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Permit L07-051 - HERNANDEZ NICOLE - WESTAR SHORT PLAT
WESTAR SHORT PLAT 14060 - 35 AVE S L07-05 1 October 5, 2007 Nicole Hernandez 25 Central Way, Suite 400 Kirkland, WA 98033 RE: Westar Short Plat L07 -051 LAND DIVISION LAND DEVELOPMENT PRE06 -023 14060 35 Ave S Dear Ms. Hernandez, JR H: \Short Plats \Westar\Westar PrelimApproval.doc City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION Steven M. Mullet, Mayor The Short Subdivision Committee has completed review of your short plat application (No. L07- 051), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Page 1 of 6 10/05/2007 8:37:00 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Conditions of Approval PRELIMINARY APPROVAL CONDITIONS 1. The existing garage on Lot 1 and shed on Lot 2 shall be demolished prior to final approval. You may demolish the garage after obtaining a permit from the City (contact the Permit Center at 206 - 431 - 3670). Plans submitted with the future Public Works permit shall show where parking will be provided for at least two cars each on Lot 1 and Lot 2. 2. Short Plat Survey shall be modified to include the following redlines: 1. On sheet 1 of 2 of the Short Plat Survey, please provide the following: a) Delete easement provisions. b) Tax Parcel Number shall be shown next to the existing legal description per redlined comment. c) "No Parking Allowed" shall be added to note 1 on page 1 of 2, per redlined comments. 2. On Sheet 2 of 2 of the Short Plat Survey, please provide the following: a) Show the nearest fire hydrant and distance to the south property line measured by means of vehicular travel on sheet 2 of 2. b) On sheet 2 of 2 show length of 10' private storm drain easement across lot 2. c) Do not show the garage and shed. 3. Access road, utilities, undergrounding of power, and extension of the sewer and water lines to the lots shall be approved by the appropriate departments and/or utility and conform to the Westar Short Plat Civil Plans dated July 2007. As -built plans shall be provided to the Public Works Department prior to final approval. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179 fora Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. 4. A Transportation Impact Fee applies to the future Building Permit(s). A Traffic Concurrency fee of $300 will need to be paid as a condition of final short plat approval. See Pavement Westar Short Plat L07 -051 JR Page 2 of 6 10/05/2007 8:37:00 AM H:\Short Plats \Westar \Westar PrelimApproval.doc Mitigation and Transportation Impact Fees Bulletin no. A3 and Traffic Concurrency Certificate Application — Enclosed. 5. Separate easement documents and maintenance agreements for any common infrastructure shall be submitted to PW for review and approval prior to final of PW infrastructure permit including the following: 1. A joint use driveway (with legal description and graphic depiction) 2. A 10' private drainage easement 3. An 8' private sanitary sewer and storm drainage easement across the adjacent property to the east. 6. Prior to development of Lots 1 or 2, the following will be required: There must be a fire hydrant within 250 feet of all building sites. If the fire hydrant is not capable of a 1000 gallon per minute flow the future houses will be required to provide interior sprinklers, to be approved by the Fire Department. This requirement must be stated on the face of the recorded plat, and must be met prior to issuance of any building permits for Lot 1 or Lot 2. 7. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 8. 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: 1. A survey map as described in the application checklist, amended to reflect redlines and consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Separate easement document with legal descriptions for any common access /utility infrastructure. 4. Separate joint Maintenance Agreements for the access road and drainage system. Westar Short Plat L07 -051 JR Page 3 of 6 10/05/2007 8:37:00 AM H:\Short Plats \Westar \Westar PrelimApproval.doc APPEALS This short plat approval decision is appealable to the Hearing Examiner One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If 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 (10/26/2007). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $105. 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. Westar Short Plat L07-051 JR Page 4 of 6 10/05/2007 8:37:00 AM H:\Short Plats \Westar\Westar PrelimApproval.doc 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, 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, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by October 5, 2008, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Westar Short Plat 107 -051 JR Page 5 of 6 10/05/2007 8:37:00 AM H:\Short Plats \Westar\Westar PrelimApproval.doc If you have any questions about this matter please direct them to the project planner, Jaimie Reavis. Sincerely, ck Pace Chair, Short Subdivision Committee Enclosure: Short Plat Survey with redlined comments Civil Site Plan with redlined comments Public Works Bulletin A3: Pavement Mitigation and Transportation Impact Fees Traffic Concurrency Certificate Application City of Tukwila Resolution No. 1627 Sample Private Ingress/Egress & Utility Easement Sample Private Storm Drainage Easement Sample Private Sanitary Sewer Line Easement Agreement cc: Jim Morrow, Public W rks Director Nick Olivas, Fire Chief coy Scott E Sherrill & Beverly Sherrill, Owners King County Assessor, Accounting Division Wester Short Plat L07-051 JR Page 6 of 6 09/19/2007 12:34:00 PM H:\Short Plats \Westar \Westar PrelimApproval.doc 20070524001992 .... PRIVATE sanitary SEWER LINE EASEMENT AGREEMENT ,.. Reference 4 Grantor: TALAT BOTROS • Easement for Sewer Line. Grantee: TALAT BOTROS ....,....;,...../.:•:* ., ...::: Grantortegal Description: ... ..:-,,. • **:•.:c' ::: ... ,f :. .. .. . : . TIIAT P.GR170 OfTRACT 60, RIVERSIDE INTERURBAN TR ACTACOROIN6 TGTHE PLAT • THEREOF gecoRbEp.m.yoLumE 10 OF PLATS, PAGE 74, IN KING CCRIIITY, WASHINGTON, .. .. . ... .:... .I5ESCRIBED AS FOI,LOWS: .."-.. 601.11MENC* AT THE SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN ..: ...: ........• .... TRAIL7k.,.....' THENCE S 89 4LO4G 71E SOUTT1 LINE OF SAID TRACT 60, A DISTANCE OF 159.95 FEET TO THE TRUE FOINT.40011EGINMNO; ::.•„. TRACT 60; THENCE N 0 4 0 53'32"W 34.63 FEET Tf.,)*THE NORTIILINE OF THOOUTH 88.825 FEET OF SAID THENCE N 51 11.04 'FEET; THENCE N 04°53'32"W 16.91::...FEEt.„,..... THENCE N 89°17'.51"W69.38FEBt; '''''• .::: ,:•.: .,: THENCE N 00 30.74 FEETY .,.„,••• '' . .. .. .. — THENCE S 89 ALONG SAID NORTH Li144 A IfilSiAN ESOP I 1 iSii FEET; THENCE S 00°46'11"W 88.82 FEET T A POINT pp nit sOurfl LINE OF SAID 'TRACT 60; OF BEGINNING THENCE N 89° 17'51"W ; ALONG SAID SOUtt(LINE,...A PIST.ANCE OFIC69 FEET TO THE POINT Portion of Assessor's Tax Parcel No, 7340600926 Page 1 of 4 Initials: Grantor Grantee • • .• • • - ; E TAX NO. Recu tc mag Co. THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned ; wner(s)(grantor) in fee simple of the land described herein. And iS'for the•benefit of the Grantee's property. For'and in consideyation : of the mutual covenants, an agreement hereinafter expressed and other good and vaivabli considetation, in'hand Paid of which is hereby acknowledged, the parties hereto agree as follows: •:;: 1. The o • • � • � dd. ..:...:4..,:. wtters ofthe above' ,scribed d hereby define, grant and convey to the present and future owhez gra4teej of qie land described As `b11ows :, % LOT 1 LECAIt•I DESCRIPTION THAT PORTION OF TRACT '�� ' TRACT 60, RNERSIbE,INTERURBAN TRACTS, ,ACCORDING TO THE PLAT THEREOF, RECORDEDIN VOLUME 10 OF.,PLATS, PAGjr`74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNED OF:TRAC:T 60 OF RIVERSIDE INTERURBAN TRACTS; . • THENCE $ 89 °17'51"E, ALONG THE SOUTH LINE C>! „.SAID D1S :': FEET TO:.A'STONE MONUMENT, AND THE TR�JE POINT' O BEC r4 DTSTd CE OF .' : THENCE CONTINUING S 87°17'51M, ALONG SAID SO A . f: :::' : THEN( N 00°32'34 "E 30.74 FEET; •.,...•••_ .' A D T '! OF 124:95 FEET; THENCE N ,89° 17'S I "W 69,38 FEET; • • THENCE 11`04 "W 16.91 FEET; • THENCE:N 51 °:i9'0•;'W 11.04 FEET; TkAC'F TOENCE4 °5 N 03'3 34.63 FEET TO THE NORTH LINE OF THE scant-1E14.82;5 FEET OF SAID 6 ..:THENCE N• 17'5 p'W, ALONj SAID NORTH LINE, A DISTANCE OF 46.48 FEET TO THE EAST •' 1NE O) HE WEST 30,001E4 OF SAID TRACT 60; THENCE S 00P53.!21" W; Al ONO SAID EAST LINE, A DISTANCE OF 88.82 FEET TO THE POINT OF BEGI :14Na Portion of Assessor's Tax Parcel'No., 3 0 Page 2 of 4 Easement for Sewer Line. Initials: Grantor Grantee : „ „ exclustieperpetual Water Line Easement over, across, along, in, upon and under that portion of said grantor's land described as follows: ' • : SANITAFt Y SEWER LANE EASEMENT OVER PORTION OF Larg„oF SHORT PLAT L06-032 • Km OP S EASEMENT AREA AN .EASEMENT JO FiETfriVIDTkj.,YINb 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTERI) COMMENCING AT TliE NoRTIiEAgT CORNER.pPSAID DESCRIBED LOT 2; THENCE N 8011'5inV, ALONG THE NORTH:LINE OF SAID LOT 2, A DISTANCE OF 48.01 FEET TO THE TRUE POINT OF BEGINNING OF SAD BASEMENT CENTERX.INE; THENCE S 013°00'00"W 58.0.9 FEET TO.THE'sovni.riSit of SAID L)t2 AND THE TERMINUS OF SAID EASEMENT CENtERLINE. • • . • , . , • 2. This ea.ement is for the sole purpose of theconitructienilute and:thaiutinate of a iiititary SeMieic .:;.,. Line, toðeriVidt the right of ingress and egress fai!..sai1 iiItc tion .i.,. te • . 3. Grantee shall instil said Sanitary Sewer Line at its sole cosiand..expense and shall ccuithuie tu.,-..:' .... ... .., maintain and to bear all cost of repair and maintenance of Old Bainitiry Sfiivertine. ,... 4...Grantce shall' hold .Grantor harmless from and against any and all claitiis.,whichmay'beitadeitgainst ,. .. .. *tor arising nut ofthe installation, operation, maintenance or repair of said *RAO Sewer Line . .S .. , ... ... ••■-... 5. Theterein easement and agreement may be amended only with the written agreement of Grantee herein, his heirOndior agio. '!.; •:: ..:,. This eilliekEint agreemMt ruii with the law and shall be binding on all parties having or acquiring any right, title or interest id.thelandsde:cribedhereili or any part thereof Easement for Sewer Line. Initials: Grantor Grantee a 1 Om am all ii1111ra Imp TalatBdtrok G ........ `,.• STATE OF WASHINGTON) ..s. • • ) ss. COIJNTY OF KING ) e i-•- : • :.. .;:' •!. •••• I certify that I know or have satistact4y evidence that . d_..,..tv• -7-- - --....••••49.97Zato . is the person who appeared before me, and aclinowiFdgealltdirshetiheygiignoil this instnzment and acknowletiged'it boa/hers/their free and voluniny act an deed or sneh patty./Or the tips and.PurOses • • therein mentioned in the instrument. ..:., ... I • t • • • • • • ..‘ e ... . . . ' ..: __ v., L'• Af4, 2 007 •• : ... : . .• ..,... DAtEp this:" day of , Title .. Residing at , re;"'" Ca MyAppoiiitment Expires: otoreryiroygo. • i!+lot!ny Signatiire . • Page 4 of 4 Residing: at . . • •• My AppOlimue* Expires Easement for Sewer Line. Initials: Grantor Grantee ... ' t'' • .. .,,, .. .:' :::., •:... :: ..-•:. •• / TALAT BOTROS. SHORT PLAT ,EASEMENTS ,••• .. • .:.• .. .:•••••"..:. . ? . ; • . . ' ' 0 - , ... .. .. . ; ' : : - • . . . . • ' . • .• ' U) '''::: ;2; . . • . ' PRIVATE ROn,.::ESMIT. REC. No. 2991900 15' PRIVATE ACCESS ''''''''''' • ESM'T. FOR LOT 2 • 1 :\ EXHIBIT "A' 1 L - J 5 PRIVATE STORM HANSEN SURVEYING' LAND SURVEYORS & CONSULTANTS 17420 118TH AVE. 3.E.. RENTON, WA 98058 TEL 425-235-8440 FAX: 425-235-0288 .1. LOT #, When Recorded Return to: Charter Homes, Inc. 601 Union Street, Suite 3920 Seattle, WA 98101 PRIVATE STORM DRAINAGE EASEMENT AGREEMENT Reference City of Tukwila Short Plat No. L03 -047, Lot 8 GRANTOR: Charter Homes, Inc. — (Owner of Lot 8) GRANTEE: Charter Homes, Inc. — (Owner of Lot 1 thru Lot 9) Grantor Legal Description A PORTION OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, LYING WEST OF DAVIS REP -LAT OF SAID TRACT 54, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 24 OF PLATS, PAGE 49, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 100 FEET THEREOF; COMMENCING AT THE NORTHEAST CORNER OF ABOVE SAID DESCRIPTION BEING A POINT ON THE SOUTH MARGIN OF SOUTH 130 STREET; THENCE SOUTH 00 °50'20" EAST ALONG THE EAST LINE OF ABOVE SAID DESCRIPTION A DISTANCE OF 140.00 FEET; THENCE SOUTH 89 °09'40 WEST A DISTANCE OF 25.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 °29'40" WEST A DISTANCE OF 100.75 FEET TO A POINT ON CURVE WHICH BEARS NORTH 35 °34'00" EAST FROM ITS CENTER; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 20.82 FEET AND CENTRAL ANGLE OF 23 °51'43" TO POINT OF TANGENT; THENCE NORTH 00 °50'20" WEST A DISTANCE OF 42.77 FEET; THENCE NORTH 89 °09'40" EAST A DISTANCE OF 105.03 FEET; THENCE SOUTH 00 °50'20" EAST A DISTANCE OF 63.00 FEET TO THE TRUE POINT OF BEGINNING; SITUATED WITHIN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN THE CITY OF TUKWILA, WASHINGTON. 1 Assessors Tax Parcel No. 734060 -0803 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s)(grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage Easement over, across, along in upon and under that portion of said Grantor's land described as follows: A STRIP OF LAND 7.5 FEET IN WIDTH LYING ALONG NORTH 7.5 FEET OF THE ABOVE SAID OWNER'S PROPERTY; 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drain Line 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 Storm Drain Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. WITNESS my hand and official seal hereto affixed the day and year above written. print name Notary Public in and for the State of STATE OF WASHINGTON) )ss. County of King ) Washington, residing at My appointment expires Grantor Date Grantee Date I certify that I know or have satisfactory evidence that 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 acknowledged it as the of , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires 20070524001994 WHEN RECORDP.D•RETURN TO: Talat Botros 7715:1 Axe SE New Castle, WA 98056 FILED FOR RECO1 AT ' REQUEST. ? fi r' • PR1VA3 :: NGRESS,. g.CREESS AND UTILITY .EASEMENT AtREEMENT •rence' City ot'Ilikwtis S116rt`Plat No. L06 2, Reference # Grantor: TALAT BOTROS Grantee: TALAT BOTROS Grantor .egal DescaSption: LOT ='I LEPAI, DE4RIPTION; Portion of Assessor's Tax Parcel No. 7340600926 Page 1 of 4 Easement for Access & Utilities Initials: Grantor Grantee iiAS 400 1994 36.80 TY14 31 TEAT PQRTl ,J4 Of TRACT 60, RIVERSIDE INTERURBAN TRAC ItACCGOR)INc *THE PLAT '0.1EREOF, RECOROE1)1N.VOLUME 10 OF PLATS, PAGE 74, IN KING COI<7NTyy WASHINGTON, •ESC1UBF.. AS MOWS: c MMENCING AT TO SOUTHWEST CORNER OF TRACT 60 OF RIVERSIDE INTERURBAN THENCE S 89 A ON©,T`HE SOUTH LINE OF SAID TRACT 60, A DISTANCE OF 30.00 FEET TO A STONE MONUIO T, AND T HE:TRUE POINT OF BEGINNING; THENCE CONTI/4JING S 7'5 L "E, ALONG SAID SOUTH LINE, A DISTANCE OF 129.95 FEET; THENCE N 0 0 ° 32'54 "E•30.74 FEET; " ' • THENCE N 89°17'51"W 69.38 FE> T;,, <: THENCE N 04 °53'32 "W 16.91 'FEET; THENCE N 51 ° 19'07"W 11.04 FEET; THENCE N 04 °53'32 "W 34.63 FEE'1`"'I'O THE NORTH LINE OAF THE SOIJTHE 88.825 FEET OF SAID TRACT 60; THENCE N 89°17'S 1 "W, ALONG SAID NORTH I; T 60 ' A DISTgNC1 OF 46.48 FEET TO THE EAST LINE OF THE WEST 30.00 FEET OF SAID TRACT THENCE S 00 °53'21 "W, ALONG SAID EAST LINE, •A Dl'STMNCE : OF 88.82•1EET' 'gip THE'POINT OF BEGINNING. TAX NOT F.EQUI'FE3 41:#1.i.EASEMENT AGREEMENT is made and entered into by and between the undersigned oaner(s)(ittantor) in fee simple of the land described herein. ....,°' : :ttlefur the benefit of the Grantee's property. •• • ••• ••, . For anc.rin consideration ofthe mutual an agreement hereinafter expressed and other good and ...::: valuable eorisk hand pAti, receilif of which is hereby acknowledged, the parties hereto agree as . '" . ... : ,..4011c0s: :. ., ,... .