed.) Short Plat Site Development Plan 1. Show and label an asphalt pavement Fire Truck Turn - Around at North side of S. 126th Street / 41st Ave. South intersection. Construct as part of the Public Works permit for this short plat. (See depiction enclosed — for reference.) Page 2 of 2 4. Provide a draft copy of the Private Utilities & Driveway Easement within new Lots 1, 3, & 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities & Driveway Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) 5. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. (1) If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. (2) If not existing, then document' shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (Sample previously provided.) 6. Owner /Applicant to complete Traffic Concurrency Certificate Application. Transportation Concurrency Test Fee applies to this Short Plat. (See enclosed.) Short Plat Site Development Plan 1. Show and label an asphalt pavement Fire Truck Turn- Around at North side of S. 126th Street / 41st Ave. South intersection. Construct as part of the Public Works permit for this short plat. (See depiction enclosed — for reference.) Page 2 of 2 City of Tukwila Department of Community Development Land Use Routing form for Revisions TO: PW -Dave FILE NUMBER L09 -047 Project: Phoebe Lee Short Plat, 2nd iteration Address: 12621 42nd Ave S Date transmitted 12/10/2009 Response requested by: 12/24/2009 Planner: Stacy MacGregor Date response received: COMMENTS /24ve6 1 fw ..k gr0 ) I 6e re w.4A of f- v►,�i�.�.c R vrole GwA710 1:4i J�y�c►..tw� �ro� tmo hpi c / 406/ •c� � _ ► w , y db", ' ❑ DRC review requested Plan submittal requested ❑ Plan approved Plan check date: / -A, -p r1 Comments prepared by: Cu TO: City of Tukwila Department of Community Development File Number L09 -047 E09 -015 LAND USE PERMIT ROUTING FORM )(Fire Dept. Building n Planning Public Works Police Dept. 0 Parks /Rec Project: Phoebe Lee Short Plat Update date: Address: 12621 42 "d Ave S Date transmitted 9 -17 -09 Response requested by 10 -1 -09 Staff coordinator Stacy MacGregor 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.) Subdividing 1 lot into 4. Triggers SEPA because cut and fill exceeds 500 cubic yard threshold. - A-6(. 6s roaa eic Pe S !s- . /,}- pP,wEoI -^'vrr, cirwh r e r . revi TU L WATti. 250 . of Gt( (,S4-w(A/K h.-CGSvvtal Li ve4i6.14ti 1144..4,1 . Plan check date: 1—.1.3-us Comments "` prepared by: /�l Update date: City of Tukwila Department of Community Development File Number L09 -047 E09 -015 LAND USE PERMIT ROUTING FORM TO: Building ❑ Planning ❑I Public Works ❑ Fire Dept. El Police Dept. Parks /Rec Project: Phoebe Lee Short Plat Comments prepared by: Address: 12621 42nd Ave S Date transmitted 9 -17 -09 Response requested by 10 -1 -09 Staff coordinator Stacy MacGregor 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.) Subdividing 1 lot into 4. Triggers SEPA because cut and fill exceeds 500 cubic yard threshold. rkt, o • `o efr-mi o C Plan check (27 Comments prepared by: ,i)(__ Update date: 41 City of Tukwila Department of Community Development RECIEWEIP SEP 17 2009 TUKWILA PUBLIC WORKS File Number L09 -047 E09 -015 LAND USE PERMIT ROUTING FORM TO: Building 10I Planning r•-:1 Public Works n Fire Dept. Police Dept. LI Parks /Rec Project: Phoebe Lee Short Plat Update date: Address: 12621 42 "d Ave S Date transmitted 9 -17 -09 Response requested by 10 -1 -09 Staff coordinator Stacy MacGregor 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.) Subdividing 1 lot into 4. Triggers SEPA because cut and fill exceeds 500 cubic yard threshold. l pL,41 e��l J *T ;����t' �ui3U c Ll1o�QLt5 REQ ul,26m6pfrrS .) , SEE tetTreicot6b erne, 1S a Plan check date: Comments /0/(0/1), Update date: prepared by: MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Stacy MacGregor, Assistant Planner 131.71► FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: October 6, 2009 SUBJECT: Phoebe Lee — 4 Lot Short Plat 12621 — 42 "d Ave. South TL no. 734060 -0681 SEPA, Short Plat, and Miscellaneous Comments SEPA — E09 -015 SEPA meets Public Works Requirements. The environmental checklist should be revised as follows: A. Background 12. Portion of site is class 2 and 3 steep slope area (Sensitive Area Ordinance). B. Environmental Elements 1. Earth a. Topography of the site is rolling to steep. Steep grades between 15% to 30% are existing on and near the site. c. See Geotechnical Report by Associated Earth Sciences, Inc., dated July 28, 2009. g. Verify percent of site covered with impervious surfaces after project construction. 3. Water a. Surface Page 1 of 5 1. The Duwamish River is within a quarter -mile downstream of the site to the East. Riverton Creek is within a half -mile downstream of the site to the West. c. Water Runoff (including storm water) 1. Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. d. Proposed measures 2. Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. 16. Utilities b. Seattle City Lights — Electricity Water Dist. 125 Valley View Sewer District 4. Plants d. Landscaping of yards (lawn grasses, shrubs, and trees) will most likely be provided for each lot. 5. Animals a. Birds — The site will remain partially native and is near native areas. Many common species of birds may be on the site on occasion. Mammals — Many common species of rodents and small mammals may be on the site on occasion. 8. Land and Shoreline Use h. The site contains areas of Potential Geologic Instability Class 2, and Class 3 (See Soils Report). Short Plat — L09 -047 Preliminary Short Plat does not meet Public Works requirements. The following comments need to be addressed for Public Works. 1. Provide current Certificate of Water Availability from Water Dist. 125. Page 2 of 5 2. Provide current Certificate of Sanitary Sewer Availability from Valley View Sewer District. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 2. Provide a draft copy of the Private Ingress /Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress /Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample — enclosed.) 3. Provide a draft copy of the Public Utilities Easement within new Lots 1, 2, & 3 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Public Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. 4. Provide a draft copy of the Private Utilities Easement within new Lot 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample — enclosed.) 5. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. (1) If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. (2) If not existing, then document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample — enclosed.) Page 3 of 5 • • 6. Owner /Applicant to complete Traffic Concurrency Certificate Application — see enclosed. Transportation Concurrency Test Fee applies to this Short Plat. Short Plat Survey SitePlan 1. Revise Short Plat Map sheets 1 thru 4 of 4, per red -lined comments — see enclosed. 2. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by Associated Earth Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. 3. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to', and/or `together with' — reference the Private Ingress, Egress & Utilities Easement. (as applicable) 4. New legal descriptions for Lots 1, 2, 3 & 4; should include `subject to' and/or `together with' — reference the 10' Public Water Easement. (as applicable) 5. New legal descriptions for Lots 1, 2, 3 & 4; should include `subject to' and/or `together with' — reference the 10' Private Utilities Easement(s). (as applicable) 6. New Sanitary Sewer connects to an existing Side Sewer located outside of TL #734060 -0681. Verify, if off -site easement is existing. 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. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. Provide note on site plan - Project to comply with the Geotechnical Engineering Report, by Associated Earth Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. 4. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. Page 4 of 5 • • 5. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Transportation Impact Fee applies to the future Building Permit(s). ' See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 3. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 5 of 5 CONCEPT ENGINEERING, INC. 441 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 Fax_ (425) 392 -0108 December 9, 2009 Stacy MacGregor, Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Phoebe Lee Short Plat; L09 -047 Dear Stacy: 092009 PrreEllfcn DEC DEVELOPMENT Attached are four sets of the preliminary short plat map pages and four sets of preliminary utility plans, all revised per your October 8, 2009 review letter (also attached). Please consider the following responses to comments in your review letter: Fire Department 1. The proposed access road exceeds 150'. An approved turn - around is required. The access road has been revised and is less than 150 feet in length. 2. A fire hydrant is required to be within 250' of the furthest building, measured via vehicular travel. A fire hydrant is shown in the southwest corner of Lot 1. Planning Division of DCD 1. When you came in for your pre - application meeting, the access casement for the adjacent parcel to the west was not discussed. In Tight of this information, the access road to the Tots should be along this easement. Locating the access road on the access easement alleviates other concerns: 1. Removal of the large maple tree in the public right -of -way is not desired. 2. If the access easement was improved in the future, lot one would be surrounded by access roads. We have realigned the access road to follow the west property line. \ \CE \VOL1 \DESIGNER \AUTOCAD \PROJECTS \2009 \29033\ Engineering \Analysis -Calcs \Documents \Word \Response cover letter.doc , CIVIL ENGINEERING /SURVEYING / LAND USE PLANNING • • Stacy MacGregor City of Tukwila Page 2 December 9, 2009 2. Subtract the area of the access road, including the fire turn - around, from the lot area. Each lot needs to be 6500 square feet. Lot areas and access road areas are shown on the preliminary short plat map pages. Each lot is larger than 6,500 sq ft, exclusive of the access road easement. 3. The lot lines shown on the south side of the large triangle includes property that is in dispute and not owned by Phoebe Lee (see attached letter from David Joseph Smith, PS). This survey, stamped by David Matthews, shows property owned by Phoebe Lee that does not match her legal description. The civil dispute between Ms. Lee and the properties owners to the south needs to be decided in Ms. Lee's favor before this property can be shown on the short plat as hers. The quiet title case is currently in court. We request that we be allowed to proceed with the preliminary short plat, and resolution of the property dispute in Mrs. Lee's favor be made a condition of approval. 4. For your information, fire and parks impact fees will apply to future building permits. They will not apply when a home is demolished and a new building permit is issued within 12 months of the demolition. Comment noted. 5. State Route 599 acts as a first or second front. Setbacks from the first front are 20' and from the second front arc 10'. 10- and 20 -foot front setbacks are now shown Note that we have included an additional 5 -foot setback from easements, with the most restrictive of the two setback shown. 6. Do not show the homes to be demolished on the final short site development plan. Comment noted. Building Division of DCD 1. For your information, Demolition Building Permits are required for buildings to be demolished. Comment noted. \ \CE \VOL1\ DESIGNER \AUTOCAD \PROJECTS \2009 \29033\ Engineering \ Analysis -Calcs \ Documents \Word \Response cover letter.doc • • Stacy MacGregor City of Tukwila Page 3 December 9, 2009 Public Works Department Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1 Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 2. Provide a draft copy of the Private Ingress /Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number will be shown on the short plat map. (2) The Private Ingress /Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample - enclosed.) 3. Provide a draft copy of the Public Utilities Easement within new Lots 1, 2, & 3 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number will be shown on the short plat map. (2) The Public Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. 4. Provide a draft copy of the Private Utilities Easement within new Lot 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number will be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample - enclosed.) 5. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. (1) If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. (2) If not existing, then document shall be recorded prior to recording of the Final Short Plat Map, and the recording number will be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample - enclosed.) All comments noted and will be complied with prior to final short plat. Short Plat Survey Site Plan 1. Revise Short Plat Map sheets 1 thru 4 of 4, per red -lined comments - see enclosed. Short Plat Map Pages revised accordingly. \ \CE \VOL1\ DESIGNER \AUTOCAD\ PROJECTS\ 2009\ 29033 \Engineering \Analysis -Calcs \Documents \Word \Response cover letter.doc 1 • Stacy MacGregor City of Tukwila Page 4 December 9, 2009 2. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by Associated Earth Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. Note added to preliminary map pages, and will be shown on final as well. 3. New legal descriptions for Lots 1, 2, 3 & 4; should include 'subject to and /or 'together with' - reference the Private Ingress. Egress & Utilities Easement. (as applicable) 4. New legal descriptions for Lots 1, 2, 3 & 4; should include 'subject to' and /or 'together with' - reference the 10' Public Water Easement. (as applicable) 5. New legal descriptions for Lots 1, 2, 3 & 4; should include 'subject to' and /or 'together with' - reference the 10' Private Utilities Easement(s). (as applicable) Notes revised accordingly. 6. New Sanitary Sewer connects to an existing Side Sewer located outside of TL #734060 -0681. Verify, if off -site easement is existing. We have been unable to locate easements for either the existing on- or off -site side sewer. We will record the off -site easement prior to recording the final short plat. 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. Civil site plans shall be designed per City of Tukwila standards, details, and specifications. 3. Provide note on site plan - Project to comply with the Geotechnical Engineering Report, by Associated Earth Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. 4. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 5. Show and label any proposed rockeries and /or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and /or surcharged, will require a separate Building Permit. Comments noted and will be incorporated into civil site plans. \ \CE \VOL1 \ DESIGNER \AUTOCAD\ PROJECTS \2009\ 29033 \Engineering \Analysis -Calcs \Documents \Word \Response cover letter.doc 1 • Stacy MacGregor City of Tukwila Page 5 December 9, 2009 Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin No. A3 - enclosed. 3. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Comments noted. Please call if you have any questions or wish to further discuss the proposed short plat. Absent further comments, we understand the next step will be conditional short plat approval, after which civil site improvement plans and final short plat documents will be submitted. Sincerely, CONCEPT ENGINEERING, INC. Bruce Johnson, P.E. Attachments cc: Phoebe Lee \ \CE \VOL1 \ DESIGNER \AUTOCAD \PROJECTS \2009\ 29033 \Engineering\ Analysis -Calcs \Documents \Word \Response cover letter.doc October 8, 2009 i City of Tukwila Department of Community Development NOTICE OF COMPLETE APPLICATION AND COMMENTS Bruce Johnson Concept Engineering Incorporated 455 Rainier Boulevard North Issaquah, WA 98027 Subject: Phoebe Lee Short Plat; L09 -047 SEPA Determination; E09 -015 Dear Mr. Johnson: Jim Haggerton, Mayor Jack Pace, Director The Department of Community Development received you applications for a four -lot short plat and a SEPA determination for the property located at 12621 42nd Avenue South. You applications are considered complete as of September 28, 2009 for the purposes of meeting state mandated time requirements. As the next step, the City will coordinate the required public notice for your project. Please contact Julie at FastSigns (206- 757 -2110) to prepare your sign. Information was provided with your application. The posting and notice of land use application will occur by October 22, 2009. At that point, the comment period will start. The City can review your application but can not issue any decisions until the comment period has expired. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Meanwhile, the City has reviewed your short plat application. The following is the development review team that reviewed the short plat application: Stacy MacGregor Dave McPherson Al Metzler Dave Larsen Planning Division of DCD Public Works Department Fire Department Building Division of DCD (206) 433-7166 (206) 431 -2448 (206) 575-4404 (206) 431 -3678 Each Departments comments are listed separately below. For questions related to this letter, the short plat process, and resubmitting please address those directly to me. For technical questions regarding a specific Departments comments, please address those directly to the appropriate individual. Fire Department 1. The proposed access road exceeds 150'. An approved turn- around is required. 2. A fire hydrant is required to be within 250' of the furthest building, measured via vehicular travel. SM H:\L09 -047 Phoebe Lee Short PIatNOC.doc Page 1 of 4 10/08/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 Planning Division of DCD 1. When you came in for your preapplication meeting, the access easement for the adjacent parcel to the west was not discussed. In light of this information, the access road to the lots should be along this easement. Locating the access road on the access easement alleviates other concerns: 1. Removal of the large maple tree in the public right -of -way is not desired. 2. If the access easement was improved in the future, lot one would be surrounded by access roads. 2. Subtract the area of the access road, including the fire turn- around, from the lot area. Each lot needs to be 6500 square feet. 3. The lot lines shown on the south side of the large triangle includes property that is in dispute and not owned by Phoebe Lee (see attached letter from David Joseph Smith, PS). This survey, stamped by David Mathews, shows property owned by Phoebe Lee that does not match her legal description. The civil dispute between Ms. Lee and the properties owners to the south needs to be decided in Ms. Lee's favor before this property can be shown on the short plat as hers. 4. For your information, fire and parks impact fees will apply to future building permits. They will not apply when a home is demolished and a new building permit is issued within 12 months of the demolition. 