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Permit PL14-0019 - ORCAS HOMES - SHORT PLAT
ORCAS HOMES SHORT PLAT 4337 5 160 ST PL14-0019 L14-0028 SHORT PLAT City of Tukwila DOper;ment of Community Development :6300 Soitthccnter Boulevard, Tukwila, WA 98188 Telephone.(206) 431-3670 FAX (206) 431-3665 E-mail: tUjtplan@tukwila.wa.us SHORT PLAT NUMBER L14-0028 • ..-DECLARATION,-- Know all teen by these present Met we, the.undersigned, :pwner(s) in fee simple of the land herein,described do hereby make a short tUbdivision thereof pursuant to K9)1 .58.17.060 and acknowledge that said sjlbdivision shill not be further dividedin any mannerr)thin "a period of five -years, front' date of record, without tfie filing of a final plat. The undersigned further declare this short plat to be the graphic representatlon of said short subdivlslon.: and the same is made.with the free c insent anain accotdance with Utedesile of the owner(s). • In witness whereoe have set per hands and seats: Name:®Atcd.-'f..Wamq: Name: Name: STATE OF WASHINGTON County of King �l x- I <� On this day personally appeared before me I` ' 7A1 • to me known to be the individual who executed the within and foregoing instrument.and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. -iT,,� GIVEN under my hand and official seal this day of V ✓i•de 20 /4 �((J Name as commissionetk• .tottruri' V' Title: N . 2K ORCAS 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST J"wamlellpy PpA-! Signature: da. ,05 V44;14 O4;14 ry� 04, rrWrrl,VooV e .EGD' % 1' 1 FnAI 12F CP1PIL9N IOLDI THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M.,DISTANT NORTH 89'5910' WEST. 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 009550" EAST 305.40 FEET, THENCE NORTH 89'59'10" WEST 150 FEET; THENCE NORTH 00°15'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27: THENCE ALONG SAID NORTH LINE SOUTH 89°59'10' EAST TO 71-15 POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION; BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT: THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00.33.20W, 175.40 FEET; THENCE N89°10'00'W, 25.00 FEET; THENCE N00"33'20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET THENCE N89 -10001N, 105.10 FEET: THENCE N00'33'20"E. 24.00 FEET; THENCE 589'10'00'E, 104.90 FEET: THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00'3320'E. 56.30 FEET; THENCE N14.48'05'W, 41.54 FEET. TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN $89'10'00"E, 36 00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12-034; (ALSO KNOWN AS LOT 1 OF CITY OF.TUKWILA SHORT PLAT NUMBER L12-034, AS • • . RECORDED UNDER RECORDING NUMBER 29140422900002. RECORDS OF KING ' COUNTY. WASHINGTON.) My appointnWM expires: i vvVr - . Zof'b STATE OF WASHINGTON County of King On this day personally appeared before m6• to me known to be the individual who executed the within and foregoing instrument and acknowledged that he/she signed.the same as his/her voluntary -act and deed, for the uses and purposes therein mentioned: GIVEN under my hand and official soli -this- day of.-. • 'Signature: • Name as tommissiened Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE 1 Thomas N. Woldendorp, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this Chairperson dayf \. J 20 �� A.C� rt Subdivision Committee SURVEY IN NW 1/4 OF NE 1/4 OF SECTION 27 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RFC ORD (" FRT IFICATE 15111111111111111 20140708900001 PHAN, HAN 5Pn 143.00 PAGE -081 OF 002 VOL 312 PG 033 07/08/2014 09:42 KING COUNTY, UB •.:.-APPROVALS : KING C0t/NTY FINANCE DIVISION I certify thatiffi. ptoparty taxes are paid and tl)at/a deposit '-' has beery madelgsuffidient amount to pay the taxes for the foUoliring year; theffiere are no / . delinquent special as', menti.certif'red to this office for collection; and thatell special assessments on any of the property h0rein dediFeted as Ztr Tats, alleys; or foy,other public. gee are paid Iniull, N,• This`. j day of \ As 44 • .arm A13erg County -Treasurer „County Treasurer • KING COUNTY ASSESSOR'S APPROVAL Deputy Kitig • Examined and approved by the Department of Assessments:' this day of �,Ju c.ti1 King County Assessor Parcel Number(s): 537980-0040 Deputy Assessor Deputy OWNER(S): ORCAS HOMES, LLC ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 LEGA °RESCWPTIONI . LOTL' :• . THE NORTH 120.40 FEET OF 711E FOLLOWING DESCRIBED PARCEL: • 5FcGINNNG ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST; W.M.,DISTANT NORTH 89'09'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID ...............SECTION 27;• -. • . THENCE SO11i'H 00'15'50' EAST 305.40 Fr a I; THENCE NORTH 89t5y'10" WEST 150 FEET; THENCE NORTH 0015'50' WESTS05.40 FEET TO THE NORTH [1,96 OF SAID • SECT104S7; THENCE OLONG SAID NGR7}I LINE SOUTH 59°59'10' EAST TOTHE 60197.06 BEGINNING',' EXCEPT THE NORTN'30 FEET THEREOF FOR ROA)) PURPOSES; EXCEPT TFIE, WEST 56.00 FEET.7'NEREOF; ....• •: ••........... :: • }SUBJECT TOAND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UFILITY •. EASEMENT.GVER THE FOLLOWING DESSRIBED PORTION: BEGINNING -AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORTIV.AT: - THENCE,'ALONG THE:BAST BOUND(IRY OF SA10I"O'r 1, S00°33'20'8,'175.40 FEEY; THENCE N89'10'00'W.45.00 FEET; THENCE NO0'3320"E, 15.10 FEE': THENCE.,-' ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS )5F 20.00 FEST, AN ARC LENGTH OF 31.32 FEET; THENCE N89.10-00111/. 105.10 FEET; THENCE' NO0'33'20E. 24.00 FEET; THENCE a80t10'00"E., jG4.90 FEET;.THENCE ALONG A TANGENTIAL. CURVE TO THE LEFT HAVING 4'RADIUS OF 2(0.00 FEET;AN ARC LENGTH OF 31.51 FEET; THENCE NO0'33204E-56,30 FEET; THENCE4114'48'05'W, : 41.54 FEET, TO THE SOUTH MARGIN OF 5 1601-11STT; THENCE. ALONG SAID.' SOUTH MARGIN S89'10'00"E. 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TOA PEDESTRIAN EASEMENT OVER THE WEST 7.0948E7 OF THE NORTH 116.67 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 14.0028; (ALSO KNOWN AS A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12-034. AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY. WASHINGTON.) 1.0111 THE WEST 56.00 FEET OF THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; ':.THENCE SOUTH 00"15'50' EAST 305.40 FEET; THENCE NORTH 89'5910" WEST 150 FEET: THENCE NORTH 00'15'50" WEST 305.40 FEET 70 THE NORTH LINE OF SAID SECTION 27: THENCE ALONG SAID NORTH LINE SOUTH 89'59'10" EAST TO THE POINTOF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; ,SUBJECT TO Ai4b'TOGETHER WITH A-PRNATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTON: BEGINNING AT'TRE NORTHEAST CORNERDP 107) 0F•TH)S SHORT PLAT; THENC6,:ALONG THE EAST BOUNDARY OF SAID LOT 1, S00'3320"W, 175.40 FEET; • THENCE N89"10'00"W.25.00 FEET; THENCE N00"3320'E, 15.10F,EET; THENCE ALONG A TANGENTIAL CURVE TO THEJ.EFT HAVING A RADIU$'OF 20.00 FEET, AN ARC LENGTH OF 31'O2 FEET; THENCE N88'T0'00"W. 105.10 FEET; THENCE NO0'3320'E. 24.00FEET; THENCE'S8910'00'E; 104.90 FEET; THENCE ALONG e.....,. : .'.TANGENTIAL CURVE TO THE {_EFT HAVING &RADIUS OF 20:00 FEET, 7y1ARC LENGTH OF 3L51 FEET; THENCE N00'3324E, 56.30 FEETpYHENCE.8114.48'05"W, 41.54 FEET,J0 THE SOUTJ4 'MARGIN OF S•)60T6 STREET; THENCE- ALONG SAID _ . SOUTH MARGIN 089°109176, 36.00 FEE TO THE POI)•Lr OF BEGINNING. TOGETHER WITH A PEDESTRIAN EASEMENT OVER THE'NEST 7.00 FEET OFTHE.. NORTH i 16:67 FEE'(OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 14-0028; ' (ALSO KNOWN AS A PORTION'OFLOT 1 OFCITY OF;NKWILA SHOAT PLAT NUMBER 112-034, AS RECORDED UNDERRECORDING NUMBER 201'40422903802, RECORDS OF KING COUNTY, WASHINGTON.) . VOLUME,/2 PAGE 033 Site Surveying, .Inc. www.sitesurveymappirg.com 21923 Nil ittiSBoet Samnarnish. Wo 98074. Vhone: 425.2884412 JOB NUMBBB CHECKED BY TNW SCALE _30' OF ...• r. City of Tukwila Department of Community Development .4300 Sotithtenter Boulevard, Tukwila, WA 98188 Telephone /206)431-3670 FAX (206) 431-3665 E-mail: tykplan©tukwila.wa.us SHQRT PLAT NUMBER L14-0028 r.r. r r 1' • FOUND.DRASS .• bISK V.Vi•PUNCH IN MONUMENT CASE ORCAS 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST N89.100p1W fE1AgIbdFIETEARIX' SDEED N8959'1 • S. 160TH STREET ,••• a - LOT2 8 •.0,742 5Q. FT4: z (6,508 SQ. FT)TIET) Z 150.00:'. N89°1000°1/%1 ... -1---, ...:,. ,, ,...r . . ..,..;:.1 ...(6,910 8..P1' NET) 11 _..E STORY • ...- HOUSE : gtI1 1 .(TO REMAIN) .•:• . . ... --:- 43)•7:s 160TH STREET ),... _/0'0.931. _ . _ ..../ ..:.f... —— N89°1 150.00''00"VV9-400' • 'I '000 ITE • VICINITY MAP I • 20' Bak' ' • tOT 1 24' ACCF_SS/UTILITY EASEMENT PER AF#: 20140612000405 _ J I 2156 10' "-........ •• • ..: " •..' ..' PRP/ATE INGRESS.iGRESA..P.ELIEPRIARAIIIILIIIESSOEMENT!ARITENARCE.... .-...7 • : :: ' ...' ' ' . . . . • .' . • . ' . . . • . • i i A_GREEMENT . . .. • • THIS SHORT PLAT CONTAINS AN EASON ENTF9R INCRESS, EGRESS. PEDESTRIAN AND UTILITIES FOR THE BENEFIT OF THE OWNERS Or•LOTS 1 AND2 OF TI -IIS SHORT PLAT OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT INCLUDES ALI EOUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASMENT AND THE .." CONSTRUCTION. MAINTENANCE. REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. OWNER(S): ORCAS HOMES, LLC ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 • . : • • GRAI,HIC SCALe. 1INCH =.-Ja FT. „„. VOLUME 3/2 PAGE 6)31 FOUND BRASS DISK WI PUNCH IN MONUMENT CASE TOTAL LOT SIZE 18,060 SQUARE FEET AVERAGE LOT WIDTHS' LOT 1 = 62.00 FEET LOT 2 = 57.00 FEET ONE STORY HOUSE TO REMAIN SUBDIVISIOKNOTES 1. THE FUTURE HOME ON LOT 2 SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. FUTURE DEVELOPMENT INCLUDING HOMES IS .SUBJECT TO THE RECOMMENDATIONS OF THE .GEOTECHNICAL REPORT PREPARED BY AGES, LLC ON JANUARY 6, 2014. n 30 09-90110/1 104.90' 24' ACCESS/UTIUTY EASEMENT 105.10' N89'10130"W A311).:13: 0490-18'40" N89.10'00'W R=20.00' EAtEMENT DETAIL Site Surveying, Inc. swAy sttesurverneppIng.com 21923 NE iI,eW, Sammorakih, We 98074. Phone: 425.29E4412 po).$2 LJL. 25.00' Z N8.9'710 -50-W ........ • DRAWN BY EFJ DATE 04-241101A •JOB NUMBBEf • •: 14.201.*: • CHECKED BY TNW SCALE = 30' SHEET Z • .•:". 2 June 3, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Han Phan, P.E. 5130 S. 166th Lane SeaTac, WA 98188 NOTICE OF DECISION RE: Orcas Homes Short Plat L14-0028, 4337 S. 160th Street Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (Tukwila file number L14-0028), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the 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; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 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. PRELIMINARY APPROVAL CONDITIONS 1. Add short plat file number L14-0028 to all sheets of the short plat survey. Verify legal descriptions and wording. See red -lined portion of sheet 1 of 2 for corrections — enclosed. 2. The Pedestrian Walkway Easement and Maintenance agreement (Recording #20140221000022) must be amended or replaced to include the new Lot 2 of short plat L14- 0028. This includes revising the note found on page 2 of short plat L12-034; revising the stand alone recorded easement; and, adding a note about the easement and agreement to L14 - CL Page 1 of 4 H:\\L4-0028 Orcas Homes Preliminary SP Approval NOD 05/30/2014 5:01 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 L14-0028 Orcas Homes Short Plat Preliminary Short Plat Approval -Notice of Decision June 3, 2014 0022. Please consult with your attorney to develop the appropriate language/approach to accomplish this condition. 3. The Private Ingress/Egress and Utilities Easement and Maintenance Agreement (Recording #20140221000021) must be amended or replaced to include the new Lot 2 of short plat L14- 0028. This includes revising the note found on page 2 of short plat L12-034; revising the stand alone recorded easement; and, adding a note about the easement and agreement to L14- 002 Please consult with your attorney to develop the appropriate language/approach to accomplish this condition. 4. Include the subdivision notes found on sheet 2 of short plat L12-034 on this short plat. 5. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L14-0028. (See enclosed.) 6. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: a. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. b. Existing and proposed legal descriptions for the new lot. c. Separate easement document with legal descriptions for any common access/utility infrastructure. d. Redlined changes as indicated on Sheets 1, 2, and 3 of the short plat survey. APPEALS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/02/2012). 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. CL Page 2 of 4 05/30/2014 5:01 PM H:\L14-0028 Orcas Homes Preliminary SP Approval -NOD L14-0028 Orcas Homes Short Plat Preliminary Short Plat Approval -Notice of Decision June 3, 2014 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, you will be asked to obtain the signature of the owner, and land surveyor on the face of a clean copy of the Short Plat. The Chair of the Short Subdivision Committee will then sign 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 June 3, 2015, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat CL Page 3 of 4 05/30/2014 5:01 PM H:\L14-0028 Orcas Homes Preliminary SP Approval -NOD L14-0028 Orcas Homes Short Plat Preliminary Short Plat Approval -Notice of Decision June 3, 2014 documents with the King County Department of Records. Do not fold the short plat, but rather roll up the document to take to the Recorder' s office. 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 a copy of the recorded documents is provided to the Department of Community Development. 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. 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. Please note for future reference : 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. If you have any questions about the short plat, please direct them to the project planner, Carol Lumb, at (206) 431-3661 or Carol.Lumb@TukwilaWA.gov. Sincerely, Chair, Short Subdivision Committee cc: Bob Giberson, Public Works irector Chris Flores, Acting Fire Chief King County Assessor, Accounting Division Department of Ecology, SEPA Division CL Page 4 of 4 H:\L14-0028 Orcas Homes Preliminary Short Plat Approval -NOD (please initial your approval) (please initial your approval) 05/30/2014 5:01 PM LEGAL DESCRIPTION (OLD) THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89°59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 0015'50" EAST 305.40FEET; THENCE NORTH 89°59'10" WEST 150 FEET; THENCE NORTH 0015'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89°59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00°33'20"W, 175.40 FEET; THENCE N89°10'00"W, 25.00 FEET; THENCE N00°33'20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89°10'00"W, 105.10 FEET; THENCE N00°3320"E, 24.00 FEET; THENCE S89°10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31:5.1 FEET; THENCE N00°33'20"E, 56.30 FEET; THENCE N14°48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89°10'00"E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.87 FEET OF LOT 1 OF THIS SHORT PLAT; (ALSO KNOWN AS LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBE L12-034 AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORD OF (NG COUNTY, WASHINGTON.) LEGAL DESCRIPTION (NEW) 1.511 .11 THE NORTH 120.40 FEET OF THE. FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89°59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00°15'50" EAST 305.40 FEET; THENCE NORTH 89°59'10" WEST 150 FEET; THENCE NORTH 0015'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27;. THENCE ALONG SAID NORTH LINE SOUTH 89°59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; EXCEPT THE WEST 56.00 FEET THEREOF; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS,. EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PIAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00°33'20"W, 175.40 FEET; THENCE N89°10'00"W, 25.00 FEET; THENCE N00°33'20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89"10'00"W, 105.10 FEET; THENCE N00°33'20"E, 24.00 FEET; THENCE S89"10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00°33'20"E, 56.30 FEET; THENCE N14°48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89°10'00"E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT; (ALSO KNO RTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12-034, AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY, WASHINGTON.) LOT2: THE WEST 56.00 FEET OF THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89°59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00°15'50" EAST 305.40 FEET; THENCE