• ....:. ... :. .' ..... ...: •,.., .,.. .. ....• • ..... ;... . ....:.- I. Theirwtters oi..thei described land do hey* define, grant and convey to the present and future owners (grantee) oh he land discribid as followi; •?:: ;:' .:.. , •.• ., .... „ iw:iuG........m.9.1i ... •• ., • .•. THAT PORTION OF TRACf 60, RI'VEOIDEINTERAIRbA141:TRACTS6cORDING TO THE PLAT , DESCR THEREOF, RECORDED IkvcOmE...000 PLATS; PAGE 74, IN KING 00UNTY, WASHINGTON, IBED AS FOLLOWS: .:*•:.. ...,': :::: .-: .,:: ,...'..:::: ':: „,.... .'':: TRACTS- - COMMENCING AT THE SOUTHWESiC0 Of? TRAC1600F *VEYSO4.INTERURBAN. ••• • .• • ••• ,• , THENCO 89°J 7'31"E ALONG THE SOUTH LINE OF SAU) TRACT 60 :'A.,DISTAi4CE OF„:459,45 .... ..„...:... •, , ::. .• ,„. ... ::.:,. FEET TO THE tR,IJE POINT OF BEGINNING; .',::: .. .,' ....,...... :: ;.. ;. THENCE N 00°32'M"E 30.74 FEET; . „t• •• •• ••"•. . „ :. ,• , • •• .• .• THENCE N.419?17'51''W 69.38 FEET; THENCE N 04153'32"W 16.91 FEET; x ..... .." TIIENCE'INI 51P9'07”W 11.04 FEET; tRACT 60; : r . :' ......---... THENCE N 04*53'32"W 34 TH .63 FEET TO THE NOR LINE OF THE gerUTH 80125:FEET OF SAID • . . ...• .... .• . ALO* SAID NORTH LINE, A DISTANCE OF 111.98 FEET,1 ...... T.HENCt S 00° . 461 1 . 1"W,8842 FEET T A POINT ON THE SOUTH LINE OF SAID ntAcr 60; THENCE N 8011'517W, at.orfo sAn",),souTH LINE, A DISTANCE OF 28.69-FEET TO THE POINT OF BEGINNING:: • • :.:. ..:....., ..,...• .,, ....: .. ..... ...... •• Portion of Assess' Tax pcni No/734060900.:. •. •• • • • •■• • • • • • • • • •• • • Easement for Access & Utilities. Initials: Grantor Grantee :•,. Att exclusive. perpetual Ingress, Egress and Utility Easement over, across, along, in, upon and under that portio of said ;grantor's land described as follows: • ;INGRESS; AND UTILITY EASEMENT OVER PORTION OF LOT 1 OF ""'SNORT PLAT L06 -032 :LEGAL DESCRIPTION OF / INGRESS: EGRESS AND UTILITY EASEMENT AREA AN'EASEMENT•..151�EET1N WID • r ' EACH SIDE OF THE FOLLOWING DESCRIBED EASEMENT CENTIyROM: :'' • COMMENCE:16.AT" rHE cp*ii'QF SAID DESCRIBED LOT 1; THENCE S 00° 53'51 "W,:ALONG THE WEST I THE :�OF SAID LOT 1, A DISTANCE OF 7.50 FEET TO THE TRUE POINT OF BEGINNING OF SAID EASEMENTCENTER,p E :;` THENCE S 89 °17'51 "E, PARALLEL H 'HE 1VQI(TH LINE'QF SAID LOT 1, A DISTANCE OF 4724 FEET TO THE EAST LINE SAID DESCR3BED,,=LOT 1 ; AND: E TERMINUS OF SAID EASEMENT CENTERLINE. 2. This easement is for the sole purpose of the'construcfign;'tJ,se and,iiitdiginallie of a " Utility Egienie tt, together with the of is ' Eg right grass and egress'for laid cDnstrubEi;'tyse arid maitttenatice. • :,,...,. • ::....... ,.: 3. Grantee shall install any improvements in said Ingress, Egress • & Utility Easement at its "le cost and expense andjhall continue to maintain and shall continue to best` of l..cost of repair and maintOtance of said 1ngriss, Egress;* Ufllity Easement. 4;' Grantee shall holdf harmless from and against any and all claims-viiliic grantor`arisiz#g out o'f tltr•bisthllation o � 3' be made against .:'Easement,..:' operation, maintenance or repair of said Ingress, egress &Utility • 5. "The herein,dasement:�and .. . amended only with the written agreement of the Grantee here' �' � Wit . pay,. be ui, is and/o `assigns. .. This easement agreement shall:yii ckahe f l be binding right, title or interest; the land iiesc het or any art th on parties having or acquiring any Page 3 of 4 Easement for Access & Utilities. Initials: Grantor Grantee STATE OF WASHINGTON ) )ss• COUNTY OF KING ) I certify that I know or have satisfactory evidence is the person who appeared before me, and acknowledged thG:he/she/they sigrrcd..{his ilistru pent land acknowledged it to be his/hers/their free and voluntary act deed forssucif party for the uses ziiid ppiposes therein went. tined in she instrument. AATBb thi olliy of Ar , 2007 It 114 14 MO MO tft • otary Signature * Oak ` ". Jr lost" Tike '` Residing at': • 4".4 " v c o v v rY O y APpv}>neiit Expires: ' / /i Notary;Sigpatuce Easement for Access & Utilities. Initials: Grantor Grantee HANSEN SURVEYING LAND SURVEYORS & CONSULTANTS 17420 118TH AVE. S.E., RENTON, WA 98058 TEL 425-235-8440 FAX 425-235-0288 August 1, 2007 Nicole Hernandez 25 Central Way, Suite 400 Kirkland, WA 98033 Subject: Westar Short Plat L07 -051 Dear Ms. Hernandez: Your application for a two lot short plat is considered complete on August 1, 2007 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 431 -3659. Sincerely, ga(4 Jaimie Reavis Assistant Planner cc. L07 -051 • Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director JR Pagelofl H:\Short Plats \Westar\Westar Short Plat Completeness Letter.DOC NOTICE OF COMPLETE APPLICATION 07/31/2007 5:24 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: ' Building Planning IpPublic Works N Fire Dept. Police Dept. [' Parks/Rec Project: 57or' P7 t Address: r4'o o 35 ,vv Date transmitted: S l/ /2-OO 7 Staff coordinator: J 1 f KaG kis Response requested by: /I5/2c7Z 7 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minirlium 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.) Alr et291 lif/Ctlikted NeA 5 C4 o/ 5 7, a 624,/ cryat. i -.2-k & /Jre& dove r 1 -J0 v� 1 9-0-1)12,4 62A-. -d ;,u Pde � i �, o, (,J RECD IVfE ® AUG 0 1 21)07 TUKWIIA PUBLIC WORKS I71 Se.e PA) covet s File Number L 07 ` O 5/ Plan check date: 91 / (1 o � Comments prepared by: J� Update date: City of Tukwila Department of Community Development File Number L07 0 LAND USE PERMIT ROUTING FORM TO: Z Building `$ Planning Public Works ire Dept. Police Dept. 172 Parks/Rec Project: Wesi Sher-t Pi`s t Address: i4'o (o o 35 Ave S Date transmitted: S lI 6-007 Staff coordinator: Jvurr t ? Kaa, 1`rS Response requested by: V15/2o"'v Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or tuming analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) 4 SNTA A;Aaw,t,t AryA\ ‘15 . a 25d 'sb•4-e, r Plan check date: \,„ Comments prepared by: D Cryt - Toris a Update date: City of Tukwila Department of Community Development File Number L 07 _ s/ LAND USE PERMIT ROUTING FORM TO: Building Planning r Public Works N Fire Dept. D Police Dept. 1 Parks/Rec Project: -I K 5her P /‘.. t Address: i'fo Co 0 3 S 1k l-Ve Date transmitted: S /1 /2-007 Staff coordinator: aim 1! go WS Response requested by: 15 / 2e)zt7 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: d 2-10r7 Comments • re•ared b Update date: f 1LN T o kG+yt-i 'S '- Project: (1Usi v Short P14. i Address: Igo6o 35 Ave S Date transmitted: S l2_o07 Response requested by: F/15/207)7 Staff . coordinator: 0 t? Ka a, 14 S Date response received: TO: Z Building Plan check date: City of Tukwila Department of Community Development anning X Public Works Fire Dept. Comments prepared by: Update date: File Number L 07 - O 5. / LAND USE PERMIT ROUTING FORM LE Police Dept. 1 ` Parks /Rec 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 tuming analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) June 17, 2008 Dear Ms. Hernandez: • Department of Community Development Ms. Nicole Hernandez, PE Blueline Land Development Consulting 25 Central Way, Suite 400 Kirkland, WA 98033 RE: L07 -051 Westar Short Plat Extension Request The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on October 5, 2009. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431 -3659 or by email at jreavis@ci.tukwila.wa.us. incerely, Jack Pace, Director Community Development cc. File (L07 -051) JR Page 1 of 1 H:\Short Plats \ Westar\ Westar L07 -051 extension Ietter.doc Jim Haggerton, Mayor 06/13/2008 3:03 PM Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone! 206 • Pal 2nh- 431 - 7h,S June 12, 2008 Ms. Jaimie Reavis Assistant Planner - Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Westar Short Plat (L07 -051, PRE06 -023, 14060 35th Ave S) Blueline Job No. 07 -030 Dear Ms. Reavis: • RECEIVED JUN 18 MO Yp On behalf of my client, Westar Funding, Inc., I would like to request a twelve month extension to the Westar Preliminary Short Plat, as approved on October 5, 2007. Although Westar has been reviewing bids from contractors and we have been working to finalize the engineering plans for review and approval by the City, we do not anticipate being able to construct the improvements and get the final short plat recorded prior to the expiration date which is why we are requesting an extension. Thank you for your consideration in this matter. Should you have any questions or require additional information, please contact me at (425) 216 -4051 ext. 227 or via e -mail at nhernandez @thebluelinegroup.com. Sincerely, THE BLUELINE GROUP Nicole Hernandez, PE Project Manager CC: Norm Davis, Westar Funding, Inc. Eric Hogan, Westar Funding, Inc. BLUELINE LAND DEVELOPMENT CONSULTING 25 CENTRAL WAY SUITE 400 KIRKLAND WA 98033 0 TEL 425 - 216 -4051 FAX 425 - 216 -4052 m THEBLUELINEGROUP COM i WESTAR SHORT PLAT i prepared for: Westar Funding Inc. i i i Preliminary Technical Information Report date: July 25, 2007 RECEIVED 'JUL. 2 (, %�ul COMMUNrrj DEVELOPMENT B L U E L I N E 25 LAND CENTRAL WAY SUITE 400 KIRKLAND WA 98033 • TEL 425 - 216 -4051 FAX 425 - 216 -4052 • THEBLUELINEGROUP_COM Westar Short Plat City of Tukwila, Washington I Preliminary Technical Information Report Prepared for Westar Funding Inc. 5005 200th Street SW Lynnwood, WA 98036 July 25, 2007 Blueline Job No. 07 -030 Prepared by: Van Hughes Reviewed by: Nicole Hernandez, PE I B L U E L I N E 25 LAND CENTRAL WA LOPMENT CONSULTING SUITE 400 KIRKLAND WA 98033 • TEL 425 - 216 -4051 FAX 425 - 216 -4052 o THEBLUELINEGROUP.COM i Table of Contents SECTION 1 PROJECT OVERVIEW 1 -1 SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY 2 -1 CONDITIONS OF APPROVAL 2 -1 CORE REQUIREMENTS 2 -1 SECTION 3 OFFSITE ANALYSIS 3 -1 SECTION 4 DETENTION AND WATER QUALITY DESIGN 4-1 EXISTING SITE 4 -1 Figure 4.1- Existing Conditions Exhibit DEVELOPED SITE 4 -2 Figure 4.2 - Developed Conditions Exhibit FRONTAGE AREA 4 -3 SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 5-1 Westar Short Plat Preliminary Technical Information Report SECTION 6 SPECIAL REPORTS AND STUDIES 6-1 SECTION 7 OTHER PERMITS 7 -1 SECTION 8 TESC ANALYSIS AND DESIGN 8 -1 SECTION 9 BOND QUANTITIES AND FACILITIES SUMMARY 9 -1 SECTION 10 OPERATIONS AND MAINTENANCE 10 -1 Appendix • Level 1 Downstream Analysis o Existing Conditions Exhibit o Developed Conditions Exhibit o Downstream Drainage Exhibit o Off -site Analysis Drainage System Table o City of Tukwila Drainage Basins Map o King County Sensitive Areas Folio Exhibits SECTION 1 Project Overview Wester Short Plat Preliminary Technical Information Report The project consists of parcel 1523049153, which totals approximately 0.46 acres. The project is located at 14060 35th Avenue S in Tukwila, WA. More generally, the site is located in the Southwest 1 of Section 15, Township 23 N, Range 4 E, W.M. Please see the vicinity map below. Job #07 -030 July 25, 2007 Vicinity Map Not to Scale In the existing conditions, the western half of the site contains a single story residential home, a detached garage and associated driveway area. The eastern half of the site consists of overgrown vegetation. Access to the site is provided by 35th Avenue S, which is located along the west side of the site. Please reference the Existing Conditions Exhibit included in the Appendix. In the proposed conditions the existing house will remain, the eastern portion will be cleared and the existing detached garage will be demolished. The parcel will be subdivided into two lots with associated utilities. Please reference the Developed Conditions Exhibit included in the Appendix. Page 1 -1. Westar Short Plat Preliminary Technical Information Report SECTION 2 Conditions and Requirements Summary CONDITIONS OF APPROVAL The Conditions of Approval will be added when they become available. CORE REQUIREMENTS Core Requirement #1: Discharge at the Natural Location In the existing conditions, runoff from the site sheet flows east onto two adjacent parcels. The flow is eventually collected by the conveyance system located along 37th Avenue S. In the developed condition, a catch basin and pipe system will collect runoff from the new paved access, roof and footing drains and will be tightlined into a new perforated pipe infiltration system. The perforated pipe will be connected to an overflow catchbasin that is tightlined through a drainage easement through the two adjacent parcels, and will connect with the conveyance system along 37th Avenue S. Core Requirement #2: Off -site Analysis See Section 3. A Level 1 downstream analysis was prepared by The Blueline Group and dated May 4, 2007 and is included in the appendix of this report. Core Requirement #3: Flow Control See Section 4. The site is exempt from flow control, since in the developed conditions there will be less than 10,000 square feet of new impervious surface added (Exemption #2). A perforated pipe will be used to infiltrate as much water as possible prior to the flow being routed out to the storm drainage system in 37th Avenue S. Core Requirement #4: Conveyance System See Section 5. The conveyance system will be designed in accordance with the 1998 KCSWDM. The system will be designed to convey the 25 -year, 24 -hour storm event without overtopping. Job #07 -030 July 25, 2007 Page 2 -1 Westar Short Plat Preliminary Technical Information Report Core Requirement #5: Erosion and Sediment Control See Section 8. The temporary erosion and sedimentation control plan will be comprised of temporary measures (inlet protection, silt fence, etc.) as well as permanent measures (hydroseeding and landscaping). Core Requirement #6: Operations and Maintenance See Section 9. Core Requirement #7: Financial Guarantees and Liability See Section 8. Core Requirement #8: Water Quality See Section 5. The site is exempt from water quality since there will be less than 5,000 square feet of PGIS added in the proposed conditions (Exemption #1). Job #07 -030 July 25, 2007 Page 2 -2 SECTION 3 Offsite Analysis Westar Short Plat Preliminary Technical Information Report A Level 1 Downstream Analysis was prepared by The Blueline Group, dated May 4, 2007, and is included in the appendix of this report. Job #07 -030 July 25. 