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HomeMy WebLinkAboutPermit L01-046 - PUGET SOUND INVESTMENT COMPANY - SHORT PLATLO1-046 PUGET SOUND INVESTMENT 4803/4823 S 144TH STREET (SP) SHORT PLAT LAND DIVISION LAND DEVELOPMENT Dec 05 02 10:48a Penhallegon Associates Ponhallegon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Richard .Malowney Neville and Neville insurance 18311 Bothell- Everett Highway, #180 Mill Creek, WA 98012 Subject: Foster Heights Short Plat Water Extension King County Water District No. 125 Dear Mr. Malowney: Construction on the Foster Heights Short Plat Water Extension in King County Water District No. 125 has been completed. In order for the District to formally accept the project, the developer, CLS. Financial Services, LLC, must provide a maintenance bond for the one -year warranty period. The . bond must be in the amount of 25% ofthe construction cost of the water improvements, or $5,193.75 (75% of $20,775), and must name the District as Obligee. Once signed Easement and Bill of Sale documents have been received by the District, the developers performance bond posted for the project will be released: cc: Russ Austin, WD 125 Jim Keller, CLS Federal Way 253,568.6500 December 5, 2002 Sincerely, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Dave Hutley, P. Vice President District Engineer Kirkland 750 Sixth Street South . Kirkland, WA 98033 P. 425.827.2014. F. 425.827.5043 Portland 888.723.7853 425 - 827 -5043 .; Ev ) DEC 1U 2002 PUBLIC W RKS 4 p 14 46 a.T snu iu11 / it) Ve..5 MENT Seattle 206.441.1855 p. 2 Val Vue Sewer District 14816 Military Rd., South P.O. Box 69550 Seattle, WA 98168 z PSIG -ONE LP EAS 21 0 0 PAGE 001 OF 003 H 2 12/09/2002 09:34 RECEIVED KING COUNTY, WA a M DEC 1 0 2002 U o co o ONE PARTY PUBLIC WICRKS i DECLARATION OF EASEMENT FOR SIDE SEWER uj 0 WHEREAS, THIS AGREEMENT, made this 14 day of November, 2002, between OWNERS NAME: CLS Financial Services, L.L.C., Owners of the following described real = a property situated in King County, Washington, to -wit: F- _ z1.- Block 4, Lots 6 and 7, Adams Home Tracts Addition, as per Plat recorded in Volume II of Plats, w 0 uj Page 31, Records of King County, Washington; Except the North 120 feet of Lot 7; j o U is desirous of establishing a side sewer easement for the benefit of each of said properties. o WITNESSETH: That for and in consideration of the mutual covenants herein expressed, i w it is hereby agreed by the above party as follows: 1— `—` O w z o Q 0 H O 1 — A side sewer shall be constructed as follows: Across the east l Oft of lots 5 and 6 to serve lots 4, 5, and 6 of City of Tukwila Short Plat #LO1 -046, more pecificall described as: See attached "Exhibit A." Pi ' ./ 1 /.j ,c( C an r • s- /o/ o S /// o 5 2 " — There shall be, and each party does grant unto the other, an easement for sewer for the use of said properties and for the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to each party and to those acting under or for each party the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, the responsible party(s) shall restore the premises as near as may be to its condition immediately before such construction or entry. 3rd The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed. z (AND) Page 2 Dated this .6" day of , 2002; GRANTOR(S): 4 — The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th — This assignment shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNESS WHEREOF we hereunto set our hands and seals the day and year first above written. CLS F NCIAL ��� C. BY: IT'S:�.«��,� STATE OF WASHINGTON) ) SS COUNTY OF-IENG .519 rn This is to certify that on this (P day of C , 2002, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came (l p,Vi Uo_-A k' 1� to me known to be parties who executed the within instrument, and acknowledged to me that (they, he, she) signed and sealed the same as (their, his, her) free and voluntary act and deed for the uses and purposes therein mentioned. g90iy WITNESS ny'y ha L and se a and year in this certificate first above written. %� +... Pueutc %‘� WAS P aLt-cp L-4 Notary Public in and for the State of Washington, residing at • `''� Exhibit A The East 10.00 feet of the following described property: Parcel C: Lot 7 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT the North 120 feet thereof; All situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company; EXCEPT the South 15.00 feet of said described property; ALSO EXCEPT the North 60.01 feet of said described property. • `" Document Title(s) (or transactions contained therein): PUBLIC WORKS 1. Bill of Sale for Water Reference Number(s) of Documents assigned or released: (on page of document(s)) Grantor(s) (Last name first, then first name and initials 1. CLS Financial Services, LLC 2. 