NORTH 89°59'10" WEST 150 FEET; THENCE NORTH 00°15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89°59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00°33'20"W, 175.40 FEET; THENCE N89"10'00"W, 25.00 FEET; THENCE NOO°33:20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89°10'00'W, 105.10 FEET; THENCE N00°33'20"E, 24.00 FEET; THENCE S89°10'00"E, 104:90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00°33'20"E, 56.30 FEET; THENCE N14°48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89°10'00°"6.00 FEET TO THE POINT OF BEGINNING. loGe.frwlet W t*t FURTHER 8WB JECTXOEA PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT; (ALSO KNOWN AS A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12-034, AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY, WASHINGTON.) • S. 160TH STREET 150.00' N89° 10'00"W wl ° riIo MO ° 0 z w✓ N M O O z �t 56.00' 20' BSBL cntrl LOT 2 (6,742 SQ. FT) (6,518 SQ. FT NET) O N 10'BSBL i 56i.06'- !j, w O M M b 0 z 94.00' 20' BSBL LOT 1 (11,317 SQ. FT) (6,910 SQ. FT NET) ONE STORY HOUSE (TO REMAIN) 4337 S 160TH STREET 10'BSBL / 7 150.00' N89° 10'00"W 044 A 94.00' 24' ACCESS/UTILITY EASEMENT PER LA.....F4t: 20140221000021 PRIVATE INGRJESS. EGRESS, PEDESTRIAN UTILITIES EASEMENT MAINTENANCE AGREEMENT THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS, PEDESTRIAN AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. LEGAL DESCRIPTION (OLD) BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89°59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00°15'50" EAST 305.40 FEET; THENCE NORTH 89°59'10" WEST 150 FEET; THENCE NORTH 00°15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89°59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON Ela htmn, ddtir BIF� Art ( Southcentei g St' , - �s a — 4 z ( Q' si' '' _ Y tiv film Hotclsr: 167th sr,' 1 tiles Ln r # Beatlk Ab1wrt,; E;11, 0 0 50.00' LOT 4 (7,750 SQ. FT) (6,750 SQ. FT NET) 4339 S 160TH STREET 10' BSBL 50.00' 1 L1= Hi=ry i1/4ur un ur SD'OWD 23 N RT ,9 = .NGE4E ST GRAPHIC SCALE TOTAL LOT SIZE 41,309 SQUARE FEET AVERAGE LOT WIDTHS: LOT 1 =120.40 FEET LOT 2 = 50.00 FEET LOT 3 = 50.00 FEET LOT 4 = 50.00 FEET FOUND BRASS DISK W/ PUNCH IN MONUMENT CASE ONE STORY HOUSE TO REMAIN SUBDIVISION NOTES L ik., a,,. L. r 1..AI:CFUTURE HOME SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. I5 2. FUTURE DEVELOPMENT INCLUDING HOMES ARE SUBJECT TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY AGES, LLC ON JANUARY 6, 2014. n N89°10'00"W 36.00' • After recording please return to: PL/1 -id i e7 A AJ '�J , 3410 M / I''/ Avg. S . StE 1,04 (41y 11111 1111111 111111111 20140612000405 FLANIGAN AMND 76.00 PAGE -001 OF 005 06/12/2014 12:01 KING COUNTY, UA AMENDED AND RESTATED PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT City of Tukwila Short Plat No. L14-0028 Grantor: Grantee: Grantor legal description: 14e �' - - ti201 D1'z 1 Orcas Homes, LLC (owner of Lots 1 and 2 - city of Tukwila Short Plat No. L14-0028, owner of Lots 2, 3 and 4, city of Tukwila Short Plat No. L12-034) Orcas Homes, LLC (owner of Lots 1 and 2 - city of Tukwila Short Plat No. L14-0028, owner of Lots 2, 3 and 4, city of Tukwila Short Plat No. L12-034) Lot 1 of city of Tukwila Short Plat No. L14-0028 Commonly known as 4337 South 160"' Street, hereinafter referred to as Lot 1. Assessor's tax parcel number: 5379800040 Lot 2 of city of Tukwila Short Plat No. L14-0028 Commonly described as 4237 South 160°i Street, hereinafter referred to as Lot 2. Has not been assigned a new tax parcel number yet. Lot 2 of city of Tukwila Short Plat No. L12-034 Commonly described as 4243 South 160" Street, hereinafter referred to as Lot 2. Assessor's tax parcel number: 5379800042 Lot 3 of city of Tukwila Short Plat No. L12-034 Commonly described as 4241 South 160'" Street, hereinafter referred to as Lot 3. Assessor's tax parcel number: 5379800044 Lot 4 of city of Tukwila Short Plat No. L12-034 Commonly described as 4239 South 160'" Street, hereinafter referred to as Lot 4. Assessor's tax parcel number: 5379800046 AMENDED AND RESTATED PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT - 1 Grantee legal description: Lot 1 of city of Tukwila Short Plat No. L14-0028 Commonly known as 4337 South 160th Street, hereinafter referred to as Lot 1. Assessor's tax parcel number: 5379800040 Lot 2 of city of Tukwila Short Plat No. L14-0028 Commonly described as 4237 South 160''' Street, hereinafter referred to as Lot 2. Has not been assigned a new tax parcel number yet. Lot 2 of city of Tukwila Short Plat No. L12-034 Commonly described as 4243 South 160th Street, hereinafter referred to as Lot 2. Assessor's tax parcel number: 5379800042 Lot 3 of city of Tukwila Short Plat No. L12-034 Commonly described as 4241 South 160"' Street, hereinafter referred to as Lot 3 of Short Plat No. L12-034 Assessor's tax parcel number: 5379800044 Lot 4 of city of Tukwila Short Plat No. L12-034 Commonly described as 4239 South 160th Street, hereinafter referred to as Lot 4 of Short Plat No. L12-034 Assessor's tax parcel number: 5379800046 THIS AMENDED AND RESTATED EASEMENT AGREEMENT for private ingress/egress and utilities easement and maintenance agreement entered into the undersigned day by ORCAS HOMES, LLC, a Washington limited liability company, both as grantor and grantee. This easement agreement for private ingress/egress and utilities easement and maintenance agreement hereby amends and replaces the agreement for private ingress/egress and utilities easement and maintenance agreement entered into by grantor and grantee pursuant to city of Tukwila Short Plat No. L12-034, recorded with Department of Records & Elections for King County, recording number 20140221000021. 1. Description of easement for private ingress/egress and utilities easement and maintenance agreement. This easement for private ingress/egress and utilities easement and maintenance agreement hereby benefits and burdens lots 1 and 2 of Short Plat No. L14-0028, lots 2, 3 and 4 of Short Plat No. L12-034. The general description of the easement is that it is approximately 24 feet wide running from west to east and approximately 150 feet in length, primarily impacting lots 2, 3 and 4 of Short Plat No. L 12- 034, and extending along the east boundaries of a portion of lot 2 of Short Plat No. L12-034 and all of lot 1 approximately 25 feet wide and legally described as follows: Ingress/egress and utilities easement over a portion of lots 2, 3 and 4 of city of Tukwila Short Plat No. L12-034 and lots 1 and 2 of city of Tukwila Short Plat No. L14-0028. AMENDED AND RESTATED PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT - 2 Legal description of ingress/egress and utilities easement area: Beginning at the northeast corner of Lot 1 of this short plat; thence, along the east boundary of said Lot 1, S00°33'20"W, 175.40 feet; thence N 89°10'00"W, 25.00 feet; thence N00°33'20"E, 15.10 feet; thence along a tangential curve to the left having a radius of 20.00 feet, an arc length of 31.32 feet; thence N89°10'00"W, 105.10 feet; thence N00°33'20"E, 24.00 feet; thence S89°10'00"E, 104.90 feet; thence along a tangential curve to the left having a radius of 20.00 feet, an arc length of 31.51 feet; thence N00°33'20"E, 56.30 feet; thence N14°48'05"W, 41.54 feet, to the south margin of S 160' Street; thence, along said south margin S89°10'00"E, 36.00 feet to the point of beginning. Attached hereto and incorporated herein as Exhibit A, is a map identifying the access/utility easement. 2. Use of easement area. This easement is for the sole purpose of the construction, use and maintenance of an ingress/egress and utilities easement. The grantor/grantee shall install any improvements in said ingress/egress and utilities easement at their sole cost and expense and shall continue to maintain and shall continue to bear all costs of repair and maintenance, or repair of said ingress/egress and utilities easement. 3. Third party rights. The easement area and any of its improvements are for the sole use and benefit of the grantors/grantees, and no party or owner shall grant rights of any kind whatsoever concerning the easement without the prior written consent of the other owners. The area shall be maintained in perpetuity in order to allow free and reasonable passage for ingress, egress and utilities as may be reasonable or necessary so that all parties may enjoy the full and free use of the easement area as set forth above. 4. Compliance with government mandates. Grantor/grantee shall at all times exercise the rights herein in accordance with the requirements of all applicable statutes, ordinances, rules, and regulations of any public authority having jurisdiction. 5. Runs with the land. The easement rights granted under this agreement shall run with the land and shall be binding upon and inure to the benefit of the grantor/grantee, their heirs, successors and assigns. 6. Easement rights. The easement rights granted herein shall also not be merged or lost on account of common ownership of the properties governed by this easement agreement. This easement and agreement may be amended only with the written agreement of the grantor/grantee herein, their heirs and/or assigns. 7. Law governing. This easement shall be governed by and construed in accordance with the laws of the State of Washington. 8. Severability. If any term or provision of this easement shall be invalid or unenforceable, the remainder of the easement rights granted herein not affected thereby shall be valid and enforced as written to the fullest extent permitted by law. AMENDED AND RESTATED PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT - 3 Dated this // day of June, 2014. GRANTOR/GRANTEE ORCAS HOMES, LLC obert D .tnbabin, Sr., managing member State of Washington ss County of King ) On this J( day of >JE , 2014, before me, the undersigned, a Notary Public in and for the state of Washington, duly commissioned and sworn, personally appeared Robert Dunbabin, Sr. to me known to be the managing member of Orcas Homes, LLC, the limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed is the corporate seal of said limited liability company. Witness my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC in and for the st .te of Washington, residing at: ea 1N/' My commission expires: t ! /L�'/ Zd/ to AMENDED AND RESTATED PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT - 4 ., EXHL •> IT A S. 160TH STREET N89' 10`00°W 56.00' $1 LOT 2 a Vr^ (la,000 SQ. Fp (14,70 SQ. FT NEV) 4237 S 160TH STREET 150.00' L REG. NO. 201 0221000022 ! I ONE STORY f HOUSE (T0 REMMN) f 50.00' q LOT4 (7,750 SQ. FT) (6,750 SQ. FT NEI) 4239 S 160TH STREET ig 10' 858f. 50.00' M 8 50.00' 24' a ocESS/0'MM EASEMENT REC. NO. 20140221000021 50.00' LOT 3 (7,750 SQ. FT) (6,750 5Q. FT NET) 4241 5 160TH STREET 10:ESt3L 50.00' ��(( N89.10'U0'W LOT 2 (7,750SQ.Fr) (5,790 SQ. FT NET) 4243 S 160TH STREET 10'BSffi 50.0 r-� City"bf Tukwila Department of Community Development MEMORANDUM To: Bob Giberson, via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Orcas Homes 2Short Plat, 4337 S. 160th Street; Tukwila Date: June 18, 2014 File: L14-028 Jim Haggerton, Mayor Jack Pace, Director The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores Approved by Bob Giberson Approved by Richard Takechi -e6 CPL H:'L14-0028 Orcas Homes\L12--0028 2 SP- Final SP-memo.doc (initials) (initials) (initials) Page 1 of 1 06/18/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City orf Tukwila Department of Community Development MEMORANDUM To: Bob Giberson, via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Orcas Homes 2Short Plat, 4337 S. 160th Street; Tukwila Date: June 18, 2014 File: L14-028 Jim Haggerton, Mayor Jack Pace, Director The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Florr C5" (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (initials) CPL H:\L14-0028 Orcas Homes\L12--0028 2 SP- Final SP-memo.doc Page 1 of 1 06/26/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development MEMORANDUM To: Bob Giberson, via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Orcas Homes 2Short Plat, 4337 S. 160th Street; Tukwila Date: June 18, 2014 File: L14-028 Jack Pace, Director JU,"„ 19 2014 1Y JF ' JK\MLA k___._"INANCE DEPT The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi -5r (initials) CPL H:\L14-0028 Orcas Homes\L12--0028 2 SP- Final SP-memo.doc Page 1 of 1 06/18/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 4313665 E-malllukRianaulnyllamaiis SHORT PLAT NUMBER L14-0028 DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and In accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: CAC-da.441w4ii Name: Name: STATE OF WASHINGTON County of King On thls day personally appeared before me Prima (2,41=/A to me known to be the individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 64 day of d1 .20 14 Signature: Name as commissioned:-Yw- Title: I "d My appointment expires: i vW • Z/ 7.6frb STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned: Title. My appointment expires: LAND SURVEYOR'S CERTIFICATE I Thomas N. Woldendorp, registered as a land surveyor :.y the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the d:stances, courses and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day �f _ .. L 20r Chairperson. JS¢drt Subdivision Committee APPROVALS ORCAS 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST KING COUNTY FINANCE DIVISION 1 certify that all property taxes are pail and that a deposit has been made In sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments un any of the property herein d.9dicated as streets, alleys, cr for other public use are paid in full. This day of 20 King County Treasurer ' Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this d 7/1' �/ day of 'v�c ,2�1 r . r/S�LC/HyQPrfr�h king County Assessor Deputy Assessor Parcel Number(s): 537980-0040 FnAI DESCRIPTION TOL% THE NORTH 120.40 FEET OF THE FOU .OWING DESCRIBED PARCEL BEGINNING ON THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, WJA,DISTANT NORTH 89'5710 WEST. 2155.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 001550' EAST 305.40 FEET; THENCE NORTH 89'5710' WEST 160 FEET; THENCE NORTH 00'15'60' WEST 305.40 FEET TO THE NORTH UNE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 8E59117 EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 90 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER Wm1 A PRIVATE INGRESS. EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG 711E EAST BOUNDARY OF SAID LOT 1, 500.3320'W.176.40 FEET; THENCE N88'1000W, 25.00 FEET; THENCE N00'33'20'E. 16.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N80'10'00'W, 105.10 FEET; THENCE N00'3320E, 24.00 FEET; THENCE S89'1000E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO 1140 LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00'3320'E, 56.30 FEET; THENCE N14'48'06'W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE. ALONG SAID SOUTH MARGIN SB9'10'O7E, 36.00 FEET TO THE POOR OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 03.40 PEET OF THE NORTH 116.87 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12434; (ALSO 10401N AS LOT 1 OF CITY OF TUKWILA SNORT PLAT NUMBER 1.12-034, AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY. WASHINGTON.) I EGA1 DESCRIP'ION gLEWI LOT11 THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING ON THE NORTH UNE OF SECTION 27, TOWNSHIP 29 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'5010' WEST, 2150.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'60' EAST 305.40 FEET; THENCE NORTH 89'5710' WEST 150 FEET; THENCE NORTH 00'16'60' WEST 305.40 FEET TO THE NORTH UNE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 89'5110' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; EXCEPT THE WEST 5600 FEET THEREOF; SUBJECT TO AND TOGETHER WM A PRIVATE INGRESS. EGRESS AND UTIUTY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE. ALONG THE EAST BOUNDARY OF SAID LOT 1.300'33'201N,176.40 FEET; THENCE N8E10110'W, 25.00 FEET THENCE N00'3320E,15.10 FEET: THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET. AN ARC LENGTH OF 91.32 FEET; THENCE N89•10'0014/, 105.10 FEET; THENCE N00.3320•E, 24.00 FEET; THENCE S89•MO00'E. 104.00 FEET: THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET THENCE N00'3320'E. 56.30 FEET; THENCE N14'48'06'W. 41.54 FEET, TO THE SOUTH MARGIN OF S 160T11 STREET; THENCE. ALONG SATO SOUTH MARGIN 389'1oV0-E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE WEST 7.00 FEET OF THE NORTH 11667 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER . 14-0028; (ALSO KNOWN AS A PORTION OF LAT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12.034, AS RECORDED UNDER RECORDING NUMBER 20140422800002, RECORDS OF KING COUNTY, WASHINGTON.). Unit THE WEST 68.00 FEET OF THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'5910' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27: THENCE SOUTH 0016'60' EAST 305.40 FEET; THENCE NORTH 875710. WEST 150 FEET; THENCE NORTH 00'15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SMD NORTH UNE SOUTH 89'69'10 EAST TO 11;E POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TOAND TOGETHER WITH A PRIVATE INGRESS. EGRESS AND tmu Y EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1. S00.3320'W. 175.40 FEET; THENCE N89'10'00W, 25.00 FEET: THENCE N00'332('E. 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 91.32 FEET; THENCE N8910'001V, 105.10 FEET; THENCE N00'3320•E, 24.00 FEET; THENCE S89.10'00'E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET. AN ARC LENGTH OF 31.51 FEET; THENCE N00'33'20'E, 56.30 FEET; THENCE N14.48'07W, 4154 FEET, TO THE SOUTH MARGIN OF S 160711 STREET: THENCE, ALONG SAID SOUTH MARGIN S8710'O0•E, 36.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PEDESTRIAN EASEMENT OVER THE WEST 7.00 FEET OF THE NORTH 118.67 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 14-0028; (ALSO KNOWN AS A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 1.12434. AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY, WASHINGTON.) • VOLUME )AGE 033 SURVEY IN NW 114 OF NE 1/4 OF SECTION 27 T. 23 N.A. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE CONFORMS COPY 20140708900001 PHAN, HAN SAM 143.00 PAGE -001 OF 002 07/08/2014 09:42 OWNER(S): ORCAS HOMES, LLC 0 ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 5 VOL Site Surveying, Inc. www. urveymappNg.aom 21023 NE 11th StnN, SrmrrN4h, We 98074 Phone: 42619134412 DRAWN BY EFJ DATE 04-24-2014 JOB NUMBER 14-201 CHECKED BY SCALE 1* SO' SHEET 1 OF 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mail SHORT PLAT NUMBER L14-0028 Q \FOUND BRASS DISK W/ PUNCH IN MONUMENT CASE A NE lou F'‘ tstiTiE NE'Y..M �cM Jr; 13 17th NE Yr 12N9 is :...... NE fu'I>MU F`4 bac:. Ne,f,em Parang VICINITY MAP ORCAS 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST 2696.77 N69•10'00'W (BASIS DF BEARINGS) (DEED N89'59'10w) ole g� S. 160TH STREET 58.00' LOT 2 (6,742 SQ. FT) (6,518 SQ. FT NET) 0 Z 1[✓BSB1_ j — ---BOO—— 150.00' N89'10'00'W 94.00' LOT 1 (11,317 SQ. FT) (6,910 SQ. FT NET) ONE STORY HOUSE (TO REMAIN) 4337 S 1601)1 STREET 94.00' 2156.10' Fig z 0 N 150.00' N89'10'00'W 24' A0CES5/U17L1TY FASE14Et4T Pet I. APs: 20140612000405 F 8 4� z 4.T pRNATE INGRESS, EGOES! PEDFSTRIAN i UTILITIES EASEMENT MAINTENANCE AGREEMENT THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS, PEDESTRIAN AND UTIUTIE6 FOR THE BENEFIT OF THE OWNEF'I OF LOTS 1 AND 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDMDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE. REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. A GRAPHIC SCALE .2 X0 30 1INCH = 30 FT. Ng zL VOLUME 3 /2 PAGE 0,34 FOUND BRASS DISK WI PUNCH IN MONUMENT CASE TOTAL LOT S¢E 18,060 SQUARE FEET AVERAGE LOT WIDTHS. LOT 1 = 62.00 FEET LOT 2 = 57.00 FEET ONE STORY HOUSE TO REMAIN SUBDIVISION NOTES 1. THE FUTURE HOME ON LOT 2 SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. FUTURE DEVELOPMENT INCLUDING HOMES IS SUBJECT TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY AGES, LLC ON JANUARY 6, 2014. n ca N83i'i011W1 104.90' 24' ACCESS/UTILITY EASS4ENT 105.10' N88'10'0OW EASEMENT DETAIL —� /R.20.00' A.31.51' 0=90.16'40' R.20.00' \A.31.32' D409'43'20' -1 OWNER(S): ORCAS HOMES, LLC ADDRESS:.3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 Site Surveying, Inc. VAVW.Sitiourisyrnapplop.00m 21923 NE 119194mAA, BamlrwTih, Wa 98074 Phan*: 425296 4412 DRAWN BY EFJ DATE 04-24-2014 JOB NUMBER 14-201 CHECKED BY mw 1'= 30' SHEET 2 OF 2 r l / Carol Lumb From: David McPherson Sent: Tuesday, June 24, 2014 2:23 PM To: pbg.engr@yahoo.com Cc: Carol Lumb Subject: Orcas 2 Short Plat at 4337 S. 160th Street - L14-028 Attachments: D00015.pdf Han Phan, P.E., Ref. Orcas 2 Short Plat at 4337 S. 160th Street - L14-028. Please see attached red -lined portion of sht. 1 of 2 of short plat map. Please verify and then we can discuss. Thank you. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 1 fx: (206) 431-3665 David.McPherson@TukwilaWA.gov 1 www.tukwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESS!** The City of opportunity, the community of choice. 4 ORCAS 2 SHORT PLAT k PORTION OF THE NW 1/4 OF THE NE 1/4 OF ;TION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST that a deposit the taxes for the this office for 8 Ofl any of the 1, or for other Deputy King of Assessments )eputy Assessor LLC ENUE S, LEGAL DESCRIPTION IOLD1 THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'5910 WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'50" EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 0095'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 89'59'10' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00'3320"W, 175.40 FEET; THENCE N89 -10'00'W, 25.00 FEET; THENCE ND0'3370'E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89'1000'W, 105.10 FEET; THENCE N00'33'20'E. 24.00 FEET; THENCE S89'10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00'33'20'E, 56.30 FEET; THENCE N14'48'05'W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160Th STREET: THENCE, ALONG SAID SOUTH MARGIN S89'10'00'E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJEC THE WEST 63.00 SHORT PLAT N (ALSO KNOWN RECORDED UND COUNTY, WASHING EASEMENT OVER THE EAST 7.00 FEET OF 6.67 FEET OF LOT 1 OF CITY OF TUKWILA LA SHORT PLAT NUMBER L12-034, AS BER 20140422900002, RECORDS OF KING LEGAL DESC IPTION INEW) LOT 1: THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'69'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 0015'50' EAST 305.40 FEET; THENCE NORTH 89'59'10• WEST 150 FEET; THENCE NORTH 009550' WEST 305A0 FEET TO THE NORTH UNE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'59'10' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; EXCEPT THE WEST 56.00 FEET THEREOF; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00'33201W, 175.40 FEET; THENCE N89'10710 -W, 25.00 FEET; THENCE N00'33'217E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89'1000'W, 105.10 FEET; THENCE N00'33'20'8, 24.00 FEET; THENCE 889'10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00'33'20'E, 56.30 FEET; THENCE N14'48'05'W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160111 STREET; THENCE, ALONG SAID SOUTH MARGIN S89'10'00•E, 36.00 FEET TO INT GINNING FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 83.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 14-0028; (ALSO KNOWN AS A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L12-034, AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY, WASHINGTON.) LOT 2: THE WEST 56.00 FEET OF THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'1560' EAST 305.40 FEET; THENCE NORTH 89'5910" WEST 160 FEET; THENCE NORTH 00'16'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 89'59'10' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00.3320WJ, 175.40 FEET; THENCE N89-1I700WJ, 25.00 FEET; THENCE N00'33'20'E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N8910'00'W,105.10 FEET; THENCE N00'33.20'E, 24.00 FEET; THENCE S89'10'00'E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00'33'20'E, 56.30 FEET; THENCE N14'48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF 5 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89'10'0040, 38.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER 14-0028; (ALSO KNOWN AS A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NUMBER L.12-034, AS RECORDED UNDER RECORDING NUMBER 20140422900002, RECORDS OF KING COUNTY. WASHINGTON.) Site Surveying, Inc. VOLUME F www.siteeurvaymepping.com 21923 NE 1191 Street, SenwnaMeh, Visa 98074 Phone: 425.298-4412 04-24-2014 IJOB NUMBER 14-201 Carol Lumb From: Carol Lumb Sent: Wednesday, June 04, 2014 3:36 PM To: Han Phan Subject: Orcas Homes Short Plat Attachments: L14 -0028 -Preliminary Approval.pdf; L14-0028_attach_1.pdf; L14-0028_attach_2.pdf Hi Han, I am attaching the preliminary approval letter for Orcas Homes along with most of the attachments that go with the letter. Ed Flanigan is stopping by to pick up the hard copy with all the attachments. Let me know if you have any questions. carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Coral. umbO,Tukv'ilaWa.gov Tukwila, the City of opportunity, the community of choice. 1 Carol Lumb From: Carol Lumb Sent: Wednesday, June 04, 2014 2:35 PM To: Ed Flanigan (ed.flanigan@prudentialrnt.com) Subject: Orcas Homes Short Plat Hi Ed, The Orcas Homes Short Plat has received preliminary approval. Do you want to stop by to pick up the documents or should I mail them? Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Ca rot L u m b t T u k wila >V> >a. go v Tukwila, the City of opportunity, the community of choice. 1 City of Tukwila Department of Community Development File Number �- I'-4- 0020 LAND USE PERMIT ROUTING FORM TO: h❑) Building n Planning Public Works Fire Dept. Police Dept. 1❑1 Parks/Rec Project: Dica 14 czmes • ko,'r /tar (x.07 s °b .S---/.5--- 19 ltd Z. 5P ,x.12- 03 4/ Address: W331 5. I6O ti sr. Date transmitted: S- t- 1,-1 Response requested by: 114\1 t'b Z O 1 Staff coordinator: . 1 L.. Date response received: 4 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.) Cpl#C -c. e4A-4-141 ✓'e.V I4.AAJ tot emopxiock ` . f1Mkt S ✓t' e lar -- L444 -F 2 - . W for stmt P lay, 11-v:B Slur elm- is 4;tdw'S L 1 ��h 2 to TS Plan check ate: Comments Update date: .S---/.5--- 19 prepared by: 4.1 ji I City of Tukwila Department of Community Development File Number I�- oo2g LAND USE PERMIT ROUTING FORM TO: I❑I Building E Planning I Public Works Fire Dept. ❑I Police Dept. IDI Parks/Rec Project: Ote Qt. µurncs `jkor NAF (1.07 S via Law!hc-LV 2. 5P x..12 -03y Address: &331 5. i() `' sr. Date transmitted: $ - %- 1 `I Response requested by: MAI t a a.O I 4-1 Staff coordinator: 6 &A/D &A/DI L. Date response received: 4 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 support materials as needed.) u /GG e4A 4-L r 111 ! Eos ` q 00% 7.1n‘..( S k-,/1` row- is-- L.4Aevt -f / a - Ai for stmt P lar L s r 06.4- u tuidw Lo -r *uvtto 2 Io r3 (56.6. Pu&,U. c wv S -rmK T) 4 .614 c o si b s/z/bit Plan check date: Comments Update date: prepared by: MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Carol Lumb, Senior Planner tr.744'h'1 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: May 2, 2014 SUBJECT: Orcas 2 — 2 Lot Short Plat at 4337 S. 160th Street TL no. 537980-0040 Short Plat and Miscellaneous Comments Short Plat — L14-0028 Public Works has the following Preliminary Short Plat comments. 1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L14-0028. Prior to Final Short Plat, the following comments need to be addressed for Public Works. Short Plat Survey Map 1. Revise Short Plat Map sheet 1 of 2. (a) Add L14-0028 to Short Plat Number (b) Verify legal descriptions and wording. See red -lined portion of sheet 1 of 2 — enclosed. Short Plat Site Development Plan No comment. Miscellaneous Comments 1. Transportation Impact Fee applies to the future Building Permit(s). Page 1 of 1 0 / S. 1600 T"SEE-::::M a.. e'o^ (H•++is o>=r.P:ra„ rang +AP.a) c,;;; .c - JOINTS IN ALTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS -r X 2' X 14 GA. WIRE OR EQUIVALENT, !F STANDARD STRENGTH FABRIC USED. SEE PLANS 10.0' MIN 5.0' MIN -6' RIGID PERFORATED PIPE 0 0.0% A4—] INFILTRATION TRENCHES N89.V r : 20' 8513L r-- -- J 7.0' PEDESTRIAN WALKWAY EASEMENT PER AF/20140221000022 FILTER FABRIC 4' MIN BACKFlIl TRENCH WITH NATIVE SOIL - OR 3/4' - 1.5' WASHED GRAVEL UNDISTURBED GROUND POST SPACING MAY BE INCREASED TO 8' IF 111RE BACKING IS USED 2 X 4' WOOD POSTS STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE LOT 2 (6,742 SQ. FT) .... SILT FENCE DETAIL 1 PER 2009 KING COUNTY SWDM A(UNE D.3.3.A SCALE NONE 25' ACCESS/UTILITIES EASEMENT! PER AFf20140221000021 ZO'BSBL Js. 56.001 • :71'.. E T_ E a i ' J I— 10'BSBL 50.00' ASP,ALT I 50.00 I I 4 — 501: 50.00' N89°10'00"W•-x o.00' — x- -1- NOTES CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT H.aS A MIN. 0.5 CUBIC FEET OF STORAGE WTH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KING COUNTY SV/DM FIGURE 0.3.5.F SCALE NONE CONSTRUCTION NOTES AT BUILDING PERMIT APPLICATION: 0 CONSTRUCT (2'W x 101 x 1.5D) DISPERSION TRENCH PER DETAIL 3 DUFING BUILDING PERMIT APPLICATION. 0 CONSTRUCT (4'1V x 301 x 2'D) ROOF/FOOTING INFILTRATION TRENCH F011 PER DETAIL 2 DURING BUILDING PERMIT APPLICATION. 03 INSTALL SILT FENCE PER DETAIL 1 DURING BUILDING PERMIT APPLICATION. ® INSTALL INLET PROTECTION PER DETAIL 4 DURING BUILDING PERMIT APPLICATION. NO. DATE BY REVISION DESCRIPTION JOB NO. R12500 ISSUE DATE 5-02-2014 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: 14 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ATP' riiegIg* A -41111-1 WASHED ROCK 3/4' - 1 1/2' 6' RIGID PERFORATED PIPE 0 U.011 vEXISTING GROUND PLAN VIEW NTS JJ ROOF DRAIN _CATCH BASIN OR AREA DRAIN 1NTH SCUD UD ROOF DRAIN ROOF DONN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK z FINE MESH SCREEN ELEVATION VIEW NTS BACKFILL EXISTING GROUND WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6' RIGID PERFORATED PVC PIPE LAID LEVEL (TIP) 4' SOLID PIPE WASHED ROCK 3/4' - 1 1/2' ROOF / DOTING INFILTRATION TRENCH DETAIL SCALE NONE UN -o028 z to PVT. ACCESS ROAD S DRIVEWAY FINISH GRADE 2% WASHED ROCK 3/4' - 1 1/2' DISPERSION TRENCH DETAIL O SCALE NONE PgiG, LLC' Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 ORCAS HOMES SHORT PLAT 4337 - S. 160TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. DR1 DRAINAGE AND TESC PLAN AND DETAILS SHEET 1 OF SHEETS Lot Closure Report - Lot : LOT 1 file- Z:\Jobs\!2014\14201 Orcas SP\Survey\DWG\01-2SP14201.msj \lc_LOT 1.txt Friday, April 25, 2014, 6:46:51a.m. Starting location (North, East) = ( 5002.72, 4149.39 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End _Northing End Easting 1 Line S89°10'00"E 94.00 No 5001.35 4243.38 2 Line S00°33'20"W 120.40 No 4880.96 4242.22 3 Line N89°10'00"W 94.00 No 4882.32 4148.23 4 Line N00°33'20"E 120.40 No 5002.72 4149.39 Ending location (North, East) = ( 5002.72, 4149.39 Total Distance : 428.80 Total Traverse Stations : 5 Misclosure Distance : < 0.001000 Error of Closure : 1:INFINITY Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 11317.467 sq. ft. = 0.259813 Acres *********** 1 Lot Closure Report - Lot : LOT 2 file- Z:\Jobs\!2014\14201 Orcas SP\Survey\DWG\01-2SP14201.msj \lc_LOT 2.txt Friday, April 25, 2014, 6:48:24a.m. Starting location (North, East) (In the table below, the Length length. bearing.) = ( 5003.53, 4093.40 ) of Curves refers to the chord and the Bearing of Curves refers to the chord Leg Segment Bearing End Easting 1 5002.72 2 4882.32 3 4883.14 4 5003.53 Line Line Line Line S89°10'00"E 4149.39 S00°33'20"w 4148.23 N89°10'00"W 4092.23 N00°33'20"E 4093.40 Ending location (North, Total Distance Total Traverse Stations Misclosure Distance Error of Closure Frontage Frontage/Perimeter AREA *********** Length Front End Northing 56.00 No 120.40 No 56.00 No 120.40 No East) = ( 5003.53, : 352.80 : 5 : < 0.001000 : 1:INFINITY : 0.00 : 0.0 percent : 6742.321 sq. ft. = 0.154782 Acres 1 4093.40 APPLICANT NAME: Agnes Vining - Orcas Homes Y.tt. ,....,.. ATTACHMENT TO HIGHLINE WATER DISTRICT CERTIFICATE OF WATER AVAILABILITY The following terms and conditions apply to the attached Highline Water District Certificate of Water Availability. 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to King County Department of Development and Environmental Services, the Cities of Des Moines, Federal Way, Auburn, Kent, SeaTac, Tukwila, Normandy Park, Burien, or local jurisdictions. This Certificate of Water Availability is between Highline Water District and the applicant only, and no third person or party shall have any rights hereunder whether by agency or as a third -party beneficiary or otherwise. 2. As of the date of issuance of this Certificate of Water Availability, Highline Water District has water availability to provide such utility service to the property that is the subject of this Certificate, and the utility system exists or may be extended to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between Highline Water District and the applicant, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water will be available at the time the applicant may apply to Highline Water District for such service. 3. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire suppression system for a specific location. Customer is responsible to field verify the specific water pressure at the meter at Customer's specific location for Customer's specific needs. Customerrjnitial ate o CITY OF TUKWIL Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit C...4/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part A: To be completed by applicant Site Address: 4337 S 160TH ST (attach map and legal description showing hydrant location and size of main):. Owner Information: lAgent/Contact Person:: Owner Name: Orcas Homes, LLC Agent/Contact: Agnes Vining Owner Address: 3401 Rainier Ave S, Suite B, Seattle, WA 98144 Agent Address: Owner Phone: 206-931-7532 This certificate is for the purposes of: ❑ BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL Contact Phone: 2 SFR - ONE EXISTING & ONE NEW ❑ PRELIMINARY PLAT ❑ REZONE 206-931-7532 d❑ SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meter size(s): TWO - ONE NEW AND ONE EXISTING Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District:) +/- 75' See attached map for hydrant location HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utility district 1. 2. 3. The proposed project is within TUKWILA /King ❑ No improvements required. (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Requires service installation. Contact District for Statement of Charges. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct, bon the best available information. ca...._ HIGHLINE WATER DISTRICT / 206-824-0375 Agency/Phone AR Da e DISTR INEER ,t. 0 J 8SL96cLS O.pt"t" co (f) OSL = ;CLS 0 0) SSL96£'LS O Z l 1717 `D £'96£'LS > •POt't7 J Qi Co /NOQO\ N H02tVW 09zsn Ia „9 (0 i fr '96£'Lg ZSZt7 1 >flVM 9 � .1d 'M'K➢ sn la ga ZLOcH Z2096£'L S 9ZZt7 N CV 00 OS£'96fLS 9 LZt' u) oo LO 57396343 N) i;. 0) N 10 > oo Ct I z-4,7; in N 9861 "ix] ID 10 sbSLs'9S 6£17'17 • c•frSLS9s LL117 _ Q i_Os9 '9a.� 0 _Li£Otib CO 0 J 10 0 N) 0) 1n (0 10 1WS N 0 J LS lZ N (D (0 0) 1) 89LOL1609L—LNtLZL dSO>1 0 30086604 a„ N 00 a) 1) M (0 tO UV -00 28 10 O N >j£j7Ls29s LSZ•P Z 0 0 ro Z6sLSc9S 617Zt7 sIzi' Zi7QLS29S GSZt7 0 0 n La �03 CONTRACT M s217Lsc9s L£ZP 90-1717S119 SZZ 0) CO v t (0 st9 .Zl ra (0 9217,1.,s29s r7 LLZ17 0o >- V Z (0WL1_ 0co IX F- > (LW) 16012 V465Q WEE L026s29sN6 Cn C tn 0w 56357395 03 0 (0 56357394 N M O (.0 56357433 (D M O (.D 56357604 N 0 (0 r7;) - co N 10 M (0 • / Z74 W-- W __ W N89 W 15030-. 20' BSBL EXISTING HOUSE TO REMAIN TREE TO REMAIN (TYP) , LOT 1 Oct 0 22.5• ',UHF .—�� 13.8' .Vf (18,060 SQ. FT) W 3 ONE STORY BV' DII:2 1.9'.. `I 7 511.57 H7. . ;nf- 465.3 t ' 451.1' 6.N1 I� N I 26.01 6.6' 4. . —�—fib /`J F r- °'f0.4`� SH.S5 L.- "LN,/� 1 — 10'135BL N U . J - N89°1000'W 150.00' tt 25' ACCES-S/11-TUTIES EASEMENT 1+ LEfth EX. SHE% 0 BE DEMOUSHED - L,, a 4.22 50.00 20.8589 50.00' 20'058L SHLD `9' I LOT 4 (7,750 SQ.fT) I m. p(.. SHED�m NI TO BE DEMOUSHED I '! /' L— — 2L L : i0•eSBL / I 1. r--=,; 50.00�; 1( •• 50.00' / N89°10'00"W 150.00' / / GC' 0 w; •L(T 3L _t� (7,7 SQ• FT) I-. 10'8$8L — . SAP., 1.0.00' '1 \ II I I III II • iN POOL LOT:2- g (7,750 SQ: F3) L-�: 10.8581. 50.00' EXISTING GARAGE TO BE DEMOLISHED EX.194ED -TiQ'`BE DEMOUSHED 4E5__-___ 5 f 1 V: "P' DTh CATCH 1*A515 �! RIM = 4.37.24' cog W ROW/ADJACENT PROPERTY UNE PVT. ACCESS ROAD DRIVEWAY \_ J TAX PARCEL NUMBER 5379800040 OWNER INFORMATION C CAO NGUYEN C 2415 - 62ND AVE SE PE MERCER ISLAND. WA 98040 51 (206) 399-5973 SE (2 CC .IFR NO 1 ISSI IF IlATF 1 Test Report Print Title for 4237 S 160th ST Date: Friday, April 25, 2014, Time: 09:01:57, Page 1 from HWD_2014.dwg ID Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow at Hydrant (9Pm) Available Flow Pressure (psi) 1 ❑ 2024 44.89 1,000.00 38.92 2,445.12 20.00 Date: Friday, April 25, 2014, Time: 09:01:57, Page 1 from HWD_2014.dwg a +►J..J;l, ;4.:•��t., r 14816 Militap'Road South P.O. Box 69,,) Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 4) 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 51 Short Subdivision ❑ Rezone Proposed Use: al Residential Single Family U Residential Multi -Family ❑ Commercial ❑ Other Applicants Name: (f) re � f He m�f Phone: 206 667 ti�rg 0 2 Property Address or Approximate Location:,Tax Lot Number: /2 X5( -C 16 IP r 5 -8179a) l/ D Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. IP a. Sewer Service will be provided by side sewer connection only to an existing 6 !� size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ 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. ® 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: $ 1 GO o—° a. District Connection Charges due prior to connection: GFC: $ g'5722 --�• SFC: $ 1 `t 00 -'-a UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required 5i1 May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro he date of signat re. fu�w V/2 3/2o/9 . Title Da e e ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewer Availability/Non-Availability and this Attachment, and fully -understand the terms and conditions herein. l _ r �` ..,.\- r`-/ Applicant's Sigradturp Date TECHNICAL INFORMATION REPORT ORCAS H 4337 S TUKW tgpril IN S SHORT PLAT 160TH STREET WA 98188 The Concept Group 4701 SW Admiral Way, Suite 353 • Seattle, WA 98116 • (206) 446-1291 lJ J • Land Development & Civil Engineering Consultants ORCAS HOMES SHORT PLAT 4337 South 160th Street Tukwila, WA 98188 April 2014 1 certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. THE CONCEPT GROUP Table of Contents ACRONYM TERMINOLOGY I SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 4 SOILS INFORMATION 5 SECTION 2: CONDITIONS AND REQUIREMENTS 7 DESIGN REQUIREMENTS 7 SECTION 3: OFFSITE ANALYSIS 10 SCOPE OF ANALYSIS 10 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 16 EXISTING HYDROLOGY 16 DEVELOPED SITE HYDROLOGY 16 PERFORMANCE STANDARDS 17 FULL INFILTRATION FACILITY DESIGN 17 WATER QUALITY 17 SECTION 5: CONVEYANCE SYSTEM 17 100 -YEAR FLOOD/OVERFLOW CONDITION 18 SECTION 6: SPECIAL REPORTS AND STUDIES 18 SECTION 7: OTHER PERMITS 18 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN 18 CONSTRUCTION SEQUENCE AND PROCEDURE 18 TRAPPING SEDIMENT 19 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 19 SECTION 10: OPERATIONS AND MAINTENANCE 19 Appendices Appendix A: Proposed Drainage Plan Appendix B: Erosion Control Appendix C: Maintenance Procedures . 4 J • ACRONYM TERMINOLOGY ,,Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on-site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 4337 So. 160th Street in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by the King County. . J ._1 • 1 • J \ f 1 Orcas Homes -Technical Information Report April 2014 SECTION 1: PROJECT OVERVIEW The property is located at 4337 South 160th Street in Tukwila, Washington. The property is currently developed with a single family residence that will remain. The project proposes to short plat the property into a total of two (2) lots to construct one (1) additional single family structure along with associated driveway and utilities. Site Information Location: 4337 South 160th Street in Tukwila, Washington Section/Township/Range: NE Quarter, Sec. 27, T.23, R.4 of W.M. County, State: King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Zone: Residential Single Family S 152nd Pa -- • ! ----t,S156mSt ` �., -- �,': _-- _ _ _ _ / � . y=; S 158 sJ \`'S 159th St -2 �S 1600 St T— - F i� i I ( --1 `'' N NJ 4 de \, Fir{ :S163MP1- Way 1_, --S16411St ' C —�,i� t. I, 1'i TukwBa Pky= =soutl+oenlerAfaG=-� if -r Ate Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 Orcas Hones -Technical Information Report April 2014 Front view of subject property. Back yard of subject property. The Concept Group Page 2 Orcas Homes -Technical Information Report April 2014 Looking east on South 160th Street from subject property. Looking west on South 160`h Street from subject property. The Concept Group Page 3 I Orcas Homes -Technical Information Report April 2014 Drainage Basin The property is within the Gilliam Creek drainage basin and the Duwamish - Green River watershed. The entire project site drains to this basin. The general topography of the site slopes from southeast to northwest. Elevations on the site vary from a high point of 460 feet at the southeastern property corner to 442 feet at the northwestern property corner, with grades varying between 5.0% to 10.0%. tt \ Y♦ it"f is,s" Project Location Figure 2 — Drainage Basin Study Area Map Not -to -Scale The Concept Group Page 4 • ._1 7 7 Orcas Homes -Technical Information Report April 2014 Soils Information Soils Survey The Geologic Map of King County indicates the soil type within the project as Vashon Outwash. The KCRTS equivalent soils group, as defined in Table 3.2.2.6 of the 2009 King County Surface Water Manual (KCSWM), is Outwash. A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on Sept 24, 2012. The analysis confirms that the soils at the site are composed of 26% fine sand and 72% medium sand or larger; the Unified Soil Classification System (USCS) classification of the soils is SP, clean sands with less than 5% fines. Younger Glacial Deposits (Fraser Glaciation, Pleistocene) n Qvr - Vashon recessional outwash deposits Qvrl - Vashon recessional lacustrine deposits Qvrc - Vashon recessional coarse-grained deposits Qvi - Vashon ice -contact deposits Qvt - Vashon subglacial till Geologic Map of King County Complied by Derek B. Booth, Kathy A. Troost & Aaron P. Wisher Starch 2001 Figure 3 — Soils Map Not -to -Scale The Concept Group Page 5 / \ 10 9 80 70 W 60 Z Z 50 W U W 40 30 20 10 0 Particle Size Distribution Report 0 GRAIN SIZE - mm % COBBLES % GRAVEL a % FINES CRS. FINE CRS. MEDIUM FINE III: 0.0 8.0 20.0 8.0 36.0 26.0 2.0 81.0 #4 72.0 #10 64.0 #30 43.0 1 la #50 14.0 #100 4.0 #200 2.0 #270 2.0 I 2.0 1111 1 FR! ,,,,,...., 11 1 1 1.11111 1.101 II III III 1 1 .11111 1 If ill 1,11, ill fir ..... 500 100 10 0 1 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND % FINES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 8.0 20.0 8.0 36.0 26.0 2.0 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) 2 in. 100.0 1 in. 95.0 3/4 in. 92.0 3/8 in. 81.0 #4 72.0 #10 64.0 #30 43.0 #40 28.0 #50 14.0 #100 4.0 #200 2.0 #270 2.0 #325 2.0 (no specification provided) Sample No.: 01 Location: Material Description Poorly graded sand with gravel PL= D85= 12.1 D30= 0.444 Cu= 4.95 USCS= SP Atterberq Limits LL= PI= Coefficients 060= 1.28 D15= 0.309 Cc= 0.60 Classification AASHTO= 050= 0.743 D10= 0.258 Remarks Tested/Calculated/Reviewed: M. Blackwell Sampled/Received-9/24/12, Tested -9/25/12 Equipment: 53, 55-3, 58, 69, 66, 141 Source of Sample: 4237 S. 160th A.A.R. Testing Laboratory, Inc. Date: 9/24/12 Elev./Depth: Client: The Concept Group Project: Misc Lab Project No: 12-305 Plate 328 ♦ J J r \ l 1 Orcas Homes -Technical Information Report April 2014 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project adds more than 2,000 SF, but Tess than 5,000 SF of new impervious surface, therefore is subject to a small project drainage review based on the thresholds outlined in the 2009 KCSWM Section 1.1.2.1. The project is subject to Small Drainage Review because the project is a single family residential project that results in >_ 2,000 SF of new impervious surface... AND meets the following criteria... The project will result in no more than 10,000 square feet13 of total impervious surface added on or after January 8, 2001 and its new pervious surface area will be no more than 35,000 square feet minus 3.25 times the area of new impervious surface being proposed by the project (for sites larger than 22,000 square feet, a factor of 2.25 may be used instead of 3.25, and for sites zoned as RA, F, or A, the allowable amount of new pervious surface calculated herein may be increased by 50% or may be the remaining portion of site if 65% or more of the site is preserved in native vegetation by clearing limit, covenant, easement, or tract), OR Table 1 outlines how the project will result in no more than 10,000 SF of total impervious surface added on or after January 8, 2001. Table 1 — Impervious Surface Calculation (SF) Existing (assumed prior to 1/8/01) Existing (driveway/patio improvements assumed after 1/8/01) Proposed New Total Impervious after 1/8/01 1,200 0 2,400 3,600 The new pervious surface area will be no more than 35,000 square feet minus 3.25 times the area of new impervious surface being proposed by the project: (35,000 — (3.25 x 2,400)) = 27,200 SF Therefore, proposed 2,400 SF of impervious surface is less than calculated allowable impervious surface of 27,200 SF. Table 2 provides a summary to the project stormwater design requirements. Table 2 - Jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt based on Small Project) Water Quality: Enhanced Basic (Exempt based on surface area exemption) Conveyance: 25 year developed event Downstream Analysis: N/A — infiltration site The Concept Group Page 7 ._J a. 1 � 1 • . J 1 . Orcas Homes -Technical Information Report April 2014 Core Requirements Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the project presently infiltrates to native soils, with overflow conditions sheet flowing in a northerly direction towards South 160th Street. In the developed condition, stormwater will continue to infiltrate to native soils and discharge at its natural location. Core Requirement #2: Offsite Analysis Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a in a northerly direction towards South 160th Street. Offsite analysis is not required for full infiltration sites. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control area per the King County stormwater map. However, soils are conducive to full infiltration; therefore, stormwater will be infiltrated. This project is exempt from flow control requirements per the Small Project threshold outline in section 1.1.2.1 of the KCSWM as discussed in the Design Requirement section of this report. Core Requirement #4: Conveyance System There is no conveyance system proposed for this project. Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project will create 2,400 square feet of new impervious surface, only 400 square feet is pollution - generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. The Concept Group Page 8 . _1 ♦ J � J ._1 \ Orcas Homes -Technical Information Report April 2014 Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map #53033C0959F, the project area is located in Zone X, a 500 -year flood plain. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community development. It is not a commercial, industrial, or multifamily site development; therefore, it is exempt from Special Requirement #4. Special Requirement #5: Oil Control This project not defined as a high -use site per section 1.3.4 of the 2009 KCSWM; therefore, it is exempt from Special Requirement #5. The Concept Group Page 9 .J ,. • • J i_ J 1 \ Orcas Homes -Technical Information Report April 2014 SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond Y4 mile from the project discharge location as shown in Figure 4 below. �/ mile downstream FST 43 ;.R,,PZ a�.a� flow path r j 11 { direction4,— 1 i „. 1 ,i iiWl ) ' it I 1 ii , , , 1 . 1 , it rio project location Figure 4 – Study Area Map Not -to -Scale The Concept Group Page 10 f \ Orcas Homes -Technical Information Report April 2014 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #53033C0959F, the project area is located in Zone X, an area outside of the 500 -year flood plain zone. _1 SOUTH Project Location 160TH STREET CITY OF TUKWILA 530091 The Concept Group Page 11 LEGEND II1i NATIONAL ROOD NISURANCE PROGRAM :,P1.451 1LO0O HALARV Ai0.1AS INLNDAEEL> BY 100 -YEAR FLOOD ..ISI ZONE A 1,1 a..1 .1-•10.1, n1g401 ZONE AE 4..r a.., .4.44.,,,,,,•w.l ZONE AN 0.4 Mph, n I n.1 I.4. �.. a.ham, �IFI .1.N.a. ,. , , 4.. ..w04. A,.., ZONE AO ..-..I a.,a4,, ' M+ . , 04,...0 �',T.. 1.444. Moln4vl P...„. ,1w.yIiso A..,iry wd...' .. ...6, 8+,44x4 1. ZONE A94 1.. 1.. I.n.44 r' 144404 .w . I..-.a4.d In.�. falai a.4 1.1xy.n voar, wr4r mo,,,,, n.. h.... ,.......n 4.-1..m4,11 ZONE V t.we.l IIi1,411. 444, 4,40ir 440.4.! r.4. 4N.4. I.. Noe M.1 aM Ji.w lH.Y1N.m1. ZONE VE WI 11..1 .nA •..A.:rr ..44..n1 ..w .,e.n- hart [.nf , .,' �" I I i i I. : I .. I III I, f FIRM FL000 INSURANCE RATE MAP KING COUNTY, WASHINGTON ANI) INCORPORATED AREAS PANEL D 1 5 959 (SEEM P INDEX 104PANELS NOT PA.NLE0$ .144.0.04. .44e04m1. REXHINAY AREAS IN ZONE AE II I• COAL JNr! N1RE9 ata. 561.1, -- or11rR EI 00U AREAS ZON1 4 '.nn+,n 1.mrt 3.4 4.. ..1 VIF»Ir N. C4. v 1.,4 .4th A.14 drys, n4 lei, rho 1 444 x mIIl 44414.4.44C AR. Ie. ,Mn :.nd ...4 001 4, 000o i 00. 