5. State Route 599 acts as a first or second front. Setbacks from the first front are 20' and from the second front are 10' 6. Do not show the homes to be demolished on the final short site development plan. Building Division of DCD 1. For your information, Demolition Building Permits are required for buildings to be demolished. Public Works Department Short Plat — L09 -047 Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 2. Provide a draft copy of the Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample — enclosed.) 3. Provide a draft copy of the Public Utilities Easement within new Lots 1, 2, & 3 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Public Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. 4. Provide a draft copy of the Private Utilities Easement within new Lot 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample — enclosed.) 5. Provide a draft copy of the Private Utilities Easement located to the Southeast of TL# 734060 -0681 for the benefit of new Lots 1, 2, 3, & 4. (1) If this is an existing easement, then provide a copy of the recorded easement and show the recording no. on the short plat map. (2) If not existing, then document shall be recorded prior to SM H:\L09 -047 Phoebe Lee Short Plat \NOC.doc Page 2 of 4 10/08/2009 recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. (See sample — enclosed.) Short Plat Survey Site Plan 1. Revise Short Plat Map sheets 1 thru 4 of 4, per red -lined comments — see enclosed. 2. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. 3. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to' and/or `together with' Private Ingress, Egress & Utilities Easement. (as applicable) 4. New legal descriptions for Lots 1, 2, 3 & 4; should include `subject to' and/or `together with' Public Water Easement. (as applicable) 5. New legal descriptions for Lots 1, 2, 3 & 4; should include `subject to' and/or `together with' Private Utilities Easement(s). (as applicable) 6. New Sanitary Sewer connects to an existing Side Sewer located outside of TL #734060 -0681. easement is existing. 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. Associated Earth — reference the — reference the 10' — reference the 10' Verify, if off-site 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. Provide note on site plan - Project to comply with the Geotechnical Engineering Report, by Associated Earth Sciences, Inc. dated July 28, 2009 and subsequent geotechnical reports. 4. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 5. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and /or surcharged, will require a separate Building Permit. Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 3. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Next Step SM Page 3 of 4 10/08/2009 H: L09 -047 Phoebe Lee Short PIatWOC.doc While the public noticing transpires, your next step is to address the comment made in this letter. Once you have addressed the comments and revised the plans, resubmit four sets of plans to the Department of Community Development. The SEPA determination is being reviewed separately. Following the posting and public comment period, a decision will be issued. If you have any questions please call (206) 431 -3684 or send an email to smacgregor @ci.tukwila.wa.us. Sincerely, Stacy MacGr Assistant Planner cc. File (L09 -047, E09 -015) Attachments: letter from David Joseph Smith, PS dated 9/21/2009 Red -lined Plan Set PW bulletin A3 Lee 4 -lot short plat Level 2 Land Slide Sample Private Ingress, Egress, and Utilities Easement & Maintenance Agreement Private Sanitary Sewer and Strom Drainage Easement and Maintenance Agreement Sensitive Area Covenant and Hold Harmless Agreement Receipt for Payment of Mailing Fee SM H: \L09 -047 Phoebe Lee Short Plat \NOC.doc Page 4 of 4 10/08/2009 After recording return document to: Phoebe Lee 1151017` Ave NE Seattle, WA 98125 PRIVATE INGRESS, EGRESS& UTILITIES EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. — L09 -047 GRANTOR: Phoebe Lee — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat no. L09 -047) GRANTEE: Phoebe Lee — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat no. L09 -047) Grantor Legal Description THAT PORTION OF LOT 46, WITHIN THE SE1/4 OF THE SW1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: Grantor - Assessors Tax Parcel No. 734060 -0681 Grantee Legal Description THAT PORTION OF LOT 46, WITHIN THE SE1/4 OF THE SW1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: Grantee - Assessors Tax Parcel No. 734060 -0681 Page 1 of 3 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Ingress/Egress and Utilities Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: INGRESS/EGRESS AND UTILITIES EASEMENT OVER A PORTION OF LOTS 1, 2, 3 & 4 OF CITY OF TUKWILA SHORT PLAT L09 -047 LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA: A STRIP OF LAND LYING WITHIN 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress/Egress and Utilities Easement. 3. Grantee shall install any improvements in said Ingress/Egress and Utilities Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Ingress/Egress and Utilities Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Ingress/Egress and Utilities Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, her heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2009. Grantor /Grantee/Property Owner STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said individual acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 After recording return document to: Phoebe Lee 11510 17th Ave NE • Seattle, WA 98125 PRIVATE SANITARY SEWER & STORM DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. — L09 -047 GRANTOR: Phoebe Lee — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat no. L09 -047) GRANTEE: Phoebe Lee — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat no. L09 -047) Grantor Legal Description THAT PORTION OF LOT 46, WITHIN THE SE% OF THE SW1/4, AND THE SW1/4 OF THE SE1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: Grantor - Assessors Tax Parcel No. 734060 -0681 Grantee Legal Description THAT PORTION OF LOT 46, WITHIN THE SE1/4 OF THE SW1/4, AND THE SW1/4 OF THE SE1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: Grantee - Assessors Tax Parcel No. 734060 -0681 Page 1 of 3 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Sanitary Sewer & Storm Drainage Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND 2. This easement is for the sole purpose of the construction, use and maintenance of Sanitary Sewer and Storm Drainage lines, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Sanitary Sewer and Storm Drainage systems at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Sanitary Sewer and Storm Drainage systems. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair of said Sanitary Sewer and Storm Drainage systems. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2009. Grantor /Grantee/Property Owner STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said individual acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 LAW OFFICE OF DAVID JOSEPH SMITH, P.S. A PROFESSIONAL SERVICE CORPORATION 228 MARKET STREET P.O. Box 616 KIRKLAND, WASHINGTON 98083 -0616 PHONE (425) 822 -2222 • FAX (425) 822 -6725 e -mail: david @davidjsmithlaw.com September 21, 2009 Marci A. and Leroy D. Gray 1760 Ferry Avenue S.W. Seattle, WA 98116 Long Hoang Dinh 4058 S. 128th St. Tukwila, WA 98168 Re: Phoebe T. Lee and Wing -Ho Kong Dear Neighbors: This is to advise you that you will shortly be "served" with copies of documents entitled "Summons," "Complaint," and "Order Setting Civil Case Schedule." The originals of these documents (called "pleadings" in the law) were filed with the King County Superior Court on Monday, September 21, 2009. Part of the purpose of this letter is to advise you why you are being named and served in what is technically a "lawsuit." First, you should know that no one is accusing you of having done anything wrong. My dients, Phoebe T. Lee and Wing -Ho Kong seek no money from you. My clients, rather, are required by government officials to show proof of title to property that lies north of the wooden fence and concrete wall that divides/Lee and Kong's property from your 2 properties. My clients are seeking to develop their property in a manner that will benefit the surrounding area and improve the property values, it is hoped, of nearby properties, including yours. In the preliminary stage of research and investigation for purposes of this development, it was discovered that my clients' property line in the legal description in their deed, is somewhat north of the wooden fence and concrete wall. More importantly, it was discovered that the original surveyors erred when creating the legal descriptions for the properties they had laid out. My dients learned that there is a swath of property that 1 , Marci A. and Leroy D. Gray Long Hoang Dinh September 21, 2009 Page 2 divides their property from your properties that is not included in either my clients' legal description or your legal descriptions. I am including a sketch (perhaps not to scale) that shows this property, which the surveyors and engineers hired by my clients have called the area of "questionable ownership." It appears obvious that the previous ownership on both sides of the wooden fence and concrete wall treated those structures as the boundary "in fact" between the respective properties. All that this lawsuit is intended to achieve is a judicial recognition of what owners of these 3 properties have always believed was the case, namely that the wooden fence and concrete wall is the boundary — a Court will make this boundary no longer one that is just in fact, but in law, as well. Mr. Dinh's property would change not at all based on the relief that my clients seeks in this suit. His legal description accordingly would be unaffected by this "lawsuit." The Grays' property actually would gain a few feet of ground on the westerly side of their property. Lee and Kong's "legal" would "increase" beyond its current metes and bounds description to include all property north of the wooden fence and concrete wall. Thus, my clients submit to you that you have no need to be afraid about the effect of this action on either your property rights or your personal assets. If you take no action in defense of this lawsuit, the Court will merely issue a decree that makes permanent in law what has been the case in fact — namely that the wooden fence and concrete wall divides the 3 properties. This action, it is submitted, can be seen as a positive thing for you as well. Where there had been uncertainty on the ground, there will soon be certainty. This will aid you when you sell or develop your properties my clients submit. It is important to note, however, that I am not your attorney and do not represent your interests. I believe that my dients' interests are not inconsistent with yours but that is for you to determine. In coming to a decision as to what you should do in response to this action by my clients, I urge you to engage an attorney knowledgeable in real estate law, who can review the summons and complaint as well as this letter. You will find, I believe, that the fee charged for the time spent by such an attorney will be well worth it given the substantial investment you have in your properties. In that review, the attorney should know that my clients' complaint for quiet title is based on the law created in the case of Reitz v. Knight, 62 Wn. App. 575, 814 P.2d 1212 (1991). It is my expectation that the attorney(s) you engage would offer an opinion about how you are affected by this lawsuit that would not be inconsistent with the one expressed herein. If I am wrong, I assure you that my clients will work hard to make sure that the property rights you and your predecessors have always enjoyed will not be Marci A. and Leroy D. Gray Long Hoang Dinh September 21, 2009 Page 3 changed — only codified in the law permanently as the parties have always treated their properties in fact. If you or the attorney(s) you hire have any questions or concerns that you believe I can assist you with, do not hesitate to contact me. I am very diligent about answering my email and urge you to try that means of communication first before phoning. I am always concerned that I might say something that will misunderstood by a non - lawyer. This caveat does not, of course, apply to your attorneys. Very truly yours, v9) David Josep ith Law Office o avid Joseph Smith DJS /bms cc: Clients Bruce Johnson • MAILBOX KIOSK 0 12• n.::.'':j `\ ,` A / Sc 844923}x4.1/ 143404'55'W 24.11' 2' IRON PIPE ACK 94 W000 . AT EDGE OF NCRETE WALL S S X 0.8'w OF CORNER _ _z 6,x25 lam% FOUND REBAR W /2• ALUMINUM CAP HARTMAN LS p158' 0.6'NX0.3' W IDE INGRESS 8: EGRESS :IENT FOR THE BENEFIT OF TAX PARCEL 74080 -0685 " CONCRETE WALL 1114 BOARDOFFEN TOP —134-- HOUSE 0 20' WIDE ACCESS — EASEMENT REC. N0. 8169477 AX PARCEL 1— 734060 -0681 N o r_ • 8' CONCRETE WALL 0 EASEMENT FOR ROUND TRANSMISSION ;TRBUTWN FACTURES ). 6560669 • CONCRETE WALL TIN BOARD FENCE ON TOP 10D.o0' f TAX PARCEL 71 734060 -0686 r '. t PROPERTY UNE PER CUENT DEED' AREA OF QUESTIONABLE OWNERSHIP 4\/ 8' CON . WALL WITH 80 FENCE ON TOPE PROPERTY UNE BB.01' PER ADJOINER DEED EAST 100' WEST 200' OF SOU 88.01' SOUTH UNE OF NORTH 424.4' OF LOT 48 6' (C) 1829' (D) TAX PARCEL 734060 -0682 TAX PARCEL 734060 -0685 15 K —4. N8917'41-W 73.10' TAX PARCEL 7J4060 -0587 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 RECEIVEDCERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district SEP 0 8 2009 COMMUNITY DEVELOPMENT PERMIT NO.: • • j ETE v � �1 t a a kt it de f " tij t 7gI �xrx'f♦K. C� � { Lutaegk ' aLk 1K4 A.s 4y JyY� 1 J Site address (attach map Rn legal description showing hydrant location and size of main): b- 1.1 42-v - Aut S • Tlk -4lot le 1,6 2:74 7•r t r w ,7� s r. tr. .�.. G1 � '. '8tir L! rif... .: ,4 .�"�.� � ���b �,i� TI�.,�kii4.ii�'a1:�i �7Ya t Pr"y L'I7w T T _5 a �� Q r y1 4� �,} r EEInTU /•9E Y �'. { M pti;tlu'}'.'S24 ,tfjT'gFst�5lF�h,qq'13(_"' 'T : FuH� - � av ,RtxS�I >Ymr � aRf.:l :I I '^� 4"� < � 1� � � �Yir to ��:�u6neLi�` .: 1�j..:le. 1.4Yl...61.1. s..wu�L..l�.o.. �(�TUI' 1 � '� °. Name gE (E.E.. w; _Ho kr1 Name: Address: 115 /0 /"7 et 4,5Address: Phone .lob ) - 054-1 11.4) g W—oroi Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Short Subdivision Other 4 3-e n9 — P-dci 1 mote. Vehicular distance from nearest hydrant to th 41/gsr$t•pgir}t.plf strr �l� 125 ft. Area Is served by (Water Utility District): VVYYrrii CC11�� UU�IJ' Owner /Ar nt Signa e Oc' (4 - 69 Date art o) . Foy d'a' arLraitiOth 1. 2. The proposed project is within • No improvements required. C#7any�}�ii"ET a EL (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: D e ue. ie) e-eS �'x•t-a�S iQc u.i t t\ %e retril cc.c eAr -f-e) vt• 6e.. Ip f t3 re d }U (Use separate sheet if more room is needed) 4. Based upon the improvements Iistedabove, water can be provided and will be available at the site with a flow of '2.900 gpm at 20 psi residual for a duration of 2 hours at a velocity of ! 6 fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements In Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. K n Co . 4-r-Ese p t s r. 12...,.,E �tit�t.l.�L._ �r1 -�-s+� 8- /41-69 Agency /Phone By Date E its CIg -i 1 -/t(' This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16 -03 • Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative 0-64.— LPL Date £f -17, o Date -`4/ -O ? 14816tary Road South P.O. e 9550 Tukwila, WA 98168 ,.' Phone: (206) 242 - 3236 /` 5 Fax: (206) 242 -1527 1� CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non-Availability;.,` Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other . Short Subdivision ❑ Rezone Proposed Use: L1 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 'ph aekt, LF r Phone: /2.0(c, ) ct \ k_ D .c-- 0 ") Property Address or Approximate Location: Tax Lot Number: + ))bpi 4-�1'$ iii-v>° (U. 1'‘11.Ictii`IPt 11 PM d' 7? t4 -a600 bP1410 Legal Description(Attach Map and Legal Description if necessary): -RskVf r I k �infe rUlf bet -t t_-T RS Part B: (To Be Completed by Sewer Agency) ; 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR IVI b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ® (3) other (describe): II a./ r^c -1., ✓c. r e,p I4G Gw1 c.,-t+ of e y I J 'I) 43 .5 c_wc-v- ii'ie, ;1— rew (to .,J fvvt- 'hc'., rei, /f-f - h., j A cJ,'v,jroh 2. (Must be completed if 1.b above is checked) Eli a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 14 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) A King County /METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Requited 51 May be Requir d c., c. Other: C b 4 v e i 'i� be de. 1 e� -j.i-, i flee / a .11 w► c ,r, F h e.„.v r..V N h re-_,4'7 C►7S / I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from tl -ti @te of signature. By /t1Qti 7 .� 8 t /f�� Title D to • 1 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the:District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwi se. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewer Availability/Non Availability and this Attachment, and fully understaid the terms and conditions herein. RECEIVED Applicant's Si nature Date COMMUNITY DEVELOPMENT F-17- o °1 SEP 0 8 2009 PHOEBE LEE SHORT PLAT. 8/12/09 Lot name: LOT 1 North: 181974.5599 Line Course: S 01 -03 -04 W North: 181856.9697 Line Course: S 88 -56 -56 E North: 181855.9604 Line Course: S 88 -56 -56 E North: 181854.8672 Line Course: S 88 -56 -56 E North: 181854.4603 Line Course: N 34 -47 -58 W North: 181949.6075 Line Course: N 84 -49 -21 W North: 181954.5880 Line Course: N 34 -04 -53 W North: 181974.5569 Perimeter: 449.55 East: 1282279.4239 Length: 117.61 East: 1282277.2665 Length: 55.02 East: 1282332.2772 Length: 59.59 East: 1282391.8572 Length: 22.18 East: 1282414.0334 Length: 115.87 East: 1282347.9058 Length: 55.19 East: 1282292.9410 Length: 24.11 East: 1282279.4304 Area: 9,961 sq.ft. 