2007 Page 3 -1 SECTION 4 Detention and Water Quality Design The project is exempt from Core Requirement # 3, Flow Control, since there will be less than 10,000 square feet of new impervious added in the proposed conditions. The project is also exempt from Core Requirement # 8, Water Quality, since the project will create less than 5,000 square feet of new Pollution Generating Impervious Surface (PGIS) in the proposed conditions. EXISTING SITE A detailed description of the existing site conditions is included in the Level 1 Downstream Analysis which is found in the appendix of this report. The following table shows the breakdown of the area being redeveloped. Please reference Figure 4.1- Existing Conditions Exhibit on the next page. Job #07 -030 July 25, 2007 Impervious Westar Short Plat Preliminary Technical Information Report Existing House & Garage 2,750 SF 0.06 acres Existing Driveway /Parking Area 1.400 SF 0.03 acres Total 4,150 SF 0.09 acres Pervious 15,850SF 0.37 acres Total 20,000 SF 0.46 acres Page 4 - Jul 26, 2007 — 8: Jlani — User nhernandez E:\Projects\0/030\dwg\Exhibits\07030—EC— rw.dwg o w r _I 1Z • LI O 0 w — 5- vv- c..._SGALE 1. 3 ° CI PROJECT MANAGER DESIGNED BY c:) (HAWN BY P • (MIT 1 VAN HUGHES JUNE 4, 2007 NICOLE HERNANDEZ, PE AVE" N // 1/ , /1 . 1 // • lB 11 • " R `I • \17 P . 41 ; r1 k \./ \t \ I 1 >cf _ x x zois JJ a ----- ----- - - L ------ IT■ 1 1 1 1:.\ I 1 ,s1 if______/:\, 1 / I k 1 1 - 1, r• 1 \i•_, I H. .._...1 1,....• ...:,,,... 1 .,• :••• .• , • r...',::: '...:.•• :: lon. 1 . ,•:•---.....7.7.7 1,•,:.:.. • i.... ._...._., , , •' - ' 7 ' - ' -- ; , . • - • . . , • .., - ' •-,.. •-,•.'. • --;. . ..,-,•-•:--- . - r. •-' .-----'-=. '.•,--• ----'‘ ' ' .. ss _ _. .....,_.ss —SS — -- — —SS — - -- -- SD — --- — SD — — -- SD — — r — — SD --- - •.. ----H ,-- — SD _ _37TH AVENUE S f• EXISTING CONDITIONS EXHIBIT WESTAR SHORT PLAT PRELIMINARY TECHNICAL INFORMATION REPORT w co incr r m © 2007 THE BLUELINE GROUP _ DEVELOPED SITE Runoff from the developed site has been calculated based on the current site plan. Please reference Figure 4.2 - Developed Conditions Exhibit on the next page. The site is located within the Low - Density Residential District and according to the Tukwila Municipal Code the maximum building footprint coverage for Lot 1 is 31.6% or 2,912 square feet. The maximum building footprint for Lot 2 is 32.8% or 2,701 square feet. This was calculated based on TMC 18.10.057. Since this does not include driveway area, an addition 500 square feet of impervious was added to each lot. The following shows the breakdown of the land cover for the developed site. Job #07 -030 July 25, 2007 Impervious Westar Short Plat Preliminary Technical Information Report Lot Coverage (Including Driveway) 6,600 SF 0.14 acres Private Road Access 2.500 SF 0.06 acres Total 9,100 SF 0.20 acres Pervious 11,000 SF 0.25 acres Total 20,013 SF 0.45 acres Runoff from the access easement and Lot 2 will be collected by two catch basins located in the southwest corner of the site. The flow from the developed site will be routed through a perforated pipe within a gravel filled trench. Overflow from the perforated pipe will be connected to a catch basin located along the east boundary line, and will be conveyed east offsite through adjacent properties within a joint utility easement. The overflow will connect with the existing conveyance system within 37th Avenue S, which runs north and will continue along the existing drainage course. Page 4 -2 Jul 26, 2007 — 8. — User nnernondez E: \Pro 07030 \dwg \Exhibits \07030 —DC— TIR.dwg rti Fl o N n D � r _� I SCALE 0 PROJECT MANAGER DESIGNED BY d ~DRAWN BY DATE 1"=30' a m Z T II V — _ —SS - - - —SS - - - -- SS W W • Q - - SD SD - - -- 50 — VAN HUGHES JUNE 4, 2007 NICOLE HERNANDEZ, PE ti 4 n • --SS • -SD - — SS-- -_ —SS _ SD 37TH AVENUE S DEVELOPED CONDITIONS EXHIBIT WESTAR SHORT PLAT PRELIMINARY TECHNICAL INFORMATION REPORT 0 0 0 2 0 2 N PI - k Q 2007 THE BLUELINE GROUP _ FRONTAGE AREA Job #07 -030 July 25, 2007 Westar Short Plat Preliminary Technical Information Report Existing improvements to 35th Avenue South include a total width of 22 feet of pavement and gravel shoulders which line both sides of the roadway. The project is not proposing any frontage improvements along 35th Avenue South. Page 4 -3 Job #07 -030 July 25, 2007 Westar Short Plat Preliminary Technical Information Report SECTION 5 Conveyance System Analysis and Design The conveyance system will be designed in accordance with the 1998 King County Surface Water Design Manual (KCSWDM). The system will be designed to convey at minimum the 25 -year, 24 -hour storm event without overtopping. The actual conveyance calculations will be provided during a later engineering submittal. Page 5 -1 Westar Short Plat Preliminary Technical Information Report SECTION 6 Special Reports and Studies There are no special reports or studies associated with the project at this time. Job #07 -030 July 25, 2007 Page 6 -1 SECTION 7 Other Permits Westar Short Plat Preliminary Technical Information Report At this time, there are no additional permits associated with this project. Job #07 -030 July 25, 2007 Page 7 -1 Westar Short Plat Preliminary Technical Information Report SECTION 8 TESC Analysis and Design The temporary erosion and sedimentation control plan will be designed to reduce the discharge of sediment -laden runoff from the site. The plan will be comprised of temporary measures (filter fence, straw mulch, etc.) as well as permanent measures (hydroseeding and landscaping). The TESC plan will be provided with a later engineering submittal. Job #07 -030 July 25, 2007 Page 8 -1 Westar Short Plat Preliminary Technical Information Report SECTION 9 Bond Quantities and Facilities Summary This will be provided during a future engineering submittal if required by the City. Job #07 -030 July 25, 2007 Page 9 -1 Westar Short Plat Preliminary Technical Information Report SECTION 10 Operations and Maintenance The proposed storm system will be privately maintained by the homeowners. Job #07 -030 July 25, 2007 Page 10-1 Westar Short Plat Preliminary Technical Information Report Appendix A Westar Short Plat City of Tukwila, Washington Level 1. Downstream Analysis Prepared for Westar Funding Inc. 5005 200th Street SW Lynnwood, WA 98036 May 4, 2007 Blueline Job No. 07 -030 Prepared by: Reviewed by: Van Hughes Nicole Hernandez, PE D L I C I I � E a,vG DE rELCPMEENT CCNSULTING G I 25 CEiNTRAL `NAY SUITE 400 KIRKLAND WA 98033 a TEL 425- 216 -4051 FAX 425- 216 -4052 i THEELUELINEGROUPCOM Table of Contents Task 1: Study Area Definition and Maps 2 Task 2: Resource Review 4 Task 3: Field Inspection 5 Upstream Basin 5 Downstream Drainage Path 5 Task 4: Drainage System Description 7 Task 5: Mitigation of Existing or Potential Problems 8 Appendix Westar Short Plat Level 1 Downstream Analysis • Figure 1- Existing Conditions Exhibit • Figure 2 - Developed Conditions Exhibit • Figure 3 - Downstream Drainage Exhibit • Off -site Analysis Drainage System Table • City of Tukwila Drainage Basins Map • King County Sensitive Areas Folio Exhibits o Wetlands o Streams and 100 -Year Floodplains o Erosion Hazard Areas o Landslide Hazard Areas o Seismic Hazard Areas Job #07 -030 May 4, 2007 Westar Short Plat Level 1 Downstream Analysis Task 1: Study Area Definition and Maps The project consists of parcel 1523049153, which totals approximately 0.46 acres. The project is located at 14060 35th Avenue S in Tukwila, WA. More generally, the site is located in the Southwest 1 /4 of Section 15, Township 23 N, Range 4 E, W.M. Please see the vicinity map below. IuaTan llomni L Vicinity Map Not to Scale In the existing conditions, the western half of the site contains a single story residential home, a detached garage and associated driveway area. The eastern half of the site consists of overgrown vegetation. Access to the site is provided by 35th Avenue S, which is located along the west side of the site. Please reference Figure 1 - Existing Conditions Exhibit included in the Appendix. Page 2 A site visit was conducted on Thursday, April 19, 2007 to determine the upstream basin tributary to the site and downstream drainage course within a 1 /4 mile from the site. Detailed descriptions of each basin are provided in Task 4 of this report. In the proposed conditions the existing house will remain, the eastern portion will be cleared and the existing detached garage will be demolished. The parcel will be subdivided into two lots with associated utilities. Please reference Figure 2 - Developed Conditions Exhibit included in the Appendix. Job #07 -030 May 4, 2007 Westar Short Plat Level 1 Downstream Analysis Page 3 Task 2: Resource Review The best available resource information was reviewed for existing or potential problems. The following is a summary of some of the findings from the information used in preparing this report (see the Appendix for exhibits). • According to the 1979 King County Soils Map, there is no soil data for the site. • The site is located in within the Southgate Creek Sub -basin of the Duwamish River Drainage Basin. • The site does not contain any identified wetlands. • The site does not contain any streams and is not located within a floodplain. • The site is not located in an Erosion Hazard Area. • The site is not located in a Landslide Hazard Area. • The site is not located in a Seismic Hazard Area. Job #07 -030 May 4, 2007 Westar Short Plat Level 1 Downstream Analysis Page 4 I Westar Short Plat Level 1 Downstream Analysis I Task 3: Field Inspection I A site visit was conducted on Thursday, April 19, 2007 on a clear and sunny day. The site consists of parcel 15230491563 which currently contains a single story house, detached I garage and associated driveway area. Below are the descriptions of the tributary upstream basin and the downstream drainage course from the project. I U PSTREAM BASIN The upstream basin tributary to the site consists of the eastern half of 35th Avenue S along the western boundary line. Currently there are no storm drainage improvements along the east side and runoff from the east half of the roadway sheet flows onsite. Current I improvements along 35th Avenue include approximately 22 feet of asphalt with a gravel shoulder. A drainage system along the west side of the street consists of culverts and I ditches which collect runoff from the west half of 35th Avenues S. I DOWNSTREAM DRAINAGE PATH The downstream drainage path was determined from the site to the approximate 1 /4 mile downstream point, near the intersection of S 140th Street and Tukwila International I Boulevard. Please reference Figure 3 - Downstream Drainage Exhibit and Off -site Analysis Drainage System Table included in the Appendix. I The site g enerally slopes 5 -6% towards the east and all onsite runoff sheet flows onto the I two adjacent parcels (1523049083 and 1523049081). Runoff from the two adjacent parcels and the site continues to sheet flow east towards 37th Avenue S where it is collected I by a curb and gutter along the west side of the street (Point A). Catch basins located within the flow line collect the runoff and convey the flow north through a 12 -inch conveyance system. I At the intersection of 37th Avenue S and S 141st Street, the 12 -inch conveyance system I continues west along S 141st Street (Point B). The system is located along the south side of the street within a gravel shoulder, and continues west towards Tukwila International I Boulevard. I I Job #07 -030 -, Page 5 May 4, 2007 Job #07 -030 May 4, 2007 Westar Short Plat Level 1 Downstream Analysis At the intersection of S 141st Street and Tukwila International Boulevard, the 12 -inch conveyance system connects with the large conveyance system along the west side of the boulevard (Point C). Recent improvements to Tukwila International Boulevard include curb, gutter, sidewalk and storm drainage system. The flow continues north past the 1/4 downstream point (Point D) within the large conveyance system. There was no evidence of erosion or inadequate capacity at any point along the downstream drainage course. The downstream conveyance system will have adequate capacity in the developed conditions. Page 6 Westar Short Plat Level 1 Downstream Analysis Task 4: Drainage System Description Job #07 -030 May 4, 2007 a The project is exempt from Core Requirement # 3, Flow Control, since there will be less than 10,000 square feet of new impervious added in the proposed conditions. The project is also exempt from Core Requirement # 8, Water Quality, since the project will create less than 5,000 square feet of new Pollution Generating Impervious Surface (PGIS) in the proposed conditions. Runoff from the developed site will be routed through a perforated pipe within a gravel filled trench to provide some infiltration. Overflow from the perforated pipe will be routed through the adjacent properties along the east side of the site, and will connect with the conveyance system located within 37th Avenue S. Page 7 Job #07 -030 May 4, 2007 Westar Short Plat Level 1 Downstream Analysis Task 5: Mitigation of Existing or Potential Problems There are no existing downstream problems or drainage complaints located within the downstream drainage path of the project. There was no evidence of erosion or inadequate capacity at any point along the downstream drainage course. The downstream conveyance system will have adequate capacity in the developed conditions. The Temporary Erosion and Sedimentation Control (TESC) plan will be designed in accordance with the 1998 KCSWDM standards. All TESC facilities will be periodically inspected and maintained as necessary during construction to minimize impacts to the downstream system. Page 8 Westar Short Plat Level 1 Downstream Analysis Appendix Page 9 , 2007 — :04wr - 15756.1' rcor - sue E: \Projects \07030 \dwg \Exhibits \07030- E-C.dwg -S ° `� - ss - - -- - 35 TH. , AVENU _ E $ /1 � ---- mss =�= '=SS A= = _ 5s= —_ s5 -- // _ _� / � —SS — — - -SS LT CI - ='°�Nr _ // T __'"r °_... �'.v = w- m� •1// al I II I I 1 " II - — X / II I( ( ---- SS---- SS -- --- -SS =SS- ss ---- —SS - -- -SD -------- —SD ----.