4. w i.. f,.., M: ,, 4,..41 . Ia .. . G** •0Mow I4, r OTHER 4REA.S ZONE 1 4.4 60..40.1 4, 1..4 1, 10r... 11..1,144 ZONE O ..... 8.4 +100* n. UNOEVELOPEO COASTAL HARRIERS II MAP NUMBER 53D33C0959 F • MAP REVISED: W.f. l, vl (4o0 o1 WO 004.....,.,.. E.:..�m .44.4.r CoaaN. Um. arm Ya 4v4445. IncaWl MN. 4• .44.44e to C3.MItl flPPd H.y.<I A.PrP (kW a 11.t: •sA' MAY 16,1995 ndrr Naoa.er E4„4.41. 4010 0 ®.0010,., 1 II I.IYIl.L Federal Emoo 000y Ma ** omta+ Agea y i The Concept Group Page 11 J lJ . J lJ \ _J • J tJ ,J J • J / Orcas Homes -Technical Information Report April 2014 • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a '/a mile downstream of the project within the last 10. r• '/a mile downstream location � I I 'Tukwila f I'-I- Figure 6 — Drainage Complaint Map Not -to -Scale ID Date Address Comment 1 12/13/1974 4216 S 160TH ST N/A. Problem reported more than 10 years ago. 2 12/5/1975 15808 42ND AVE S N/A. Problem reported more than 10 years ago. The Concept Group Page 12 Orcas Homes -Technical Information Report April 2014 • Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. Highlighted Peattre County Bouxiary CAO Shoreline Con tion Hiph Legend f./ Loma Parcels SAO Stream A/ Clans 1 14I aim 2 Parr.l SWDIM Landslide Hazards ■ Linchlitie Wizard ® l slide Hazard &Amiga CAO Basin Condition High Figure 7 — Sensitive Areas Map (Wetland) Not -to -Scale The Concept Group Page 13 Orcas Homes -Technical Information Report April 2014 • Sensitive Area Map (Hazard & Landslide): The project site is not located in or near a mapped Hazard or Landslide area per the King County iMAP. I 1 f we Highlighted Feature County wry CAO Shoreline Condition High Madura Levi Legend Le"1 E] Parcels SAO Stream Class 1 Al4010, Class 2 Paronnial IY elara 2 SaNwr3d SYMDM Landslide Hazards ■ Lands9da Hazed ® Lands9da Hatard Drainage CAO Basin Condition ■ High Figure 8 — Sensitive Areas Map (Hazard & Landslide) Not -to -Scale The Concept Group Page 14 Orcas Homes -Technical Information Report April 2014 • Sensitive Area Maps (Aquifer Recharge): The project site is not located in or near a mapped Aquifer Recharge area per the King County iMAP. ig ttighligMed Feature 1 County wry x Mountain Peaks Highways Legend .r Lod L#j n Parcels ELakes and Large Rivefy Streams SWDM Landslide Ha= . Landiade Natard ■ Landued, Kurd Drainage Figure 9 — Sensitive Areas Map (Aquifer Recharge) Not -to -Scale The Concept Group Page 15 LJ LJ 1-1 • J • a .J 7 r 1 Orcas Homes -Technical Information Report April 2014 Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on April 22, 2014. The weather was overcast with temperatures in the mid 50's degrees Fahrenheit. The property is currently developed with one (1) single-family residence. The project proposes short plat the property into two (2) total parcels to construct one (1) additional single family structure along with an associated driveway and utilities. The property is accessed from South 160th Street. Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a northerly direction towards South 160th Street. Overflow stormwater discharges to the drainage system located on South 160th Street, travels west along South 160th Street and then discharges into the drainage system along South 42nd Avenue, continuing along 42nd Avenue beyond a IA mile downstream. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection and review of past drainage complaint records, there appears to be no significant erosion or capacity problems within a Ya mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be mitigated with a full infiltration trench within the subject property. Stormwater overflow conditions will continue to sheet flow in a northerly direction towards South 160th Street. SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology The project site is 18,060 square feet. Surface area calculations for existing onsite conditions are based on the topographic survey performed for the project. Table 3 summarizes the existing condition areas. Table 3 — Existing Condition Surface Area (sq ft) Till Forest Till Grass Impervious 0.00 16,860 1,200 Existing Natural Location of Discharge Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a northerly direction towards South 160th Street. Developed Site Hydrology The property is currently developed with one (1) single-family residence. The project proposes to construct one (1) additional single family structure along with an associated driveway and utilities. In the developed condition, stormwater runoff from the entire project will continue to infiltrate to native soil via the proposed full infiltration The Concept Group Page 16 Orcas Homes -Technical Information Report April 2014 trenches, with overflow conditions continuing to sheet flow in a northerly direction towards the public drainage system along South 160th Street. Performance Standards Level 2 Flow Control The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. However, this project is exempt from flow control requirements per the Small Project threshold outline in section 1.1.2.1 of the KCSWM as discussed in the Section 2 (Design Requirement) of this report. Table 4 — Developed Condition Surface Area (sq ft) Till Forest Till Grass Impervious 0.00 14,460 3,600 Full Infiltration Facility Design A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on Sept 24, 2012. The analysis confirms that the soils at the site are composed of 26% fine sand and 72% medium sand or larger; the Unified Soil Classification System (USCS) classification of the soils is SP, clean sands with less than 5% fines. Per the 2009 KCSWM Section C.2.2.3, full infiltration trenches must be at least 30 feet in length per 1,000 square feet of new impervious roof surface based on a 2 feet wide bottom. An overflow outlet is proposed to sheet flow storm water during heavy rainfall events. Refer to the Table 5 below and attached infiltration trench details. Table 5 - Full Infiltration Facility Design Areas (SF) New Impervious Surface * * Required Infiltration Bottom Area Provided Infiltration Bottom Area 2,000 (lot 2) 60 FT Length x 2 FT Wide 30 FT Length x 4 FT Wide ** Impervious surface area based on actual proposed building footprint. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project will create up to 3,600 square feet of new impervious surface, only 400 square feet is pollution - generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source of pollutants in surface and storm water rune Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which receive direct rainfall or the run-on or blow-in of rainfall." Non-metal rooftops are not considered PGIS; therefore, are not included in the PGIS area calculations. SECTION 5: CONVEYANCE SYSTEM There is no conveyance system proposed for this project. The Concept Group Page 17 • • Orcas Homes -Technical Information Report April 2014 100 -Year Flood/Overflow Condition During overflow conditions, stormwater will sheet flow south towards SW 119th Street. SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Building Construction Permit • Short Plat Application SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment -laden run-off from leaving the site during construction. Refer to Appendix B for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. The Concept Group Page 18 \ Orcas Homes -Technical Information Report April 2014 11. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off-site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. SECTION 10: OPERATIONS AND MAINTENANCE The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with the requirements as attached in Appendix C. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. Dispersion trenches must be maintained as follows: • Trenches must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the dispersion trench has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. • If the device becomes plugged, it must be replaced. • Keeping the areas that drain to the dispersion trenches well swept and clean will enhance the longevity of these devices. • For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. The Concept Group Page 19 l � Orcas Homes -Technical Information Report April 2014 Appendix A Proposed Drainage Plan The Concept Group Appendix _080 C 3 M l S. 160TH a - „x. STR T�Ta i0j "9' TAS" 5 Or ,..... :dJS"L(DCTD 0HZ39g1P1,v.) 2 0 o - E. 10' &SOL N89°10'00"W 7.0' PEDESTRIAN WALKWAY EASEMENT PER AF/20140221000022 20' &SOL - EXISTING HOUSE TO REMAIN LOT ,x (11,317 SQ. FT) ll1r=_ 000 sic 03ut.0!0455 0 P,OLIE F. • = V 25' ACCESS/UTIJ11ES EASEMENT PER W/20140221000021 50.00' ----T ! _L 1 E z Y • w 10'85&. ss 50.00' 8500, ALT ' _j4� S O SD.. SO -- V31 � f Li_ F 21, I /4 50.0 / 50.00' NA°10'00"W 150.(�0'----4- \y‘ \gypp" a a N / ' o - o.00' JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. 6' MAX. POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, NOTES: REBAR, OR EQUIVALENT FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. FILTER FABRIC f Z UNDISTURBED GROUND BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL SILT FENCE DETAIL O PER 2009 KING COUNTY SWDM FIGURE 0.3.3.A SCALE: NONE Ill NIB 111111 11111111.1111111111•41•121111111111 OVERFLOW CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL O PER 2009 KING COUNTY SWAM FIGURE D.3.5.F SCALE: NONE CONSTRUCTION NOTES AT BUILDING PERMIT APPLICATION: 0 CONSTRUCT (2'W x 10'L x 1.5'0) DISPERSION TRENCH PER DETAIL 3 DURING BUILDING PERMIT APPUCARON. 0 CONSTRUCT (4'W x 30'L x 2'0) ROOF/FOOTING INFILTRATION TRENCH FOR PER DETAIL 2 DURING BUILDING PERMIT APPLICATION. 0 INSTALL SILT FENCE PER DETAIL 1 DURING BUILDING PERMIT APPUCARON. 0 INSTALL INLET PROTECTION PER DETAIL 4 DURING BUILDING PERMIT APPLICATION. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I I 1 inch = 20 fl. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEE PLANS 10.0' MIN 5.0' MIN RIGID PERFORATED PIPE 0 am ROOF DRAIN INFILTRATION TRENCHES A� WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATED PIPE 0 0.001 EXIS11NG GROUND PLAN VIEW NTS CATCH BASIN OR AREA DRAIN WITH SOUD UD ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK FINE MESH SCREEN z Z ELEVATION VIEW NTS BACKFILL EXISTING GROUND WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) 4" SOLID PIPE WASHED ROCK 3/4" - 1 1/2" ROOF / FOOTING INFILTRATION TRENCH DETAIL O SCALE: NONE z Z PVT. ACCESS ROAD & DRIVEWAY FINISH GRADE WASHED ROCK 3/4" - 1 1/2" DISPERSION TRENCH DETAIL O SCALE: NONE 140. DATE BY REVISION DESCRIPTION JOB NO. R12500 ISSUE DATE 5-02-2014 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: BG,, LLO, Land Planning • CM! Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 ORCAS HOMES SHORT PLAT 4337 - S. 160TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. DR1 DRAINAGE AND TESC PLAN AND DETAILS SHEET 1 OF SHEETS I J 1 J Orcas Homes -Technical Information Report April 2014 Appendix B Erosion Control The Concept Group Appendix • J • J D.3.2 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: Purpose Plastic covering provides inunediate, short-term erosion protection to slopes and disturbed areas. Conditions of Use 1. Plastic covering may be used on disturbed areas that require cover measures for less than 30 days. 2. Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-term applications. 3. Clear plastic sheeting may be used over newly -seeded areas to create a greenhouse effect and encourage grass growth. Clear plastic should not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. 4. Due to rapid runoff caused by plastic sheeting. this method shall not be used upslope of areas that might be adversely impacted by concentrated nrnoff. Such areas include steep and/or unstable slopes. Note: There have been many problems with plastic, usually attributable to poor installation and maintenance. However, the material itself can cause problems, even when correctly installed and maintained, because it generates high -velocity runoff and breaks down quickly dire to ultraviolet radiation. In addition, if the plastic is not completely removed, it can clog drainage system inlets and outlets. It is highly recommended that alternatives to plastic sheeting be used whenever possible and that its use be limited. Design and Installation Specifications 1. See Figure D.3.2.D for details. 2. Plastic sheeting shall have a minimum thickness of 0.06 millimeters. 3. If erosion at the toe of a slope is likely, a gravel berm, riprap. or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. FIGURE D.3.2.D PLASTIC COVERLNG 10' MAX. TIRES, SANDBAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12' AND BE WEIGHTED OR TAPED —111=1I1 • TOE IN SHEETING IN MINIMUM 4'X4' TRENCH 1I -I -III_ • 1 10' MAX. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 2009 Surface Water Design Manual — Appendix D D-17 1/9/2009 r1 1 SECTION D.3 ESC MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as, constructed measures, such as silt fences, fiber rolls, sand/gravel barriers, brush or rock filters, triangular silt dikes and other methods. During the wet season. 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there may be no need for the perimeter protection measures specified in this section. Criteria for Use as Primark' Treatment: At the boundary of a site. perimeter protection may be used as the sole form of treatment when the flowpath meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a backup to a sediment trap or pond. Average Slope Slope Percent Flowpath Length 1.5H:IV or less 67% or less 100 feet 2H: IV or less 50% or less 115 feet 4H:1V or less 25% or less 150 feet 6H:I V or less 16.7% or less 200 feet 10H:1V or less 10% or less 250 feet D.3.3.1 SILT FENCE Code: SF Symbol: X X X XX Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow may be treated solely by a silt fence, rather than by a sediment trap or pond, is when the area draining to the fence is small (see "Criteria for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.3.B for details. 11912009 2009 Surface Water Design Manual — Appendix D D-30 • aJ aJ J D33 PERIMETER PROTECTION 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on site. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sect minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed the slope shall be no steeper than 2H: IV. 5. If a typical silt fence (per Figure D.3.3.A) is used, the standard 4 x 4 trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or tuidermine the silt fence. Maintenance Standards I. Any damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. sll"11=11=11 °11A1ATaira11TaTiai ilia=1111 u 11 6' MAX. PAST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED Tom\ NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS. REBAR, OR EQUIVALENT 2009 Surface Water Design Manual — Appendix D D-31 11912009 ♦_J ._1 D.14 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1.000 feet of the site. Access and exits shall be limited to one route if possible, or two for linear projects such as roadway where more than one access/exit is necessary for maneuvering large equipment. Design and Installation Specifications 1. See Figure D.3.4.A for details. 2. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM 03786-80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) 3. Hog fuel (wood based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable, but it has been used successfully on many sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fiiel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D.3.1) shall be installed as necessary to restrict traffic to the construction entrance. 5. Whenever possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Standards 1. Quarry spalls (or hog fiiel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-39 • J J l J ._J 1 i Orcas Homes -Technical Information Report April 2014 The Concept Group Appendix C Maintenance Procedures Appendix . LJ L J ,_J J . J .3 J l APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE, AND WQ FACILITIES NO. 2 - INFILTRATION FACILITIES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than'/cinch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than %-inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper toots. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 lbs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat and covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Infiltration Pond, Tank. Vault, Trench, or Small Basin Filter Bags Plugged Filter bag more than '/Z full. Replace filter bag or redesign system. Infiltration Pond, Tank, Vault, Trench, or Small Basin Pre - settling Ponds and Vaults Sediment accumulation 6" or more of sediment has accumulated. Pre -settling occurs as designed Infiltration Pond, Rock Filter Plugged High water level on upstream side of filter remains for extended period of time or little or no water flows through filter during heavy rain storms. Rock filter replaced evaluate need for filter and remove if not necessary. Infiltration Pond Emergency Overflow Spillway Rock missing Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Spillway restored to design standards. Tree growth Tree growth impedes flow or threatens stability of spillway. Trees removed. 1/9/2009 A-4 2009 Surface Water Design Manual — Appendix A ! 1 l APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACIL111ES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating is damaged; rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural Integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned/flushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) One layer or Tess of rock exists above native soil area 5 square feet or more, any exposed native soil. Replace rocks to design standards. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-11 SUBDIVISION Issued By: CHICAGO TITLE INSURANCE COMPANY Guarantee/Certificate Number: 0014594-06 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Prudential RNT Real Estate herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A 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 identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss 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 in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President Secretary Subdivision Guarantee/Certificate Printed: 04.25.14 @ 09:41AM Page 1 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 l � CHICAGO TITLE INSURANCE COMPANY r 1 GUARANTEE/CERTIFICATE NO. 0014594-06 ISSUING OFFICE: Title Officer: Commercial / Unit 6 Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Main Phone: (206)628-5610 Email: CTISeaTitleUnit6@ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $33.25 Effective Date: April 17, 2014 at 08:OOAM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Orcas Homes, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 04.25.14 @ 09:41AM Page 2 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 r l 1 EXHIBIT "A" Legal Description Lot 1, City of Tukwila Short Plat No. L12-034, recorded under recording no. 20140422900002, in King County, Washington. Subdivision Guarantee/Certificate Printed: 04.25.14 Q 09:41AM Page 3 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 f"\ CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0014594-06 SCHEDULE B SPECIAL EXCEPTIONS 1. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. 2. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Puget Sound Energy, Inc., a Washington corporation One or more utility systems for transmission, distribution and sale of gas and electricity January 31, 2014 20140131000340 Affects: Portion of said premises and other property lying within a strip of land 10 feet in width having 5 feet of such width on each side of the centerline of grantee's facilities as constructed, to be constructed, extended or relocated 3. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Affects: Puget Sound Energy, Inc., a Washington corporation One or more utility systems for transmission, distribution and sale of electricity January 31, 2014 20140131000345 Portion of said premises and other property Tying within a strip of land 10 feet in width having 5 feet of such width on each side of the centerline of grantee's facilities as constructed, to be constructed, extended or relocated 4. Private Ingress/Egress and Utilities Easement and Maintenance Agreement Executed by: Orcas Homes, LLC Recording Date: February21, 2014 Recording No.: 20140221000021 Regarding: Establishment of easement for ingress/egress and utilties over portions of said premises and other property as described in document; maintenance provisions related thereto 5. Pedestrian Walkway Easement and Maintenance Agreement Executed by: Orcas Homes, LLC Recording Date: February21, 2014 Recording No.: 20140221000022 Regarding: Establishment of pedestrian walkway easement over the East 7.00 feet of the West 63.00 feet of the North 116.67 feet of said premises; maintenance provisions related thereto 6. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on City of Tukwila Short Plat No. L12-034: Recording No: 20140422900002 Subdivision Guarantee/Certificate Printed: 04.25.14 @ 09:41AM Page 4 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0014594-06 SCHEDULE B (continued) 7. Right to make necessary slopes for cuts or fills upon property herein described as granted or reserved in deed In favor of: King County Recording Date: April 20, 1945 Recording No.: 3464728 8. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2014 Tax Account No.: 537980-0040-07 Levy Code: 2326 Assessed Value -Land: $163,000.00 Assessed Value -Improvements: $29,000.00 General and Special Taxes: Billed: $2,702.82 Paid: $0.00 Unpaid: $2,702.82 9. A lien for the amount shown below and any other amounts due, Amount: $319.06 Claimant: Valley View Sewer District Nature of Claim: Sewerage disposal charges and/or sewer connection charges Recording Date: March 24, 2014 Recording No.: 20140324000711 10. Please be advised that our search did not disclose any open mortgages/deeds of trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 11. Terms and conditions of the limited liability company for Orcas Homes LLC. 12. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Lot 1, City of Tukwila Short Plat recorded under recording no. 20140422900002. Tax Account No.: 537980-0040-07 Note: Any map furnished with this Guarantee/Certificate is for convenience in locating the land indicated herein with reference to streets and other land. No liability is assumed by reason of reliance thereon. Subdivision Guarantee/Certificate Printed: 04.25.14 @ 09:41AM Page 5 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 l 1 f CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0014594-06 SCHEDULE B (continued) END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 04.25.14 @ 09:41AM Page 6 WA-CT-FNSE-02150.622476-SPS-1-14-0014594-06 CHICAGO Trill COMPANY 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4725 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. CITY OF TUKWILA SHORT PLAT NO. L12-034 (LANDFAIR 2 SHORT PLAT) RECORDING NO. 20140422900002 CHICAGO TIRE INS. C 4F.F# 4f• 14. WHEN RECORDED RETURN TO °RCA HOMES, LLC 4237 SOUTH 160TH STREET TUKWILA WASHINGTON 98188 11111111111 20130923002094 CHICAGO TITLE LO 73.09 PAGE -981 OF 882 1119,23/2913 15:19 KING COUNTY, UA E2631734 89/23/2513 15:15 KING COUNTY, UA TAX A11,413.85 SALE 831111,800.1111 0 CHICAGO TITLE COMPANY 11 PAGE -101 OF INN STATUTORY WARRANTY DEED THE GRANTOR(S) CAO VAN HUVNH, A MARRIED MAN, AS HIS SEPARATE ESTATE for and in consideration of TEN DOLLARS A140 OTHER GOOD AND VAIXABLE CONSIDERATION in hand paid, conveys and warrants to flHOMES, LLC, A WASHINGTON UMITE0 UNIIUTY COMPANY 0 RcAN 1369578 the following describcd real estate situated in the County Of IONG State of Washington: BEGINNING ON THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 5910' WEST 2168.10 FEET FROM THE NORTHEAST CORNER OF SND SECTION THENCE SOUTH 01650" EAST 305.40 FEET; THENCE NORTH 09 5910' WEST 150 FEET; THENCE NORTH 01550" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 8959117 6751 150 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 93 FEET THEREOF FOR ROAD PURPOSES; (ALSO KNOWN AS PORTION OF TRACT 3, BLOCK 5, MCMICKEN HEIGHTS DIVISION C. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF). SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEFN DESCRIBED AS GRANTED IN DEED RECORDED UNDER RECORDING NO. 3454728 5379890340 Tax Account Number(s): Dated: SEPTEMBER 4, 2013 CAO VAN HUYNH CAO VAN HUVNH LPI310/KLC/052006 Order: Non -Order Search Doc: KC:2013 20130923002094 20130923002094.031 ',4t6o Page 1 of 2 Created By: bloedel Printed: 4/25/2014 8:25:23 AM PST STATE OP WASHN}'ON COUNTY OF �Cff// / ON THIS I/ DAY OF Sie/es/24.,' , 20l�BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN .iND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED HUONG THI HUYNH KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, S AND PURPOSES HEREIN MENTIONED. 55 NOTAR _:--- - PRINTED NANE: 4276'3?//f/1/////'1'/IC--- NOTARY PUBLIC INFOR THE STATE 0 WASHINGTON RESIDING ATfevwe___ MY COMMISSION EXPIRES ON S� �/•7 I Nosy Public 1 Stat of WultiagMn 1 2Ei MISIC My Appulamsnt Wires May 1, 2017• I rmunY/1 AMMO . _.._.. ..-...-...,.... .................,..• I. .-.—...,.,.u.......„_..,rgrl .7,4*-M::u.,:o�sur-i •.«..^x:.%,4.57 :;.'.::a::.. N..t'.«c:, Order: Non -Order Search Doc: KC:2013 20130923002094 Page 2 of 2 Created By: bloedel Printed: 4/25/2014 8:25:23 AM PST RETURN ADDRESS: Puget Sound Energy, Inc. Attn: RIW Department PO Box 97034, EST -08W Bellevue, WA 98009.9734 \ L Jffl 1IOO.. IIUIIIII 201401310e0340 PUGET SOUND EN EAS 73.00 PAGE -001 OF 002 KING COUNTY, YA EASEMENT ORIGINAL REFERENCE s: . GRANTORS: ORCAS HOMES, LLC, a Washington limited liability company GRANTEE: PUGET SOUND ENERGY, INC. SHORT LEGAL Portion of NE 27-23-04 (aka ptn of Tract 3, Blk 5, MoMicken Heights Division No. 2) ASSESSOR'S PROPERTY TAX PARCEL 537980-0040 20140131000340.001 Fa and in consideration of One Dollar ($1.00) and other valuable consideration In hand paid, ORCAS HOMES, LLC, a Washington limited liability oopany, ('Grantor" herein), hereby conveys and warrants to PUGET SOUND ENERGY, INC., a WasNngton Corporation ('Grantee" herein), for the purposes hereinafter set forth. e nonexclusive perpetual easement over, under, along, across, and through the following described real property ("Property' herein) In King County. Washington: BEGINNING ON THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89°5940" WEST 2188.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 0195'60" EAST 305.40 FEET; THENCE NORTH 88'89'10" WEST 150 FEET; THENCE NORTH 0095'50" WEST 305.40 FEET TO THE NORTH UNE OF SAID SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 89%9'10" EAST 150 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. (ALSO KNOW AS PORTION OF TRACT 3, BLOCK 5, MCMICKEN HEIGHTS DIVISION NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF.) Except as may be otherwise set font herein Grantee's rights shall be exercised upon that portion of the Property ('Easement Area" herein) described as follows: An Easement Area Ten (10) feet in width having Five (5) feet of such width on each side of a centerline described as follows: THE CENTERLINE OF GRANTEE'S FAOUTIES AS CONSTRUCTED, TO BE CONSTRUCTED, EXTENDED OR RELOCATED LYING WITHIN THE ABOVE-DESCRIBED REAL PROPERTY. 1. Purpose. Grantee shall have the right to contact, operate, maintain, repair, replace, improve, remove, enlarge, and use the easement area for one or more utility systems for purposes of transmission, distribution and sale of gas and electricity. Such systems may include, but are not limited to: Underground facilities. Pipes, pipelines, mans, laterals, conduits, regulators and feeders for gas; conduits, lines, cables, vaults, swrtehes and transformers for electricity; fiber optic cable and other lines, cables and facilities for communications; semi -buried or ground -mounted fadlltles and pads, manholes, meters, fixtures, attachments and any and all other facilities or appurtenances necessary or convenient to any or ell of the foregoing. Following the initial construction of all or a portion of its systems, Grantee may, from time to time. construct such additional facilities es It may require for such systems. Grantee shall have the right of access to the Easement Area over and across the Property to enable Grantee to exercise its rights hereunder. Grantee shall compensate Grantor for any damage to the Properly caused by the exercise of such right of access by Grantee. 2. Easement Area Clearing and Maintenance. Grantee shell have the right to cut, remove and dispose of any and all brush, trees or other vegetation in the Easement Area. Grantee shall also have the right to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other vegetation in the Easement Area. 3. Grantor's Use of Easement Area. Grantor reserves the right to use the Easement Area for any purpose not inconsistent with the rights herein granted, provided, however, Grantor shaN not construct or maintain any buildings. structures or other objects on the Easement Area and Grantor shall do no blasting within 300 feel of Grantee's facilities without Grantee's prior written consent. 4. Indemnity. Grantee agrees to indemnify Grantor from and against Iiabeity incurred by Grantor as a result of Grantee's negligence in the exercise of the rights herein granted to Grantee, but nothing herein shall require Grantee to indemnify Grantor for that porion of any such liability attributable to the negligence of Grantor or the negrgence of others. lags 1003 EXCISE TAX NOT RSQUIIM King Co. B.ecords I' * Gas Easement 1111998 By � , r Tt;O.r!7 WOO 107047613/ RW -088330 Page 1 of 2 1J.a 1'b N r P�aER Order: Non -Order Search Doc: KC:2014 20140131000340 Page 1 of 2 /C . / N NO. Created By: bloedel Printed: 4/25/2014 8:25:24 AM PST � :0.002 2014013 Grantee's facilities without Grantee's prior written consent. 4. Indemnity. Grantee agrees to indemnify Grantor from and against liability incurred by Grantor as a result of Grantee's negligence M the exercise of the rights herein granted to Grantee, but nothing herein shall require Grantee 10 Indemnify Grantor for that portion of any such liability attributable to the negligence of Grantor or the negligence of others. 6. Abandonment The rights herein granted shall continue until such time as Grantee ceases to use the Easement Area for a period of five (5) successive years, In which event, this easement shall terminate and all rights hereunder, and any improvements remaining in the Easement Area, shal revert to or otherwise become the property of Grantor; provided, however, that no abandonment shall be deemed to have occurred by reason of Grantee's failure to initially install Its systems on the Easement Area within any period of time from the date hereof. 6. Successors and Assigns. Grantee shaU have the right to assign. apportion or otherwise transfer any or a1 of Its rights, benefits, privileges and interests arising n and under this easement. Wd ho t Smiting the generality of the foregoing, the rights and obligations of the parties shall Inure to the benefit of and be binding upon their respective successors and assigns. 24/ DATED this 2Z day of 1 " rZef9- GRANTOR ORCAS HOMES, LLC, a Washington limited Ilabllfly company ITS: 5/91' STATE OF WASHINGTON ) COUNTY OF �r- On this 22.E day of AM4 � r7_ Geicp a Notary Pu he in and for the State of KOPV`i ore Kms/ executed the within and foregoing instrument. act and deed and the free and voluntary act therein mentioned and on oath slated that tinted lted liabSly company. 26f9; before me, the undersigned. 1LVashbgton. day commissioned and sworn, personally appeared • to me known to be the person(s) who signed of ORCAS HOMES, LLC, the limited liability company that and admowledged said instrument to be free and voluntary and deed of said Ihnited liability company for the uses and purposes was authorized to execute the said instrument on behalf of IN WITNESS WHEREOF I have hereunto set my and official seal the day and year first above written. Wiry ad Nal rd W nodhma,rr to Inside V rry,r Gas Easement 1111996 WO# 1070476131RWW086338 Pegs 2of2 (Signature of Notary) ��// t() WG VG( V 4411 4 a N (Print or stamp name of Notary) / NalOTAR. '{K,H HIAA tktZ te . residing My ADpanbneM Expires: MR5/Z4/lO Order: Non -Order Search Doc: KC:2014 20140131000340 Page 2 of 2 Created By: bloedel Printed: 4/25/2014 8:25:24 AM PST Return Address: etSaiM. ti,r/k.. 'ROW b pr'tbM,nr �O 6fIx sr•ota(.) �t^t 1 "ui t (AA RKoaFI -cnif 11 1111111 11111111 11111 111 20140131000345 PACE -801 OF EN 994 EAS 73.00 01/31/2014 10:29 KING COUNTY, WA OR,CINAL Ptcae pd.