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0072 Course: S 65 -25 -02 E Error North: - 0.00298 East: 0.00651 Precision 1: 62,821.80 PHOEBE LEE SHORT PLAT 8/12/09 • RECEIVED SEP 0 8 2009 COMMUNITY DEVELOPMENT Lot name: LOT 2 North: 181856.9737 Line Course: S 01 -03 -04 W North: 181738.3437 Line Course: S 88 -56 -56 E North: 181737.3344 Line Course: N 01 -03 -04 E North: 181855.9644 Line Course: N 88 -56 -56 W North: 181856.9737 Perimeter: 347.34 East: 1282277.2665 Length: 118.65 East: 1282275.0900 Length: 55.02 East: 1282330.1007 Length: 118.65 East: 1282332.2773 Length: 55.02 East: 1282277.2665 Area: 6,528 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90 -00 -00 E Error North: 0.00000 East: 0.00000 Precision 1: 347,340,000.00 PHOEBE LEE SHORT PLATO 8/12/09 • Lot name: LOT 3 North: 181855.9645 Line Course: S 01 -03 -04 W North: 181737.3345 Line Course: S 88 -56 -56 E North: 181736.5094 Line Course: N 01 -03 -04 E North: 181738.4190 Line Course: N 89 -50 -36 E North: 181738.4590 Line Course: N 01 -03 -04 E North: 181854.8794 Line Course: N 88 -56 -56 W North: 181855.9725 Perimeter: 356.18 East: 1282332.2727 Length: 118.65 East: 1282330.0961 Length: 44.98 East: 1282375.0685 Length: 1.91 East: 1282375.1036 Length: 14.61 East: 1282389.7135 Length: 116.44 East: 1282391.8495 Length: 59.59 East: 1282332.2696 Area: 7,040 sq.ft. 0.16 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0086 Course: N 21 -09 -16 W Error North: 0.00801 East: - 0.00310 Precision 1: 41,471.38 PHOEBE LEE SHORT PLATO 8/12/09 • RECEIVED SEP 0 8 2009 DEVELOPMENT Lot name: LOT 4 North: 181854.8714 Line Course: S 01 -03 -04 W North: 181738.4510 Line Course: N 89 -50 -36 E North: 181738.5478 Line Course: N 01 -03 -04 E North: 181739.7476 Line Course: S 88 -56 -56 E North: 181738.8304 Line Course: S 01 -03 -04 W North: 181668.9721 Line Course: S 89 -17 -39 E North: 181668.0716 Line Course: N 37 -02 -36 W North: 181724.6386 Line Course: N 34 -47 -58 W North: 181854.4550 Line Course: N 88 -56 -56 W North: 181854.8619 Perimeter: 597.16 East: 1282391.8525 Length: 116.44 East: 1282389.7165 Length: 35.40 East: 1282425.1163 Length: 1.20 East: 1282425.1384 Length: 50.00 East: 1282475.1299 Length: 69.87 East: 1282473.8482 Length: 73.10 East: 1282546.9427 Length: 70.87 East: 1282504.2493 Length: 158.09 East: 1282414.0264 Length: 22.18 East: 1282391.8501 Area: 10,538 sq.ft. 0.24 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0098 Course: S 13 -52 -34 W Error North: - 0.00952 East: - 0.00235 Precision 1: 60,892.64 PHOEBE LEE SHORT PLAT. • 8 /12 /09 RECEIVED SEP 0 8 2009 DEVELOPMENT Lot name: TOTAL North: 181974.5599 Line Course: S 01 -03 -04 W North: 181738.3396 Line Course: S 88 -56 -56 E North: 181736.5052 Line Course: N 01 -03 -04 E North: 181738.4149 Line Course: N 89 -50 -36 E North: 181738.5516 Line Course: N 01 -03 -04 E North: 181739.7514 Line Course: S 88 -56 -56 E North: 181738.8342 Line Course: S 01 -03 -04 W North: 181668.9760 Line Course: S 89 -17 -39 E North: 181668.0755 Line Course: N 37 -02 -36 W North: 181724.6425 Line Course: N 34 -47 -58 W North: 181949.6060 Line Course: N 84 -49 -21 W North: 181954.5865 Line Course: N 34 -04 -53 W North: 181974.5554 Perimeter: 1006.49 East: 1282279.4239 Length: 236.26 East: 1282275.0899 Length: 100.00 East: 1282375.0731 Length: 1.91 East: 1282375.1081 Length: 50.01 East: 1282425.1179 Length: 1.20 East: 1282425.1399 Length: 50.00 East: 1282475.1315 Length: 69.87 East: 1282473.8498 Length: 73.10 East: 1282546.9443 Length: 70.87 East: 1282504.2508 Length: 273.96 East: 1282347.9003 Length: 55.19 East: 1282292.9355 Length: 24.11 East: 1282279.4250 Area: 34,067 sq.ft. 0.78 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0046 Course: S 13 -14 -42 E Error North: - 0.00449 East: 0.00106 Precision 1: 218,310.73 1 • Geotechnical Engineering Water Resources RECEIVED 'SEP 0 8 2009 DEVELOPNM NT Associated Earth Sciences, Inc. Celdraisly ai8P2 ' 'eMPfo /JePv/ee Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report LEE SHORT PLAT Tukwila, Washington Prepared for Environmental Assessments and Ms. Phoebe Lee Remediation Sustainable Development Services Geologic Assessments Project No. KE090258A July 28, 2009 • • Associated Earth Sciences, Inc. ma Cdef r inj Over 25 ZJears of ,S'ewvice July 28, 2009 Project No. KE090258A Ms. Phoebe Lee 1520 SW 100t Street Seattle, Washington 98146 Subject: Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Lee Short Plat Tukwila, Washington Dear Ms. Lee: We are pleased to present the enclosed copies of the above - referenced report. This report summarizes the results of our subsurface exploration, geologic hazard, and geotechnical engineering studies, and offers recommendations for the preliminary design and development of the proposed project. Our recommendations are preliminary in that definite building locations and construction details have not been finalized at the time of this report. We have enjoyed working with you on this study and are confident that the recommendations presented in this report will aid in the successful completion of your project. If you should have any questions or if we can be of additional help to you, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Matth- A. filler, P Senio Associate Engineer MM /tb KE090258A2 Projects \20090258 \KE\W P Kirkland o Everett o Tacoma 425- 827 -7701 425- 259 -0522 253- 722 -2992 vvww.aesgeo.com SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND PRELIMINARY GEOTECHNICAL ENGINEERING REPORT LEE SHORT PLAT Tukwila, Washington Prepared for: Ms. Phoebe Lee 1520 SW 100th Street Seattle, Washington 98146 Prepared by: Associated Earth Sciences, Inc. 911 5`h Avenue, Suite 100 Kirkland, Washington 98033 425 -827 -7701 Fax: 425- 827 -5424 July 28, 2009 Project No. KE090258A Lee Short Plat Tukwila, Washington • 1 Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard, and geotechnical engineering study for the subject project. Our recommendations are preliminary in that building locations and construction details have not been finalized at the time of this report. The location of the subject site is shown on the "Vicinity Map," Figure 1. The locations of the proposed lots, as well as the approximate locations of the explorations accomplished for this study, are presented on the "Site and Exploration Plan," Figure 2. In the event that any changes in the nature or design of the proposed layout are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data and geotechnical design recommendations to be used in the preliminary design and development of the subject project. Our study included a review of available geologic literature, excavation of exploration pits, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface sediments and shallow ground water conditions. Geotechnical engineering studies were also conducted to assess the type of suitable foundation, allowable foundation soil bearing pressures, anticipated settlements, basement /retaining wall lateral pressures, floor support recommendations, and drainage considerations. This report summarizes our current fieldwork and offers preliminary development recommendations based on our present understanding of the project. 1.2 Authorization Authorization to proceed with this study was granted by Ms. Phoebe Lee. Our study was accomplished in general accordance with our scope of work letter dated July 1, 2009. This report has been prepared for the exclusive use of Ms. Phoebe Lee and her agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. July 28, 2009 JPLJth - KE09025842 - Projecrs1200902581KEWWP ASSOCIATED EARTH SCIENCES, INC. Page 1 Lee Short Plat Tukwila, Washington SubstuOce Exploration, Geologic Hazard, and Preliminary Gcotechnical Engineering Report Project and Site Conditions 2.0 PROJECT AND SITE DESCRIPTION The subject site, located at the south end of 41' Avenue South, has an address of 12621 42' Avenue South in Tukwila, Washington (Figure 1). The area of the subject site is approximately 0.75 acres and consists of a roughly triangular- shaped main area, with a secondary triangular- shaped area attached at the southeast corner. Three single - family residences are currently located within the main portion of the subject site. Much of the remaining portion of the property is currently vegetated with areas of tall grass, brush and a few small- to medium -sized coniferous and deciduous trees. The southeast "triangle" is vegetated with tall grass and brush. Parts of the property, including the area surrounding the existing residences, contain scattered debris. A gravel driveway leads southward from the end of 41' Avenue South to the existing residences. The topography within the site is generally gently to moderately sloping downward to the east, with an approximate 30 -foot grade change across the property. This grade change includes several cuts and fills, and a few low concrete retaining walls. Existing residential properties are located to the south and west of the subject site, while the right -of -way for the recently- constructed light rail system is located to the northeast. Approximately 20 feet beyond this boundary, a concrete retaining wall constructed for the light rail trends parallel along much of the property line. A steep roadbank leads downward from the area of the secondary "triangle" to Macadam Road South (42' Avenue South). This roadbank is sparsely vegetated, with a blanket of rock spalls along the toe of the slope. A shallow drainage ditch trends along Macadam Road South. The project, as we understand it, consists of the subdivision and redevelopment of the existing parcel into four residential lots. We understand that access to the development will be from 41' Avenue South. Two of the three existing houses are to be demolished as part of the redevelopment project, with the house located at the proposed "Lot 2" remaining. We understand that the existing house at the proposed "Lot 4 ", shown on the attached Figure 2 as remaining, is currently planned to be demolished. We understand that the current plan for the handling of stormwater is to tightline flows to a level spreader placed within the southeast "triangle" area. 3.0 SUBSURFACE EXPLORATION Our field study included excavating a series of exploration pits to gain subsurface information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. Our explorations were approximately located in the field relative to known site features shown on the topographic site plan. The locations of the exploration pits are shown on Figure 2. July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPL /rb - KE090258A2 - Projecrs1200902581KE1WP Page 2 Lee Short Plat Tukwila, Washington • • Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions The conclusions and recommendations presented in this report are based, in part, on the exploration pits completed for this study. The number, locations, and depths of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, interpolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and /or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. 3.1 Exploration Pits Exploration pits were excavated with a rubber - tracked excavator. The pits permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by an engineering geologist from our firm. All exploration pits were backfilled immediately after examination and logging. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and review of applicable geologic literature. As shown on the field logs, the exploration pits generally encountered granular glacial sediments. The following section presents more detailed subsurface information organized from the youngest to the oldest sediment types. 4.1 Stratigraphy Topsoil A surficial organic topsoil layer was encountered in exploration pits EP -1 and EP -3. The organic topsoil is not suitable for foundation support or for use in a structural fill. Fill Below the surficial topsoil in exploration pit EP -1, we encountered approximately 4 feet of fill material overlying a second, buried topsoil layer. The fill encountered during our exploration generally consisted of loose silty sand with gravel. Fill thicknesses can vary over short distances and may be deeper than observed in our explorations. Fill is also expected in unexplored areas of the site, such as the area surrounding and under the existing structure July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPl.pb - KE0902584 2 - Projects1200902581KEIWP Page 3 1 Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions foundations, in existing utility trenches, and behind the existing low walls. The presence of fill in unexplored areas of the site could also be due to past clearing, debris burial, grading, or landscaping activities. Due to their variable density, the existing fill soils are not suitable for foundation support. Vashon Recessional Outwash Below the buried topsoil layer in exploration pit EP -1, Vashon recessional outwash sediments were encountered to the depth explored of 9 feet. The outwash sediments were deposited by meltwater streams flowing from the receding Vashon glacier approximately 10,000 years ago. The outwash material consisted primarily of a medium dense, moist, reddish brown to brownish gray mottled silty fine to medium sand with some gravel. This unit is generally suitable for support of light to moderately loaded foundations and for pavement subbase when properly compacted, as discussed in this report. Vashon Lodgement Till Sediments encountered at exploration pit EP -2, and below the topsoil at the location of exploration pit EP -3, generally consisted of medium dense, silty sand with gravel. These sediments were observed to generally become dense below depths of approximately 2 feet. We interpret these sediments to be representative of Vashon lodgement till. The Vashon lodgement till was deposited directly from basal, debris -laden glacial ice during the Vashon Stade of the Fraser Glaciation approximately 12,500 to 15,000 years ago. The reduced density observed within 2 feet of the ground surface is interpreted to be due to weathering. We observed sandstone cobbles in EP -2 and a weathered sandstone boulder in EP -3. The high relative density of the unweathered till is due to its consolidation by the massive weight of the glacial ice from which it was deposited. At the locations of our exploration pits, the till extended beyond the maximum depths explored at EP -2 and EP -3 of approximately 6.5 and 5 feet, respectively. 4.2 Geologic Mapping Review of the regional geologic map titled Geologic map of the Des Moines 7.5- minute quadrangle, King County Washington, by D. B. Booth and H. H. Waldron (2004), indicates that the area of the subject site is underlain by Vashon lodgement till (Qvt), with Vashon recessional outwash (Qvr) mapped nearby to the south. Tertiary sandstone is also mapped nearby. Our interpretation of the sediments encountered at the subject site is in general agreement with the regional geologic map. July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. .r PL /tb - KE090258i12 - Projects1200902581KE1WP Page 4 • Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Project and Site Conditions 4.3 Hydrology Ground water seepage was not encountered in our explorations. We expect ground water seepage across much of the site to be limited to interflow. Interflow occurs when surface water percolates down through the surficial weathered or higher - permeability sediments and becomes perched atop underlying, lower - permeability sediments. It should be noted that the occurrence and level of ground water seepage at the site may vary in response to such factors as changes in season, precipitation, and site use. Exploration for this study was conducted during the month of July when ground water levels are below their seasonal high. July 28, 2009 /PL✓tb - KE0902.58A2 - Projecis1200902581KEIWP ASSOCIATED EARTH SCIENCES, INC. Page 5 Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations II. GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards is based on the geologic, slope, and shallow ground water conditions, as observed and discussed herein. 5.0 SEISMIC HAZARDS AND MITIGATION Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small, and are usually not felt by people. However, large earthquakes do occur, as evidenced by the 1949, 7.2- magnitude event; the 2001, 6.8- magnitude event; and the 1965, 6.5- magnitude event. The 1949 earthquake appears to have been the largest in this region during recorded history and was centered in the Olympia area. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 is likely within a given 20- to 40 -year period. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture, 2) seismically induced landslides, 3) liquefaction, and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. 5.1 Surficial Ground Rupture The project site is located approximately two miles to the south of the Seattle Fault Zone. Recent studies by the USGS (Johnson et al., 1994, Origin and Evolution of the Seattle Fault and Seattle Basin, Washington, Geology, v. 22, p.71 -74; and Johnson et al., 1999, Active Tectonics of the Seattle Fault and Central Puget Sound Washington - Implications for Earthquake Hazards, Geological Society of America Bulletin, July 1999, v. 111, n. 7, pp. 1042 -1053) suggest that a northern trace of the east -west trending Seattle Fault (a thrust fault zone) may show evidence of surficial ground rupture. The recognition of the Seattle Fault is relatively new, and data pertaining to it are limited, with the studies still ongoing. According to the USGS studies, the latest movement of this fault was about 1,100 years ago when about 20 feet of surficial displacement took place. This displacement can presently be seen in the form of raised, wave -cut beach terraces along Alki Point in West Seattle and Restoration Point at the south end of Bainbridge Island. The recurrence intervals for movement along this fault system are still unknown, although they are hypothesized to be in excess of several thousand years. Due to the suspected long recurrence intervals, the potential for surficial ground rupture is considered to be low during the expected life of the structure, and no mitigation efforts beyond complying with the current 2006 International Building Code (IBC) are recommended. July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPUtb - KE090258A2 - Prajects1200902581KEIWP Page 6 Lee Short Plat Tukwila, Washington • Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations 5.2 Seismically Induced Landslides The on -site, unweathered glacial sediment is a high -shear strength, relatively low- permeability material, and is not overly sensitive to landsliding given the topographic conditions at the site. In addition, no evidence of historical landslide activity was observed, such as landslide scarps, hummocky topography, tension cracks, or unusually distorted or leaning tree trunks. Given the subsurface and topographic conditions within and adjacent to the proposed development area and the apparent lack of historical landslide activity, it is our opinion that the risk of damage to the proposed project by landsliding under either static or seismic conditions is low. This opinion is dependent upon site grading and construction practices being completed in accordance with the geotechnical recommendations presented in this report. 5.3 Liquefaction The encountered stratigraphy has a low potential for liquefaction due to its dense state and lack of adverse ground water conditions. No mitigation of liquefaction hazards is warranted. 