-_ —SD ------- SD -- i1 SD 7 J6 _JJI Ii 37TH AVENUE S — a ix Y N 1I IA Li Li 01 14 � I'= G v SCALE 1"= 30' PROJECT MANAGE!? NICOLE HERNANDEZ, PE DESIGNED 13Y PRAWN 11 Y VAN HUGHES DATE JUNE 4, 2007 EXISTING CONDITIONS EXHIBIT WESTAR SHORT PLAT LEVEL 1 DOWNSTREAM ANALYSIS © 2007 THE BLUELINE GROUP 1..0.41161 /.41111.1116•1111. Jul Lb, 2O07 - 9702omger rcarson Es \Projects\07030\dwg\Exhibits\07030-DC.dwg • • . . . . . . . . . . _w • • • • . • .. •••• •• • . •• • • • • . . . . . * • I ; • Il ekt • OFF 9ff - 9£'1' 1 I - ! .777 ...T.V! , -. 1 -- 7 -....+- •.-- ..-,--, • s . . t . • •••• t ••:..;:••• "..:;‘..•0' =_,72,7C,..;',-; . d:N ' 1:•••••,,,, _\_ N 11 w Ill t .C. , \ VA .„,.._\J __ _ • - 1.:'•' I., ._ .__\.__\_ ._). ./ ( I ' ` 1 r r,1 0. • • " ErD1.0 7_ — — —SS — — — —SS — — — —SS --;-4-••-•-:-:-.--SS "H--•:, LI H---.... --, -.SSi : : 1 i 1 • r, ,,, 1- I I - r, .71 'L- t.', r, i ,, •,.. ■ 1 Pi ( , r', , •1 ,... , , I fla -- Z l . 4.; - .• 'L I 7 . - . V -C • 77 7 7 - \- - - -7 7 V 1 \ 1 I \ I 1 I 7\IN I \ \ I I \I \I ' :. • 1 -.'".:.--- ' -.` ' • • : f • .11 M . , !,:!-,:,--.•.-!- .' , Issv:" --- • . I . . . . — — — —SS — . ' lb L1 CI Ui In In ••• ti 'I, I- N I. Li I SD 37TH AVENUE S WI- SCALE 1"=30' PROJECT MANAGER NICOLE HERNANDEZ, PE DESIGNED BY DRAWN BY VAN HUGHES DATE JUNE 4, 2007 DEVELOPED CONDITIONS EXHIBIT WESTAR SHORT PLAT LEVEL 1 DOWNSTREAM ANALYSIS 2007 THE BLUELINE GROUP &MONA I■ar,OON .1 MID P.GallIV=11 0.1 0.01,11•111./S.IIIICOMOM Jul 25. 2007 - 9: 04am -- User rcorson F: \ Projects \07030 \dwg \Exhibits \07030- OwnSt rm. dwg o w r I Z o N 0 2 m 0 k SCAII- 1' =30' PROJEC1 MANAGE!? NICOLE HERNANDEZ, PE DESIGNED DY DRAWN LI Y VAN HUGHES DATE JUNE 4, 2007 DOWNSTREAM DRAINAGE EXHIBIT WESTAR SHORT PLAT LEVEL 1 DOWNSTREAM ANALYSIS Q 2007 THE BL UEL INE GROUP Symbol Drainage Component Type, Name, and Size Drainage Component Description Slope Distance from site discharge Existing Problems Potential . Problems Observations of field inspector; resource reviewer, . 'or resident see map Type: sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area - drainage basin, vegetation, cover, depth, type of sensitive area, volume % 1 /4 ml = 1,320 ft. constrictions, under capacity, ponding, overtopping, flooding, habitat or organism ' destruction, scouring, bank sloughing, sedimentation, incision, other erosion tributary area, likelihood of problem, - overflow pathways, potential impacts A Sheet Flow Flow over natural vegetation and lawn /landscaping 2 - 5% 0 - 200 ft None observed None No problems observed. B 12" Conveyance System Along the west side of 37" Avenue S. 0.5 - 1% 200 - 650 ft None observed None No problems observed. C 12" Conveyance System Along the south side of S 141St Street 4 - 5% 650 - 1,200+ ft None observed None No problems observed. D Large Conveyance Along the west side of Tukwila International Blvd. 2 - 5% 1,200+ ft None observed None No problems observed. Basin: Duwamish River Basin OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Southgate Creek Basin Subba 76170.TS.06_w092003009sea / Figure 2.pol / 093003 / roy_mm Legend Roads Streams Water Body/Wetland Basin Boundary Neighboring (Jurisdicitions) 0 0.5 1 Miles l r 1 Study Area Data shown in this map are in Washington State Plane North, NAD 1983 Figure 2 Drainage Basins City of Tukwila Comprehensive Surface Water Management Plan N • : away Aerof it 1 4 I !,' • OM 1 r I lilL -.; MI di 01 HOP 111111 l' 1111HAINPI k_ rum Ili g111111 -.,-, , f,,, • eit1111111111Mt ',C_ IIIMIIIIM • . !Mil Whig :: I.. . i.• ''' , 11,..„ 1112 IN lit( 1 •■. , II filliiiir ." I, k i ililliN ' to :1-1 tr4 t.... !.■:, oSITE 1111111111ROW s ilJ a 19' 1 sr-r) i boundaries of the sensitive areas dis- ved on these mapS are approximate. litional sensitive areas that have not 1 1 mapped may be present on a (level. ent proposal site. Where diiterences r between what is illustrated on these s and the site conditions, the actual pre• ce or absence on the site of the sensitive 3 - as defined in the Sensitive Area inance - is the legal control. I One- hundred-year floodplalns extend be- yond those shown on maps. Flood In- surance Rate Maps do not always show the floodplain to the headwaters of streams. liUM1 100-Year Floodplains .4444n Si, Streams and 100- Year Floodplains 110 EIZIEMISSMAIM Class 1 Class 2 ( Class 2 use undi Class 3 Unclassi tndaries of the sensitiv_ areas Bis- on these maps are approximate. nal sensitive areas tha have not aooed may be present on a devel• proposal site Where di t rerences tween what is illustrated on these d the site conditions, the actual or e- absence on the site of the 'sensitive as defined in the Sensitive Area ice • is the legal control. Numbered wetlands, except those with an "a" or "b" designation are included in the Kin County Wetlands Inventory. The locations of wetlands designated "a" have been verified on the site by a variety of sources. Wetlands designated "b" are map- ped in the U.S. Fish and Wildlife Service National 4etlands Inventory, but their loca- tions have not been field verified. There may be gaps in the numbering se- quence within individual drainage basins. Wetlands Wetlands Open Water Basin Boundaries Sub -basin Bounc °141121 + r mew IN 411 : . I I -1/1111 4.-1 tirl .., _ pit-e" at ., 2 illiMini CIi1 Ili meigioncifil EN= ,` l' HItl 1, VA IL 111 IIIMIIMOMININI arms mow 11M1 prom I `i = m =aff c off jl 'v sku • .411 k Z1 4 1 ot1� 114 t [ .esT;§ p lM .t: ■ 5 t ti �Ju d t5 try i rd n Itrvn tlau: S "V 411 ti -� I -- �` i � 1 I y =, _ -l; 111111 tt ' . of � 0. ..,z,..?; ''''..e. `'' 117t1 : ..,\.-.A. p t „,..._,,......: RI boundaries of the sensitive areas dis• ed on these maps are approximate. itional sensitive areas that have not mapped may be present on a devel- I nt proposal site. Where differences between what is illustrated on these and the site conditions, the actual ore - or absence on the site of the sensitive - as defined in the Sensitive Area nance - is the legal control. • 3 1 IL .I TL c. l; Pk M IN 1211 DI I i Erosion Hazard Areas :. - .3 a 2.11 r Ng e No t Pr el m ir! ' ; 1: Pr: tCi V ai 11. l7P, •" oundarie, of the sensitive areas ais Id on these InaoS are approximate. tional sensitive areas that nave not mapped may oe present '3't a do ei I at proposal site. Where dit lerences between what is illustrated on these and the site conditions the actual pre - or absence on the site of the sensitise - as defined in the Sensitive Area lance - is the legal control. r� Landslide Hazard Areas p ..r. , ''' •‘.. 0- d 0 4 -..',...11 a .. 4 . .. '90 • • - '' ' rnirAilii 11 11 F - 71 I II ilkt-Afilik AMES 11 .11/ 1 1 1 *: • S.' undaries of the sensitive areas dis- on these maps are approximate. Dnal sensitive areas that nave not napped may be present on a deve;- [ proposal site. Where differences et ween what is illustrated on these d the site conditions, the actual pre- absence on the site of the sensitive as defined in the Sensitive Area rice • is the legal control. 1.1 See wetlands and landslide hazard maps for additional potential seismic hazard areas. Wetlands and landslide areas are susceptible to failure during earthquakes. Other seismic hazard areas not shown on this map are snorelines underlain by lacustrine sediments; these are susceptible to liquefaction. 1, Seismic Hazard Areas n a SANITARY SEWER AND DRAINGAGE EASEMENT LEGAL DESCRIPTION RECEIVED JUL 2 201 COMMUNITY DEVELOPUENT THE SOUTH 8.00 FEET OF THE SOUTH 51.25 FEET OF THE NORTH 686.25 FEET OF THE WEST 195.00 FEET OF THE EAST 220.00 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AR CS i 24 4 P 52 30 Scale 1 N 88'24'55" if 140. PAOE) 9288 1 52 30 8' PRIVATE SANITARY SEWER AND DRAINAGE EASEMENT co ,,,,,,,,a,,,,,, „,,. EXPIRES: 5/19/ PARCEL NO. 1523049083 N 88'24'55” * A RCS j 081 P 52 30 = 4 0' N PA RC 04 928' 1 523 JOB No. 06072 195.00 195,00' HOUSE MG &A 5*1 /4, S*1 /4, SEC- 23N, RGE. 4E.. 01, Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486 -1252 FAX: (425) 486 - 6108 as < Authorized Signatory n STEWART TITLE GUARANTY COMPANY CEJVED Subdivision Guarantee .I11L 2 20th 1 DEV EL OP f�JEN T Guarantee No.: SG- 2631 -12149 Fee: $300.00 Effective Date: June 12, 2007 at 12:00 AM Order Number: 207154367 > The County of KING and any City within which said subdivision is bcated in a sum not exceeding $1,000.00 " That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title > to the land included within the exterior boundary of said Subdivision Guarantee, theonly parties having any record title interest � in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication > > 1 shown Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. > > 1 Guarantee Serial No. SG -2631 -12149 In writing this company please address It at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number, Countersigned: in Subdivision Guarantee. STEWART TITLE SEATAC, Washington stewar ►title uara company J . tY P Y (..."' r- *014) President %�i 1908,'0 PriCA V--"V" 'V V V V V V 'Iir' V'V V V" —V- Guarantee No.: SG -2631 -12149 • • SUBDIVISION GUARANTEE Order Number: 207154367 Subdivision Guarantee: $300.00 Reference Number: SHERRILL Sales Tax: $26.70 Effective Date: June 12, 2007 at Total: $ 326.70 OWNERS: NORMAN S. SHERRILL, AS A SEPARATE ESTATE LEGAL DESCRIPTION: See Attached Exhibit A SUBJECT TO: 1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30 THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 YEAR: 2007 AMOUNT BILLED: $516.74 AMOUNT PAID: $258.37 AMOUNT DUE: $258.37, PLUS INTEREST AND PENALTY, IF DELINQUENT LEVY CODE: 2413 TAX ACCOUNT NO.: 152304 - 9153 -08 ASSESSED VALUATION: LAND: $ 50,000.00 IMPROVEMENTS: $125,000.00 NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6 FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296 -7300 WEB ADDRESS: http:/ /webapp.metrokc.gov /KCTaxinfo /. 2. SAID TAXES AS BILLED FOR THE CURRENT YEAR REFLECT AN EXEMPTION AS ALLOWED UNDER RCW 84.36 FOR SENIOR CITIZENS. ANY CURTAILMENT OF THE EXEMPTION MAY RESULT IN AN ADDITIONAL AMOUNT BEING DUE. PLEASE CONTACT THE KING COUNTY TREASURER AT THE PHONE NUMBER LISTED ABOVE FOR THE CORRECT TAX AMOUNT. 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: NORMAN S. SHERRILL, A SINGLE PERSON TRUSTEE: STEWART TITLE BENEFICIARY: AMERICA'S WHOLESALE LENDER AMOUNT: $132,300.00 DATED: OCTOBER 16, 2003 RECORDED: OCTOBER 22, 2003 RECORDING NO.: 20031022000713 Guarantee No: SG- 2631 -12149 rstewart title guaranty company 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: NORMAN S. SHERRILL, AN UNMARRIED PERSON TRUSTEE: PRLAP, INC. BENEFICIARY: BANK OF AMERICA, N.A. AMOUNT: $50,000.00 DATED: JULY 27, 2005 RECORDED: AUGUST 10, 2005 RECORDING NO.: 20050810000021 NOTE: THIS DEED OF TRUST SECURES AN EQUITY LINE OF CREDIT AND /OR REVOLVING LOAN. IN ORDER TO INSURE, THE COMPANY REQUIRES EITHER (A) SATISFACTORY EVIDENCE FROM THE LENDER THAT THE ACCOUNT HAS BEEN FROZEN OR CLOSED OR (B) EVIDENCE THAT ESCROW HAS SUBMITTED TO THE LENDER A LETTER SUBSTANTIALLY SIMILAR TO THE SAMPLE BELOW, SIGNED BY ALL BORROWERS ON THE ACCOUNT. THIS EVIDENCE MUST BE SUBMITTED TO THE COMPANY PRIOR TO RECORDING. REQUEST TO CANCEL REVOLVING CREDIT LOAN Dear Please freeze the loan amount to include only obligations incurred or draws I have made prior to and including the date of this letter under the terms and conditions of the above - numbered loan secured by the above - numbered mortgage or the surety instrument and cancel the revolving credit loan for future advances. I agree to cease signing all checks and /or credit cards and /or drafts. I enclose all of the above which I have in my possession. Sincerely, Borrower /Mortgagor Borrower /Mortgagor Guarantee No: SG- 2631 -12149 • • SUBDIVISION GUARANTEE - stewart title guaranty company .. . non/\/\ "n /t ^n J• /�n ". i I\ J\ STEWART TITLE 1. GUARANTY COMPANY k > Subdivision Guarantee G uarantee No.: SG- 2631 -12149 Fee: $300.00 C Effective Date: June 12, 2007 at 12:00 AM Order Number: 207154367 > < < k That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title , I < to the land included within the exterior boundary of said Subdivision Guarantee, theonly parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting I to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication 1 as shown in Subdivision Guarantee. j Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. 1 stewar Ptitle guaranty company i ( f 1 Pete r • �} :� pRPQ� �tiy� C heirmao of the Board �— President �;• 19 0 8 , .o o j k Countersigned: > < The County of KING and any City within which said subdivision is bcated in a sum not exceeding $1,000.00 In writing this company please address It at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. Authorized Signatory STEWART TITLE SEATAC, Washington i Guarantee Serial No. SG- 2631 -12149 ' I < 1 \�V vv v vVVV S. Guarantee No.: SG- 2631 -12149 • • SUBDIVISION GUARANTEE Order Number: 207154367 Subdivision Guarantee: $300.00 Reference Number: SHERRILL Sales Tax: $26.70 Effective Date: June 12, 2007 at Total: $ 326.70 OWNERS: NORMAN S. SHERRILL, AS A SEPARATE ESTATE LEGAL DESCRIPTION: See Attached Exhibit A SUBJECT TO: 1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30 THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 YEAR: 2007 AMOUNT BILLED: $516.74 AMOUNT PAID: $258.37 AMOUNT DUE: $258.37, PLUS INTEREST AND PENALTY, IF DELINQUENT LEVY CODE: 2413 TAX ACCOUNT NO.: 152304 - 9153 -08 ASSESSED VALUATION: LAND: $ 50,000.00 IMPROVEMENTS: $125,000.00 NOTE: KING COUNTY TREASURER, 500 4TH AVENUE, 6 FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296 -7300 WEB ADDRESS: http:/ lwebapp.metrokc.gov /KCTaxinfo /. 2. SAID TAXES AS BILLED FOR THE CURRENT YEAR REFLECT AN EXEMPTION AS ALLOWED UNDER RCW 84.36 FOR SENIOR CITIZENS. ANY CURTAILMENT OF THE EXEMPTION MAY RESULT IN AN ADDITIONAL AMOUNT BEING DUE. PLEASE CONTACT THE KING COUNTY TREASURER AT THE PHONE NUMBER LISTED ABOVE FOR THE CORRECT TAX AMOUNT. 