* •r type Inforinitln. WASHINGTON STATF. RFCf1RTSI?D' 20140131000345.001 Document Title(s) (or transactions contained therein): (all areas applicable to your document myg be filled in) 1. EASE. t'tENT 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference ii's on page of document Grantor(s) Exactlyrras name(s) appear on document 1. WA t ITC) ArteS UL , , 2. Additional names on page of document. Grantee(s) Exactly as name(s) appear on document l.*R((^7 CTSou � D =t�I�Yrr.EXCISE TAX NOT :;CJ.7.1..: , 2. aa.► A-- i�1.0 It. `ii r Additional names on page of document. D1► J'/ wIF/rm' Legal description (abbreviated: i.e. lot. block, plat or section, township, range) 4 Ser,,2 TA.p.2314, —". 04•F.• Pt ILO Additional legal is on page ofdocument. Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned 531-4/— 01540 50 The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "I am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, 1 hereby understand that the recording process may cover ■p or otherwise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter. Do not sign above nor pa addhianal S50 lee if the document meets ma n/foratattiag requirements Order: Non -Order Search Doc: KC:2014 20140131000345 Page 1 of 4 Created By: bloedel Printed: 4/25/2014 8:25:25 AM PST RETURNADDRESI: Puget Sound Energy. Ina Attn: ROW Department PO BOX 67031, ESTMMW Bellevue, WA 0000114734 EASEMENT 20140131000345.002 REFERENCE 5: GRANTOR (Owner): ORCAS HOMES. LLC. ■ Washington limited (lability company GRANTEE (PSE): PUGET SOUND ENERGY, INC. SHORT LEGAL: NE 111, See. 27, Twp. 23N, Rng. 04E, W.M. ASSESSOR'S PROPERTY TAX PARCEL For and in consideration of good and valuable consideration, the reoeIpt and sufficiency of which aro admowledged, MICAS HOMES, LLC, a Washington limited lability company, ("Owner' herein), hereby grants and conveys to PUGET SOUND ENERGY, INC.,. Washington corporation (-PSE' herein), tot the purposes described below, a nonexclusive perpetual saasmord over. under, along across and through the 1otbwing described reel property (the "Properly' herein) N KING County. Washington: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE a EAST, W.U. IN KING COUNTY, WASHINGTON, DISTANT NORTH 111"51110" WEST 2155.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE 801111101°16'50" EAST 306.10 FEET; THENCE NORTH 65'58'10" WEST 160 FEET; THENCE NORTH 0096'50" WEST 305.40 FEET TO THE NORTH UNE OF SAID SECTION 27; THENCE ALONG BAND NORTH UNE SOUTH emir EAST 150 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. (AL80 KNOW AS PORTION OF TRACT 3, BLOCK 5, MCMICKEN HEIGHTS DIVISION NO. 2, ACCORDING TO THE UNRECORDEO PLAT THEREOF.) Except as may be otherwise set forth herein PSE's rights shal be exercised upon That portion of the Property ('Easement Area- herein) described as follows: M Easement Area 10 feat In width having 5 feet of such width on each aide of a centerline descried as follows: THE CENTERUNE OF ORANTEE'S FACILITIES AS NOW CONSTRUCTED, TO BE CONSTRUCTED, EXTENDED OR RELOCATED LYING WITHIN THE ABOVE DESCRIBED REAL PROPERTY. 1. Purpose. PSE 6he0 have the right to use the Easement Area to construct operate, maintain, repair, replace, improve, remove, upgrade and extend one or more utility systems for purposes of transmission, distribution and sale of electricity. Such systems may Include, but are not limited to: Order: Non -Order Search Doc: KC:2014 20140131000345 Page 2 of 4 Created By: bloedel Printed: 4/25/2014 8:25:26 AM PST \ 20140131000345.003 Underground faclitiss. Conduits. Tines, cables, vaunts, switches and tranabmrofs for eleciridty; Aber optic cable and other lines, cables end faalltiea for cormnunicatIons; semi -buried or ground -mounted facilites and pads, manholes, meters, Utees, attachments and any and al other facilities or appurtenances necessary or convenient to any or al of the foregoing. Page 1of3 folowing the inky construction of all or a portion of its system. PSE may, from time to tine, construct such additional taci9Ues as it may require for such systems. PSE shad hive the right of access to the Easement Area over and allose the Property to enable PSE 10 exercise its rights granted in this easement. 2. Easement Area Clearing and Maintenance. PSE shall have the right, but not the obligation to cut, repave and dispose of any and a1 brush, trees or other vegetation in the Easement Ares. PSE shell also have the right, but not the obligation, to control, on a continuing basis and by any prudent and reasonable means, the establishment and growth of brush, trees or other vegetation in the Easement Area. 3. Restoration. Fallowing Mai Instalatlon, repair or extension of 1s fadities, PSE shag, to the extent reasonably true, restore landscaping and surfaces and portions of the Property effected by PSE's wont to the oomition i underprior to such work PSE shat use good faith efforts ton its restoration paragraph as soon as reasons* possible after the completion of PSE's work. 4. Owners Used Easement Area. Owner reserves the right to use the Easement Area for any purpose not inconsistent with the rights herein granted, provided, however, Owner shall not excavate within or otherwise strange the grade of the Easement Area or construct or maintain any buildings or structures on the Easement Area and Owner shall do no blasting within 300 feet of PSE's facilities without PSE's prior written consent 5. Indemnity. PSE agrees to indemnify Owner from and against lability incurred by Owner as ■ result of the negligence of PSE or its contractors in the exercise of the rights herein granted to PSE, but nothing herein shall require PSE to indemnify Owner for that portion of any such Ilablky ettrtutebk to the negligence of Owner or the negligence of others. e. Termination. The rights herein granted Mall =Minus unlit such tins as PSE terminates such right by written instrument. If terminated any improvements remaining in the Easement Arse shal become the property of Owner. No termination shall be deemed to have occurred by PSE's failure to instal Ns systema on the Easement Ana. 7. Successors and Assigns. PSE Mal have the right to assign, apportion or ethanol's transfer any or all dib rights, benefits. privileges and interests arising in and under this easement. Without linking the generally of the foregoing, the rights and obrgations of the parties shat be binding upon their respective successors and assigns. DATED this day of 2014. OWNER: Oras Homes, LLC, s Washington linked Rabidly company, Pras1'd-14t-1- Order: Non -Order Search Doc: KC:2014 20140131000345 Page 3 of 4 Created By: bloedel Printed: 4/25/2014 8:25:26 AM PST 20140131000345.004 STATE OF WASHINGTON ) SS COUNTY OF KING ) Q0 On this Z8 day of %v 2014, before me, the underrTi�ggned, a Noisily Public in and for the State of Washington, duly commissioned nd aworn, personally appeared NA4tet' ui jW1 Q to me known to be the person who signed as TTre t:4rt.' — , of Orcas Homes, LLC, the limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be his/her free and voluntary act and deed and the free and voluntary act and deed of Orcas Homes, LLC, for the uses and purposes therein mentioned; and on oath slated that he/she was authorized to execute the said instrument on behalf of said Orcas Homes, LLC. IN WITNESS WHEREOF I have hereunto set my hand official seal the day and year first above written. Way w, leel . b. I'm., k (Signature of Notary) trG0la4 V-F/aL1s (Print or stamp name of Notary) l NOTARY PUBLIC in and for the State of Washington residing at de_. V/4 My Appointment Expires: «/ / 2O/G Page 3 of 3 WOd /RW- /Nit U•Map 2304E10S (Landfair - 5 Lot SP) ses Order: Non -Order Search Doc: KC:2014 20140131000345 Page 4 of 4 Created By: bloedel Printed: 4/25/2014 8:25:26 AM PST After recording please return to: Robert Dunbabin Sr. CIO Ed Flanigan 3401 Rainier Ave South, Suite B Seattle, WA 98144 INNIMEN 20140221000021 PAGE -dal OF 003 KING'C2614 06:48 COOUNTY, (. � 1 20141011 ,00021.001 PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L12-034 GRANTOR: ORCAS HOMES, LLC — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L12-034) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots kkagg gcfralciauRp1at No. L12-0034) � Grantor Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59' 10" West, 2156.10 feet from the Northeast comer of said Section 27; Thence South 015'50" East, 305.40 feet; Thence North 89°59' 10" West, 150 feet; Thence North 0°15'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89°59' 10" East, 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantor - Assessors Tax Parcel No. 537980-0040 Grantee Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59' 10" West, 2156.10 feet from the Northeast comer of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89°59'10" West, 150 feet; Thence North 0°15'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89°59'10" East, 150 feet to the point of beginning; Page 1 of 3 Order: Non -Order Search Doc: KC:2014 20140221000021 Page 1 of 3 Created By: bloedel Printed: 4/25/2014 8:25:27 AM PST 20140221000021.002 Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantee - Assessors Tax Parcel No. 537980-0040 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, AND 4 OF CITY OF TUKWILA SHORT PLAT L12-034 LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00°33'20"W, 175.40 FEET; THENCE N89°10'00"W, 25.00 FEET; THENCE N00°33'20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89°I0'00"W, 105.10 FEET; THENCE N00°3320"E, 24.00 FEET; THENCE S89°10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N00°33'20"E, 56.30 FEET; THENCE N 14°48'05"W, 41.54 FEET, TQ THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89°10'00"E, 36.00 FEET TO THE POINT OF BEGINNING. 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. Page 2 of 3 Order: Non -Order Search Doc: KC:2014 20140221000021 Page 2 of 3 Created By: bloedel Printed: 4/25/2014 8:25:27 AM PST r 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, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. r 1 601 20140221000021.003 IN WITNESS WHEREOF, said individual have caused this instnunent to be executed this 14 T* day ofµ1/ , 204_. STATE OF WASHINGTON ) )ss. COUNTY OF KING ) 1 certify 1 have know or have satisfactory evidence that Fd RT 'uN 4 1M 51Z. is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge as the Tht5117PlT of ORCAS HOMES, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 2f 1�}f 2oI4 Wwmw 1J• tt.NNIItm4 Notary Public in and for the State of Washington residing at StATTL4 lMA My appointment expires II In/20110 Page 3 of 3 Order: Non -Order Search Doc: KC:2014 20140221000021 Page 3 of 3 Created By: bloedel Printed: 4/25/2014 8:25:27 AM PST After recording please return to: Robert Dunbabin Sr. C/O Ed Flanigan 3401 Rainier Ave South, Suite B Seattle, WA 98144 \go 11111 20140221000022 HAN EAS 74.00 PAGE -eel OF ON 12/814 88:40 KING COUNTY, UA EXCISE TAX NOT REQUIRED Records Deputy PEDESTRIAN WALKWAY EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L12-034 GRANTOR: ORCAS HOMES, LLC — L12-034) GRANTEE: ORCAS HOMES, LLC L12-0034) Grantor Legal Description r 1 40/ 20140221000022.001 (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59'10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89°59'10" West, 150 feet; Thence North 0°15'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89°59'10" East, 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantor - Assessors Tax Parcel No. 537980-0040 Grantee Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59'10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89°59' 10" West, 150 feet; Thence North 0°15'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89°59' 10" East, 150 feet to the point of beginning; Page 1 of 3 Order: Non -Order Search Doc: KC:2014 20140221000022 Page 1 of 3 Created By: bloedel Printed: 4/25/2014 8:25:29 AM PST Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantee - Assessors Tax Parcel No. 537980-0040 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 Pedestrian Walkway Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: f 1 20140221000022.002 PEDESTRIAN WALKWAY EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L12-034 LEGAL DESCRIPTION OF PEDESTRIAN WALKWAY EASEMENT AREA: THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT. 2. This easement is for the sole purpose of the construction, use and maintenance of a Pedestrian Walkway Easement. 3. Grantee shall install any improvements in said Pedestrian Walkway 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 Pedestrian Walkway 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 Pedestrian Walkway Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. Page 2 of 3 Order: Non -Order Search Doc: KC:2014 20140221000022 Page 2 of 3 Created By: bloedel Printed: 4/25/2014 8:25:29 AM PST v This easement agreement shall nm 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. l 2014000022.003 14 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this /0 day of FFenmt/wgri , 20 $ . s,�� ut o ' ed Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that Rodd; R% I N/R4A1 is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge es the ..-&1/ T of ORCAS HOMES, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 2/1ril ?4t� tdwuvt( V• 11441'5,m pi Notary Public in and for the State of Washington residing atd'e. -/.D LVA • My appointment expires 8/Z3/'2MP_ Page 3 of 3 Order: Non -Order Search Doc: KC:2014 20140221000022 Page 3 of 3 Created By: bloedel Printed: 4/25/2014 8:25:29 AM PST city of Tukwila ::BON R•r!ald MComiaidh DAWn opnr 1280 Sailboarder Boulevard, T,*, WA MSS T.MphopLif206) 431-3670 FAX (706) 431.7/88 SHORT PL .T,NUMBER L12-034 k Knorr.pnmr!TBriwo,0i0andeNOnn.ownetlQo/n aanple or We lard M.ndMlMonl.HHde hereby pike.d.o.T,.rhr.MMnlierenf p Mil wry . Andocao.MHde Md Wdd10fn la)1.8.et be Bi1Mrd11W21Iawry mailas/1Ma .. • 70.0.551m50. 41 00 06y..n, e8hi d.Mdrp.d,rl8w.8fbelINred a WWI PI& The 0,10Il6pd 04,440 dada.. NM dolt Chit lo Se VW Pew „PnM!1NNl.n raid moot mrirrlaloU: end the eiie M m.de:dl. the Re.spnne.6 wd1./Wilm aollBtiolidtfi dl..winpF In Wilms yr hew writ, headband .adR. N..; 4:-LeV . UG Nr:i: ,1kernel'Y1 STATE O6 WASHINGTON . Courrty of lOng .. On Wm do pen.rallyappwnd Mien No 14ll 1)11lj 11J K- OF.fiIffiG ry%NTQS Io me Mo.. o 6. the Idlvld.W woe ...dtlr olefin and fpngelnn61.n.run6.4end , .4N.rI.dp.d that h.Mh..gwd IM some as Hnia6.r voluntary mA and Med 1mr thi-•:. ' twee and purpo..g th.rotn mentioned. LANDFAIR 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 114 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST GIVEN under my bend and ORM viol 11.1a of kW -W.26 14' Nem. an 18hvr1 V.•Flnhagaa 710•. My appolnli Nteylrer NP(• • STATE OF WASHINGTON County of • On WM day p nan•IN Apii:rWerra ..ant •. 10 n. Mown to M I. BRIvIdnd oho NiIpN.d Re within and fregp6 g inabw real and eaoowi.d*d hdahe dared 8..... a.,il1Rwrvekwiw apt end,•._•-•-.... ., deed. for beakedthebeaked sermon Ranh wenSerod. • GIVEN water ..ribrdand eHMY ei?611' dry/I 20 • • Name m eDnfeYddlW; TSr COUNTY FINANCE DIMON toe re paid writhe a 1..dEM04....d o per I. Wen irdnnp soureoreenli .Poor orl6d .:'IUanl.nrd .08.400.; fiele leyappolnrwnt eemYr: popd ima mn pdd li LAND SURVEYORS CERTIFICATE 1 11*0 4AS 1/04/3 hCX:552 ?L'S moldered de Mrd Swyer by the Woe of W..Mnpo.A ar6ry Mat Ole plat M bawd en en mewl auwy del. old d..n6 4Ian k, mer4r6d by we or under ry eupervIalorn MN We dldrr.., mums and= O..N.he.04Mn..n mrr6wrand Mat asaomnd. ether t.. I.w so..m.ren6, approved AN.eIMi d • Mfr dmf, have Gave ad and of prows Melted onto sound n depleted w Me plot. TUKWILA SNORT SUBDIVISION COMMITTEE APPROVAL RevMwed and mewed by the She &WN.bn C06656. mrd hereby corned trans SURVEY N NW 1/4 OF NE 1/4 WHA NONO IIIIIIIIIIIIIII OF SECTION 27 T. 23 N.A4E.. WA�11 20 042290 002 Leoel INEN6 LOU: THE NORTH 110.40 FEET OF THE FOLLOIWNO DESCFUSED PARCEL: BEGINNING ON THE NORTH UNE OF SECTION 37, TOWNSHIP 23 NORTH. RANGE 4 EAST, WM.,D0TNR NORTH 88'6610 WEST. 2166.10 FEET FROM THE NORTHEAST CORNER CF SAID SECTTON 27; 1FENCE SOUTH 071560' EAST 30640 FEET: THF -NCE NORTH 88'6617 WEST 150 FEET; THENCE NORTH 071560' VEST 30640 FEET TO THE NORTH UNE OF SND SECTION 27; THENCE ALONG SAID NORTH UNE SOUTH 88'3817 EAST TO THE POINT OF BEGINNING: EXCEPTIVE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY &WOE/TT OVER THE FOLLOWING DESCRIBED PORTICO/ BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SNORT PIAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, 807332WW,175.40 FEET: THENCE 6661000'W, 25.00 FEET; THENCE 1400'3370'5; 45.10 FEET; THENCE ALONG A • =,TANGENTIAL CURVE TO;THE ufFxHAVNG A RADIUS OF 20.00 FEET. AN ARC LENOT1(DF 31.32 PNET, THENCE 41601019041. 