5.4 Ground Motion It is our opinion that any earthquake damage to the proposed structures, when founded on suitable bearing strata in accordance with the recommendations contained herein, will be caused by the intensity and acceleration associated with the event and not any of the above - discussed impacts. Structural design of the proposed buildings should follow the 2006 IBC. Information presented by the USGS Earthquake Hazards Program indicates a spectral acceleration for the project area for short periods (0.2 seconds) of Ss = 1.48 and for a 1- second period of Si = 0.51. Based on the results of subsurface exploration and on an estimation of soil properties at depth utilizing available geologic data, Site Class "C ", in conformance with Table 1613.5.2 of the IBC, may be used. 6.0 STEEP SLOPE HAZARD Most of the site's existing slopes range in inclination between approximately 15 and 30 percent. The City of Tukwila's Municipal Code (TMC) (Section 18.45.120) designates slopes with these inclinations that are underlain by relatively impermeable soils as Class 3 areas. Class 3 areas have a high landslide potential according to the TMC. Also, a steeply sloping roadbank exists to the southeast of the secondary "triangle". The near - surface soil underlying the site consists of medium dense recessional outwash or dense to very dense lodgment till. It is our opinion that the risk of both shallow debris flow - type failures and deep- seated landslides at the subject site is low for static conditions. The portions of the site that contain steep (> 15% per TMC) slopes are generally less than 10 feet July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPLAtb - KE09025842 - Projects1200902581KEIWP Page 7 Lee Short Plat Tukwila, Washington • 1 Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations in height and include areas of previous cutting and filling, or with existing low concrete walls. For steep slopes less than 20 feet in height, it is our opinion that no adverse impact on the steeply sloping areas or the proposed development will result through the elimination of a steep slope buffer for the on -site slopes. As for the off -site, steeply sloping roadbank, it is our opinion that surface drainage should be properly controlled and directed away from or beyond sloping areas. Also, at no time should loose fill be pushed over the top of this slope or soil excavated from the toe area without support by an engineered retaining structure. Uncontrolled fill on this slope or toe excavation may promote landslides or debris flow activity. Associated Earth S ciences, Inc. (AESI) should review grading plans if grading is desired at the top of, on, or near the toe of the roadbank slope. 7.0 EROSION HAZARDS AND MITIGATION To our knowledge, the area of disturbance will be less than 1 acre. If more than 1 acre of soil is to be disturbed, new Department of Ecology requirements will be applicable to this site. We can provide erosion control and /or water quality testing by a certified Erosion Control Lead, should that be necessary. To mitigate the erosion hazards and potential for off -site sediment transport, we would recommend the following: 1. The winter performance of a site is dependent on a well- conceived plan for control of site erosion and storm water runoff. It is easier to keep the soil on the ground than to remove it from storm water. The owner and the design team should include adequate ground cover measures, access roads, and staging areas in the project bid to give the selected contractor a workable site. The selected contractor needs to be prepared to implement and maintain the required measures to reduce the amount of exposed ground. 2. All TESC measures for a given area to be graded or otherwise worked should be installed prior to any activity within an area other than installing the TESC features. The recommended sequence of construction within a given area would be to install sediment traps and /or ponds and establish perimeter flow control prior to starting mass grading. 3. During the wetter months of the year, or when large storm events are predicted during the summer months, each work area should be stabilized so that if showers occur; the work area can receive the rainfall without excessive erosion or sediment transport. The required measures for an area to be "buttoned -up" will depend on the time of year and the duration the area will be left unworked. During the winter months, areas that are to be left unworked for more than 2 days should be mulched or covered with plastic. July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPLItb - KE090258A2 - Projects1200902581KEIWP Page 8 Lee Short Plat Tukwila, Washington • Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Geologic Hazards and Mitigations During the summer months, stabilization will usually consist of seal - rolling the subgrade. Such measures will aid in the contractor's ability to get back into a work area after a storm event. The stabilization process also includes establishing temporary storm water conveyance channels through work areas to route runoff to the approved treatment facilities. 4. All disturbed areas should be revegetated as soon as possible. If it is outside of the growing season, the disturbed areas should be covered with mulch, as recommended in the erosion control plan. Straw mulch provides the most cost - effective cover measure and can be made wind - resistant with the application of a tackifier after it is placed. 5. Surface runoff and discharge should be controlled during and following development. Uncontrolled discharge may promote erosion and sediment transport. Under no circumstances should concentrated discharges be allowed to flow over the top of moderately steep or steep slopes. 6. Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of straw bales /silt fences around pile perimeters. During the period between October 1S1 and March 3l51, these measures are required. It is our opinion that with the proper implementation of the TESC plans and by field- adjusting appropriate mitigation elements (BMPs) during construction, as recommended by AESI, the potential adverse impacts from erosion hazards on the project may be mitigated. July 28, 2009 !PL /tb - KE0902584 2 - Projects1200902581KE1WP ASSOCIATED EARTH SCIENCES, INC. Page 9 Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations III. PRELIMINARY DESIGN RECOMMENDATIONS 8.0 INTRODUCTION Our exploration indicates that, from a geotechnical standpoint, the parcel is suitable for the proposed development provided the recommendations contained herein are properly followed. The foundation bearing stratum is relatively shallow, and conventional spread footing foundations may be utilized. Based on the exploration performed for this study, it is our opinion that the site's lodgement till soils are not suitable for on -site storm water infiltration due to their low - permeability characteristics. 9.0 SITE PREPARATION Site preparation of the planned building and pavement areas should include removal of all trees, brush, debris, and any other deleterious materials. These unsuitable materials should be properly disposed of. Additionally, any areas of organic topsoil should be removed and the remaining roots grubbed. Areas where loose surficial soils exist due to grubbing operations should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Any existing septic systems, whether in service or not, should be decommissioned in accordance with King County Public Health requirements and removed from beneath any areas where structures or paving are planned. If any water wells will be removed, they should be decommissioned by a licensed well driller in accordance with Washington Administrative Code (WAC) Section 173 -160. Any buried utilities should be removed or relocated if they are under building areas. The resulting depressions should be backfilled with structural fill, as discussed under the "Structural Fill" section of this report. Existing fill should be removed from below planned new parking areas, buildings, and other structures. The approximate observed thickness of the existing fill at the exploration locations is shown on the attached exploration logs. The existing fill is expected to be suitable for reuse in structural fill applications during dry site and weather conditions when the soils can be aerated and dried to a suitable moisture content that will allow compaction to a firm and unyielding condition at the specified level for the application where it is used. It should be noted that the depth, content, or condition of the materials in the fill zone underlying the site may vary widely, and the fill may include significant organic material. In order to reuse excavated existing fill material, it will be necessary to remove and segregate any deleterious materials that are encountered prior to reuse in structural fill applications. After stripping of the organic topsoil layer and removal of roots, we recommend that the soil exposed in the proposed roadway areas be recompacted to a firm and unyielding condition. The recompacted area should then be proof - rolled with a fully loaded, tandem -axle dump July 28, 2009 JPLAb - KE090258A2 - Projecrs120090258IKEIWP ASSOCIATED EARTH SCIENCES, INC. Page 10 Lee Short Plat Tukwila, Washington Subsu;j ce Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations truck. Any soft or yielding areas identified during proof - rolling should be overexcavated and backfilled with structural fill. In our opinion, stable, temporary construction slopes should be the responsibility of the contractor and should be determined during construction. For planning purposes, we anticipate that temporary, unsupported cut slopes in the fill or loose to medium dense, weathered sediments can be made at a maximum slope of 1.5H:1V (Horizontal:Vertical). For temporary cut slopes within the dense to very dense, unweathered natural sediments, up to a 1H:1V inclination may be planned. Flatter, temporary cut slopes are recommended in areas of ground water seepage. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. In addition, WISHA /OSHA regulations should be followed at all times. Permanent, unsupported cut or structural fill slopes should not exceed a gradient of 2H: IV. The native sediments contain a high percentage of fine - grained material that makes them moisture- sensitive and subject to disturbance when wet. The contractor must use care during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. Consideration should be given to protecting access and staging areas with an appropriate section of crushed rock or asphalt treated base (ATB). If crushed rock is considered for the access and staging areas, it should be underlain by engineering stabilization fabric to reduce the potential of fine- grained materials pumping up through the rock during wet weather and turning the area to mud. The fabric will also aid in supporting construction equipment, thus reducing the amount of crushed rock required. We recommend that at least 10 inches of rock be placed over the fabric. 10.0 STRUCTURAL FILL Placement of structural fill may be required to establish desired grades in some areas. All references to structural fill in this report refer to subgrade preparation, fill type, placement, and compaction of materials, as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. After stripping, planned excavation, and any required overexcavation have been performed to the satisfaction of the geotechnical engineer /engineering geologist, the surface of the exposed ground should be recompacted to a firm and unyielding condition. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPUtb - KE090258A2 - Projects1200902581KE1WP Page 11 Lee Short Plat Tukwila, Washington • Sunsu:*zce Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free - draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free - draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non - organic soil, acceptable to the geotechnical engineer, placed in maximum 8 -inch loose lifts, with each lift being compacted to at least 95 percent of the modified Proctor maximum density using American Society for Testing and Materials (ASTM):D 1557 as the standard. The on -site natural sediments are suitable for use as structural fill, but contain significant amounts of silt and are considered highly moisture- sensitive. If the moisture contents of these sediments are elevated at the time of construction, moisture conditioning may be required prior to their use as structural fill. Such moisture conditioning could consist of spreading out and aerating the soil during warm, dry weather. In the case of roadway and utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. Where adjacent to slopes, the top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the locations of perimeter footings or pavement edges before sloping down at a maximum angle of 2H:1V. Structural fill placed in foundation excavations must extend horizontally outward from the edges of the footings a distance greater than or equal to the thickness of the fill below the footings. The contractor should note that any proposed fill soils must be evaluated by AESI prior to their use in fills. This would require that we have a sample of the material at least 3 business days in advance to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine - grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture- sensitive. Use of moisture- sensitive soils in structural fills should be limited to favorable dry weather conditions. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather, or if proper compaction cannot be obtained, a select on -site and /or import material consisting of a clean, free - draining gravel and /or sand should be used. Free - draining fill consists of non - organic soil with the amount of fine - grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction and at least 25 percent greater than the No. 4 sieve. A representative from our firm should observe the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in- place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses, and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part -time basis will not assure uniformity or July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPL /tb - KE090258 I2 - Projects1200902581KEIWP Page 12 Lee Short Plat Tukwila, Washington • 1 Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing frequency. 11.0 FOUNDATIONS Spread footings may be utilized for building support when founded either directly on the medium dense to very dense natural sediments, or on structural fill placed over these natural sediments. Prior to placement of foundations or structural fill, the natural sediments should be compacted to a firm and unyielding condition. Sediments suitable for foundation support were encountered in our explorations at depths of approximately 2 feet (6 feet in EP -1). If structural fill is placed below footing areas, we recommend that the fill extend horizontally outward from the footing edges a distance equal to or greater than the thickness of the fill below the footings. For footings bearing directly on the medium dense to very dense natural sediments, or on structural fill placed over these materials, as described above, we recommend that an allowable foundation soil bearing pressure of 2,500 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one -third may be used for short - term wind or seismic loading. Perimeter footings for the proposed building should be buried a minimum of 18 inches into the surrounding soil for frost protection. No minimum burial depth is required for interior footings; however, all footings must penetrate to the prescribed stratum, and no footings should be founded in or above loose, organic, or existing fill soils. It should be noted that the area bounded by lines extending downward at 111:1V from any footing must not intersect another footing or intersect a filled area that has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. Anticipated settlement of footings founded as described above should be less than 1 inch. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by AESI prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such inspections may be required by the governing municipality. Perimeter footing drains should be provided, as discussed under the "Drainage Considerations" section of this report. 12.0 LATERAL WALL PRESSURES All backfill behind retaining walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPLJtb - KE090258A2 - Projects120090258IKEIWP Page 13 Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations backfilled retaining walls that are free to yield laterally at least 0.1 percent of their height may be designed using an equivalent fluid equal to 35 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an equivalent fluid of 50 pcf. If roadways, parking areas, or other areas subject to vehicular traffic are adjacent to retaining walls, a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. Retaining walls that retain sloping backfill at a maximum angle of 2H:1V should be designed using an equivalent fluid pressure of 55 pcf for yielding conditions or 75 pcf for fully restrained conditions. In accordance with the 2006 IBC, retaining wall design should include seismic design parameters. Based on the site soils and assumed wall backfill materials, we recommend a seismic surcharge pressure in addition to the equivalent fluid pressures presented above. A rectangular pressure distribution of 411 and 8H psf (where 11 is the height of the wall in feet) should be included in design for "active" and "at- rest" loading conditions, respectively. The resultant of the rectangular seismic surcharge should be applied at the midpoint of the walls. The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of the on -site natural glacial sediments or imported sand and gravel compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended, as this will increase the pressure acting on the wall. Footing drains must be provided for all retaining walls, as discussed under the "Drainage Considerations" section of this report. It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the walls. This would involve installation of a minimum 1- foot -wide blanket drain to within 1 foot of the ground surface using imported, washed gravel against the walls placed to be continuous with the footing drain. 12.1 Passive Resistance and Friction Factors Lateral loads can be resisted by friction between the foundation and the competent natural sediments or supporting structural fill soils, and /or by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfilled with compacted structural fill to achieve the passive resistance provided below. We recommend the following allowable design parameters: • Passive equivalent fluid = 300 pcf • Coefficient of friction = 0.35 July 28, 2009 JPL /,b - KE090258A2 - Projectr1200902581KE %WP ASSOCIATED EARTH SCIENCES, INC. Page 14 Lee Short Plat Tukwila, Washington Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations 13.0 FLOOR SUPPORT Slab -on -grade floors may be constructed either directly on the medium dense to very dense natural sediments, or on structural fill placed over these materials. Areas of the slab subgrade that are disturbed (loosened) during construction should be recompacted to an unyielding condition prior to placing the pea gravel, as described below. If moisture intrusion through slab -on -grade floors is to be limited, the floors should be constructed atop a capillary break consisting of a minimum thickness of 4 inches of washed pea gravel. The pea gravel should be overlain by a 10 -mil (minimum thickness) plastic vapor retarder. 