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: NORMAN S. SHERRILL, A SINGLE PERSON TRUSTEE: STEWART TITLE BENEFICIARY: AMERICA'S WHOLESALE LENDER AMOUNT: $132,300.00 DATED: OCTOBER 16, 2003 RECORDED: OCTOBER 22, 2003 RECORDING NO.: 20031022000713 Guarantee No: SG- 2631 -12149 rstewart e guaranty company • • SUBDIVISION GUARANTEE 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: NORMAN S. SHERRILL, AN UNMARRIED PERSON TRUSTEE: PRLAP, INC. BENEFICIARY: BANK OF AMERICA, N.A. AMOUNT: $50,000.00 DATED: JULY 27, 2005 RECORDED: AUGUST 10, 2005 RECORDING NO.: 20050810000021 NOTE: THIS DEED OF TRUST SECURES AN EQUITY LINE OF CREDIT AND /OR REVOLVING LOAN. IN ORDER TO INSURE, THE COMPANY REQUIRES EITHER (A) SATISFACTORY EVIDENCE FROM THE LENDER THAT THE ACCOUNT HAS BEEN FROZEN OR CLOSED OR (B) EVIDENCE THAT ESCROW HAS SUBMITTED TO THE LENDER A LETTER SUBSTANTIALLY SIMILAR TO THE SAMPLE BELOW, SIGNED BY ALL BORROWERS ON THE ACCOUNT. THIS EVIDENCE MUST BE SUBMITTED TO THE COMPANY PRIOR TO RECORDING. REQUEST TO CANCEL REVOLVING CREDIT LOAN Dear Please freeze the loan amount to include only obligations incurred or draws I have made prior to and including the date of this letter under the terms and conditions of the above - numbered loan secured by the above - numbered mortgage or the surety instrument and cancel the revolving credit loan for future advances. I agree to cease signing all checks and /or credit cards and /or drafts. I enclose all of the above which I have in my possession. Sincerely, Borrower /Mortgagor Borrower /Mortgagor Guarantee No: SG -2631 -12149 rstewart title guaranty company 5. DEED OF TRUST: GRANTOR: NORMAN S. SHERRILL, A SINGLE MAN TRUSTEE: JEROME A. FROLAND, ATTORNEY AT LAW BENEFICIARY: WESTAR ACQUISITION AND DEVELOPMENT, L.L.C. AMOUNT: $31,250.00 DATED: DECEMBER 12, 2005 RECORDED: MARCH 2, 2006 RECORDING NO.: 20060302001947 NOTE A: THE SITUS ADDRESS OF THE PROPERTY HEREIN DESCRIBED IS: Guarantee No: SG-2631-12149 • SUBDIVISION GUARANTEE 14060 35TH AVENUE SOUTH TUKWILA, WASHINGTON 98168 r - stewart title guaranty company The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. Don Peters :ts Guarantee No: SG- 2631 -12149 SUBDIVISION GUARANTEE E__ stewart title guaranty company File Number: 207154367 Guarantee No: SG-2631-12149 • • SUBDIVISION GUARANTEE Exhibit A LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 635 FEET TO THE TRUE POINT OF BEGINNING OF SAID TRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 195 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 102.50 FEET; THENCE DUE WEST A DISTANCE OF 195 FEET; THENCE NORTH A DISTANCE OF 102.50 FEET TO THE TRUE POINT OF BEGINNING; (BEING KNOWN AS TRACT 20, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF). r -s item title guaranty company s teivart This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. • • ORDER NO:. 207154367 120781; t 4288 N --�. 142Na PL _ - • • WHEN RECORDED RETURN TO: Westar Acquisition and Development, LLC 5005 200th ST SW Lynnwood, WA 98036 DOCUMENT COVER SHEET DOCUMENT TITLE (OR TRANSACTIONS CONTAINED THEREIN): SPECIAL POWER OF ATTORNEY, DEVELOP AND SALE REFERENCE NUMBERS OF RELATED DOCUMENTS LOCATED ON PAGE OF DOCUMENT. GRANTOR(S): NORMAN S. SHERRILL, A SINGLE MAN GRANTEE(S): Westar Acquisition and Development, LLC P` rEWE() JUL 2R 2007 COMMUNITY D EVELOPMENT LEGAL DESCRIPTION ABBREVIATED: PTN, SW1 /4 SW1 /4, 15 -23 -4E ASSESSOR'S PROPERTY TAX PARCEL /ACCOUNT NUMBER: 152 304- 915 308 • • SPECIAL POWER OF ATTORNEY (DEVELOP AND SALE) NORMAN S. SHERRILL, A SINGLE MAN, now and at all times since acquiring title, hereby appoints Westar Acquisition and Development, LLC his true and lawful attorney for him and in his name and stead, and for his use and benefit to develop, subdivide, bargain, sell, contract to convey, execute deeds and any other instruments which may be necessary or proper to develop, subdivide, sell, or convey any and all right, title and interest in and to the following described real property in the County of KING, State of Washington, described as follows: LEGAL DESCRIPTION ABBREVIATED: PTN, SW1 /4 SW1 /4, 15 -23 -4E See Exhibit A attached hereto and incorporated by this reference for complete legal description. ASSESSOR'S PROPERTY TAX PARCEL /ACCOUNT NUMBER: 280 502 001 030 00 This specifically includes, but is not limited to, the following powers: -to pursue the property subdivision with the appropriate governmental entity(s), including where necessary the authority to sign any necessary documents required by King County, City of Tukwila, and /or other appropriate government authority; and, -to sell the lots created by completion of the subdivision. Giving and granting unto my said attorney in fact full authority and power to do and perform any and all other acts necessary or incident to the performance and execution of the powers herein expressly granted with power to do and perform all acts authorized hereby; as fully to all intents and purposes as the Grantor might or could do if personally present. DATED this / day of .„/4:?,;. , 2007. Norman S. Sherrill STATE OF • • COUNTY OF c.^o C4 Uri On this day personally appeared before me Norman S. Sherrill, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 9 day of 2007. ss. ;La Ali fs,,,/ Print Name: Notary Publi Stayp of at (Allat ,[ L i commission expires: 4- 3o_'0. ar}r}d for the 6 t ' , residing . My LEISA WATSON My Commission Expires April 30, 2010 Camden County Commission #06878035 11 YVA,�da4 westar Short Plat Plat Closure Calculations Parcel name: LOT 1 GROSS North: 10657.9090 Line Course: N 88 -24 -55 W North: 10661.0631 Line Course: S 02 -15 -38 w North: 10558.6429 Line Course: S 88 -24 -55 E North: 10555.4553 Line Course: N 01 -35 -05 E North: 10657.9061 Perimeter: 434.30 Area: 11,751 sq.ft. 0.27 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0030 Course: S 17 -24 -25 E Error North: - 0.00290 East : 0.00091 Precision 1: 144,766.67 Parcel name: LOT 2 North: 10655.6704 Line Course: N 88 -24 -55 w North: 10657.9090 Line Course: S 01 -35 -05 W North: 10555.4582 Line Course: S 88 -24 -55 E North: 10553.2530 Line Course: N 02 -15 -38 E North: 10655.6733 • map checks.txt East : 11052.0782 Length: 114.05 East : 10938.0719 Length: 102.50 East : 10934.0289 Length: 115.26 East : 11049.2448 Length: 102.49 East : 11052.0792 East : 11132.9968 Length: 80.95 East : 11052.0777 Length: 102.49 East : 11049.2434 Length: 79.74 East : 11128.9529 Length: 102.50 East : 11132.9959 Perimeter: 365.68 Area: 8,235 sq.ft. 0.19 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0030 Course: N 17 -24 -25 w Error North: 0.00290 East : - 0.00091 Precision 1: 121,893.33 Parcel name: TOTAL SITE North: 10655.6704 Line Course: N 88 -24 -55 w North: 10661.0631 Line Course: S 02 -15 -38 w North: 10558.6429 Line Course: S 88 -24 -55 E North: 10553.2501 Line Course: N 02 -15 -38 E North: 10655.6704 East : 11132.9968 Length: 195.00 East : 10938.0714 Length: 102.50 East : 10934.0284 Length: 195.00 East : 11128.9538 Length: 102.50 East : 11132.9968 Perimeter: 595.00 Area: 19,986 sq.ft. 0.46 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90 -00 -00 E Page 1 • R .CEA /ED JUL 2 q 2007 COMMUNITY - DE-VEL -y7- - - - • • map checks.txt Error North: 0.00000 East : 0.00000 Precision 1: 595,000,000.00 Owner/Agent Signature kt; Agenc - ' f - 9 s ne 6o if CITY OF TUKWILa . Cammunky Development Department Permit Center 6300 Southt nter Blvd., Suite 100 Tukwila, WA 98t88 CERTIFICATE OF WATER AVAILABILITY Required only if outelde City of Tukwila water district PERMIT No.: L 01 b S a �; She addrese (attach map and)eldI dewiptlttn showing hydaftt location and also of main): ppr: { API - 1\refT Name :: N hone: 5ItEfreXL.G• Permit Center/Build Division: Zoo 31467Q Public Work! Deportment: 206433 -0179 Planning Division: 206-431-3670 A.Jormq taut t3S This certificate Is for the purposes of: ❑ Residential Budding Permit • ❑ Prelhninary Plat (al Short Subdivision 0 Commercial/industrial Building Permit ❑ Rezone 0 Other Estimated number of service connections and water meter slags): a E r i F . ( u � - , 1 \ J vehicular distance from nearest hydrant tb the closest point of structure Is _ft. Area Is served.by (Water Utility District): ac Date , .i ll tl i' _•: 1. The pr000aedpioject is within 'TLS,L t �J2L,� (City /County) 2. [1R6 Improvements required. 3. The Improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum dm/requirements of the project before connection and to meet the State cross connection control requirements: tutus meow. sheet If more rows ra needed) 4. eased upon the improvements listed above, water can be provlied and will be available al the site with a flow of at 20 pal residual for a duration of 2 hours at a velocity of , Q fps as documented by the attached calculations. 9. Water ability: Acceptable service can be provided to this project R Aceptable service cannot be provided to this project unless the improvements In Item 8-2 are met. System is net Capable of providing service to this project. I hereby Certify that the above Information is true and correct. /• By This "Attachment to certificate is Certificate of Water Availability." No. 125's attachment entitled � LCt, S�o 3,6 D ZIot 21--07 RECEIVED JUL 2 2 COMIviu l y DEVELOPflgkNT STATE OP WASJ@tOTON EXECUTED at CITY OF TUKWILA C OI�dYtu i V E NT Daparlasim1 of Connattn br Development D EVELOPi111E 6300 Smakceeter Boeisvme4 Tukwlla. WA 48188 Telephausa: (206) 431 -3670 FAX (206) 431-3665 R-malt a t AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY S ignature s< COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the cannot owner ofthe properly which is the subject of this application. 2. All statements curtained in the applications have been prepared by me or npr 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, contractors or other representatives the right to enter upon Owner's real property, located at / c: $,3 _. for the purpose of application review, for the limited time necessary to complete that purpose. S. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private properly during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. N o m -res s a o a City refund information request of for ninety (90) or more days, shall be cause to cancel the (city), � Jame), 031 / 20 prim Name /✓D/- /1!/1 ' 4 Address ' / 40 44:3 Phone Numbcr Zoe i - Z f TO _ 6 — Ce- ze ���p . 3•G� /7c On this clay personally appealed before me J h a tl 1 a 0 to me known to be the individual who c carved the Ongoing instrument and acknowledged the )rc signal the same as Mgr voluntary act and deed for the uses and purposes rawboned therein. resithng at hly Commission aspires on +JO 10 • RECEIVED JUL 2 WATSON My Commission Expires April 30, 2010 Camden County Commission #06878035 -Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or ciii Short Subdivision ❑ Rezone U PUD ❑ Other Propo ed Use: Residential Single Family ❑ Residential Multi - Family CI 'Commercial ❑ Other Applicants Name: Nom ZIfivi 5 Phone: 66, 972 767 Property Address or Approximate Location: Tax Lot Number. l 406, 0 35 five $ T , dmiti- I5 3otl- -9) 53 Legal Description(Attach Map and Legal Description if necessary): /5 2 30L/ 153 s. /02 .5 i o Al 737•.S7i CJ AJ l c2.Sf -nw sex) 0, 2 0) PAS et_ J 5 23c 0 �90� 3 l�/L- �[�` 4L / Pr olc .n / ) J A /roccss op ObTf) //v / /VZ'i &2rte -•u c rr Part B: (To Be Completed by Sewer Agency) 1. pi a. Sewer Service will be provided by side sewer © feet from the site and the sewer connection only to an existing 6 ". size sewer system has the capacity to serve the proposed use. to the sewer system of: lateral to reach the site; and /or on the site; and /or OR ❑ b. Sewer service will require an improvement ❑ (1) feet of sewer trunk or ❑ (2) the construction of a collection system ❑ (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. ca a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change King County /METRO Capacity Charge: Currently, directly by King County after connection to the without notice.) b. Easements: ❑ Required Ca JM1l! c. Other: Cl 41 -, #* be ole on January 1st) $4250.70 /residential equivalent, will be billed sewer system. (Subject to change by King Co /Metro be Required c,.✓r cnr yr sus cv oval . QG -68/ CJ 4# - 7 ; ( 1/ 1 9 p i7 4 X , Z 86/, fi �pR«ING Tt} {UAR A`6 ENVII?ONME ", 94816 Milt Road South P.O. Box 550 ����� Tukwila, WA 98168 P F Phone: (206) 242 -3236 Fax: (206) 242 -1527 JUL 2 2007 COMMUNITY DEVELOPMENT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro a date of signature. ( f'‘Zy w Title ir14ioG Date ATTACHMENT TO RECEIVED ,ABILITY 2 2007 COMMUNITY DEVELOPMENT The following terms and conditions apply to the attiched Val Vue Certificate of Sewer Availability/Non-Availability "Certifi ate"). Sewer District ( "District ") 1. This Certificate is valid only for the erty referenced in ( "Property "), which is in the District's service area, for the sole purpose of su mission 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-paity beneficiary principles or 2. This Certificate creates no contractual rdlationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as he 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 acknowledo that I have received the Certificate ofSewer Availability/Non-Availability and this Attachment, and fplly wigerstand the terms and conditions herein. Applicant's Signature • • /(43-/ /3, a2,h Date FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: JCZ l nql e RoaV s File Number: (, — O `S f Application Complete (Date: 7b107 ) Project File Number: P12c, 06 - 02-3 Application Incomplete (Date: 1 ) Other File Numbers: CITY OF TUKWILA age . t l � ti, , L Department of Community Developmeii r'r` 6300 Southcenter Boulevard, Tukwila, WA 98188 2 �da� Telephone: (206) 431 -3670 FAX (206) 431- 3665JU�- E - mail: tukplan@ci.tukwila.wa.us PERM° �aiER APPLICATION NAME OF PROJECT /DEVELOPMENT: WaitUr &OY I�o * 1L40(o0 SSi AVE 804 1-1 1523o4-t- 0 115 3 • SHORT PLAT (P -SS) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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: N OLg Address: -S tXi (") A `( SO '-f O KwaA Ki V13 4 ' eO -v Phone: 41M 2 (1i • 1 -1°51 1V FAX: 4 S • (0. 4052_ E -mail: N @,. 6LVE u!J EqIQ -0oya. (AfsNY1 Signature: . i NI ht Date: 91 ao l D P:\Planning Forms\A pplica tions\ShortPlat- 06- 07.doc, June 6, 2007 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplanO,,ci.tukwila.wa.us • SHORT PLAT (P -SS) INFORMATION A short plat (or short subdivision) is the division of property into nine (9) or fewer lots. City review is required to ensure that development and infrastructure requirements are satisified, the action is consistent with the Tukwila Comprehensive Plan, and the plat is properly recorded. REQUIREMENTS: Short plats are administratively approved and do not require a public hearing. However, short plats of 5 -9 lots are required to provide public notice, environmental review and to meet the development standards specified for subdivisions (creating over nine lots). PROCEDURE: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre - application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. The short plat process consists four steps: 1. Preliminary approval: Approval of lot patterns, access and infrastructure schematic design. 2. Infrastructure permit approvals: Approval of detailed construction drawings (when applicable). 3. Construction of required infrastructure such as access roads and utilities. 