106.10 FEET THENCE- 737'20FE. 24.00 FEET; THENCE 85461000'5164. FEET;13 TANGENTIALCE ALONG A CURVE TO T)E LET H A RADIUS OF 20.00 FEET, AN ARC LENGTH ..OF 3.161 FEET:.. 1f0117TME, 56.30 FEET; THENCE 74541410' -3'41.64 #ECTO THE SOUTH *4.041064 OF 8160TH STREET: VENCE. ALONG SAD worn wacuttriourE. .• m00 FEET TOTHE.POINT OF BEGINNING. • ' RENNERBUBJECT TO EMELE(4TBVIIR `.TNE EMT 7.00 FEST OF THE WE}nEET OF 4611E NORTH 116.67 ,.... .FEET OF LGM Of 1MB SHO 1TPOA1 . •...... n . Lai2 : is •i11EcowT50.0e.E)(CE6TTNE NOi:TH 12040 FE7*OF Ile y. •, • FOU:01W1G PA DESCRIBED CRIBED MRCS.: _..-J- ' BEGNHI0O ON THE NORTH UNE OF SECTION 27,T0Wl654PN 23 NORTH. RANGE 41a0T. W.I4.•DISTANT NORTH 6856/10 WEST, 2156.10 FEET FROM liEMO PA`.4Y CORNERbF SAp'SECTI0N.:: LAN 27; THENCE SOUTH 071550' EMT 306310FE6:: THENCE NORTH:: • 6465010 WEST 150 FEET: WINCE NORTi(071636' WEST3j164O FEET TO THE NORTH UNE OF SAID SECTION 27 Y1ENCE AMONG SAD NORTH UNE 80U1N 885017 EAST TO THE poriteP BEGINNING: EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; Mika /r an wry of I. .1644000 • NOVO COUNTY ADSQSOITS M4ROi1Al:•' Ewmard end Approved by Gep.ree.n of; 3OLio dew of Goody Prod N.rwrle5 0011/81641 OWNER(S): ORCAS HOMES, LLC ADDRESS: 3401 RAINIER AVENUE S, swigar- -1411 SUITE B SEATTLE, WA 98144 SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTITY EASEMENT OVER THE FOLLOWING DESCRMED PORT1ON BEGINNING AT 461E NORTHEAST CORNER OF LOT 1 OF THIS SHORT PAT; THENCE. ALONG THE EAST BOUNDARY OF SAID LOT 1.807332011. 17540 FEET; THENCE N6461000W, 15.00 FEET: THENCE 1403.3320E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 2000 FEETSAMARC LENGTH OF 3192 FEET; THENCE Nr4610501Y, 105:10 FEETTHENCE 0403'3320E 24.00 FEET: THENCE 426"1000E, 164.0EFEE7; THENCE ALONG A TANGENTIAL CURVE .TO THE LET!( HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH ..y OF 31.61 FEET; THENCE 11001:120E, 5830 FEET; THENCE N14.48y6'W, 41.54 FEET. TO THE (1041711.M14RON OF S 160111 STREET, THENC4, ALONG SAI0'8017TH maRGE186010'00'E, 36.40158 T7o 461.E PONT OF BEGINNING. FURTHER Tl)DE6THER WITH A PL3IESTRWi EMEMEWT OVER THE tun' 7.00F.EET OF 'NEWEST 63.00 FEET OF. THE NORTH I16.67% • FEET OF1.17T 1 OF THIS SHORT PLAT. • . 309 f 135 VOLUME PAGE LEGALBEICRERILMUNEMEt 1aI.k. THE WEST 60.00 FEET OF THE EAST 100.40 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL BEGINNING ON THE NORTH UNE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST. WJA,DISTANT NOR1H 64.5010 WEST, 2156.10 FEET FROM THE NOR1HEnsT CORNER OF SAID SECTION 27; THENCE SOUTH 071557 EAST 30640 FEET; THENCE NORTH 64'6017 WEST 150 FEET: THENCE NORTH 071657 WEST 20540 FEET TO THE NORTH LINE OF 840 SECTION 27; THENCEALONO SND NORTH UNE SOUTH 676017 EAST TO THE PONT OF BEGINN1NQ EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PLNPOGE8; SUBJECT TO AND TOOETER WITH A PRIVATE INGRESS. EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESC MED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF TRI8 SHORT PLAT; THENCE ALONG THE EAST BOUNDARY OFSAD LOT 1, 800'33'20114. 17540 FEET; THENCE 148710001*, 2100 FEET; THENCE 7p0'33'20E,15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20. FEET. AN ARC LENGTH OF 31.32 FEET; THENCE N601000'W. 105.10 FEET; THENCE 1400'3320'E, 24.00 FEET; THENCE 88710'00'5104.00 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LET HAVING A RADIUS OF 20.00 FEET. AN ARC LENGTH OF 31.51 FEET; THENCE N00'3220'E, 58.30 FEET: THENCE 1414'465616, 4154 FEET, TO THE SOUTH MARGIN OF 8160TH STREET) THENCE, ALONG 8410 SOUTH MARGIN ea0'10oom. 386 FST To THE PONT OF BE0844N0. }i1RTER;?OGETHER WITH A PEDESTRIAN EASEMENT OVER THE <H,EAST 7.00 FEET OF THE WEST e3.00 FEET OF THE NORTH 11667 FEET, .19E 1071 OF THIS SNORT PLAT. .FIE WW1' 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE :: FOLLOWING DESCRIBED PARCEL BC -GINNING ON THE NORTH LINE OF SECTION 27, TO1N3/41923 NORTH. RANGE EAST, WJA,DISTAH7 NORTH 8465010 WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 061560' EAST 306.40 FEET; THENCE NORTH 676017 WEST 150 FEET, THENCE NORTH 071567 WEST 30640 FEET TO THE NORT51 UNE OF SAD SECTION 277 HENCE ALOINS SAID NORTH UNE SOUTH 5466017 EAST TO THE POINT OF BEGSN640; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS. EGRESS AND UTIUTY EASEMENT OVER THE FOLL.OWNO DESCRIBED PORTION: BC -GINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PUT; THENCE. ALONG THE EAST BOUNDARY OF SMD LOT 1.807731010. 17540 FEET: THENCE N0010V01M, 26.00 FEET: THENCE 1000'3320'E,15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF Fa20.� FEET, AN ARC LENGTH OF 31.32 FEET; THENCE r loam, 106.10 FLET; THENCE 50301320'E, 24.00 FEET; THENCE 8601000E 10030 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET. AN ARC LENGTH OF 31.51 FEET; THEJ4CE No0'8320 E, 5830 FEET; THENCE N14YEO*W, 41.54 FEET, TO THE SOUTH MARGIN OF 8180171 STREET; THENCE, ALONG SAID 801051 MARGIN Sar ware, 36.00 FEET TO THE PONT OF BEGINNING. • :• FURTER TOGETHER WTTH4 A PEOE8TAW4 EASEMENT OVER THE FAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.87 FEE17- 6 LOT 1 OF THIS SNORT PUT. Site Survey & Mapping, Inc.°` ...+a..r,..prmn Nlte7ii1000 Ne ...plM on wow exaudi.0 r61N 6Y /J GATE 1610.016. JOB OEOQDST TI/1Y EWE r• 30 _f City of Tukwila ,Webadm1«R aCN.Mrty Dr/Newnan' ISS WWWlwndr lmMvrd Tukwila. WA 981N TVM1phawN) 431.170 FAX 4204) u1 0W E4RMI:XXXIOWWWWWWWW SHORT PLAT NUMBER L12-034 • • 9112219111 THIS SHORT FLAT COM.wl ANG69EIR FCR 0.39301.422Rost FscomKWArp,. UT1U1931aR THE FEWER OE IE 90199 OF Lan, 1111 91 of Ise YQRrFW. ORwERar OF MD LOTS 1. L f.Mq/smarms wilRr FIAT 1.30E3111A21 ..0110a g NORTH uw warmanagram,' am,'ro TIE PoeOE Emma MORT a Rossi >o FEET BLEW ROWPURPOSES. SINME OE CTT OF TURKS COWRY OF @O. STATE OE MNE.67113}:.neCWB4rof01mUBO®Ta'" 1RNO FrobeFarMrIORMnQB�TRaMNVDEKT FoT: '.: •, ......HONCENORTH warTn6aMRTmixerTE OfMaWnmoun .r. 1490• .1.91T CME. LANDFAIR 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST 00.00' • LOT 4F': 4333311111 SlRaT l: m90l 50.00 `v w2di' F LOTS (M,9DSOH,E,1 v.TmsP.m (.0150 5Q mTrIE11 I ' .�: i441S15ba Tj •••• eSIT11K beriatow W.. i'.'.:. f•' 2 FUTURE OEVELO MEHT MIXOHOMES AREWILCO'i' WILCO' TO THE RECOMMENDATIONS OFTHE GEOTECHNICAL REPORT PREPARED BY ROES, LLC OH JANUARY O. 1214. 369 / t 3(0 FOUHD NW, `ONS vx uRENHMA e 1.1 Na3 eue ICTALLOT 41,300 SQUARE FEET SSEEVALLO119333212, LOT 1 •1701 FEET LOT7.30.00 FEET LOTS •60.00 FEET LOT4. MOB FEET ORE STORY HOUSE TO REMAIN 1. M.I. A1TUfE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM SISTA/1ED. :L� j )6 3p 1INCHl•30 FT. n h 1 r — — —Farkalml — — — — r W 0.0 0 I144 I• 71 AE4. "' KIT m4E1O` Rr•111999 EA DETAIL .00 11011.1000112 VICINITY MAP ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE. WA 98144 3464728 Lawrence Sandberg Bergit Sandberg 3464729 South Seattle Land Company 3464730 Linde Edith Louise Jensen Edith Louise Cooper Gana Calyenn Florence JH Mahler Isabelle D Mahler Florence J Galyenn VALLEY VIEW SEWER DISTRICT 3460 S 148TH STREET PO Box 69550 Seattle, WA 98168-9550 (208) 242-3238 20140324000711.001 09121111111111 NOTICE OF CLAIM OF SEWERAGE LIEN GrantorLANDFAIR LLC Grantee: Valley mew Sewer District Progeny Address: 4237 S 160 ST King County Parcel: 5379800040 Valley mew Acct: a 06-121806-01 Amount of Uen: $ 319.06 plus any future utility charges and penalties, which will continue 10 accrue and muse be pard before the lien can be released. Legal Deacriptron: ABBREVIATED LEGAL / FULL ON FILE NOTICE IS HEREBY GIVEN that Valley View Sewer District, a Washington municipal corporation, has and claims a Asn for sewer charges against real property situated in IGng County. Washington, as legally described above. Sewerage disposal charges and/or sewer connection charges, together with penalties and interest are currently delinquent. Therefore, a lien, superior to ell other claims, encumbrances, and Liens except only a rant for general taxes, is hereby claimed pursuant to RCW 57.08.081 against the real property Identified above, in the amount shown above. NOTICE IS FURTHER GIVEN future sewerage disposal charges and/or sewer connection charges. penalties, and Interest will be added to the delinquent charges Identified above H the delinquent charges are not paid. In the event that a foreclosure action Is convnenoed pursuant to RCW 57.08.081 In King County Superior Court, alt attorneys' fees, costs, and disbursements alowed by statute will also be added to the current and future delinquent sewerage disposal charges and/or sewer connection charges, penalties. and Interest. Valley View Sewer District reserves the right, pursuant to RCW 57.08.081, to cut off sewer service to any or all of the above listed properties. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and Correll. GATED this 17' day of March, 2014 General Manager STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that DANA DICK is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the Manager of Valley View Sewer District to be the free and voluntary act of such party for the uses and purpose mentioned In this instrument. Witness my hand and office seal this day, lessu:ptc, Wk "yr ‘..1/44:6051.7, 2.09-1‘ Z grhgr Or reol a Order: Non -Order Search Doc: KC:2014 20140324000711 Iau. 411 ip,-) LAME: ,Iue A Wilson (Print Name) Notary Public in and for the State of Washington residing at Seattle. Commission Expires:219/2014 Page 1 of 1 Created By: bloedel Printed: 4/25/2014 8:25:30 AM PST x • 4 1 \ h`; CD112lrtlrtlp FltAttlFE9 t1. 1.41,1 February 24, 2014 Mr. Bob Giberson, P.E Public Works Director City of Tukwila, Public Works Department 6300 Southcenter Blvd, #100 Tukwila, WA 98188 RE: Landfair, 4 -Lot Short Platy 14062 33rd Avenue S and Landfalr 2, 4 -Lot Short Plat, 4237 S. 160th Street Dear Mr. Gllberson: Job Na 1774-006-013 I am following up with you to help facilitate the processing of the two above -referenced projects based on recent correspondence with the City's Planning Department and our last meeting on December 11th, 2013 If you recall, our clients Ed fbnigan and Bob Dunbabin have been trying to find a solution that would allow them to fully develop these two properties, while providing improvements that may be equal to, or better than what would normally be required of similar developments in the City. The following is a summary of our discussions regarding each of the projects. Nva A'S acelmov-eb tg N0uJ Z oP -rye 0R -LAS •%.41►T• ESN Federal Way MOS Mk des S. Ste 105 Federal Way. WA 90003 253.0204113 tel 000345.560 tett free 203.200.7104 fax Landfalr 2. 4 -Lot Short Plat. 4237 S. 160th Street We would like to permit the development on one additional lot (Lot 5) on the western portion of Lot 1. We understand that this additional lot would cause the project to exceed the maxdmum number of lots on a private road. While technically this lot would front onto S 160th Street it would not be able to take physical access off of S 160th Street due to the topography along the property frontage. In exchange for allowing Lot 5 to access off of the private roadway, we are proposing to widen the north side of the private road surface a distance of 4' and install grasscrete, or similar pervious pavers along Lot 1 and a portion of Lot 5. In addition, we are also proposing to grant a t7' --wide private easement between Lots 1 and 5 so that a 5' -wide, private walkway can be constructed from the te roadway to S 160th Street (see attached Exhibit 1). This walkway meets the need to provide safe pedestrian access from these new homes to the adjacent street without having to place a typical sidewalk along the private roadway. Landfalr. 4 -Lot Short Plat, 14062 33rd Avenue S. We would like to further subdivide Lot 4 to provide 3 additional lots (7 lots overall), by submitting a new short plat application for Lot 4 of the cunent short plat In order to facilitate this, we plan on finalizing and recording the current short plat ESM Evened 1010 SE Everett Mall Way. Ste 210 Everett. WA 10200 442,71100 tel 504.415.4l44 ton Inn 425.2P7.3P111 tax Cir 1 Engineering Land Surveying 30 Laser Scanning Lend Planning Landscape Arch lecture 011 WWW esmc,vl' corn „ ♦ • Mr. Bob Giberson February 24, 2014 Page 2 with two minor modifications. The first modification is the dedication of a right-of- way return at the intersection of 34th Place S. and 33rd Ave S. The second modification is the addition of a 10' -wide public sidewalk and utility easement along the entire frontage of 33rd Avenue S. The right-of-way return is being added so that the improvements at this Intersection can all be contained within the City's right-of-way. The sidewalk and utility easement is being added so that future construction of a sidewalk along 33t1 Avenue S. can occur without the need for additional improvements on the west side of 33`d Avenue S. This will provide the City with an option so that a future sidewalk along this roadway can have the least impact on the neighbors to the west Under a typical development scenario, we understand that this project would be required to install Improvements along its street frontage (about 154' along 33r1 Avenue S. and about 127' along 34th Place 5.) which would include pavement widening, curb and gutter, catch basins, stormwater pipes, a sidewalk, street trees, street lights (where needed) and undergrounding of the existing power poles. Instead of constructing these very short sections of improvements In areas where there is little, to no possibility of additional development installing similar improvements, we would rather pay the City a fee in -lieu of installation to be paid in full prior to the issuance of any building permit This fee will be applied to any future sidewalk project in the area that would be more beneficial to the community. We understand that this approach is allowed under the Section 4.0.4(C.)(1) of the City's Infrastructure Design and Construction Standards. Our intent here is to provide a financial contribution to a much larger sidewalk installation project in the immediate area, which was annexed to the City in 1990. For instance, sidewalks could be installed along the east side of 33rd Avenue S. from 34”' Place S, to S. 140"' Street to provide a safer walking route to Cascade View Elementary School. ff 1 have adequately summarized the topics and direction covered our meeting, please provide a written, affirmative response at your earliest convenience. I've provided a signature line below for your ease of response. You can scan and email a signed copy to me at eric labrie©esmcivil,com, or fax It to 253-838-7104. Sincerely, ESM CONSULTING ENGINEERS, LLC TUKWILA PUBIJC WORKS DEPARTMENT ERIC G. LABRIE, AiCP Bob Giberson Pdi~‘ .E Vice President/Director of Planning Public Works Director Enc. cc: Ed Flanigan (w/enc.) Haemalengriesm-jobs11774100610131documenitletter-003.doc STATE OF WASHINGTON f� CIT' OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planningQa,TukwilaWA.gov f 1 • AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly swom 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 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at ite (city), J(state), on Ali L / 20 Ai goi301-7 &44i / Al (Print Name) b(, 1241 Kiiet ANS . wnd (Address) - >TC„1� ANA- . 981 l j \( Lofo • 59' . 43 03 (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. „us,. , ►� . P e, 'O BEFORE ME ON THIS DAY OF Ar2-iL. , 20 iii ��.�} .... .3 Ww61rGt V fI t'a Uvi NOTARY PUBLII in and for the State of Washington residing at 'CTL-� WA pI, rpi esll°0%. 4/411/11111100 A:1Land Use Applications in PDF\Short Plat Jan2011 for PDF formatdoc My Commission expires on 1 t/Z8 / 2t ( p i CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning(a,TukwilaWA.gov SHORT PLAT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: File Number: �� A `_ D a. ez? — `?l Application Complete Date: Project File Number: / ��(y)/ c `--'� �t Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: ORCAS HOME SHORT PLAT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4337 S. 160th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 5379800040 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Han Phan, PE Address: 5130 S. 160th Lane, SeaTac WA 98188 Phone: (206) 229-6422 FAX: E-mail: Signature: pbg.engr@yahoo.com H:\ and Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc Date: ./2 -3/ze7/171 f2dss luvtii an Q . Cann cd. \ahs um \'+ 1,^'4;a)trIA CAW t nnn- —' i z ',^ `Kms, Virr'.y� �i �La.✓ i..i � i�t+� `_tea 4t .! ffel tJli�, 1t• i...1. ? , •, P A' 1Ft , x '$w s w1-1,5A......7,t-.--.0:-, . ;"ir' ''...-,ts'.r��-fir 9„� as Vit- i , ,'2 � r'% -Z f1 1 e) 6�y-''r 4;..r. w •�'j.A A .1.