14.0 DRAINAGE CONSIDERATIONS All retaining and perimeter footing walls should be provided with a drain at the base of the footing elevation. Drains should consist of rigid, perforated, polyvinyl chloride (PVC) pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set at or slightly below the bottom of the footing, and the drains should be constructed with sufficient gradient to allow gravity discharge away from the building. In addition, all retaining walls should be lined with a minimum, 12 -inch- thick, washed gravel blanket that extends to within 1 foot of the surface and is continuous with the footing drain. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structures to achieve surface drainage. Storm water runoff from impermeable surfaces should be collected, routed, and discharged through a properly designed storm water system. Uncontrolled discharge from the impermeable surfaces should not be allowed to flow towards or onto the steeply - sloping roadbank to the southeast of the subject site. Based on the topography of the site, it is anticipated that storm water will be tightlined and discharged to the existing shallow drainage ditch at the base of the steep roadbank along Macadam Road South (42 °d Avenue South). 15.0 PROJECT DESIGN AND CONSTRUCTION MONITORING Our recommendations are preliminary in that definite building locations and construction details have not been finalized at the time of this report. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. If significant changes in grading are made, we recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPUtb - KE09025842 - Projeas120090258IKEIWP Page 15 Lee Short Plat Tukwila, Washington • Subsurface Exploration, Geologic Hazard, and Preliminary Geotechnical Engineering Report Preliminary Design Recommendations our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundations depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know, and we will prepare a proposal. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirldand, Washington Jeffrey P. L. • °.G., P.E.G. Project : meering Geologist Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Appendix: Exploration Logs Matthew A. Miller, P.E. Senior Associate Engineer Cl July 28, 2009 ASSOCIATED EARTH SCIENCES, INC. JPL. /tb - KE090258A2 - Projens1200902581KE %WP Page 16 090258 Lee Short Plat 1 090258 Vicinit ✓ � -`21Fi 4 3 i!!mr ST.:. NI s 174TH sr� iiiCf. Ii k I dI S ;126TH STS :4 i i i Q; ¢I N 1 "S 1:28TH :ST: 125TH 2100 •HILL TOP << ST H 128TH \ S ST S - l :3 TH 1^"' s_ 13rTH I < PL. - — I Pl Pt 5 151ST i -•- Iry s 131St • ST N -, i E 139TH ST I 136TH I ST I33R0 S 124TH ST cE, JJr1h' S 126Th ST .? n,- aSITE�� a;; S 18TH 1 ,may if HIGHLINE SPECIALTY ' CENTER - r ' \ [ j ST 135TH '(/) 734111 s- I A I I N• >i ¢• al ST � S 138TH ;• ' �! � GIs c`v S 137TH MST - - - -- &. ' (13Yili RIVERTON: I r sr :CREST. CfaN • ST — <T - -' 1- r?RI('ERTON' A ,•' N�! •� PARK S 4 -••., -- ST S _ •g r SOlITHGAIE: PARK. ;° 1' <tlit ASi in NO SCALE 5 —I : 139TH 7^t T 3i. ..F Associated Earth Sciences, Inc. VICINITY MAP LEE SHORT PLAT TUKWILA, WASHINGTON FIGURE 1 DATE 7/09 PROJ. NO. KE090258A 090258 Lee Short Plat 1090258 Site and Explr.cdr • FOUND REBAR W /2" ALUMINUM CAP "HARTMAN LS #915B" 0.6'N X 0.3' W rl APPROXIMATE LOCATION OF EXPLORATION PIT TYP . sip ` .',. .41: , tip ',I 4 .' ,� 8,838 of .11 ".1 HOUSE TO I REMAIN \,'- j 2 6,500 sf HOUSE TO REMAIN II w L i -J i /, AN I.._ EAST 100' WEST 200' OF SOU H 86.01' 0 20 40 FEET REFERENCE: CONCEPT ENGINEERING, INC. Associated Earth Sciences, Inc SITE AND EXPLORATION PLAN LEE SHORT PLAT TUKWILA, WASHINGTON FIGURE 2 DATE 7/09 PROJ. NO. KE090258A • APPENDIX • blochsliop hey.dwp LAYOUT: layoul2 Coarse - Gralned Solis - More than 50 %11/Retained on No. 200 Sieve %( "of Coarse Fraction No. 4 Sieve g5% Fines (5) 'o opoo ° o 0 GW Well- graded gravel and gravel with sand, little to no fines Terms Describing Relative Density and Consistency Density SPTmblows/foDt Very Loose 0 to 4 Coarse Loose 4 to 10 Grained Soils Medium Dense 10 to 30 Dense 30 to 50 _ Test Symbols Very Dense >50 G = Grain Size . M = Moisture Content Consistency SPT121blowsffoot A = Atterberg Limits L000o000y 00000004 o000000 1100000040 0000000 GP Poorly- graded gravel and gravel with sand, little lo no fines p • oil. pE GM I ' Silty gravel and silty gravel with sand Very Soft 0 to 2 C =Chemical Fine- Grained Solt 2 to 4 DD = Dry Density Grained Soils Medium Stitt 4 to 8 K = Permeability Stiff 810 15 Very Stiff 15 to 30 Hard >30 • i 4 K. Gc ..44.-4. Clayey gravel and clayey gravel with sand Component Definitions Descriptive Terrn Size Range and Sieve Number SW Weil- graded sand and sand with gravel, tittle to no fines Boulders Larger than 12' Cobbles 30 to 12' . Gravel 3° to No. 4 (4.75 mm) • Coarse Gravel 3° to 3/4° Fine Gravel 314' to No. 4 (4.75 mm) Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) Silt and Clay Smaller than No. 200 (0.075 mm) • SP Poorly-graded sand and sand with gravel, little to no fines i0 %tllor Mc Passes N Fines (5) j SM Silty sand and Silty sand with gravel 0 .) SC Clayey sand and clayey sand with gravel (3) Estimated Percentage Moisture Content percentage by Dry •Absence of moisture, Component Weight dusty, dry to the touch Trace <5 Slightly Moist - Perceptible Few 5 to 10 moisture Little 151o25 Moist - Damp but no visible With - Non - primary coarse water constituents: > 15% Very Moist - Water visible but - Fines content between not free draining 5 %and 15% Wet - Visible free water, usually from below water table Fine - Gralned Soils - 50% 111or More Passes No. 200 Steve Silts and Clays Liquid Limit Less than 50 ML Silt, sand silt, ravel silt, y g lY silt with sand or gravel CL Clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay — OL = Organic clay or silt of low plasticity Symbols Blows /6' or Sampler portion of 6 Type 2 0' OD / Sampler Type '�( J • . - — ' _ • — .e Cement grout > surface seal Bentonite I seal ••;Filter pack with :;: blank casing section = : Screened casing '. wph nt adc p cap Slits and Clays Liquid Limit 50 or More 1. MH Elastic silt, clayey silt, silt with micaceous or diatomaceous fine sand or silt Split- Spoon Sampler (SPT) Bulk sample Grab Sample % o Description 0, m 11 3.0° OD Split -Spoon Sampler il 3.25' OD Split-Spoon Ring Sampler p+ 3.0' OD Thin -Wall Tube Sampler 0 (including Shelby tube) U CH Clay of high plasticity, sandy or gravelly clay, fat y g y y clay with sand or gravel '',01//* ',(51.(.i �,��� f� /,i OH off Organic clay or silt of medium to high plasticity 0 Portion not recovered t+t 14t Percentage by dry weight Depth of ground water fA (SPT) Standard Penetration Test 1 ATD = At time of dulling 130 (ASTM D'1586) g Static water level (date) In General Accordance with Standard Practice for Description (5) Combined USCS symbols used for and Identification of Soils (ASTM 0 -2488) fines between 5% and 15% —' c y . o, o = O` "" ^" PT Peat, muck and other highly organic soils Classifications of sops In this report are based on visual field and /or aboratory observations, which Include density/consistency, moisture condition, grain size, and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein. Visual- manual and /or laboratory classification methods of ASTM D -2487 and D-2488 were used as an identification guide for the Unified Sol Classification System. Associated Earth Sciences, Inc EXPLORATION LOG KEY KCTP3 090258A.GPJ July 17, 2009 LOG OF EXPLORATION PIT NO. EP -1 Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION 1 — 2 — 3 — 4 — 5 — 6 — 7 — 8 Topsoil \Loose, moist, dark brown, silty SAND, with rots, gravel, and organics. Fill Loose, moist, slightly rust - stained brownish gray, silty SAND, with gravel. Buried Topsoil Weathered Vashon Recessional Outwash Medium dense, moist, reddish brown, silty SAND, with gravel (weathered). 9 Vashon Recessional Outwash Medium dense, moist, brownish gray, silty fine to medium SAND, with gravel. 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — Bottom of exploration pit at depth 9 feet No seepage or caving. Logged by: JPL Approved by. Lee Short Plat Tukwila, WA Associated Earth Sciences, Inc Project No. KE090258A 7/14/09 KCTP3 090258A.GPJ July 17. 200 LOG OF EXPLORATION PIT NO. EP -2 Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Vashon Lodgement Till 1 — Medium dense to dense, moist, brownish gray, silty fine to medium SAND, with gravel, sandstone and rotten granite cobbles. 2 Increased moisture with depth. 3 — 4 — 5 — 6 — 7 Bottom of exploration pit at depth 6.5 feet No seepage or caving. 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — Logged by: JPL Approved by: Lee Short Plat Tukwila, WA Associated Earth Sciences Inc. Project No. KE090258A 7/14/09 KCTP3 090255A.GPJ July 17. 2009 LOG OF EXPLORATION PIT NO. EP -3 es t ° w o This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Topsoil moist, dark brown, silty SAND, with gravel and grass roots. % 1 Weathered Vashon Lodgement Till 2 — Medium dense to dense, moist, rust - stained brownish gray, silty fine to medium SAND, with gravel. 3 Weathered sandstone boulder at 3'. 4 Vashon Lodgement Till 5 Same (with sandy interbeds). Bottom of exploration pit at depth 5 feet 6 — No seepage or caving. 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 —, 19 — Logged by: JPL Approved by: Lee Short Plat Tukwila, WA Associated Earth Sciences, Inc Project No. KE090258A 7/14/09 KCTP3 090258A.GPJ July 17. 2009 LOG OF EXPLORATION PIT NO. EP -3 Depth (ft) This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Topsoil 1Loose, moist, dark brown, silty SAND, with gravel and grass roots. % 1 Weathered Vashon Lodgement Till 2 — Medium dense to dense, moist, rust - stained brownish gray, silty fine to medium SAND, with gravel. 3 Weathered sandstone boulder at 3'. 4 Vashon Lodgement Till 5 Same (with sandy interbeds). Bottom of exploration pit at depth 5 feet 6 — No seepage or caving. 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — Logged by: JPL Approved by: Lee Short Plat Tukwila, WA Associated Earth Sciences, Inc Project No. KE090258A 7/14/09 Form ` <o. 14 Subdivision G,iarantee csAIED • S ce S 10071 tdAci Guarantee No.: 1454400 Issued by The Talon Group a Division of First American Title Insurance Co. 11400 SE 8th St, Ste 250, Bellevue, WA 98004 Title Officer: Tim Daniels Phone: (425)455 -3400 FAX: (425)455 -9772 First American Title Form No. 14 Guarantee No.: 1454900 Subdivision Guarantee (4- 10 -75) Page No.: 1 The Talon Group The Talon Group a Division of First American Title Insurance Co. 11400 SE 8th St, Ste 250 Bellevue, WA 98004 TITLE AND SETTLEMENT SERVICES Phn - (425)455 -3400 (800)497 -0123 Fax - (425)455 -9772 SUBDIVISION GUARANTEE LIABILITY $ 1,000.00 ORDER NO.: FEE $ 350.00 TAX $ 33.25 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Wing -Ho Kong 1454900 herein called the Assured, against Toss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual Toss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: August 28, 2009 at 7:30 A.M. First American Title • • Form No. 14 Guarantee No.: 1454900 Subdivision Guarantee (4- 10 -75) Page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Wing -Ho Kong and Phoebe T. Lee, husband and wife B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: THE NORTH 424.4 FEET OF TRACT 46, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT THEREOF FILED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF. AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID TRACT 46, 165.83 FEET NORTH OF COUNTY ROAD; THENCE EAST AT RIGHT ANGLES TO THE WEST LINE 100 FEET; THENCE SOUTH PARALLEL WITH WEST LINE 182.9 FEET TO SAID COUNTY ROAD; THENCE WESTERLY ALONG COUNTY ROAD TO THE WEST LINE OF SAID TRACT 46; THENCE NORTH ALONG SAID WEST LINE 165.83 FEET TO THE POINT OF BEGINNING. AND EXCEPT STATE HIGHWAY. APN: 734060 - 0681 -07 and 734060 - 0681 -80 First American Title • • Form No. 14 Guarantee No.: 1454900 Subdivision Guarantee (4- 10 -75) Page No.: 3 RECORD MATTERS: 1. General Taxes for the year 2009. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 734060 - 0681 -07 1st Half Amount Billed: $ 1,175.99 Amount Paid: $ 1,175.99 Amount Due: $ 0.00 Assessed Land Value: $ 175,000.00 Assessed Improvement Value: $ 46,000.00 2nd Half Amount Billed: $ 1,175.98 Amount Paid: $ 0.00 Amount Due: $ 1,175.98 Assessed Land Value: $ 175,000.00 Assessed Improvement Value: $ 46,000.00 Affects: A portion of property herein described Note: Said Taxes, as billed for 2009 reflect an exemption allowed under RCW 84.36 for senior citizens. If the delinquent taxes are not paid prior to the forthcoming sale, they may be recalculated without the exemption, plus interest and penalty. 2. Delinquent General Taxes for the year 2009. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 734060- 0681 -80 1st Half Amount Billed: $ 254.09 Amount Paid: $ 0.00 Amount Due: $ 254.09, plus interest and penalty Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: Affects: 2nd Half $ 254.09 $ 0.00 $ 254.09, plus interest and penalty $ 0.00 $ 48,000.00 The remainder 3. Delinquent General Taxes for the year 2008 . Tax Account No.: 734060 - 0681 -80 1st Half Amount Billed: $ 258.41 Amount Paid: $ 0.00 Amount Due: $ 258.41, plus interest and penalty 2nd Half Amount Billed: $ 258.41 Amount Paid: $ 0.00 Amount Due: $ 258.41, plus interest and penalty First American Title Form No. 14 Guarantee No.: 1454900 Subdivision Guarantee (4-10-75) Page No.: 4 Affects: 4. Delinquent General Taxes for Tax Account No.: Amount Billed: Amount Paid: Amount Due: Amount Billed: Amount Paid: Amount Due: Affects: The remainder the year 2007 . 734060 - 0681 -80 1st Half $ 383.84 $ 0.00 $ 383.84, plus interest and penalty 2nd Half $ 383.84 $ 0.00 $ 383.84, plus interest and penalty The remainder 5. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Wing -Ho Kong and Phoebe T. Lee, husband and wife Grantee /Beneficiary: Daniel Joseph Hemenway Estate, King County Cause #08 -4- 03875-8, Harold J. Hemenway, Executor The Talon Group $190,000.00 February 10, 2009 20090210001383 Trustee: Amount: Recorded: Recording Information: 6. We note gaps and overlaps created by numerous deeds of record for property herein described and adjacent property. 7. Easement resulting from King provisions contained therein: Cause No.: In Favor of: For: County Superior Court condemnation, including terms and 647372 State of Washington Light, view, air and limited access 8. Easement, including terms and provisions contained therein: Recording Information: 5731222 For: Road and utilities 9. Easement, including terms and provisions contained therein: Recording Information: 6169477 For: Access 10. Easement, including terms and provisions contained therein: Recording Information: 6560869 In Favor of: City of Seattle For: Electric underground transmission and distribution facilities INFORMATIONAL NOTES First American Title Form No; 14 Guarantee No.: 1454900 Subdivision Guarantee (4- 10 -75) Page No.: 5 A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Form No. 14 Guarantee No.: 14S4900 Subdivision Guarantee (4- 10 -75) Page No.: 6 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non - judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured ": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land ": the and described or referred to in Schedule (A) (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage ": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date ": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished' to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in wnting, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Form No. 14 Guarantee No.: 1454900 Subdivision Guarantee (4- 10 -75) Page No.: 7 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attomeys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attomeys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Forth No. 1282 (Rev. 12/15/95) First American Title 426ru ST M t+ 720 PcI B 118 79,060 0961 18 8909# 0661 294.19 N83-17 -3/W )1 20 1 Ns 736060 0564 '-0 0 ds 0 c \ 4S, CO ..). 'n \ 4 )4 <)-71._ \ a Sys dm` S • \O' \ 0552 36255# 1� et... . 0 \ m \ 0662 —r 1A0 • \ 38007. 1p•> ` 724050 0663 22339 #s 0663 731060 0681 32500 #s 0681 0665 22875 #s \ ,.••1 4 ry h, �� \ . \ ?`` / 3�' \ \S• 30 • 30 \ \1,9 / \ • 19+ vfr 6A ` \'Pa, c° $ \96 S e1I 'cs, ^ I \ , N 20 ON IP 0776 12700# 1 • 5750# 70106D 0766 0766 9000# 734060 0701 0764 •111: 0772 731060 0772 11200# 0664 64904 #s 0763 734060 0763 5# 0762 TAW 734060 0650 45 0660 11861 #s LOT 1 734060 0766 m 40 Qv • h CI., 00 rn 8206 0768 no wass 17437 #s 0686 _1286 0 r r• vC, r4 LOT 2 734050 0777 7780# 0777 734060 07 0744 Diu 0743 0682 46 9900 #s 0685 10250 #s 731060 0740 KC 0740 N ,; LOT 1 No 380136 'r 734060 0667 O N SP rmam 0755 LOT 2 20.09 SCC 647372 0687 O N S 128TH ST 141.73 LOT 2 KC SP No 380136 R•2 "71 32.1 O 00 30 30 t s\s, Deo N88 ^00'00 "E S 126TH ST Pd B 90°°11 118 PcI A es-c1 89098 7N w us 0661 11 20 IL 20 0776 12700# 0707 5750# MON 0700 7]01000 0766 9000# 0764 •111, MOW o s to 36255# � ^ V'0 m \ 0662 '- 4 • 10.7 -� 1 ra_(S) 852-17 -348 380.01 0772 0772 11200 0664 64904#s 0763 mew 223391s 0663 0665 22875 #s DWI 32500 #s 0681 SGG 0762 734000 45 0660 118618s LOT 1 7.34000 mee < r m yv` 7y, 20 6 m 8 0768 77801 0777 17437 #s 7]1000 07 0744 A 0686 07. 0743 0682 46 9900 #s 0685 102508a 7]1000 0740 KC 0740 r LOT 1 No 380138 0 SP MOW 0707 LOT 2 20.09 .30 / / 30 1321 Pd LD 00( SCC 697372 0687 NS 128TH ST I41.73 30 1 30 LOT 2 KC SP No 380136 R -2 32.1 000 N88 ^00.00 °8 20090210001382 AFTER RECORDING MAIL TO: WING -110 KONG and PHOEBE T. LEE 1151017TH AVE NE SEATTLE, WA 98125 Filed for Record at Request of Reliable Escrow Escrow Number: 219 -0022 02/10/2009 13:57 KING COUNTY, WA 20090210001382 E2379607 02/10/2009 13:56 KING COUNTY, WAs SALE $340,000.00 PAGE001 OF 001 Statutory Warranty Deed Grantor: DANIEL HEMENWAY ESTATE, KING COUNTY CAUSE #08- 4- 03875 -8 KNT, HAROLD HEMENWAY, EXECUTOR Grantees: WING-HO KONG and PHOEBE LEE Abbreviated Legal PTN LOT 46, RIVERSIDE INTERURBAN TRACTS, VOL. 10, P. 74, KING COUNTY, according to the Plat thereof filed in Volume of Plats at Page(s) , records of King County, Washington. Assessor's Tax Parcel Number(s): 734060068107 THE GRANTOR DANIEL JOSEPH HEMENWAY ESTATE, KING COUNTY CAUSE #08-4- 03875- 8, HAROLD J. HEMENWAY, EXECUTOR for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to WING -HO KONG and PHOEBE T. LEE, husband and wife the following described real estate, situated in the County of King, State of Washington. LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF. Subject to: Easements, Covenants, Restrictions and Reservations of record per Exhibit "A" attached hereto and made a part hereof. Dated January 28, 2009 DANIEL JOSEPH'HEMENWAY ESTATE, KING COUNTY CAUSE #08-4- 03875 -8 KNT STATE OF Washington County of KING I certify that I know or have satisfactory evidence that HAROLD J. HEMENWAY is/are the who appeared before me, and said person(s) acknowledge that HE signed this instrument, on oath stated HE is/are authorized to execute the instrument and acknowledge it as the EXECUTOR of THE ESTATE OF DANIEL JOSEPH HEMENWAY, KING COUNTY CAUSE #084038758KNT to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated: Talon Group ( tL 645 A division of First American 1:.Insuranca Compa'- Notary Public in and for the State of ashington Residing at RENTON My appointment expires: 05/09/20189 LPB•I0 • LEGAL DESCRIPTION 20090210001382.:•• THE NORTH 424.4 FEET OF LOT 46, RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF; AND EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF; AND EXCEPT PORTION WITHIN FOLLOWING - BEGINNING AT A PORTION ON WEEK LINE TRACT 46 165.83 FEET NORTH OF COUNTY ROAD THENCE EAST AT RIGHT ANGLE WEST LINE 100 FEET THENCE . SOUTH PARALLEL WITH WEST LINE 182.9 FEET TO SAID COUNTY ROAD THENCE WESTERLY ALONG COUNTY ROAD TO WEST LINE TRACT 46 THENCE NORTH ALONG SAID WEST LINE 165.83 FEET TO POINT OF BEGINNING; AND EXCEPT STATE HIGHWAY. Tax Parcel Number: 734060068107 EXHIBIT A 9. Easement, including terms and provisions contained therein: Recorded: Recording Information: For: Area Affected: • 2009021 0001 :PP. May 04, 1964 5731222 Construct, Improve, repair and maintain a road and install utilities The Westerly 20 feet of said premises 10. Easement, Including terms and provisions contained therein: Recorded: Recording Information: For: Area Affected: 11. Easement, including terms Grantee: Recorded: Recording Information: For: Area Affected: May 01, 1967 6169477 Access The Northerly portion of said premises and provisions contained therein: City of Seattle, a munidpal corporation September 05, 1969. 