4. Final approval and recording: Final City approval of all construction, City Council acceptance of any infrastructure or property to be turned over to the City and recording with King County. Final documents must meet the King County Recorder's Format requirements. PRELIMINARY APPROVAL: Once the application is complete it will be reviewed by the Short Subdivision Committee, made up of representatives of the Fire, Public Works and Community Development Departments. The Committee will issue a decision to approve, modify or deny the application based on the review criteria. (FMC 17.12.020.C) CRITERIA FOR PRELIMINARY APPROVAL OF SHORT PLATS: The Short Subdivision Committee shall base its decision on an application on the following criteria: 1. The proposed Short plat is in conformance with the Tukwila Comprehensive Plan and any other such adopted plans. 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary sewage disposal for the short plat, which are consistent with current standards and plans. 3. Appropriate provisions have been made for road, utilities and other improvements, which are consistent with current standards and plans. 4. Appropriate provisions have been made for dedications, easements and reservations. 5. The design, shape and orientation of the proposed lots are appropriate to the proposed use for which the lots are intended and are compatible with the area in which they are located. 6. Appropriate provisions for the maintenance of commonly owned private facilities have been made. P:1Planning Forms l Applications\ShonPlat•06- 07.doc, June 6, 2007 • • 7. The short plat complies with the relevant requirements of the Tukwila Subdivision Ordinance. 8. The short plat complies with the relevant requirements of the Tukwila Zoning Ordinance and other relevant local regulations. CONSTRUCTION PERMIT APPROVAL: If installation of infrastructure or other site work is required as a condition of preliminary approval you must apply for and receive any required construction permits from the City of Tukwila or other agencies. Information about Tukwila utility, grading, paving, trenching and hauling permits may be found at www.ci.tukwi la.wa.us /pubwks /pwpermit.htm . Due to project phasing or engineering considerations applicants may apply to the Public Works Director to defer portions of the on -site improvements until after recording the final short plat. The applicant shall include a list of specific deferred improvements, a cost estimate from the contractor who will do the work and a financial warranty equal to 150% of the cost. The warranty may be cash, an assigned savings account or an irrevocable letter of credit. FINAL APPROVAL: After the preliminary approval conditions have been met, an application for final approval shall be submitted to DCD for final review. A complete final application shall consist of the documents required for recording including: 1. Final recording documents in record of survey format, including: a. Before and after legal descriptions of the affected lots, b. Affidavit of Ownership signed and notarized by all owners c. Original stamp and signature of the surveyor 2. All easements and maintenance agreements ready for recording as separate documents, 3. Any required bonds or other financial guarantees, 4. Other documentation necessary to demonstrate the conditions of the approval have been met. (TMC 17.12.030(c)) CRITERIA FOR FINAL APPROVAL OF SHORT PLATS: 1. All requirements for short plats as set forth in the Subdivision Code are met. 2. All terms of the preliminary short plat approval have been met. 3. The requirements of Chapter 58.17 RCW, other applicable state laws, and any other applicable City Ordinances have been met. 4. All required improvements have been installed in accordance with City standards or an improvement agreement with financial guarantee pursuant to TMC 17.24.030 has been entered into by the applicant and accepted by the City. 5. That the plat is technically correct and accurate as certified by the land surveyor responsible for the plat. Preliminary approval is valid for one year from the date of the Notice of Decision. The short plat documents must be recorded within that year period or the application will expire. A single one year extension may be granted by the City if signficant progress has occurred and the extension is requested prior to the expiration of the approval. Upon receiving approval from the City, the applicant will be responsible for picking up the documents from DCD and recording them with King County Recorders Office. A copy of the recorded documents must be returned to DCD to finalize the approval process. The short plat shall not be deemed complete until the City receives these documents. PAPlanning FormslApplicauons ■ShortPlat -06- 07.doc. June 6. 2007 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning cOtviNiumt DEVELOPlikiff APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. — t/ 2. Completed Application Form and drawings (4 copies). 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). — c/ 4. One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". 5. Application Fee — up to 4 lots in LDR $585, other zones $1,170. - 5 to 9 lots in all zones $1,170. NA 6. SEPA Environmental Checklist (for projects with 5 -9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: RR,, 1V Pt 7. If the project requires SEPA review or involves a short plat of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). kl A 8. If the project involves a short plat of 5 —9 lots: Payment of a $105 mailing label fee to the City of Tukwila or Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks- -must be included (see Public Notice Mailing Label Handout). NIA 9. If the project involves a short plat of 5 —9 lots: If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: ✓,. 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). _- ,,.,-- 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. NIA 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci .tukwila.wa.us /dcd /dcdplan.htm) for additional information. v / 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). P.1Planning Forms W pplications\ShortPlat- 06- 07.doe, June 6. 2007 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning PLAT SURVEY: a template is available from the City in AutoCAD format / ‘7 '.. • 14 (1)_ The plat survey must include the name of the plat, graphic scale4pace for the City of il Tykwa file uum ,,g� band north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. N/," (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). ✓-- (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn - arounds per Fire Department standards. rr✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. ✓ (I) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5 - 9 lot short plats or Planned Residential Developments only Al 1 " i`5 15 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". t■ A (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. N /4 (d) Show proposed lot and tract lines. CIVIL PLANS: 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". . ■/ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.�df for further information L./ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. P'Planning Forms \Applicatons'ShortPlat -06 -07 doe, June 6, 2007 Check items ; submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning beyond the property line). (d) Total expected cut and fill for slat buildout. (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci.tukwila.wa.us /pubwks /pwpermit.htm #techinfo. t/ (g) Locate the nearest existing hydrant and all proposed hydrants. IQ A (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (A (i) Plan, profile and cross - section for any right -of -way improvements. t/ (j) Show access to lots, driveways, parking areas, fire access lanes and turn - arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ;, /— (I) Show proposed lot, tract and easement lines. P'Planning Forms \Applications\ShortPlat- 06 -07. doc, lune 6, 2007 � t I . 1 � 1 . _1 I Y � EXISTING FIRE HYDRANT EX SSMH RIM 344.68 B" CONC IE 337.82 (SE) APPROXIMATE LOCA TON RNG WA R AIN PARCEL v_. .4..30492 3 5 328 P•OPOSEO TER ATER EXISTING GATE X N TO REMAIN I EV GARAGE X GRAVEL DRIVEWAY I TO BE REMOVED TO BE RE DYED 22' ACCESS EASEMENT PROPOSED SSCO TO BE REMOVED ▪ 0GHT /NE TO CB 3 .• ; - X TIN FIR HYDRANT —OH - --DHP- 2007 THE BLUEUNE GROUP X TO BE REMOVED EX MAILBOX TO BE RELOCATED APPROXIMATE LOCATION OF EXISTING WATER MAIN EX SSMH RIM 347.9 8• CONC EL 330.57 (N,E) (CENTER OF CHANNEL) EX CONC WALKWAY TO BE REMOVED ADJACENT TO GARAGE 20' JOINT USE DRIVEWAY W/ I.5' THICKENED EDGE PARCEL YO FOR LOTS I AND 2 AND 52304920' FIRE DEPARTMENT ACCESS . a • y 4 0 T P.I,asEL NO. 1 51.101953.0 X X - - - -. 80.9r O —328 330 I FF= 3331 LOT 2 8,237 SF X ROCKERY PORTION WITHIN ACCESS EASEMENT TO BE REMOVED EX WATER STUB? TO BE REMOVED 2 EX WATER STUB 0 BE REMOVED 10' PRIVATE . • • q• ANY STORM EASEMENT FOOTING DRAIN S7U 76' -8" SD LEGEND PROPOSED FEATURES CLEARED AREA BOUNDARY RIGHT -CF -WAY LOT LINE FLOW & CURB — CENTER LINE —EASEMENT BUILDING SETBACK LINE (BSBL) .4 FENCE 420 TO PROPOSED CONTOURS 422 2' PROPOSED CONTOURS LIMITS OF CLEAR /NG STORM DRAIN PIPE ROOF & FOOTING DRAIN SEWER SERBCE ▪ MAILBOX • CATCH BASIN. TYPE ® CATO-I BARN, TYPE /l D. PIPE FLOW I CULVERT END • STORM CLEANOUT R FIRE HYDRANT • SEWER CLEANOUT la WATER METER GRAVEL. ASPHALT PAVEMENT SIDEWALK EXISTING FEATURES ADJACENT PLAT/PARCEL LINE - - - ADJACENT RIGHT -OF -WA Y4O75 EXISTING SURFACE FEATURES — — — EXISTING EASEMENT EXISTING CENTERLINE TO' EXISTING CONTOURS 2' EXISTING CONTOURS — — - -SD — EXISTING STORM DRAIN PIPE — — — —SS — EXISTING SEWER MAIN — — --W — EXISTING WATER MAIN — — — —OOP— EXISTING AERIAL POWER LINE — — — —G — EXISTING CAS MAIN — — — —X — EXISTING FENCE • EXISTING RETAINING WALL 0 0 EXISTING CATCH BARN, TYPE I EXISTING CATCH BASIN, TYPE II EXISTING SD PIPE FLOW EXISTING SEWER MANHOLE EXISTING SS PIPE FLOW EXISTING WATER METER EXISTING FIRE HYDRANT 99 EXISTING GATE VALVE 0- EXISTING POWER POLE y (= EXISTING GUY ANCHOR r( EXISTING STREET LIGHT 0 EXISTING POWER VAULT EXISTING TRANSFORMER ▪ EXISTING GAS METER al EXISTING GAS VALVE =CO EXISTING ROCKERY • EXISTING SIGN I EXISTING CONIFEROUS TREE O EXISTING DECIDUOUS TREE O EXISTING TREE TO BE REMOVED O EXISTING GRAVEL ❑ EXISTING ASPHALT WESTAR SHORT PLAT CB SW 1/4 SEC 15 , TWP 23N, RGE 5E, W.M. EX BUILDING TO BE REMOVED 24-8" SD % = - - — %— — z==- % - - - % - - CB 2 EX FEN — % — -- TO BE ROvilFROLE REMOVED 1 777 T777 7 7� EX BUILDING TO REMAIN OVERFLOW CB PA4 =EL 40. 553O-I90077 P PARCEL 40 :523049003 8' PRIVATE UTILITY EASEMENT c> 279 -6 SS 0 2.0% MINIMUM NOTE: EXISTING SEPTIC TANK AND DRAINFIELD FOR LOT 1 TO BE REMOVED /ABANDONED PER DEPARTMENT OF HEALTH REQUIREMENTS. '4R.:E_ NJ. ' 52304909 I 7 EX BUILDING TO REMAIN ' 50304925' EX POWER POLE / TO BE REMOVED/ N SCALE: 1 = 20 0 Y0 20 40 PARCEL NUMBER RTE ADDRESS SITE AREA: ACREAGE: TOTAL NUMBER OF LOTS ZONING AVERAGE LOT S12E PROPOSED USE. SEWAGE DISPOSAL WATER SYSTEM: SETBACKS MAXIMUM BUILDING HEIGHT.' MINIMUM PARKING STALLS REQUIRED: MAXIMUM BUILDING FOOTPRINT EXISTING IMPERVIOUS SURFACE: PROPOSED IMPERVIOUS SURFACE: ESTIMA CUT AND FILL QUANTITIES: CUT VOLUME: 10 CY FILL VOLUME: 400 CY NOTE: THIS IS AN ESTIMATE ONLY. THESE QUANTITIES ARE NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL QUANTITIES REPRESENTED IN CONSTRUCTION CONTRACTS A I tn EX CB 2/ W/ SOLID LOCKING LID TOP 318.86 8 DIE 315.06(W) 12" CPEP IE 314.66 (N,S) EX 55MH RI 18.84 I RvC DROP EL 372.54 (W) 1 .1 I - 8" PVC EL 30374 (N,S) (CENTER OF CHANNEL) 0 ?� Y� I I I 1 1 1 I I I I CB 1 CONNECT TO EX 1.2" SO PROJECT INFORMATION 152304 -9753 14060 351)1 AVE S 19,986 Sr 0.46 AC (GROSS) 2 LDR 8.727.5 SF SINGLE FAMILY RESIDENTIAL VAL KIE SEWER DISTRICT KING COUNTY WATER DISTRICT /I25 20' FRONT /5' RD£ //0' REAR 30' 2 PER LOT LOT 1: 2,912 SF (37.6%) LOT 2: 2.701 SF (32.8%) 4,150 SF 9,100 SF VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER WESTAR FUNDING INC 5005 200111 STREET SW LYNNWOOD. WA 98036 (425) 778 -7222 CONTACT: NORM DAVIS CIVIL ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUITE 400 K/RKLANO. WA 9803.5 (425) 216 -4051 x227 CONTACT NICOLE F. HERNANDEZ, PE SURVEYOR MEAD GILMAN AND ASSOCIATES 77625 NE /30TH AVENUE NE. SUITE 704 VOODINVILLE, WA 98072 (425) 486 -1252 CONTACT' SHANE BARNES PLS LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OP SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. DESCIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER. A DISTANCE OF 415 FEET; THENCE SOUTH AN PARALLEL TO THE EAST LINE OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 675 FEET TO THE TRUE POINT OF BEGINNING OF SAID TRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL TO THE NORTH LINE CF SAID SOUTHWEST QUARTER CF THE SOUTHWEST QUARTER. A DISTANCE OF 102.50 FEET,' THENCE DUE WEST A DISTANCE OF 195 FEET THENCE NORTH A DISTANCE OF 10250 FEET TO THE TRUE POINT OF BEGJNN/NG (BEING KNOWN AS TRACT 20. GOLDEN CREST ACRES ACCORDING TO THE UNRECORDED PLAT THEROF). e BENCH MARK ORIGINAL BM: CITY OF SEATTLE BENCHMARK POINT ID 1 816, POINT NAME 9JV -903 2 BRASS DISC WITH k" SET IN CONCRETE. DOWN 0.43' N CASE AT THE INTERSECTION Of S 744TH ST. AND 32ND AVE S ELEV. • 362.01' IBM - A' END. RAILROAD SPIKE AT THE EASTERLY BASE OF POWER POLE ON WEST SIDE OF 35TH AVE. S ACROSS FROM SOUTHWEST CORNER OF 91E ELEV.. • 348.70' IBM - B: FND RAILROAD SPIKE A T THE OF POWER POLE ON WEST SIDE OF 35TH A FROM NORTHWEST CORNER OF SO 7E ELEV.. • 346.27' DATUM: NAW 88 MERIDIAN et= nt 'JUL 2 DEVELopm CCMMUN I y SURVEY FOR BOUNDARY LOTS 1 2, KCSP 1082067 BY rn t��p C SURvErING AS RECORDED IN VOL. 96 OF SURVEYS PAGE 183, UNDER UNDER RECORDING NO. 9401189001, RECORDS OF KING COUNTY, WASHINGTON. UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS. SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CAI) AT I- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. F � ' e .,-; BLUELINE SCALE: HORIZ: 1 VERT.' N/A PROJECT MANAGER: GEOFF E. NIMBLE. PE PROJECT ENGINEER: NICOLE F. HERNANDEZ PE DESIGNER: JORDAN M. AL - KAHTANI PLOT DATE: 7/25/2007 BNOIB /A3e1 PRELIMINARY GRADING AND UTILITIES PLAN WE STAR SHORT PLAT CITY OF TUKWILA WASHINGTON )! . F HERS, i C31";' 'r S /ONL ftI EXPIRES: 9/07/07 , / 07 -030 A I PUP-01 ENT 1 OF 1 � t I . 1 � 1 . _1 I Y � EXISTING FIRE HYDRANT EX SSMH RIM 344.68 B" CONC IE 337.82 (SE) APPROXIMATE LOCA TON RNG WA R AIN PARCEL v_. .4..30492 3 5 328 P•OPOSEO TER ATER EXISTING GATE X N TO REMAIN I EV GARAGE X GRAVEL DRIVEWAY I TO BE REMOVED TO BE RE DYED 22' ACCESS EASEMENT PROPOSED SSCO TO BE REMOVED ▪ 0GHT /NE TO CB 3 .• ; - X TIN FIR HYDRANT —OH - --DHP- 2007 THE BLUEUNE GROUP X TO BE REMOVED EX MAILBOX TO BE RELOCATED APPROXIMATE LOCATION OF EXISTING WATER MAIN EX SSMH RIM 347.9 8• CONC EL 330.57 (N,E) (CENTER OF CHANNEL) EX CONC WALKWAY TO BE REMOVED ADJACENT TO GARAGE 20' JOINT USE DRIVEWAY W/ I.5' THICKENED EDGE PARCEL YO FOR LOTS I AND 2 AND 52304920' FIRE DEPARTMENT ACCESS . a • y 4 0 T P.I,asEL NO. 1 51.101953.0 X X - - - -. 