6560869 Electric underground transmission and distribution facilities The West 84 feet of the South 5 feet of said premises AFTER RECORDING MAIL TO: HAROLD HEMENWAY 4036 S. 128TH ST. TUKWILA, WA 98168 Reference No.: Filed for Record at Request of: Reliable Escrow Escrow Number: 219 -0022 20090210001383 PAGE001oOFG004 DT 46.00 KINGOCOUNTY33UA7 DEED OF TRUST (For use in the State of Washington only) Grantor(s): WING HO KONG and PHOEBE LEE Beneficiary: DANIEL JOSEPH HEMENWAY ESTATE, KING COUNTY CAUSE #08-4-03875-8, HAROLD J. HEMENWAY, EXECUTOR Trustee: THE TALON GROUP Abbreviated Legal: PTN LOT 46, RIVERSIDE INTERURBAN TRACTS, VOL. 10, P. 74, KING COUNTY, according to the Plat thereof filed in Volume of Plats at Page(s) , records of King ,Coo tuntx.�✓aas ington • Additional legal(s) on page: 4 uroU Assessor's Tax Parcel Number(s): 7340600681078 -i A division of Firs American —41e Insurance THIS DEED OF TRUST, made this 28th day of Jan ;ra89 between WING-HO KONG and PHOEBE T. LEE, husband and wife, GRANTOR, whose address is 11510 17TH AVE NE , SEATTLE, WA 98125, THE TALON GROUP, TRUSTEE, whose address is 11400 SE 8TH ST., STE 250 , Bellevue, WA 98004 and DANIEL JOSEPH HEMENWAY ESTATE, KING COUNTY CAUSE 1108- 4- 03875 -8, HAROLD J. HEMENWAY, EXECUTOR BENEFICIARY, whose address is 4036 S. 128TH ST., TUKWILA, WA 98168 WITNESSETH: Grantor hereby bargains, sells, and conveys to Trustee in trust, with power of sale, the following described real property in King County, Washington: LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF. which real property is not used principally for agricultural purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues, and profits of the property. This Deed of Trust is for the purpose of securing performance of each agreement of Grantor(s) herein contained in this Deed of Trust, and payment of the sum of ONE HUNDRED NINETY THOUSAND Dollars ($190,000) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications, and extensions of the note, and also such further sums as may be advanced or loaned by Beneficiary to Grantor(s), or any of the Grantor(s)' successors or assigns, together with interest thereon at the rate agreed upon. DUE DATE: The entire balance of the promissory note secured by this Deed of Trust, together with any and all interest accrued thereon, shall be due and payable in full on FEBRUARY 9, 2012 To protect the security of this Deed of Trust, Grantor(s) covenant(s) and agree(s): 1. To keep the property in good condition and repair; to permit no waste of the property; to complete any building, structure, or improvement being built or about to be built on the property; to restore promptly any building, structure, or improvement on the property which may be damaged or destroyed; and to comply with all laws, ordinances, regulations, covenants, conditions, and restrictions affecting the property. 2. To pay before delinquent all lawful taxes and assessments upon the property; to keep the property free and clear of all other charges, liens, or encumbrances impairing the security of this Deed of Trust. 3. To keep all buildings now or hereafter erected on the property continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor(s). The amount collected under any insurance policy may be applied upon any indebtedness secured by this Deed of Trust in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the event of foreclosure, all rights of the Grantor(s) in insurance policies then in force shall pass to the purchaser at the foreclosure sale. Page 1 of 3 LPB -22A • • 20090210001 SR.:' 4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5. To pay all costs, fees, and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured by this Deed of Trust and Trustee's and attorney's fees actually incurred, as provided by statute. 6. Should Grantor(s) fail to pay when due any taxes, assessments, insurance premiums, Liens, encumbrances, or other charges against the property. Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured by this Deed of Trust, shall be added to and become a part of the debt secured in this Deed of Trust. 7. DUE ON SALE; (OPTIONAL — Not applicable unless initialed by Grantor and Beneficiary) The property described in this security instrument may not be sold or transferred without the Beneficiary's consent. Upon breach of this provision, Beneficiary may declare all sums due under the note and Deed of Trust immediately due and payable, unless prohibited by applicable law. 94: 94 or (Initials) Beneficiary (Initials) IT IS MUTUALLY AGREED THAT: 8. In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured by this Deed of Trust shall be paid to Beneficiary to be applied to said obligation. 9. By accepting payment of any sum secured by this Deed of Trust after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay. 10. The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor(s) and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 11. Upon default by Grantor(s) in the payment of any indebtedness secured by this Deed of Trust or in the performance of any agreement contained in this Deed of Trust, all sums secured by this Deed of Trust shall immediately become due and payable at the option of the Beneficiary, subject to any cure period provided in the note secured by this Deed of Trust. In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at Trustee's sale. Trustee shall apply the proceeds of the sale as follows: (1) to the expense of the sale, including a reasonable Trustee's fee and attorney's fee; (2) to the obligation secured by this Deed of Trust; and (3) the surplus, if any, shall be distributed to the persons entitled thereto. 12. Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser all right, title and interest in the real and personal property which Grantors) had or had the power to convey at the time of the execution of this Deed of Trust, and such as Grantor(s) may have acquired thereafter. Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser and encumbrances for value. 13. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 14. In the event of the absence, death, incapacity, disability, or resignation of Trustee, or at the discretion of the Beneficiary, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of an action or proceeding in which Grantor(s), Trustee, or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee. 15. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on his/her /their heirs, devisees, legatees, administrators, executors, and assigns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein. Page 2 of 3 LPB -22A • 20090210001 383_ 16. ADDITIONAL TERMS AND CONDITIONS: (check one) a. ® NONE OR b. ❑ As set forth on the attached "Exhibit A" which is incorporated by this reference. (Note: If neither "a" nor "b" is checked, then option "a" applies) Dated: January 28, 2009 E4 1 EE WING -HO KO G P ::_iw..._6_,,t0N.:.:,.,7:::::.,,#: S 't .6 0Pd ti�� "., ,/ri �Di dew =j = i 2 , m a tad 1 State of Washington ij $n,,,, v.* +` County of KING ilt� ,s� thi,1M I certify that I know or have satisfactory evidence that WING-HO KONG and PHOEBE T. LEE is /are the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed this instrument and acknowledge it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated: TO: TRUSTEE DO •' : •• a ' G Notary Public in and for the State of Washington Residing at: RENTON My appointment expires: 05/09/2009 REQUEST FOR FULL RECONVEYANCE Do not record To be used only when note has been paid. The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terns of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. Dated Page 3 of 3 LPB -22A • LEGAL DESCRIPTION 20090210001383.:: THE NORTH 424.4 FEET OF LOT 46, RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF; AND EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF; AND EXCEPT PORTION WITHIN FOLLOWING - BEGINNING AT A PORTION ON WEEK LINE TRACT 46 165.83 FEET NORTH OF COUNTY ROAD THENCE EAST AT RIGHT ANGLE WEST LINE 100 FEET THENCE SOUTH PARALLEL WITH WEST LINE 182.9 FEET TO SAID COUNTY ROAD THENCE WESTERLY ALONG COUNTY ROAD TO WEST LINE TRACT 46 THENCE NORTH ALONG SAID WEST LINE 165.83 FEET TO POINT OF BEGINNING; AND EXCEPT STATE HIGHWAY. Tax Parcel Number; 734060068107 • 5731222 exchange of easements LILLIAN HEMENWAY PHILIP HEMENWAY DOROTHY HEMENWAY Pared Cis, for the purpose et Statues sad egress to aM tires 1 J Or.s'a prorartaaill feramotollatlio,heresfter desoritisd as N aid reheard Se as Pareel lie, Meth et shah parcels ere located N in Xing Onurtl, Viabilities* MOIL 4s: 1, ) n l �M e[ sheet 46, lir�senlds Interurban Tracts, V pir !fit reseeded to *Om 10, sr Plats, Pars 46, or tweet the � third eme- ritus ttclis fros the at thereof) desoribed as Minus: 1119. �s shat vest 11oe or said t po oar said treat; themes south 233.5 test aim asld nest liar; theOos oesherly at right aka 359 lest more or less to the saes line of said tract; thence eortherlp a wig the east lime of said tract to a Point dlzMtlr east et the mist of hsg1' 1 thence at porellel to the north line of aced treat to point of beginning; art psrtiae thereof camped to the State of 110 for road by deed recorded ander e' Anditas YU.7939, records of said county. MOIL Nth The east 61 fist of the following: That certain portion of Tract 45 of Riverside Istorer an Tracts, according to Plat recorded in Rolm 10, of Plats, Pap 74. Records of Clog County, Masbltaa, described as follows: S2Ilsniag at the Palen of intersection of the east line of /root 45 and the center lies of River Street; thence raw in a westerly dirsctioe along the *eater line of said street a diatom of 111.02 lest; thence north op a line Mil to the east line of said tract a diatwsioe at 349.30 hest; thence east on • lice parallel with the sera hes■dary at said tract a distance of 109.45 test to the east boundary of maid tract • thane south along said boundary a diatoms of 4�8 feet -1- Al roa ia9 unbi29 Ain xr ooh or sus mow iisso • wow — nor ,Es 111101112, DOM mss and soma s. ismirt►t, k +ire, a.■eallie oast awe eeetrag to UMW MINI_, a Wee, her.olettseeee ant ass1r .iike right, pi' nies, aae anttority te eerateset, Lsaeew, repair and =iata1s a /t" fasten atilltlae over sae amass the nsstsrll O teat of the feS*1 kind* aissr • as and referred to as Parcel Three, for the pupas* of proviAtia, 1ss and Kress to and for installation of stilitdae tor, propertiret LILLIAN mt�J i1. bersiaabeee described as. end rererred to as, Parcel me, all of said prepe1r17 being Located is King (Meaty, Washington: ?MCQ.s The north 119.8 feet= Riverside Tract , as � s the meet line reeordsd is Tames 10. of ?lsts according to plat page 74, Records of flog 00lntg, 11at°ercad RICIFf �,_ portion deeded to State Ve or Manor's Pile poses by instrument #3214194. The respective greeters shall have end retain equal right of use with grantees for purposes herein specified, over ease- ments hereto conveyed. In exercising the rights herein granted to the respective grantees, their successors and assigns, the said grantees, their successors and assigns. ■ay pass and repass over the easement areas, install utilities and roads thereon, and cut and remove brush and trees thereon, which interfere with the use by the respective grantees. The covenants herein contained shall ran with and be appurtenant to the land above described and are binding on all subsequent owners thereof. IN 11I'fl0is8 MHSMBOF, the parties hereto -Zane hereunto set their hands and seals this_ day of / < �: " , 1964. -2- 1. /�•�� :::777 a. T • VOL 4529 WATS OP sinew, ) oveitr es c• afr- tine - • On Sigio-kr PniOnalp appeared before me LILLIalf 1111Olabrf, ?14p 11111111111117 and =KM 1. 11111•111alp to me known to to tbs individuals described is and who mutated the within and foregoing instrument, and soknowledged that they signed the sans as their free and voluntary act and deed, for tbs uses and purposes therein mentioned. r hand and official seal this day of 196b. cad tat ■•••141 sa 111114:Zelstw Comorroils. -3- 6169477 easement access form THE GRANTOR lillian hemenway for and is camldoruie. of GOOD fN Itch. ir- hard-psi* conveys and warrants to Fullmer diviVele.1 . the following described real estate, sttaatad in the Canty of k IN 1 Washington: SUBDIVISION OF RN £R.i•IDE INTERfBAN MALT . 44 iN7n 2 PARCEL .0 AND PP t' /DOS R AN £ASEMFJVr Access RDA.') AS FOLLOWS' Stabs of N.W CORNER LDT 116 6F Rl�l~RsiDk IAI7ERURBAN 7RACTS� SOIlrRETNLY 17S FEET ALONG WEST RLWNF Y 7/UENCd`_ EASTEeMLY' / 14 FEET, 71iENCE IVD/lt7N£RNLY 20 M'E'ET 71V£IVcF WE-STERNLY 94 FM 714-NCE NDPTNEA'NLY /SS PEET AND TNFJVCE WES7tlal1LY 2D PE-E7: Dated this STATE OF wAsliproToN, K County of On skin day to me known acknowledged ..uses nod GIVEN before me day of ,19 4 ......_....._ ...... _ ...... __._._._... _.......... _...... ..._.......(t L) In and who Its width and bigot's' iastr moat, and SON/9 as Oran sad alarwaer net acd dead, for tke // • 1al « ! lk `� __.. 4, 00."1"/"/ Nancy Iw e/ III SO* N IFtmilopea, real Ibis 6360869 6560869 easement lillian hemenway hereinafter called the Mortgageb.--, and the CITY ,.,1 SWILL a Municipal corporstion.,hereinafter called the Grantee. WIDOWS: • . • . . . MT AM NO/1012.--- Dollars 7htat tne Grsntor. :. for and in consideration, of the sub of . . (1.1...C4L ... A'and other valoeble conSiderations. receipt of vniot is hereby acknowledged. heroin' oonvey .E and granta...„- to the erate. its successyrs end 41%eyn5. the right. Privilege and ,,t,,,ree., le' testall. -onst.uct. erect. Alter. repsit: cneraire. operate ond maintain 014ctrIA .......:erirno-d trassnissIort and alstrbutlen taetlities. at deoth/i4t egoeentnq six fee, consisting -rannot;. ,..adnolds. ducts. cOndoits, raoles. reira% Ana ,.ther necessary er•convanient .: .-:.--:. 3: fail tee -Ir.!. a,,u.lLoo or ao,nrrIt. to tn. (.,o•-tn.., el% uo,teuscr; and gs,,qes, •. . t.rect. attur. rnnal,, eenferdle. aeo,,•11e: :. ...; ,el..i..en 41 1,.7 nlnunn ".l'aLle -el.— t*:: i4.••.,,,,r on.ls. .4e‘trte li".ct.on cuoinels 4?d'Or ,;• tonetner ..,tn so M aPPor- •%,. ':,, lelatslf• 1.-...t. .A•0 .nee13.4...4 an.: SaffaCe OStallaIanns ae. .stsgratoa'elertric system. -....... .....t_, L: t...._!ee.7tre 7eeeva....na*r. ..nf and ic•u•' t.r ..111 .4.%q Q.-yet:Ewa !el:01 ••le.l'el,` ll. tte COUNi 1 0, iii iii, NI nt-, 7.1. • 1::;■/,.i)ftin-; ....4,7i" 7- --- • . - The west t'L fret nf the.snuth 5 feet of the following aescribed propert":. 'ti .: :enter 1V5, b1tg the 7rd an4 3-4. fifths from the north of Tratt ko, Riverside Inter:sr:Jan Tracts, according to pat thereof recorded in AUlArle 10 of PLats, Page 46, Records of King County, described as follows: Reging at a point on the west line of said Tract 46 whieL is 119.8 feet nnrtwest rrrner of asid tract i thence south P13.5 feet al,nc: :a!,1 :Inc; '.:.r:riae nester!' at rig:..t attics 35/9 feet more or lens tr.. the east Lnc f ald tract, theKce sorther)y along tree east time of a ppint.ilrectly oust, •:•the point tf begiqningl; thence wett. thc ntrth .:.td tftct crie . T-Lt, thereof -lnveyd Wastil.Pg.tott fOr Mad pUrpOpe.S. . ',J,!.5,,, ..0" !.'., f:4nt ut ■•• t.V.S to 2:InIronton, its successors eid 'ossIgns,,of ingress tg and . . e •1--.5 •fx. sal.] 1.nd:' •:re.3% n'ia.ecll !and% of tne Grantor... t'or tha- Pa pose ot. irstsIlIng,* con-" •trqrt,no 44:er,n1. fe:sir:'ng. en,:rolizolg, aprating and maintaining said electric skean. and 1:,e • .0.1 ,t 4,, 1,• T. to ictols! 2,1 .. any sort af-said ,!.;ctrk system trOM Bain land. Ire Oil 0' SEPIILL :a to be responsible, as otovrOod by law, for any damage to the Creetai. negli4ence.ia Ann cuns.truction...mr.ition and matetenahce of said electric system, . .. nrOdS. over.,u0on and under %no proserty of.the Grantos__.: ' .1ftP riots. title. 0revlin4.e and aathority hereby nsranied snail conAinee and be In force until • sv..e time 3* the Crontee. It: successors or ossicire. shall nrmanently reMove alt said eleetrpt, szt.'.em fro.. sys tat,. . 0, .n.:1;1 deePlnently abandon said electric' system. at which time. all such . rbgnts, title. ortvitege ind outhority shall•tormInate• Any nortgw on.the sate promise. held by the Mortgagee, above named. is hereby releaseci.to the astent. Au:redly to tne extent. necessary to subordinate said mortgage to the etsement herein irant; •ed to the Grantee. . . . . In 'WI:1Sb witEREa. tn,'s iMstrument has been evecuted the day and yeir first above written. • I i -57E 1 r LILLIAN - r • 6360869 6560869 a Neter, Pubbe. do hereby' certify that on tnte .bed id and *the terguteti the ..tthin 4Asixumem. sled &as...Wedded that Aterted rne 'same As free and voluntary ad nd deed. /4;1 the ..5e0 and purp(rees Ilfterarn nientooned Given under seed and °dicta' seat the day and year ln tens certefteste above written. STATE O' WASHINGTON. - to tse...kertbe to as the . 1'..preaident. and. • , to usa It'stwil to b. liairatary. of the errpoyatoon executed the within, ssd•tefegolne utsttument. and *ash ...anowledded that bald theteurnent to bt .and voluntasysot dtad of said corporation. tot lho uses and peados them., mexiuteed, and *sob en este •tettd that wers saharised to execute said {meteor/tont. ' IN WITNESS wriget•zo., rave hereunta set my seed .0.■ Met My tiec.at soli) (1,8 di and yes, 'beet *Huss. icor CORPORATE. ACKNQWLEDGMENTi • roc A • \y RECEIVED SEP 0 8 2009 CITY OF TUKWILA COMMUNITY Department of Community Development DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(aici.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at /Z.- 6Z/ 4z //VC S, 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 , unl ess the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request fo r ninety (90) or more day s, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), ��// (state), on 20 Print Name l\Ohc]J ►N»J i -H o k Zee, PI O OD.e Address I 1 f O )14'C / //�v.(: /NC / ScA- f-ti -e ■n/ / -1 1 & 1 2S Phone Number O Ui 2 0 p —c rS 1 j 1 a �/ �g Signature / f liiii / met U P. tra 7 L-1-4.(1 On this day personally appeared before me CO; �1 G N j <fl44 G to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the m e as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ) 4 DAY OF 4-U• 4' u S 7 , 20 09' NOTARY PUBLIC in and for the State of Washington esiding at l3. Tti4tLL c.v,A ? Commission expires on 0lit'f 110 *4 REC JED SEP 0 8 2009 COMMUNITY DEVELOPMENT • STATE ENVI' -ONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: R4o GEE 4 —Ldr ' J•oeri �49T 2. Name of Applicant: LE' 3. Date checklist prepared: 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): GoAMJi-Tion) .S eft INA:, 20l o 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. rJoT per -r S Tiw+e. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. G6C rwc.kt UGAtr, i2.c.lz2'r PairPAMCD Bh ASSoGiba piRig C rl g,0CErr 7• L& • Gi c .met Se/ .r Ve ce' Vb 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. i4c 3Z 10.4 Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. SePA AP/n(246 L) 1•2r oM►n>Aav, PI—Pe APPrWi/AL , cLepl -i.Jco a► nla �aAr�i.JL • RSco►rr 4F t,AA PF¢M►7-1 ex./6 / At/6-6,4_,A% P urI) A,P40141C 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. -row UtSro") of A 34-10to1 5'F LdT )/JTO 4- SPAQATw 1 LL$rS 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. TFtE PEE' JEGT Sire is LocgTe-1> 4-r 1 Zip 21 4ZIJD AVE So411-1t ►ni -t- kW11,Pr --». fitt.rcL8L /S -734oLO -C1.081 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? 0o Please respond to all questions. Use separate sheets as necessary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, oiling hilly, steep slopes, mountainous, other: Agency Comments b. What is the steepest slope on the site (approximate percent slope)? /S N: -4- c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Mcrwurtr. aE14SE i2EGESSi0114L oJTVJASH ADD 'pEnlSF l-0=knotoMt JT d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. ApPecw. 2cco (4A2-DS C.'JT3 47 cu& y4e1=C F' LL _ A(,L_ _Zezga? £ iveitAf'- -'L' . Please respond to all questions. I5Sc separate shects as necessary. Applicant Responses: Agency Comments f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. A� 1=2'1'1 pt.AA1 W 1 Ll. &E PPZEt442eb DMZ t�J10 -ntF t lnl� -F2I AL, Pp) o23in CoNT,taL FALIL1'nES' W, 1 1 /nIsrAwc..b Tb Pec,TE -a- Es,) .mtPetnlb ccosralAr J . g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? .` f/ h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 7FMe'leta1 CrLoS) a") 4/4D 60.-e /Men17A -rton) Coi4Tao� RA") S k)t LL mar R:2€t At. *TYE 117-1 of - rj)icv.1I1,A. K1ar0 cc,OJT1ES /398 M AP.P0OD ye TS F2.r:5.1 c.•) P+n% coAJT✓Lo L 1.J11 -t- $E t)111.rZ AS A [,JIbE -rc) r-ebo) GE Pr 2. Air GOM L D 1 t>nenkrS L G"\hAl o Ift SITU, a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. csAc € c,T IS c N 4:1,Ll -re-6i 1%MM. A-L, !*S q 1 ft c altC PrOr> >r 55tan1S FQ v ■ Pia, �aL / 63A-S) ✓t 663 /c LArJa w+Jen-S J (Q7.) cc -reammo -S Erc. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. r• • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: �JonlE. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. �Ic 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 'Jo 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. AJoile • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. /do, 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. /Jo• 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. /sM. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: 1Jc�NE. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. '5r 4e►N L prree w S tt. Le Co c.l. ec,7 .8 9 Gev-i- c% $A S, 4 S ,b r . )1 SGI }A Rio E D /N3o 2. Could waste materials enter ground or surface waters? If so, generally describe. Mo d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: JJc11E. PECT ) S EXEMPT Cc") itoC - j�nl7� Abs-re a [gtIct u i--9 7 1zt AF ' E 4T Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? ii E' -S F1nID SIM dac 7-4AT GoIJFLi Gr m)17-# 77- - -Thom SITE, hi , I p ,&- 2fi tixs/ . /k¢*-irS 7VAT ACE itJor GoxKI DegerD AvvocaVlotd 1411w, $E 1E -✓ 1E c. List threatened or endangered species known to be on or near the site. Noel knioi . d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: 04 ode le/Jog-se.) RT 111 /s Tim Agency Comments Deciduous tree: ald maple aspen, other X Evergreen tree fit. edar pine, other Shrubs e Gra Pasture Crop or grain • Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other y Other types of vegetation b. What kind and amount of vegetation will be removed or altered? ii E' -S F1nID SIM dac 7-4AT GoIJFLi Gr m)17-# 77- - -Thom SITE, hi , I p ,&- 2fi tixs/ . /k¢*-irS 7VAT ACE itJor GoxKI DegerD AvvocaVlotd 1411w, $E 1E -✓ 1E c. List threatened or endangered species known to be on or near the site. Noel knioi . d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: 04 ode le/Jog-se.) RT 111 /s Tim Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Mammals Fish Other Hawk, heron, eagle,Qongbir other: G/20 r.✓ Deer, bear, elk, beaver, other: Scpt), 22x1. Bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. JJ onIG k,J o �J/J . c. Is the site part of a migration route? If so, explain. THE S/ t [.IES. W /TH /nl -n4E PAG /F 11- FIJI (Ab9 OF M I kith-roe-11 Ri'■S To 4!/\%• F.e•n•• /}LAS+rf}) /rn/D PR/T'sd/ 60L) " A/A / L1c onl. d. Proposed measures to preserve or enhance wildlife, if any: Non/6 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. 4EUg ICA711 Jb nINT-vaht, b lr s, W/14- gE ani- Jb To Mar fiHe comPGt'Ten. P2o c.,TS A!6•S Agency Comments Please respond to all questions. Use separate sheets as necessary: Applicant Responses: Agency Comments b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. /Jo . c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: j btk k Jca-lJ /}-f -O jWs Tim. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Alone 163( 31,4/3. 1. Describe special emergency services that might be required. F/2E; EMS P &-i ce, P)/tsT �t'Sf 1a ft5 2. Proposed measures to reduce or control environmental health hazards, if any: WOJJGr • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? e'CGAS✓o,J L Rl2c2A SOvA/-0 -171_00 Air )4. G1k/E 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 6 -r Tretn - co.lsretic,Yon1 AC'n dill . t.•J io TCem - LAJiJ rv.cv4Fi, -S (cibc PLA4 -1 b %440r c202.I 12,61,11ledn -ray tie Noun_ 3. Proposed measures to reduce or control noise impacts, if any: nlodr. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? si'/bt e — P- Prnv►)`1 2tsi 741.- b. Has the site been used for agriculture? If so, describe. /JoT huh op..", . Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Describe any structures on the site. TW eee fibvSE A/J.6 Pr 'i o-A . d. Will any structures be demolished? If so, what? W FS) 71.)o Ho V SG3 Adz) ft 6 4/lfif e. What is the current zoning classification of the site? %bra, — i>trAIS /71.1 2e-,7L- f. What is the current comprehensive plan designation of the site? 1,D)2 g. If applicable, what is the current shoreline master program designation of the site? tJ h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No Agency Comments • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: i. Approximately how many people would reside or work in the completed project? J'rPPa ox I, ,--e-Lxii l (o +/— j. Approximately how many people would the completed project displace? �JoAIE. k. Proposed measures to avoid or reduce displacement impacts, if any: tJotJit. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: wit cf21:SaV WIU, Sc RE✓se -i 8iA G NTH of ?U IS-Al 1 !-A r--'0 i2.. Goal P xervtA.N Le* 7 tU 22F-niT' z xi 'Alb P.M) GOM.PgEHE14C4 VC. flk.p4J1Jr rJ10 taE i 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing? 4 M 1,p L E n/Go v► F Agency Comments • • Please respond to all questions. Use separate sheets .asnecessary. _ Applicant Responses: Agency Comments b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. 717.) 0 rvi O"/t or L0,11101 iS Gt vi° t 0 c. Proposed measures to reduce or control housing impacts, if any: Nionfe 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 30' b. What views in the immediate vicinity would be altered or obstructed? 'Jog c. Proposed measures to reduce or control aesthetic impacts, if any: • • Please respond to all questions. Use separate sheets -- as necessary. Applicant Responses: Agency Comments 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Sun± Co (.A2S' °Fr op iJ /AlfZUovJS / FI.ASN 'Ai b) M6 AVTo/»o8i LES . b. Could light or glare from the finished project be a safety hazard or interfere with views? lJo. c. What existing off -site sources of light or glare may affect your proposal? P S✓1lo Ashtvy+oe,i ES SNOB GLReE aQ/!. /nl(o The W "J . d. Proposed measures to reduce or control light and glare impacts, if any: Po,Je 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? 11/AlA /UA e...c7r►oM VA) rill GIN "re2 - 114 rvi i ce g /44 . oJ74C.ATE PAZ( - %2 M /GE A LAIN vi FoSTEiZ G o t.,P Li /d/S - 1 ".., I (.E A h/.4v) Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. No, c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: nlon/c. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. /Jo. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. No Air QB.Scfet/ED. c. Proposed measures to reduce or control impacts, if any: NOI✓6 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 5/ TO" /5 AceGSs60 8 i .41 4 ' - S b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? -rue- i-rc is Sc-rilED B H M ErRat• /IS /7- ,WI-rl J '/k_ MILE-. c. How many parking spaces would the completed project have? How many would the project eliminate? 8— p J I .b2 /✓c - i s • d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). 40r- MVEl4 dE OJT» 1^/11-L-- Ec bEcc �FE S/Te MD *Mem *Me jAl ivr /A/l.7 /A E) A 1-famtvlef2A4Gb Hiat, SE -S LOTS 1- 4 . e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. i PeTtxci 0/ ..re.,T(r A �Nv -It, 7o J t'i .de ?.edoIv.T /i oktir Rif/ TeArcK.S" Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 4 TES Pre cbA,LA le LoT. ft/ MAel01 Ginn J-(1=K 40UP S 1(, Tcsf L g. Proposed measures to reduce or control transportation impacts, if any: 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health careschools, other)? If so, generally describe. tole — 14.E PR srEGTj o, Too GE P icTion1 4Ep t rlt ziee- LS � Li &AC., LJ g2/ES_ b. Proposed measures to reduce or control direct impacts on public services, if any. ).614E 16. Utilities a. Circle utilities currently available at the site: other: C,46 LE) 6 rr Ll'rE' MEd/ Slod septic • • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. 47E- 1)31 LA" paCtitbQ F, LEC.0121u-rui A-tib GAS . C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relyigon them to make its decision. Signature: Date Submitted: 8 .11 `G 9 (NON- PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). City of Tukwila Endangered Species Act Screening Checklist Date: E • ti • Applicant Name: PNc E &E SITE• Street Address: ) 2 to 2 i 42-AD AV-- - So (rT-} City, State, Zip: TIM'LJ1(ft UJ fl 981 t0 8 Telephone: 20 (0 8 — Osc Directions This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please circle appropriate response. NO - Continue to Question 2 -0 YE Continue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please circle appropriate response. NO - Continue to Question 3 -0 (WS-- ontinue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Pare 18 -15). Please circle appropriate response. NO - ontinue to Question 4 -0 YES - Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. �1.` Continue to Question.5 -0 YES - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt shou answer Yes. Please circle appropriate response. NO - ontinue to Question 6 -0 YES - Continue to Question 6 -0 • City of Tukwila ESA Screening Checklist f S Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. NO — Checklist Complete Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO ._.\- Continue to Question 1 -3 CcYE�Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please circle appropriate response. NO Continue to Question 2 -0 (Page 2) YESjontinue to Question 1 -4 w • City of TukwwESA Screening Checklist Part B (continued) 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. O Continue to Question 3 -0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast- height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a • watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) YES - Continue to Question 3 -0 (Page 2) • City of TukwVSA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 YES - Continue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by sahnonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. City of Tukwila ESA Screening Checklist NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3 -7 YES - Continue to Question 3 -7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3 -8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4 -0 (Page 2) YES - Continue to Question 4 -0 (Page 2) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: _tukplanAci.tukwila.wa.us_ ROENED SEP 0 8 1009 COMMUNITY DEVELOPMENT SHORT PLAT (P -SS) APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: -x-Ac--( ('t\AL_ %Q_G ,0 S� File Number: L, d y — 0 L/ 7 Application Complete (Date: ) Project File Number: 'y 09-067 Application Incomplete (Date: ) Other File Numbers: Ejc\ - 0 \; ,G -010 NAME OF PROJECT/DEVELOPMENT: 12 /p�gt' (= E S ?, P yr LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. /Z CZ/ - 4Z`= =r 41/6- S LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7340k? 0681 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: Address: Phone: 1Z-C. 3q'L, . g!/SS- E -mail: Signature: FAX: ZS- • 39Z Z ' oioe ctim P:\Forms\2009 Applications \ShortP t- JAN09.doc Date: fj . 2-/ G? CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (208) 431-3670 FAX (206) 4313665 E-MAIL: TUKPLANI TUKWILAWAUS SHORT PLAT NUMBER Log - e4.7 DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.080 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT 8E FURTHER DIVIDED ON ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD. WITHOUT THE RUNG 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 HAVE SET OUR HANDS AND SEALS. NAME NAME NAME NAME STATE OF WASHINGTON COUNTY OF KING • ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDMOWLL WHO EXECUTED THE WITHIN AND FOB INSTRUMENT AND ACKNOWLEDGED THAT HE18HE SIGNED THE SAME AS HISI ER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREN MENTIONED. GIVEN UNDER MY WAND AND OFFICIAL SEAL THIS DAY OF . 20 SIGNATURE - NAME AS COMMISSIONED: TREE MY APPOINTMENT EXPIRES: STATE OF WASHINGTON COUNTY OF KING . ON THIS DAY PERSONALLY APPEARED BEFORE ME .. . TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN ANm FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HEI5RE SIGNED THE SAME AS HI8 ER VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN mamma). GIVEN UNDERAIY HAND AND OFFICIAL SEAL THIS 'DAY OF - .D SIGNATURE NAME AS COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES LAND SURVEYOR'S CERTIFICATE REGISTERED AS A LAND SURVEYOR. BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE UWD DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET MD LOT CORNERS STAKED ON THE GROUND AS DEPICTED 014 THE PLAT. VOLUME PAGE APPROVALS APPROVALS raw COUNTY FINANCE DMSION - 1 CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS SEEN MADE 04 SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YFAN THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL - ASSE8SME:TS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS. ALLEYS. OR FOR OTHER PUBLIC USE ARE PAID IN FULL DAY OF DEPUTY KING COUNTY TREASURER • KING COUNTY ASSESSORS APPROVAL. - DONNED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF TUKWLA SHORT SUBDIVISION COMMUTE APPROVAL' REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COIMBTTEE AND HEREBY CERTIFIED FOR FILLNM • THIS DAY OF 20 S 122ND ST VICINITY MAP SURVEY IN THE SE 1/4 OFSW1 /4 OF SEC. 10 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST- OF 1HE CITY OF TUKWILA THIS - DAY OF 20 . AT MINUTES PAST 14 AND RECORDED. IN VOLUME OF- PLATS. 014 PAGE RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS CONCEPT ENGINEERING. INC. IC AIN NMI MINI Capy*t © 2007 Cwt 00277114 de Al rq,b norm, 455 l u9I Issaquah. ingtan (425)•392 -8055 FAX (425) 392 -0108 OWNER: PHOEBE LEE 11510 17TH AVE NE SEATTLE, WA 98125 (206) 818 -0507 DRAWN BY DEC. 0 9 2 o9 409 NUMBER. • 8/24/09' CHECKED BY SCALE N.A '1 OF CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 4313870 FAX (206)431-3665 E-MAIL: TUKPLAN(dtTUKWILAWAUS SHORT PLAT NUMBER OLD LEGAL DESCRIPTION THE NORTH 424.4 FEET OF TRACT 46. RIVERSIDE. INTERURBAN TRACTS AS . J0 RECORDED IN VOLUME 10 OF PLATS. PAGE 74. RECORDS OF KING COUNTY,? �� WASHINGTON; -EXCEPT THE EAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 FEET THEREOF; AND EXCEPT PORTION WITHIN. FOLLOWING - BEGINNING AT A PONT ON WEST UNE OF TRACT 46. 165.83 FEET NORTH OF COUNTY ROAD; THENCE EAST AT RIGHT ANGLES TO SAID WEST LINE 100 FEET; THENCE SOUTH PARALLEL WITH SAID WEST LINE 182.9 FEET TO SAID COUNTY ROAD; THENCE WESTERLY ALONG COUNTY ROAD TO THE WEST UNE OF TRACT 48; THENCE NORTH ALONG SAID WEST UNE 165.83 FEET TO THE POINT OF BEGINNING; AND EXCEPT STATE HIGHWAY. • NEW. LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF TRACT 48 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENONG AT THE NORTHWEST CORNER OF SAID TRACT 48; THENCE SOUTH 01'03'04' WEST ALONG THE WEST UNE THEREOF A DISTANCE OF 121.24 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0193'04' WEST ALONG SAID WEST UNE A DISTANCE OF 117.61 FEET: THENCE SCUM 8856'56' EAST A. DISTANCE OF 136.79 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 599: THENCE NORTH 34'4758' WEST ALONG SAID WESTERLY MARGIN A DISTANCE OF 115.87 FEET;. THENCE NORTH 84'49'21' WEST ALONG SAID WESTERLY MARGIN AND ALONG THE SOUTHERLY MARGIN OF 41ST AVENUE SOUTH, A DISTANCE OF 55.19 FEET; THENCE NORTH 3494'53' WEST ALONG THE WEST MARGIN OF 41ST AVENUE SOUTH A DISTANCE OF 24.11 FEET TO THE POINT CF BEGINNING; SITUATE IN THE OTY OF TUKYALA, COUNTY OF KING AND STATE OF WASHINGTON. LOT 2 THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS,; PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46; THENCE SOUTH 0193'04' WEST ALONG THE WEST UNE THEREOF A crsTANcz OF 238.85 FEET TO THE r^INT OF BEGINNIN THENCE CONTINUING SOUTH 0193'04 WEST ALONG SAID WEST UNE A DISTANCE OF 118.65 FEET TO A. POINT THAT IS 165.83 FEET NORTH OF THE INTERSECTION OF THE WEST UN.'. OF SAID TRACT 48 WITH THE NORTHERLY MARGIN OF SOUTH 128TH STREET; THENCE, SOUTH 8856'58' EAST ON A UNE THAT IS RIGHT ANGLES TO SAID . WEST LINE. A DISTANCE OF 55.02 FEET; THENCE NORTH 0193'04' EAST ON -A UNE THAT IS PARALLEL VAIN THE WEST LINE OF SAID TRACT 48. A DISTANCE OF 118.65 FEET; THENCE NORTH 8856'56' WEST A DISTANCE OF 55.02 FEET TO THE POINT OF BEGINNING, SITUATE IN THE CITY OF TUKWALA, COUNTY OF KING AND STATE OF WASHINGTON. - NEW LEGAL DESCRIPTIONS . LOT 3. . THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED. IN VOLUME "10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS COMMENCING AT TIE NORTHWEST CORNER OF SAID TRACT 48; THENCE SOUTH 0193'04' WEST ALONG THE WEST UNE THEREOF A - DISTANCE OF 357.50 FEET TO A POINT THAT IS 165.83 FEET NORTH OF THE INTERSECTION OF THE WEST UNE OF SAID TRACT 46 WITH THE - NORTHERLY MARGIN OF SOUTH 128111 STREET; - THENCE SOUTH 8858'58' EAST ON A LINE THAT IS RIGHT ANGLES TO SAID wYESTALL: UNE,' A DISTANCE OF 55.02 FEET TO THE POINT OF BEGINNING; `THENCE CONTINUING SOUTH 8856'58' EAST A DISTANCE OF 44.98 FEET 0 THE WEST UNE OF THE WEST 200 FEET OF SAID TRACT 48; 019 THENCE NORTH 3'04' EAST ALONG SAID WEST UNE A DISTANCE OF ji 1.91 FEET TO THE NORTH FACE OF AN EXISTNG. 