80.9r O —328 330 I FF= 3331 LOT 2 8,237 SF X ROCKERY PORTION WITHIN ACCESS EASEMENT TO BE REMOVED EX WATER STUB? TO BE REMOVED 2 EX WATER STUB 0 BE REMOVED 10' PRIVATE . • • q• ANY STORM EASEMENT FOOTING DRAIN S7U 76' -8" SD LEGEND PROPOSED FEATURES CLEARED AREA BOUNDARY RIGHT -CF -WAY LOT LINE FLOW & CURB — CENTER LINE —EASEMENT BUILDING SETBACK LINE (BSBL) .4 FENCE 420 TO PROPOSED CONTOURS 422 2' PROPOSED CONTOURS LIMITS OF CLEAR /NG STORM DRAIN PIPE ROOF & FOOTING DRAIN SEWER SERBCE ▪ MAILBOX • CATCH BASIN. TYPE ® CATO-I BARN, TYPE /l D. PIPE FLOW I CULVERT END • STORM CLEANOUT R FIRE HYDRANT • SEWER CLEANOUT la WATER METER GRAVEL. ASPHALT PAVEMENT SIDEWALK EXISTING FEATURES ADJACENT PLAT/PARCEL LINE - - - ADJACENT RIGHT -OF -WA Y4O75 EXISTING SURFACE FEATURES — — — EXISTING EASEMENT EXISTING CENTERLINE TO' EXISTING CONTOURS 2' EXISTING CONTOURS — — - -SD — EXISTING STORM DRAIN PIPE — — — —SS — EXISTING SEWER MAIN — — --W — EXISTING WATER MAIN — — — —OOP— EXISTING AERIAL POWER LINE — — — —G — EXISTING CAS MAIN — — — —X — EXISTING FENCE • EXISTING RETAINING WALL 0 0 EXISTING CATCH BARN, TYPE I EXISTING CATCH BASIN, TYPE II EXISTING SD PIPE FLOW EXISTING SEWER MANHOLE EXISTING SS PIPE FLOW EXISTING WATER METER EXISTING FIRE HYDRANT 99 EXISTING GATE VALVE 0- EXISTING POWER POLE y (= EXISTING GUY ANCHOR r( EXISTING STREET LIGHT 0 EXISTING POWER VAULT EXISTING TRANSFORMER ▪ EXISTING GAS METER al EXISTING GAS VALVE =CO EXISTING ROCKERY • EXISTING SIGN I EXISTING CONIFEROUS TREE O EXISTING DECIDUOUS TREE O EXISTING TREE TO BE REMOVED O EXISTING GRAVEL ❑ EXISTING ASPHALT WESTAR SHORT PLAT CB SW 1/4 SEC 15 , TWP 23N, RGE 5E, W.M. EX BUILDING TO BE REMOVED 24-8" SD % = - - — %— — z==- % - - - % - - CB 2 EX FEN — % — -- TO BE ROvilFROLE REMOVED 1 777 T777 7 7� EX BUILDING TO REMAIN OVERFLOW CB PA4 =EL 40. 553O-I90077 P PARCEL 40 :523049003 8' PRIVATE UTILITY EASEMENT c> 279 -6 SS 0 2.0% MINIMUM NOTE: EXISTING SEPTIC TANK AND DRAINFIELD FOR LOT 1 TO BE REMOVED /ABANDONED PER DEPARTMENT OF HEALTH REQUIREMENTS. '4R.:E_ NJ. ' 52304909 I 7 EX BUILDING TO REMAIN ' 50304925' EX POWER POLE / TO BE REMOVED/ N SCALE: 1 = 20 0 Y0 20 40 PARCEL NUMBER RTE ADDRESS SITE AREA: ACREAGE: TOTAL NUMBER OF LOTS ZONING AVERAGE LOT S12E PROPOSED USE. SEWAGE DISPOSAL WATER SYSTEM: SETBACKS MAXIMUM BUILDING HEIGHT.' MINIMUM PARKING STALLS REQUIRED: MAXIMUM BUILDING FOOTPRINT EXISTING IMPERVIOUS SURFACE: PROPOSED IMPERVIOUS SURFACE: ESTIMA CUT AND FILL QUANTITIES: CUT VOLUME: 10 CY FILL VOLUME: 400 CY NOTE: THIS IS AN ESTIMATE ONLY. THESE QUANTITIES ARE NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL QUANTITIES REPRESENTED IN CONSTRUCTION CONTRACTS A I tn EX CB 2/ W/ SOLID LOCKING LID TOP 318.86 8 DIE 315.06(W) 12" CPEP IE 314.66 (N,S) EX 55MH RI 18.84 I RvC DROP EL 372.54 (W) 1 .1 I - 8" PVC EL 30374 (N,S) (CENTER OF CHANNEL) 0 ?� Y� I I I 1 1 1 I I I I CB 1 CONNECT TO EX 1.2" SO PROJECT INFORMATION 152304 -9753 14060 351)1 AVE S 19,986 Sr 0.46 AC (GROSS) 2 LDR 8.727.5 SF SINGLE FAMILY RESIDENTIAL VAL KIE SEWER DISTRICT KING COUNTY WATER DISTRICT /I25 20' FRONT /5' RD£ //0' REAR 30' 2 PER LOT LOT 1: 2,912 SF (37.6%) LOT 2: 2.701 SF (32.8%) 4,150 SF 9,100 SF VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER WESTAR FUNDING INC 5005 200111 STREET SW LYNNWOOD. WA 98036 (425) 778 -7222 CONTACT: NORM DAVIS CIVIL ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUITE 400 K/RKLANO. WA 9803.5 (425) 216 -4051 x227 CONTACT NICOLE F. HERNANDEZ, PE SURVEYOR MEAD GILMAN AND ASSOCIATES 77625 NE /30TH AVENUE NE. SUITE 704 VOODINVILLE, WA 98072 (425) 486 -1252 CONTACT' SHANE BARNES PLS LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OP SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. DESCIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER. A DISTANCE OF 415 FEET; THENCE SOUTH AN PARALLEL TO THE EAST LINE OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 675 FEET TO THE TRUE POINT OF BEGINNING OF SAID TRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL TO THE NORTH LINE CF SAID SOUTHWEST QUARTER CF THE SOUTHWEST QUARTER. A DISTANCE OF 102.50 FEET,' THENCE DUE WEST A DISTANCE OF 195 FEET THENCE NORTH A DISTANCE OF 10250 FEET TO THE TRUE POINT OF BEGJNN/NG (BEING KNOWN AS TRACT 20. GOLDEN CREST ACRES ACCORDING TO THE UNRECORDED PLAT THEROF). e BENCH MARK ORIGINAL BM: CITY OF SEATTLE BENCHMARK POINT ID 1 816, POINT NAME 9JV -903 2 BRASS DISC WITH k" SET IN CONCRETE. DOWN 0.43' N CASE AT THE INTERSECTION Of S 744TH ST. AND 32ND AVE S ELEV. • 362.01' IBM - A' END. RAILROAD SPIKE AT THE EASTERLY BASE OF POWER POLE ON WEST SIDE OF 35TH AVE. S ACROSS FROM SOUTHWEST CORNER OF 91E ELEV.. • 348.70' IBM - B: FND RAILROAD SPIKE A T THE OF POWER POLE ON WEST SIDE OF 35TH A FROM NORTHWEST CORNER OF SO 7E ELEV.. • 346.27' DATUM: NAW 88 MERIDIAN et= nt 'JUL 2 DEVELopm CCMMUN I y SURVEY FOR BOUNDARY LOTS 1 2, KCSP 1082067 BY rn t��p C SURvErING AS RECORDED IN VOL. 96 OF SURVEYS PAGE 183, UNDER UNDER RECORDING NO. 9401189001, RECORDS OF KING COUNTY, WASHINGTON. UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS. SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CAI) AT I- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 20 CB CS CST CW F.F. F/L N GM IE MB PM PP PPT PTLU SSMH WS WV XFMR AP MA SG CITY OF TUKWILA p_1- - (-) `t SHORT PLAT NO. XXXXXXX TUKWILA, WASHINGTON 0 Scale MERIDIAN SURVEY FOR BOUNDARY LOTS 1 & 2, KCSP 1082067 BY C. & C. SURVEYING AS RECORDED IN VOL 96 OF SURVEYS. PAGE 183. UNDER RECORDING NO. 9401189001, RECORDS OF KING COUNTY, WASHINGTON. DATUM NAVD 88 CONTOUR INTERVAL = 2' FOUIPMENT & PROCEDURES A 5 ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332 -130 -090. BENCHMARKS ORIGINAL BM: CITY OF SEATTLE BENCHMARK POINT ID g 616. POINT NAME 93V -903. 2' BRASS DISC WITH 'X SET IN CONCRETE. DOWN 0.43' IN CASE AT THE INTERSECTION OF S. 144TH ST. AND 32ND AVE. S. ELEV. = 362.01' TOM - A: ON WEST SIDE OF SPIKE 35TH VE EASTERLY BASE OF ACROSS FROM SOUTHWEST POWER LE CORNER OF SITE ELEV. = 348.10' TBM - B: ND RAILROAD SPIKE AT THE EASTERLY BASE OF POWER POLE ON WEST SIDE OF 35TH AVE. S. ACROSS FROM NORTHWEST CORNER OF SITE. ELEV. 346.27' GENERAL NOTES 1. THE SURVEY MADE INFORMATION THIS ONLY REPRESENTS CONSIDERED AS A INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (I.E PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE CO UTILITIES SHALL TO L VERIFY THE TNXACCTLOCATION ...ELEVATION AND SIZE OF EXISTING 3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF OUR ABILITY. HOWEVER, MEAD GILMAN & ASSOCIATES DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST. 4. THE EXISTING HOUSE ON LOT 1 TO REMAIN. REFERENCES 1. RECORD OF SURVEY RECORDED IN VOL. 96 OF SURVEYS, PAGE 183, UNDER RECORDING NO. 9401189001. 2. RECORD OF SURVEY RECORDED IN VOL. 146 OF SURVEYS, PAGE 65, UNDER RECORDING NO. 20010711900012. 3. PLAT OF.WILDW000 COURT AS RECORDED IN VOL 72 OF PLATS, PAGE 95. 4. PLAT OF JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE AS RECORDED IN VOL 13 OF PLATS, AT PAGE 12. gGEND: SYMBOLS LEGEND: CATCH BASIN CONCRETE SLAB CONCRETE STAIRS CONCRETE WALK FINISH FLOOR FLOWUNE FIRE HYDRANT GAS METER INVERT ELEVATION MAILBOX POWER METER POWER POLE POWER POLE W /XFMR PP W /XFMR,LIGHT & UG SANITARY SEWER MANHOLE WATER STUB WATER VALVE TRANSFORMER APPLE BIRCH FIR MADRONNA SEQUOIA ASPHALT HATCH CONCRETE HATCH GRAVEL HATCH 20 1" = 20' 0 A Cri 4 0 OHP uOP SS so 60 CATCH BASIN FIRE HYDRANT GAS /POWER METER(AS NOTED) MAIL BOX POWER POLE(AS NOTED) SANITARY SEWER MANHOLE WATER STUB WATER VALVE CONIFER(AS NOTED) DECIDUOUS(AS NOTED) FENCE LINE AS NOTED OVERHEAD POWER UNE UNDERGROUND POWER LINE SANITARY SEWER LINE STORM DRAIN UNE •4 1 2"CONC(S)IE•'.343.36 CO 82051, TYPE I RIM EL- 346.18 NO MEAS. DOWN FU.I. OF MUD. CD U:J. 'Y, - . . .. RIN L' 347.00 e' I2 CUNC(1).1 -.1 12'COLC(W)L'. 4 4. /U fMvtL .,RM. , .r P C'`: -I: S:,!.L LT .:lie. ._ ' FIM EL- 344.€E N 88'24'55" W --* .711405 \ / 5S0 I. I PUBLIC UTILITY It EASEMENT. SEE EASEMENT I '�' .;� PROVISIONS SHEET 1, • I I l NO FH N0. ? 5 GRS = 11,751 sq.14 NET -• 9,218 sq.ft(•: i fl` 27' ACCESS EASEMENT • AND UTILITIES EASEMENT ',SEE NOTE 1, SHEET 2. ` 77/;.;- -'t" - )- 115.26' S:URY WOOH i 1i4�:C '19tSE 1401:0 O N 88 W N ?A 04 7 1 FvED wG (ac6 �F i 5 �gtu t foe- SHORT PLAT for WESTAR / / 5005 200TH ST. SW LYNNWOOD, WA. 98036 RECORDING NO. 0 SW1 /4, SW1 /4, SEC. 15, T. 23 N., R. 4 E., W.M. 1 .1, 1 N 0 . PA RC 0 92 44 1 1 /2 _0 w T I RE FENCE 4 o�n n' x 60.95' 1 - 573§81. 195.00' T 1 ,10. L 1� pA�304g2 �5 5 0 2 8,235 sq.ft. \ 1 ...t 10' PRNATE DRAINA--I EASEMENT. SEE'NOT - E I 2, SHEET 1. 1 J 1 79.74'. __ O . M G & A DRAWN BY: MRP CHKD BY: f: VOL /PAGE END STONE WITH CH SELED 'X' DOWN 1.25' IN A CASE AT INTX. OF S 140TH & 37TH AVE. (3/06) I 1 r ' tO LOT -OS( DATE: 6 -26 -07 SCALE: 1 " 20 ' 220.00 ND 4'X4" CONC MON WITH BRASS PIN AND 10 PUNCH IN A CASE AT M I NTX. OF 144TH ST & 37TH AVE. (3/06) I 0 I! ‚it RECEIVED COMMUN,ry DEVELOPl2`PIT, Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486 -1252 FAX: (425) 486 - 6108 JOB NO: 06D72 SHEET: flu 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 SUBDMSION SHALL NOT BE FURTHER DMDED 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 SUBDMSION 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. NORMAN S. SHERRILL WESTAR FUNDING AMERICA'S WHOLESALE LENDER BANK OF AMERICA. NA ACKNOWLEDGMENTS STATE. OF WASHINGTON ) )SS COUNTY OF I CERTIFY THAT 1 KNOW- OR HAVE SATISFACTORY EVIDENCE THAT IS /ARE THE PERSON(S) WHO APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE /SHE) SIGNED THIS INSTRUMENT AND ACKNOWLEDGED R TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE MF. AND SAID PERSON ACKNOWLEDGED THAT (HE /SHE/THEY) SIGNED THIS INSTRUMENT. ON CATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONE.) IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBUC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF CITY OF TUKWILA L) 1_ ( 1 SHORT PLAT NO. ` XX)CXXX TUKWILA, WASHINGTON ) )SS STATE OF WASHINGTON COUNTY OF ) s5 I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ML, AND SAID PERSON ACKNOWLEDGED THAT (HE /SHE/THEY) SIGNED THIS INSIRUMENT, ON OAT Li STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS Ili OF TO BE bit FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN IHE INSIRU6•ENT. DATED SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES )55 ) I CERTIFY THAT I KNOW OR. HAVE SATISFACTORY . 'V1DENGE THAT IS THE' PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE' IS AUTHORIZED TO EXECUTE THIS INSTRUMENT -AND ACKNOWLEDGED IT AS THE OF - TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBUC MY APPOINTMENT EXPIRES - EASFMEIIT AN EASEMENT UNDER AND UPON THE EXTERIOR 10 FEET OF LOT 1 PARALLEL AND ADJOINING STREET FRONTAGE OF 35TH AVE. IS HEREBY RESERVED FOR AND/GRANTED TO ALL UTILITIES SERVING THE SUBJECT SHORT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, IN WHICH TO INSTALL, LAY, CONSTRUCT. RENEW. OPERATE AND I4 JNTA1N UNDERGROUND CONDUITS, CABLES, PIPES AND WIRES WITH NECESSARY FACIUTIES AND OTHER EQUIPMENT FOR THE PURPOSE or SERVING THIS SHORT SUBDMSION AND OTHER PROPERTY WITH WATER, SEWER ELECTRICITY, TELEPHONE. GAS TELEVISION CABLE, /AND OTHER UTILITY SERVICE. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED NOTES 1. THE 22 FOOT JOINT USE DRIVEWAY EASEMENT IS FUR THE BENEFITS OF LOTS 1 AND 2. MNNIENMICE OF THE DRIVEWAY AND UTILITIES LYING WITHIN SAID EASEMENT SHALL BE THE RESPONSIBILITY OF THE OWNERS OF LOTS 1 AND 2. No PFa 12K t N4 ALA. cu 'D 2. THE 10 FOOT PRIVATE DRAINAGE EASEMENT OVER UNDER AND ACROSS LOT 2, AS SHOWN HEREON, IS FOR 1 H BENEFIT OF LOT 1. THE OWNERS OF LOTS 1 AND 2 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EACH.] KS WITHIN SAID EASEMENT WITH THE EXCEPTION THAT NO LOT SHALL BE RESPONSIBLE FOR THE POINT ABOVE THEIR CONNECTION. ORIGINAL L EGAL DESCRIPTION h3SES5a 7At PA/XEI.- _ _ —_ _ THAT PORTION OF THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, fOwNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCIBED AS FOLLOWS: COLILIENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 635 FEET TO THE TRUE POINT OF BEGINNING OF SAID TRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER, A DISTANCE OF 195 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST OUNtTEIR OF THE SOUTHWEST QUARTER. A, DISTANCE OF 102.50 FEET; THENCE DUE WEST A DISTANCE OF 195 FEET; THENCE NORTH A DISTANCE OF 102.50 FEET TO THE TRUE POINT OF BEGINNING; (BFNG KNOWN AS TRACT 2D. GUI DIN CREST ACRES. ACCORDING TO THE UNRECORDED PLAT 1 HLROF). REVISED LEGAL DESCRIPTIOy. LOLL THAT PORTION OF THE SOUTHWEST QUARTET Gr THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP. 23 NORTH, RANGE 4 EAST, W.M., :.'1 K INC COUNTY, WASI4NGTCN, DESCIBED AS FOLLOWS: COMMENCING AT INC NORTHEAST CORNER OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST OUARTER; RUNNINC THENCE VILSI ALONC•THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAIL] SOU THWESI OUAItILR OF THE SOUTHWEST OUARI ER, A DISTANCE OF 635 FEET TO INC TRUE PO.NT OF BEGINNING OF SAIDiTRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL 10 111C NORM LINE Of SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 114.05 FFET; IntNCE SOUT H 1'35 WEST PERPENDICULAR 70 THE NORTH UNE OF SAID SOUTHWEST UJ.ARTER OF IhF SOUTHA'ESI CARTER 102.49 FEET: IHLNCC %LSILItLY ANL, PARALI EL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OLARTER 115.26 FEET; IHCNCE -NORTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUIHWLS1 OCARTER 102.50 FEET TO THE TRUE POINT OF BEGINNING. LOT. 2 THAI PORTION 01' THE SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER OF SECTION 15. IOWNSIIIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCIBED AS F OLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST GUARI ER; HUNNING 1HENCE WEST ALONG THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 635 FEET; THENCE EASTERLY AND PARALLEL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. A DISTANCE OF 114.05 FEEL TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY AND PARALLEL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 80.95 FEET; THENCE SOUTHERLY AND PARALLEL TO THE EAST UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 102.50 FEET; THENCE WESTERLY AND PARALLEL 10 IHE NORTH UNE OF SAID SOU THWEST QUARTER OF THE SOUTHWEST QUARTER 79.74 FEET; THENCE NORTH 1'35'05' CAST PERPENDICULAR TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUNt1I 102.49 FEET TO THE TRUE POINT OF BEGINNING. SHORT PLAT for WESTAR 5005 200TH ST. SW LYNNWOOD, WA. 98036 RECORDING NO. APPROVALS SW1 /4, SW1 /4, SEC. 15, T. 23 N., R. 4 E., W.M. KING COUNTY FINANCE DIVISION I CERTIFY THAT ALL PROPERTY TAXES ARE PAID- AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DEUNQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS. OR FOR OTHER PUBUC USE ARE PAID IN FULL EXAMINED AND APPROVED THIS DAY OF 20 _. KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED THIS DAY OF 20 KING COUNTY ASSESSOR DEPUTY ASSESSOR PARCEL NUMBER(S) TUKWILA SHORT SUBDMSION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDMSION COMMITTEE AND. HEREBY CERTIFIED FOR FIUNC THIS DAY OF , 20 CHAIRPERSON, SHORT SUBDMSION COMMITTEE LAND SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, 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 ME SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOOT CORNERS STAKED ON THE GROUND AS DEPICTED ON T.10 PLAT. (09. . .