6 INCH WIDE CONCRETE �TIENCE 93'04' ALONG THE NORTH FACE OF SAID WALL A DISTANCE .• THENCE NORTH NOR OF1 019. 3'04' EAST ON A UNE THAT. IS PARALLEL WITH THE WEST UNE OF SAID TRACT 46. A- DISTANCE OF 116.44 FEET; .: , THENCE NORTH 88'56'56'- WEST A DISTANCE OF 59.59 FEET;. - THENCE SOUTH 0193'04' WEST ON A UNE THAT IS PARALLEL WITH THE WEST UNE OF SAID TRACT 46, A DISTANCE OF 118.65 FEET TO THE POINT OF BEGINNING SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING AND STATE OF - WASHINGTON. . - • THAT PORTION OF TRACT 46 OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN VOLUME 10 OF PLATS. PAGE 74. RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: - - COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 46; THENCE SOUTH 0193'04' WEST ALONG THE WEST UNE THEREOF A - - DISTANCE OF 357.50 FEET TO A POINT THAT IS 185.83 FEET NORTH OF . THE INTERSECTION OF THE WEST UNE-OF SAID. TRACT 48 WITH THE . NORTHERLY MARGIN OF SOUTH 128TH SIKttl; THENCE SOUTH 8856'58' EAST ON A WEST UNE, A DISTANCE OF 55.02 FEET 0 THE- POINTOF BEGINNING, �tIy� \ THENCE CONTINUING SOUTH 8856'56' EAST A UISIAN(x yr -• S� v rL J0 THE WEST UNE OF THE WEST 200 FEET OF SAID TRACT 46; THENCE NORTH 0193'04' EAST ALONG SAID WEST UNE A DISTANCE OF . 1.91 FEET TO THE NORTH FACE OF AN EXISTING 6 INCH WIDE CONCRETE - - WALL; - THENCE NORTH 193'O4 EAST ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF 14. TO •• POINT OF BEGINNING, - THENCE CONTINUING NOR '01`03.4 - ALONG THE NORTH FACE OF SAID WALL A DISTANCE OF _.. TO THE WEST. UNE OF THE EAST '•50 FEET OF THE WEST•200 FEET OF SAID TRACT 46; THENCE NORTH 0193'04' EAST ALONG SAID WEST UNE A DISTANCE OF .. 1.20 FEET TO A UNE DRAWN .FROM A POINT ON. THE WEST UNE OF SAID 'TRACT 48, WHICH IS 353.33 FEET SOUTH OF THE NORTHWEST CORNER OF SAID TRACT 48. AND RUNS AT A RIGHT. ANGLES TO SAID.. WEST UNE TO THE EAST UNE OF SAID TRACT 46; THENCE SOUTH 8856'56' EAST ALONG SAID UNE A DISTANCE OF 50.00. FEET TO THE EAST LINE OF THE WEST 200 FEET OF SAID TRACT -48 ' THENCE SOUTH 0193'04' WEST ALONG SARI EAST UNE A DISTANCE OF TRACT 69.87 FEET 48; TO THE SOUTH UNE OF THE NORTH 424.4 FEET OF SAID THOME SOUTH•891739' EAST A DISTANCE OF 73.10 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 599: - THENCE NORTH 3792'38' WEST ALONG SAID WESTERLY. MARGIN A DISTANCE OF 70.87 FEET; - THENCE NORTH 34'4758' WEST ALONG SAID. WESTERLY MARGIN A DISTANCE OF 158.09 FEET; THENCE NORTH 88'58'56' WEST A DISTANCE OF 22.113 FEET; THENCE SOUTH 0193'04' WEST ON A UNE THAT IS PARALLEL WITH THE . WEST UNE OF SAID TRACT 46, .. A DISTANCE OF 118.44 FEET TO THE PENT OF'. BEGINNING - • VOLUME PAGE CONCEPT ENGINEERING, INC. 455 Rainier Badavmd North Inaquah, 1Wmhingtan 98027 (425)392 -8055 FAX (425) 392 -0108 ey qq ©mm ao,..,W EnoM.na Inc w ry.t. mow!. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING AND STATE OF WASHINGTON.. OWNER: PHOEBE LEE 11510 17TH AVE NE SEATTLE, WA 98125 (206) 818 -0507 RECFnfmn DEC. 0 9 2009 DEVE OUNpy©E7 T .. 0 LU w CO (US Ur ) DRAWN BY CHECKED BY DATE '8/24/09 N.A. JOB NUMBER SHEET 29033- 2OF -4. CITY OF TUKWILA . • DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 431 -3670 FAX (206) 431 -3665 E -MAIL TUKPLANOTUKWILA.WA.US • SHORT PLAT NUMBER FOUND 3" BRASS DISK IN CASED CONCRETE MONUMENT N891739 'W 224.80' (R2) CP J FOUND 3" 8RASS DISK IN CONCRETE MONUMENT . N89'04'39"W 2838.57' (RI) S. 128TH STREET (ALDER STREET) 4 W n P N8917'39'W 20' 20' 12914'30" (R3) REFERENCES (R1) BOUNDARY LINE ADJUSTMENT. REC. NO. 20090219900004 (R2) PLAT OF RIVERSIDE INTERURBAN TRACTS, VOL 10, P0. 74 (R3) UNRECORDED SURVEY BY DUFFY. LAWYER & KUMPF. INC. JOB NO.. 7733 LEGEND 0 co lD 400.00' (R2) 319.30' (C) N. UNE TRACT QS FOUND REBAR & CAP FOUND IRON PIPE FOUND MONUMENT IN CASE CALCULATED DIMENSION MEASURED DIMENSION '. DEED DIMENSION • FOUND 2' IRON- PIPE %NTH TACK IN WOOD PLUG AT EDGE OF CONCRETE WALL 8X0.8' W OF CORNER 15025'30" (R3) • A 5 L4 LOT 1 VOLUME MERIDIAN NAD 83/91 WASHINGTON STATE PLANE.. NORTH ZONE BASIS OF BEARINGS N2427'42"W BETWEEN FOUND MONUMENTS ON E. MARGINAL WAY AT THE INTERSECTION OF S. 1281(4 STREET AND AT THE PC OF CENTERUNE CURVE JUST SOUTH OF S. 128TH- STREET PER CITY OF SEATTLE B.LA. L08 -074.. RECORDING N0. 20090219900004 ��— LOT 2 LOT 3 N88'56'56'W 'J 100.00' LOT 4 L1� N88•6'56 'W L2 50.00' SOUTH UNE OF NORTH o, 424.4' OF LOT 48 m cA Il FOUND 3,(4' IRON PIPE LEANING EAST N799638 -W 8. 128TH STREET 0 s To PAGE GRAPHIC SCALE 60. 0 30 60 ( IN FEET ) ' 1 inch = 60 1t FOUND REBAR W /2" ALUMINUM CAP 'HARTMAN LS +9158" 0.6'. N X. 0.3' W UNE BEARING LENGTH L1 N01103'04 "E 1.20' L2 N8950'38"E 50.01' 1_3 N01'03 04 "E 1.91' L4 N84'49'21 "W 55.19' 1.5 N34'04'53 "W 24.11' ift N891739"W 73.10' g i co ai FOUND 2 -1 /2" BRASS DISK IN 4'X4' CONCRETE MONUMENT. STAMPED "XNG CO. SURVEY 1939' • AND WITH '10/15' SECTION INFO. NM iCam. " ©m07 CONCEPT ENGINEERING, INC. ;bit'', \ a . �It OWNER: PHOEBE LEE ESi_LZ= I r!L'LI 11510 17TH AVE NE DEC 0 9 1009 '. SEATTLE, WA .98125 (206) 818 -0507 COMMUNfrr ( ) 'OEVELOPotE,AT 455 Rainier sow�e North 98027 Losaqudi, (425) 392 - 8055 FAX (25) 392-0108 It r ? µ .Ii+A DRAWN BY DBN ' DATE 8/24/09 - JOB NUMBER 29033 C°`°' EppinwrIns.lne. "' "p ""`"` d �,( /,r/ 0 I!( ° ' �. CHECKED BY SCALE - 1" a 80' SHEET 3 OF 4 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD. TUKWILA. WA 98188 TELEPHONE (206) 4313870 FAX (206) 4313665 E-MAIL: TUKPLANOTUKWILA.WA.US SHORT PLAT NUMBER LEGEND Loq,o41 • SET REBAR & CAP O _ FOUND REBAR & CAP O FOUND IRON PIPE B ' FOUND MONUMENT IN CASE O CHAIN LINK FENCE — ■ WIRE FENCE — o BOARD FENCE C MEASURED DIMENCALCULATED DIMENSION D DEED DIMENSION SION GRAPHIC SCALE 30 15 30 ( IN FEET ) 1 inch = 30 ft N. £{NE TRACT 46 I. ' 'I 20' - WIDE ACCESS EASEMENT REC. NO. 6169477 NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND AN ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332- 130 -090. 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 3/5/09, AND SHOWS THE GENERAL CONDITION EXISTING AT THAT TIME. N = M M N3404'53'W 24.11' FOUND Y IRON PIPE WITH TACK - IN %DOD .PLUG AT EDGE OF CONCRETE WALL 1.3' S X A6" W. OF CORNER. PROPOSED PUBLIC UTWTY EASEMENT 20' WIDE INGRESS & EGRESS EASEMENT FOR THEIBENEFIT OF TAX PARCEL 734060 -0665 . REC. NO. 5731222 6' CONCRETE WALL W1H BOARD FENCE ON MP BUILDING SETBACKS. LDR ZONE .. FRONT 21Y REAR 1 SIDE li TAX PARCEL 734060 -0665 W o c 04 5'- WIDE EASEMENT FOR t- UNDERGROUND TRANSMISSION AND DISTRIBUTION FACILITIES REC. NO. 6560869 EASEMENT TO BE ormicL'1SHED r CONCRETE WALL WITH BOARD FENCE ON TOP MATCH LINE' . M s -. N - • a s • s • I 84'49'211W 55,19' I 15~ •p , �d I • \` \•l. <'1.:71s �> HOUSYI \1• 4'i To BE �`` s�p�, REMOVED 10' 59.59' I .. za F-- f - - - I, s MATCH LINE NMI OMNI 1=11 11=1 IN= MN VOLUME PAGE - =• I I \ \ 5' _— 1 55.021 L. LOT 1 9.961 SO. FT. BSBL 5'- N8856'38'W 1 ,1 r LOT T I 1 _ .8,528 SO. FL s -- i 1m Im HOUSE ITO REMAIN 1. to- o zz — I— — ---_J. 5' BSBL 1 I I r FOUND REBAR W/Y ALUMINUM CAP 'HARTMAN LS /9158' 0.6' N X 0.3' W 20' WIDE ACCESS EASEMENT REC. NO. 6169477 22.18' 5. ; r'j- -\ \ LOT 3 i' �r 5' �� \\ 7.040 S0. FL hd i LOT 4\` \ I • PUBUC I' '!1 10.538 S0. FT. \ 5+\ � I J . UTILITY m �� \ m EASEMENT 'I- -4 -. l 05 I -"1 1' 5' � GARAGE! 1.., \Ir\ �. 1 TO BE I I HOUSE ?� \ 'REMOVED, I I TO BE.... l�, \\ .. I REMOVED I��. L t' \ 10'- �\ net. — I I NO1'03'04 10' j L 1.91 BS81 x — 55.0 x �- — 44.98' 1488'56'56'W } 100.00' 14.61' L 35.4G' 6' CONCRETE-WALL - WITH BOARD FENCE ON TOP ... TAX PARCEL .. 7340060- 0686__ N8950'39'E 50.01 SOUTH UNE OF NORTH 424.4' OF TRACT 46 _ EAST 100' OF SOU • CONCRETE RETAINING W. UT61TY EASEMENT N8856'56'W 50.00' \ N01'03.04'E 1.20' 88.01' 1m . m TAX PARCEL TAX PARCEL -734060 -0682 V 441734080-06W SHED FOUND 3/4' IRON. PIPE LEANING EAST 0 P i 4 'inks'" dW. - N8917'39 73.10 TAX PARCEZ 734080 -0687 FOUND 2 -1 /Y BRASS DI IN' 4'1(4' CONCRETE MONUMENT STAMPED 'IONG CO. SURVEY 1939" AND WITH '10/15' SECTION INFO. 11414f4 1F I CONCEPT- ENGINEERING, INC. • 1�oh, I ootington 9�7 (425) 392 -8055 7AX (425) 392 -0108 CapppM ©� C Rt E'+�4^.•b4 Inc Al Mu. �r OWNER: PHOEBE LEE / 11510 17TH AVE NE SEATTLE, WA 98125 (206) 818 -0507 DRAWN BY DBM • DATE 8/24/09 RECEIVED DEC 0 9 2009 COMMUNT( JOB NOM ER RCCEIVED ,SEP 0 8 2009 DEVELOPMENT 29033 CHECKED BY SCALE 1'30' SHEET 4OF4 P. VON \29033 \ENGINEERING \DNG \C0 61 0, 6 61 1 \ ca E /� Lll 1 1 �� -- \\._ \ `\ p \ �., OSK -'/ \-\ O. MATCHLINE AB VE `' I mm mm , I _ I_ - \ • ' _ WATER CMAIN NEAR I THIS SHEET \ -4, \ HYDRA Tsi \\ I ( \ I Ex FIRE X10 /- STREET SIGN V - \ HYDRANT \\ \ `' 12 "F \A`�` � �' 4 I • \ / // \ '' /• \ 1 \ \\ // I I TREE T1 BE REMOVED \ TREE 1 ! �-c i I \ \ ?4� •rICR{ { 1 "I/ 1 \ \ \tt\\ tip{ \, v4 I\'M \\ �C'' S\ S. 126TPI ST. 8" Di / : % /i2: - E. N 3 3 �.` a+ / 8j�4' 0. MATCHLINE AB \ E I THIS SHEET \\ \\ / ! \ STEEP SLOPE NOTES /iJ \, ! ! 10 - /-- STREET SIGN \! ! % ;\ \ PER THE 'SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, \•# .';F ! \ / i AND PRELIMINARY CEOTECHNICAL ENGINEERING REPORT- DATED I \ \ \ \ 1 / •. I 1 \^ \ .- DATED JULY 28, 2009: Ds \ rT'17. W es""' -r - 1 0 I ! 6 0 STEEP SLOPE HAZARD: MOST OF NE SITE'S EXISTING �; !j'. . Ji;, , � 8 M / ‘\.,, J/1\ I + I ', \ SLOPES RANGE IN INCLINATION BETWEEN APPROXIMATELY \ " O'7 \ ice iay Z 1JJ..X� c`'> �tl `IN" VIN" "� -- '' f• i I \ \ 15 AND 30 PERCENT. THE CITY OF TUKWILA'S MUNICIPAL `,. k' ° z m a 0. r _ - \\ 1• \ -_..\ AAA '�✓ ,i 12°F 1 }'' \ ! I I TREE TO BE REMOVED 'I ,,, \'( \ CODE (NC) (SECTION 18.45.120) DESIGNATES SLOPES S. 126TH ST. I 1 (1 OF 4) J \ \ WAIN THESE INCLINATIONS THAT ARE UNDERLAIN BY \\, \ I I , , \,,,\\c),\ � RELATIVELY IMPERMEABLE SOILS AS CLASS 3 AREAS. \ �/ \ 01 M /1 IJ \ C \ CLASS 3 AREAS HAVE HIGH LANDSLIDE POTENTIAL /' %, /� i y \ i;� % 24.11' ♦. ?: \ ' -E !• ` \ I '.i,.. "- • • I I I I i _ • 1• I !+ � Ij ' i\ . 1 , \ � \ �\ ACCORDING TO THE TMC. ALSO, A STEEPLY SLOPING -_- - - \\ --- - - - - -` ! it \ O , \' ROADBANK EXISTS TO THE SOUTHEAST OF THE _ \ -TRIANGLE'. SECONDARY --Q -. \ _ 11- k� / �1E "F• \ \ `, j� I •\ \ / I \ THE NEAR - SURFACE SOIL UNDERLYING THE SITE CONSISTS �. (/. \�. T T \ • i i' ��; ToF �,' \ , 7 ' 6'AP rI • '.I ` 1 -`\ / \ \ ■ ( T 1 \ / �JC - (� ,/ -" \ � 1 _))'/ 16 "F/ \ yY i �\- +'a1\ 4'49'21 "W J�.1 `.T' /' _ G '\ I \ ' + ; - J L \ 12 "F I: - �. - `` $E �� /, I 1 ; \ OF MEDIUM RECESSIONAL OUTWASH OR DENSE TO VERY y \ DENSE LODGMENT TILL. IT IS OUR OPINION THAT THE RISK \ `( \ /� \ ; \, OF BOTH SHALLOW DEBRIS FLOW -TYPE FAILURES AND \ �� f� ' -� I \ \ \I\ F. DEEP - SEATED LANDSLIDES AT THE SUBJECT SITE IS LOW \ J •) ' \` FOR STATIC CONDITIONS. THE PORTIONS OF THE SITE \ / \ \•:, ' ' i \ THAT COLTTAIN STEEP ( >15% PER TMC) SLOPES ARE . 7. :, \� , 5.�\ \ \\ AREAS U.Y LESS THAN 10 FEET IN HEIGHT AND INCLUDE F: \ \ AREAS OF PREVIOUS CUTTING AND FLUNG. OR WITH \ - LESS '� \ ``\ THAN 20 LFEETCIIN HEIGHT. IT IS OUR OPINION SLIHATSNO \ �'‘/� v \ '\ (\ 1 \;�•`\ ?O WIDE ACCESS ADVERSE IMPACT OF THE STEEPLY SLOPING AREAS OR \ " \ '\ ��i\ LJ -�- 1 • EASEMENT THE PROPOSED DEVELOPMENT WALL RESULT THROUGH THE '` \ \ \. I_ \. '; \\ EUMINATION OF A STEEP SLOPE BUFFER FOR THE i• \ V. REC. NO. x,169477 ON -SITE SLOPES. \ 'a\ ��� \1\ �\ _ _ _I '. \ \ \ \\ AS FOR THE OFF -SITE, STEEPLY SLOPING ROAOBANK, IT V• \ / ACCESS` •� \ \ IS OUR OPINION THAT SURFACE DRAINAGE SHOULD BE / ♦ \ ' \ • \ ` \\ PROPERLY CONTROLLED AND DIRECTED AWAY FROM OR \ \ \ 2O' WIDE ACCESS\ ('•. I I • I-i 1 '` �\ j._ `J II 1' - - - 4-Y I I_ I 1 ■ 123 '& 1- EASEMENT REC. N0. 6169477 �\ 0 MAILBOX �� \ '`� KIOSK \t.\S� H ao o I uN10 20' WIDE INGRESS & EGRESS l EASEMENT FOR THE BENEFIT z "ASH PARCEL -! I1 /' 1 ! 3' DRY UTILITY 11'' 1 ! I TRENCH J �` j LOT 1 + 1 9.961 SO. FT. "'I +,, i' \ \ I'031.; ' I I ! , _1. I rf `'. ... r l" 1 . 1 O1 I I': , C� , I II \ I 4 ,\ 10' PUBLIC \ UTIU RES EASEMENT. \ _ -' WIDE CONCRETE BEYOND &OPING AREAS. ALSO, AT NO TIME SHOULD \ \ \ - \ \ \\\ LOOSE FILL BE PUSHED OVER THE TOP OF THIS SLOPE OR \''' \\ / / GI?A+'JAGE DITCH SOIL EXCAVATED FROM THE TOE AREA N71HOUi SUPPORT \ �' \ \ 1 BY AN ENGINEERED RETAINING STRUCTURE \. � ',?- -.s`.. ;9 "H0L � UNCONTROLLED FILL ON THIS SLOPE OR TOE EXCAVATION , \'', L. . \ •\\ \�,\ \ - • \ �� MAY PROMOTE LANDSLIDES OR DEBRIS FLOW ACTIVITY. OF TAX 734060 -0665 REC. NO. 5731222 /' 12 °ASH `�' C \ \ \ HOUSE HOUSE TO BE REMOVED •: ::: _ (� - �\� \ ASSOCIATED EARTH SCIENCES, INC AESI SHOULD RENEW - >- E,3- '0 ",12 "QH \ GRADING PLANS IF GRADING IS DESIRED AT THE TOP OF, MATCHLINE ABOVE 1 THIS SHEET •( � . \�.•\ ON, OR NEAR THE TOE OF THE ROADBANK SLOPE. \ \G i \.. r.H i \ \\ , \\ \ , �:- \ \\ . \•_ I 0 i 2 m 12 "ASH ."� y� Y ■ t I I - \WATER EASEMENT -J t I 1'YT INGRESS/EGRESS - ., i ..y.OTILITIES EASEMENT OI I \ b - i, \ \ ' \ y , 1 \\ - \ �a 1 \ 6. 1 `S \ \f �'4 I J x, . r- - \ , .,I �<' MATCHLINE BELOW 1 . HIS SHEET 1 I _ _ -' --. /I -,, i'Y \\ �0 \ `, j T. i I I W E• W Z O U �g ",n o o O a m O N 'n 2 M - N v 12 "ASH p zo °AS C II I -� I '� C- - \.� ( P\TIO 1 I -- ( \ } I \ =x --- 80 --L. �_ .._`- : \C '\LI -t .I LD `, RIM -73 .3 \ \\ ' j --/ _ �\ � IE= IUNA!iLE TO \ \ \ GPE "J\ `• , \ \ LEGEND \`\ :6 -F \ EDEN ° r .",r1 - I I I I ! ' ! I i 1 I 1 I i 1 1 I ! I 1 1 It r ! , I ( I I 1 ��; _.. ♦I I 1 N �. - 1 I ,\ '. . 1 ' I 1 s \\ \ 1 • ' 'N: \ 0 SET REBAR & CAP . 1 i \ _) ' , 0 FOUND REBAR & CAP - \ •. - '\ O FOUND IRON PIPE I I \ • ® FOUND MONUMENT IN CASE 11' \ -- 0 - -- CHAIN LINK FENCE I , '\ MRE FENCE 1 I i ^-t-- - --. BOARD FENCE ! I TAX PARCEL 734060-0665 .4 0 M 2 o 5 WIDE EASEMENT FOR Z UNDERGROUND TRANSMISSION AND DISTRIBUTION FACILITIES — REC. NO 6560869 EASEMENT TO BE EXTINGUISHED t. 0 e. ;' I ;! • '•' I 6,528 S0. FT. ...I ! • 10, PUBLIC \ WATER EASEME1:4 CONCFti \ + LOT g' 70 7D FT _ E • \ i , y.� \;, -o U1TU7Y POLE I I °1- n) Z G I --i,-.40.,\_ \, < •1 VTI CO ..� HOUSE HOUSE TO REMAIN \ .\ /'\14 '� -Ou UTILITY POLE W/UNDERGROUND 1 ! \\ E— GUY WIRE `-`- LOT 4 — 04 OVERHEAD UTILITY WIRES S DCa F'IM =40 p2 ,'c, G 4, \\ GARAGE TO BE REMOVED GARAGE ` 1. 10,538 SO FT HGi1`C^ HOUSE TO BE REMOVED \ \, \ EVERGREEN TREE W/ SIZE ,,\•1E' i;_ i 2" ADS (E) =38.09 --. !E i2" ADS (S)- 38.%'1 .1 ) _" DECIDUOUS TREE W/ SIZE iE 12" ADS (W)-38.37 ' 10 ( )- N HAZELNUT MAPLE (,:,:so. QQ ' _1- (� -�_r ( -�- ■ ` } -- o -Fz \ ?= 1 ° 2 �G 1 _7 v, 0. n., { •1 �' } Py K _-- N88'S6'56 " \i z G N� TAX PARCEL 734060 -0686 ,a ._ _ \\ - -1 'r 1{? N /1 �, N01'U3'34 "E I3 I'. li `\ ,\ I / \\ \\ H ASH CULVERT - / I IT I� - .. L PLUM IF =38.77 �— \ "� \B ? R� E �L ♦ )! 6'V• ^\ L HOLLY !� PCP PoPLnR I VERTICAL DATUM CH CHERRY NAVD 88 GRAPHIC 20 - - (IN 1 inch \ SCALE 0 10 20 — S FEET ) = 20 ft .__�___ ❑ `r, 100.0('' y Q' `N. a. r 4 .._. "p'36 "E i = EO.OY Cs rG I \^, ° I T•: I PARCEL '34060 -0682 ^j_I'3 Fi'r,•i'56•,W� 5 DG, �_ fJ01 "3 04 ^E '1 ? ;i;)' TREE TO'BE REMOVED (TIP) O -''T d- T4.\ PARCEL w1 O 734060 -0685 _ O 17CH I' ^ •/ \ - \ I Jl \) '1 I / I '. \� o i I t / 1 / ; 1 % "!.i7 ",: O'POP !� , t \' — X —i}.D, ,` r~+ SEWER MANHOLE ISf! %I • G CATCH BASIN BENCHMARK i� TOP OF TRAVERSE REBAR WITH RED CAP. ELEVATION - 81.59'. ESTABLISHED BY STATIC GPS OBSERVATION. ' `� `''\'‘ MERIDIAN ' 0 Y ' \,\ 940 87/91 WASHINGTON STATE PLANE, NORTH ZONE o " \ ' / , \ \ r. ', r BASIS OF BEARINGS `� ' / N24-27'42 "W BETWEEN FOUND MONUMENTS ON E. MARGINAL WAY AT THE ': ' \\ N. / INTERSECTION OF S 126TH STREET AND AT THE PC OF CENTERUNE CURVE ,' +y. JUST SOUTH OF S. 128TH STREET PER CITY OF SEATTLE B.LA LO6 -074, RECORDING N0. 20090219900004 • �j jj\ / 0 ,0 \�I LEGAL DESCRIPTION i" ; \ ' I \ /\ \ ''\. ! + 1 THE NORTH 424.4 FEET OF LOT 8. RIVERSIDE INTERURBAN TRACTS AS ` f 7 \�{J \ RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY. `. F. ^ E "' $ R d g .... i I- Iv 1-- 11 \ i� —7-- . I 1 WASHINGTON: iii —c /1 I 15 / / \ ::'/ 10, ;— 1 1 FEET THEREOFAST 100 FEET OF THE WEST 200 FEET OF THE SOUTH 88.01 _N89'1f7'39 "W \ ,, U 73.10' I AND EXCEPT PORTION WITHIN FOLLOWING - BEGINNING AT A POINT ON or uv ( THENCE EAST AT RIGHT ANGLES TO ADOWEST�LINE 1/00 FEET; ROAD; \ .\ WEST UNE OF TAX PARCEL 1 THENCE SOUTH PARALLEL YAM SAID WEST UNE 182.9 FEET TO SAID I I 734060-068? RAILI\OAD SUi- iPOF�T J- -?', { COUNTY ROAD; \ \ ' ! PII THENCE WESTERLY ALONG COUNTY ROAD TO THE WEST UNE OF TRACT 46: `,l'` THENCE NORTH ALONG SAID WEST UNE 165.83 FEET TO THE POINT OF - _ \ 1\ / i , '• . % BEGINNING; •MATCHLINE BELOW \ \ ,, 1`\ ', WIS 'SHEET AND EXCEPT STALE HIGHWAY. • JOB No. 29033 • °% T- Exist 2 tier retaining -• —.� wall \ Remove exist cyclore fence •.16' 58" W 51. 6' • 1 1 \ 0 1 1% 1 1 1 1 1 1 1 • l 1 1 1 \ 1 1 ' 1 1 1 11 1 1 {2:D cut Slopes 11 •, , 1 1 1 % i1 1 1 \ � 1 \ i '� y 11 ?' � It 11 1 1 1 1 `I .1- It 1 ‘1 1X \ 1 , j 1 1 1 1 1 %t;t 1 1 1 1 \ 1 1 1 1 1 ‘1 1 1 1 ‘1 1 I 1 /'11`1 1 1 1 1 1 1 1 1 1 1 1.11 1 ,11 1 11 1 it 1 { 11 1 x % / / /./ �� 108.21 2 story f / wood -' framed •/ house • Tem or1 .ecpS■ Silt Fence 4 Tern or1/%� Ent nce Pro used 4" PVC Side Sewer cro4sing must be 18 "below the waterline 1" Poly pipe 200 psi 2:1 4' for Key blo wall 1 0 / � I ■ 1 1 3'• kaistin 1 1 4. alt Pavement! / :•; ` ,i' %i;� m: r. •rte � tit n p 1� ( ' M 1. . )�, 1' ("xi 1p6. Zoe)‹ 15 �i1 • .Sa] -: •!•r• %'i•..� + f /ice � .� .::- , .,.l; ;r% •;, '-'� J` %'V r• /f. . if.... - /f.: <. 104 L; :.-i.•_:.1.:1L.ti'11•r.ii1`'�'`• �_ i:f..�r`.•: :%/liilr?:451;3 1.. : :%f!:;�i!� %irk `:. 0 11�.:. = TSif�:13 TEL OHr% ;��f: ;%.,� TEL i/ ii !�'' A rf SE CORNER CONC. R E , WALL 0.4'E OF UNE -' NE CORNER 8' WIDE MASONRY RETAINING WALL 1.5'E OF UNE E FACE 8' ME MASONRY RETAINING WALL 1.6'E OF CfRNER l • :17; rHEOGE ROW N 4'tE OF LINE 45.00' . 126TH STREET b S89'17'39 "E 250.70' (ALDER STREET') 83 +10, 245 LT 220.00' 99.05' —N '10" :o 100.40' A • 14 St. END 6' ChAItut, FENCE 1.9'NE'LY OF LINE 1� �F 4 MEMO =OM E. LINE, W. 100.4' TRACT 33 100'x, �0 L1 �3k 41 50o 9 "O N 11 S00'44'37'W 11.59' S89'17''E- 16" 439.12' 14 • .r. ' 12' NW END 6' CHAINLINK FENCE 3.0'NF'1 '' nc I IAIC 1 • CENTERUNE, 40' EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBUTION FOR CITY of SEATTLE REC. NO. 7905111015 T11G • • UNE .0' 'WV .0' D4 '48'22 if MOO rm E IAA RICE w SEE SHEET 5 1 +00 _:.. - ' #x•'39', : ASPI 0 cr CONSTRUCTED RCW CL FIRE TRUCK —AROUND I�. ER—HEAD (SEE SHEET 5)i EXISTING FIRE UT1UTY POLES 10 8E RELOCATED BEHIND WAU( 04; HORIZONTAL SCALE 0,0 leggladiALAL.wiegagen 1 0111 —OHEAMWTELE -0HE- SEE DETAIL 1 THIS SHEET R =25.00 1=39.12 • X89'39'16' 39' PROPOSED • 5 SIDEWALK VERTICAL CURB R— (SEE SHEET 5) 5' WATER . . EASEMENT. (PRIVATE 10' STORM EASEMENT (PRIVATE) 62 20 - 62.20' vim„ " ! s. . e - - _CT INFORMATION SIDEWALK EASEMENT 89 SF (PUBLIC) Ir. N.*An, ....•... •a.a..... ..... • w ..._ . .. .. ._....- .•..... 17w0SsIG3