• / wd ► s H � b i1 A am: • o•, A 35145 (S O A 7 AI LAND EXPIRES: 5/ 19 /CVq 21r VICINITY MAP () M &A DRAWN BY: MRP CHKD 'BY: CSB VOL /PAGE CHRISTOPHER SHANE BARNES. P.L.S. CERTIFICATE NO. 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WASHINGTON 98072 PHONE: (425) 486 -1252 RECEIVED Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486 -1252 FAX: (425) 486 -61D8 DATE: 6-26-07 SCALE: N / 'A COMMUNITY DEVELOPItENT .108 N0: 06072 SHEET: 1 OF 2 99 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 SUBDMSION SHALL NOT BE FURTHER DMDED 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 SUBDMSION 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. NORMAN S. SHERRILL WESTAR FUNDING AMERICA'S WHOLESALE LENDER BANK OF AMERICA. NA ACKNOWLEDGMENTS STATE. OF WASHINGTON ) )SS COUNTY OF I CERTIFY THAT 1 KNOW- OR HAVE SATISFACTORY EVIDENCE THAT IS /ARE THE PERSON(S) WHO APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE /SHE) SIGNED THIS INSTRUMENT AND ACKNOWLEDGED R TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE MF. AND SAID PERSON ACKNOWLEDGED THAT (HE /SHE/THEY) SIGNED THIS INSTRUMENT. ON CATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONE.) IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBUC MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF CITY OF TUKWILA L) 1_ ( 1 SHORT PLAT NO. ` XX)CXXX TUKWILA, WASHINGTON ) )SS STATE OF WASHINGTON COUNTY OF ) s5 I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ML, AND SAID PERSON ACKNOWLEDGED THAT (HE /SHE/THEY) SIGNED THIS INSIRUMENT, ON OAT Li STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS Ili OF TO BE bit FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN IHE INSIRU6•ENT. DATED SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES )55 ) I CERTIFY THAT I KNOW OR. HAVE SATISFACTORY . 'V1DENGE THAT IS THE' PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE' IS AUTHORIZED TO EXECUTE THIS INSTRUMENT -AND ACKNOWLEDGED IT AS THE OF - TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBUC MY APPOINTMENT EXPIRES - EASFMEIIT AN EASEMENT UNDER AND UPON THE EXTERIOR 10 FEET OF LOT 1 PARALLEL AND ADJOINING STREET FRONTAGE OF 35TH AVE. IS HEREBY RESERVED FOR AND/GRANTED TO ALL UTILITIES SERVING THE SUBJECT SHORT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, IN WHICH TO INSTALL, LAY, CONSTRUCT. RENEW. OPERATE AND I4 JNTA1N UNDERGROUND CONDUITS, CABLES, PIPES AND WIRES WITH NECESSARY FACIUTIES AND OTHER EQUIPMENT FOR THE PURPOSE or SERVING THIS SHORT SUBDMSION AND OTHER PROPERTY WITH WATER, SEWER ELECTRICITY, TELEPHONE. GAS TELEVISION CABLE, /AND OTHER UTILITY SERVICE. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED NOTES 1. THE 22 FOOT JOINT USE DRIVEWAY EASEMENT IS FUR THE BENEFITS OF LOTS 1 AND 2. MNNIENMICE OF THE DRIVEWAY AND UTILITIES LYING WITHIN SAID EASEMENT SHALL BE THE RESPONSIBILITY OF THE OWNERS OF LOTS 1 AND 2. No PFa 12K t N4 ALA. cu 'D 2. THE 10 FOOT PRIVATE DRAINAGE EASEMENT OVER UNDER AND ACROSS LOT 2, AS SHOWN HEREON, IS FOR 1 H BENEFIT OF LOT 1. THE OWNERS OF LOTS 1 AND 2 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EACH.] KS WITHIN SAID EASEMENT WITH THE EXCEPTION THAT NO LOT SHALL BE RESPONSIBLE FOR THE POINT ABOVE THEIR CONNECTION. ORIGINAL L EGAL DESCRIPTION h3SES5a 7At PA/XEI.- _ _ —_ _ THAT PORTION OF THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, fOwNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCIBED AS FOLLOWS: COLILIENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER; RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 635 FEET TO THE TRUE POINT OF BEGINNING OF SAID TRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER, A DISTANCE OF 195 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST OUNtTEIR OF THE SOUTHWEST QUARTER. A, DISTANCE OF 102.50 FEET; THENCE DUE WEST A DISTANCE OF 195 FEET; THENCE NORTH A DISTANCE OF 102.50 FEET TO THE TRUE POINT OF BEGINNING; (BFNG KNOWN AS TRACT 2D. GUI DIN CREST ACRES. ACCORDING TO THE UNRECORDED PLAT 1 HLROF). REVISED LEGAL DESCRIPTIOy. LOLL THAT PORTION OF THE SOUTHWEST QUARTET Gr THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP. 23 NORTH, RANGE 4 EAST, W.M., :.'1 K INC COUNTY, WASI4NGTCN, DESCIBED AS FOLLOWS: COMMENCING AT INC NORTHEAST CORNER OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST OUARTER; RUNNINC THENCE VILSI ALONC•THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAIL] SOU THWESI OUAItILR OF THE SOUTHWEST OUARI ER, A DISTANCE OF 635 FEET TO INC TRUE PO.NT OF BEGINNING OF SAIDiTRACT HEREIN DESCRIBED; THENCE EASTERLY AND PARALLEL 10 111C NORM LINE Of SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 114.05 FFET; IntNCE SOUT H 1'35 WEST PERPENDICULAR 70 THE NORTH UNE OF SAID SOUTHWEST UJ.ARTER OF IhF SOUTHA'ESI CARTER 102.49 FEET: IHLNCC %LSILItLY ANL, PARALI EL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OLARTER 115.26 FEET; IHCNCE -NORTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUIHWLS1 OCARTER 102.50 FEET TO THE TRUE POINT OF BEGINNING. LOT. 2 THAI PORTION 01' THE SOUTHWEST QUARTER OF THE SOUTHWEST OUARTER OF SECTION 15. IOWNSIIIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCIBED AS F OLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST GUARI ER; HUNNING 1HENCE WEST ALONG THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 415 FEET; THENCE SOUTH AND PARALLEL TO THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 635 FEET; THENCE EASTERLY AND PARALLEL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. A DISTANCE OF 114.05 FEEL TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EASTERLY AND PARALLEL TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 80.95 FEET; THENCE SOUTHERLY AND PARALLEL TO THE EAST UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER 102.50 FEET; THENCE WESTERLY AND PARALLEL 10 IHE NORTH UNE OF SAID SOU THWEST QUARTER OF THE SOUTHWEST QUARTER 79.74 FEET; THENCE NORTH 1'35'05' CAST PERPENDICULAR TO THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OUNt1I 102.49 FEET TO THE TRUE POINT OF BEGINNING. SHORT PLAT for WESTAR 5005 200TH ST. SW LYNNWOOD, WA. 98036 RECORDING NO. APPROVALS SW1 /4, SW1 /4, SEC. 15, T. 23 N., R. 4 E., W.M. KING COUNTY FINANCE DIVISION I CERTIFY THAT ALL PROPERTY TAXES ARE PAID- AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DEUNQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS. OR FOR OTHER PUBUC USE ARE PAID IN FULL EXAMINED AND APPROVED THIS DAY OF 20 _. KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED THIS DAY OF 20 KING COUNTY ASSESSOR DEPUTY ASSESSOR PARCEL NUMBER(S) TUKWILA SHORT SUBDMSION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDMSION COMMITTEE AND. HEREBY CERTIFIED FOR FIUNC THIS DAY OF , 20 CHAIRPERSON, SHORT SUBDMSION COMMITTEE LAND SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, 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 ME SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOOT CORNERS STAKED ON THE GROUND AS DEPICTED ON T.10 PLAT. (09. . .• / wd ► s H � b i1 A am: • o•, A 35145 (S O A 7 AI LAND EXPIRES: 5/ 19 /CVq 21r VICINITY MAP () M &A DRAWN BY: MRP CHKD 'BY: CSB VOL /PAGE CHRISTOPHER SHANE BARNES. P.L.S. CERTIFICATE NO. 35145 MEAD GILMAN & ASSOCIATES P.O. BOX 289 WOODINVILLE, WASHINGTON 98072 PHONE: (425) 486 -1252 RECEIVED Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486 -1252 FAX: (425) 486 -61D8 DATE: 6-26-07 SCALE: N / 'A COMMUNITY DEVELOPItENT .108 N0: 06072 SHEET: 1 OF 2 I II 2 APPROXIMATE LOCATION (IF 82¢57940 WATER MAIN IOINTra 22 AcCES6 SEND 74Y-6 SC O , Ol /NWLY'AII TING TREE ,i V .2,. : ro RRELAIN ER' FENCE {� 77 k v / TD REMAw \ LOT I t .. �� R278 S I I EX- GARAGE I ,i EX CRAWL DRIVEWAY I TO BE RETADVEo i TO BE REMOVED - RJ - : � - EXISTING GATE TO BE REMOVED FILAANE ELBMELAILILEIE LOT2 8237 SF EXISTING TREE TO BE REMOVED 7 P 2007 THE BL(ELOE GROUP l ss - -- ,EXISTING FIRE HYDRANT HP - - - - OHTI- - - - (IIIP- I I EXISTING FIRE 3 HYDRANT EX 55YN RIY 344.68 B' CGNC 15 331.82 (SE) • J / 7 X r 7 - � te n4. ,r k'' EXISTING TO R EX FENCE EX CUVC WALKWAY I TO BE REMOVED EX MAILBOX ' TO BE RELOCATED APPROXIMATE LOCATION OF EXISTING WATER MAIN EX SSW RIM 347.9 B' CONC EL 330.57 (NE) (CENTER OF CHANNEL) Fri 5i7H FcI '71//l /-I / -r ry 2 8S.C'C2/ PARCEL NO I N ftX , 1f'1'/ /N Via /P`e /`)-•∎ l' . ,, ARCEL 0. . A' 7 1 1523049243 50 i . 15230414244 EX COWL WALKWAY TO BE REMOVED ADJACENT TO GARAGE 20' 10INT 115E DRIVEWAY W/ 1.5' 1T1DO:NNEG PARCEL NO. FOR LOTS I AND 2.AND 1 523049 FIRE DEPARTMENT ACCESS w I• S I PARCEL NO. 1 523049202 X J30 LEGEND PROPOSED FEATURES •••■••••BOUNDARY RIGHT - -OF -WAY LOT LINE FLOW & CURB - - CENTERLINE EASEMENT BUILDING 301944 K LUNE (BSBI) --- M --- -11 FARCE - 420 10' PROPOSED CONTOURS -422 2' PROPOSED CONTOURS CLEARED AREA EtiEje LIMITS OF CLEARING STORM DRAIN PIPE ROOF & FOOTING GRAM SEWER SERNO MAILBOX • CATCH BASIN TYPE! ® CATCH BAWL TYPE ► PINE FLOW CULVERT END • STORM CLEANOV T R FIRE HYDRANT • SEEER CEANOUT ■ WATER METER O GRAVEL • A•1IALT PAVEMENT • SIDEWALK EXISTING FEATURES ADJACENT PLAT/PARCEL LINE - - - - ADJACENT RIGHT-OF-WAY/LOTS FROSTING SURFACE FEA TURES - - - EXISTING EASEMENT - - ENSTING CENTERLINE • 30'.' - 2' EXOSTINC CONTOURS - -- - - EXISTING STORM DRAM PEE - - - -55 - FROSTING SEER MAIN - - - -W - COSTING WARN MAN - - - - 091 9 - 87151940 AERI41. PINKER EDE - - - - G - COSTING GAS MAIN - - - -x - COSTING FENCE D75TING RLTANING WALL ❑ EXISTING CATCH BASAL TYPE I ® DOSING 0109 BASMO TYPE" D EV51NG SD PPE FLOW O EXISTING SEVER MANHOLE D EXISTING SS PIPE FLOW 9 - DIMING WATER METER A DOSING FIRE HYDRANT W EXISTING GATE VALVE -0- 8105)180 POWER POLE E - COSTING GUY ANCHOR O DOSING STREET LIGHT IPI 0 0 0 0 COSTING POIIR VAULT COSTING TRANSFORMER • COSTING GAS 8E1797 EQ DOSING GAS VALVE CCO3 EXISTING ROCKERY EXISTING 9GN DOSING CONIFEROUS TREE DOSING DECIDUOUS TREE COSTING TREE TO BE REMOVED EXISTING GRAVEL COSTING ASPHALT 328 WES TA R SHORT PLAT TTGNT7PE 70 C SW 1/4 SEC 15 , TWP 23N, RGE 5E, W.M. EX BUILDING TO BE REMOVED ?f9L6' 55 O 20 MINMUM - 2206 ED -- X -- ==x - -- F ENZF - %—_ ce PARCEL NO. 15230491'98 PRIVA UTILITY T RCEL NO. r 523049063 NOTE DOMING S9 TANK AND DRA/NFIELD FOR LOT 1 TO BE REMOVED /ABANDQNED PER DEPARTMENT OF HEALTH REQUIREMENTS. PARCEL NO. 1523049081 PARCEL NO. '523049287 7 / ^ � J I EX BUILDING �1 G TD REMAIN J 1 7 T/ / / 75 'I I 8 0418 EX POWER POLE / 70 BE REMOVED/ N EX POWER POLE LED SCALE: 1 = 20 0 10 20 40 l Vr PROJECT IN PARCEL NUMBER 91E ADDRESS 9TE AREA: ACREAGE TOTAL MOWER OF LOTS 209042 A IfRAL.E LOT SLR: PROPOSED USE: SEWAGE DISPOSAL: 8ATEA SEER $EIBACKS MARIAM BUILDING HERNE MINITILM PAR ONC STALLS REWIRE& 87601940 889 88015 8685A85- PROPOSED IMPERWOUS SURFACE: ESTIMATED WT AND fill QUANTITIES` air VOLUME 10 CY FILL VOLUME 400 CY NOTE THIS IS AN ESTIMATE ONLY. THESE QUAN71nES ARE NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL QUANTITIES REPRESENTED IN CONSTRUCTION CONTRACTS I I I I I i I o ._ EX CB W/ SOLID LOOTING LID 1 TOP 318.86 1 8'OI lE 31506 (W) 12' CPEP /E 314.66 (N,5) X 55MN Rl 1 6' PVC DROP Ft 312.54 (W) 8' PVC EL 30374 (NS) (CENTER OF CHANNEL) FORMATION 152.304-9153 14060 3518 A IE S 19,986 SF 1246 AC (CROSS) LLYR 4727.5 9' 5940E FAMILY RESIDENTIAL VALVE SEER DISTRICT IONG COUNTY 025 2 PER LOT LOT f: 2,912 SF (37,6,7 Lor2 2,701 SF (3 4,1509' 8,100 SF VICINITY MAP NOT 70 SCALE PROJECT TEAM OWNER NESTAR FOWOfE INC 5005 200Thl STREET SW LRAM= WA 98036 (425) 718 -7222 CONTACT. NORM DAMS CIVIL ENGINEER THE UEMELME GROUP 23 CORRAL WAY, SATE 400 mama WA DOWS (425)216-4051 4227 =RACE NACOtL F. HRRNANEZ PE SURVEYOR MEAD LIMAN AND ASSOCIATES 17623 HE 130TH AVENUE NE SURE 104 1100EI46A4 161 96072 OGNTACT - BARNES PLS LEGAL DESCRIPTION MAT AMMAOV OF ME SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OP SECIICCN 14 TONNSOP 23 NORM RANE 4 EASE W31. M ?WIG COUNTY; *A90NGTp4 OESCIBED AS MIME COIN ENOYG AT TIE NORTHEAST CORNER OF SAE SDUINNEST 0947E14 (IF TIE S7Ul1NEST QUARTER MM HG TWICE NEST ALONG TE NORTH LOC OF SAID SOUTHWEST QUARTER OF TIE SOUTHNESST QUARTER A LWSIINCE OF 475 FEE0 THENCE SOUTH AN PARAUEL TO THE EAST LTE O' SAM SOUTHWEST QUARTER OP THE =DIREST QUARTER A DISTANCE O' 635 FEET m THE TRUE POTHT Li smarm OF SAID TRACT HEREIN DESCRIBER TIERCE EASTERLY AND PARALLEL TO THE NORTH WE OF SAID SOUTHWEST 016481 R OF THE SOUTHWEST QUARTER, A DISTANCE LF 10250 FEE0 THAI E DIE NEST A &STAAKE or 195 FEET; MACE NORTH A ANTE OF 10250 FEET 10 DE TRUE ACRES PONT OF MEMIMNO (BEM KNEW AS A TOO THE UNRECORDED DED MAT T •BENCH MARK OIIGI44L Bt CITY O' SEA77ZE 804019dRK PENT 0 # 814 PONT NAVE 938.901 2 - BRASS DISC N1 1 X SET II CONCRETE DONN 0.43 94 CASE AT THE O,ERSEC170N OP 14484 ST. AND .12N0 ALE S ELEV. 4. 3620' TEM - A: RrD RAILROAD ,POE AT DE EASTERLY BASE O' FEMME ON EST 808 OF 357H 8,1£ S ACROSS FRO1I SOUTHWEST COMER OF SITE REV- - 34810' IBM - B: P45 RAILROAD 9 AT THE EASTERLY BASE OF POWER POE ON EST 508 OP 357TH Al£ S ACROSS FROM OMR/NEST CORNER OF 9TE GREY- .4 346.27 DATUM: NANO 68 MERIDIAN SURVEY FOR 80(QGARY LOTS 1 &2 KCSF 1082067 BY C & G 9UR%EY00 AS RECUR ED N KN. 96 OP SURVEYS PAGE (85 UNDER lECCRDMG Na 9401189001, RECORDS OF KING COUNTY, WN9lNG1ON- UNDERGROUND UTILITY NOTE: RECEIVE JUL 2 A 2007 D � .0PNRY CENT UNDERGROUND URUDES ARE SHOWN W THE APPRO»MA7E LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE 910NTL OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE ME CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING *ERE C7ROSENG INTERFERENCES OR CONNECTIONS OCCUR PRIOR 70 TRENCHING OR EXCAVATION FUR ANY PIPE OR STRUCTURES 7D DETERMINE ACTUAL LOG1711NE SEE AND MATERIAL THE CONTRACTOR SHALL MICE 7HE APPROPRL47E PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY glF CAI AT 1-800- 424 -5555 AND ARRANGE FOR FIELD LOCATION OF DOS7ING FAaLUTIES BEFORE CONSTRUCTION. SCALE NORIZ 1 VERT: N/A PROJECT MANAGER: GEOFE TAMBLE PE PROJECT ENGINEER: NICOLE F. 86944N= PE DESIGNER: JORDAN LL 45 NANTAM PLOT DATE. 7/25/2007 2 2 o f a EX Et W Q • k W 0 In Z O IZ W2 E Q O to JOB NUNSER. 07-030 SHEET NAME: PUP-01 SHT 7 OF 1