3. 4. 5. Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. King County Water District No. 125 2. 3. 4. 5. Additional names on page of document. Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) Portions of property located in the Northeast 1/4 of Section 22, Township 23 N, Range 4 E, W.M. City of Tukwila, King County, Washington Additional legal is on page _ of document. Assessor =s Property Tax Parcel/Account Number Portions of: 004000 - 0510 004000 - 0511 004000 - 0575 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Recording Requested By and When Recorded Mail To: King County Water District No. 125 2849 South 150th Street P.O. Box 68147 SeaTac WA, 98168 20021209 RECEIVED DEC 1 0 2002 z • • z re 6 O 0 co o J = H w 0 � Q = a Ill z � F-- Z ~ O • P- O F— ww L I O w z U c° H O 1 ' z KNOW ALL MEN BY THESE PRESENTS that for and in consideration of the sum of One Dollar ($1.00) and other good and sufficient consideration, receipt whereof is hereby acknowledged, the undersigned grantor(s) CLS Financial Services, LLC H w do(es) by these presents hereby convey, set over, assign, transfer and sell to Water District No. 125, 6 King County, Washington, a municipal corporation, the following described water mains and all v o appurtenances thereto, situated in King County, Washington. co w J H ALONG FROM TO SIZE LENGTH N o 49th Ave. So. So. 144th St. So. 145th St. 8" D.I. ± 360 I.F. W Along with all hydrants, services and other water system appurtenances. U = d w The said grantor(s) hereby certifies that he/she, they, it, is /are the sole owner(s) of all of the property z m above described; that they have full power to convey the same; and that they will defend the said z o title of said Water District against any and all persons lawfully making claim thereto. w w The total cost of installing the above described extension(s) to the present Water District system, p including labor and materials, is Twenty Thousand Seven Hundred and Seventy Five w H . CrD Dollars ($ 20,775.00 ). The Developer's Maintenance Bond will be for 25% of this 0 amount. �!- w z 0) Said total cost of the above described extension(s) is divided into individual amounts as follows: O I- . z Water Mains $ 12,975.00 Service Lines $ 2,500.00 Hydrants $ 5,300.00 P\99 \99150 \billofsale WATER DISTRICT NO. 125 BILL OF SALE SHORT PLAT AT FOSTER HEIGHTS WATER EXTENSION and Water Meters $ 0 TOTAL IN WITNESS WHEREOF the grantor(s) has/have executed these presents this �' day of December , 2002 , Page 2 $ 20,775.00 Pr (Individual Acknowledgement) STATE OF WASHINGTON COUNTY OF I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Title Ca My Appointment Expires O (5) C (Corporate Acknowledgement) STATE OF WASHINGTON COUNTY OF ?)fl,Q 1/10 YYl I certify that I know or have satisfactory evi ence that G.e .kaLd UC(,(rl,ri DD IL signed this instrument, on oath stated that he he) was authorized to execute the instrument and acknowledged it as the MCUA l- of (' q-t h St/d...o 1 --i--- to be the free and voluntary act of such p for the uses and purposes mentioned in the instrument. P\99 \99150 \billofsale I, . Page 3 Dated Dated V)- 'p Signature of Notary Public Title R N„t—t(to 20021209000511 Document Title(s) (or transactions contained' therein): RECEIVED L Water Main Easement 2.' DEC 1 2002 3. _ 4. TUKWILA rUB WORKS II Reference Number(s) of Documents assigned or released: (on page of document(s)) Grantor(s) (Last name first, then first name and initials 1. CLS Financial Services, LLC 2. 3. 4. 5.. Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. King County Water District No. 125 2. 3. 4. _ 5. Additional names on page of document. Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) Portions of property located in the Northeast 1/4 of Section 22, Township 23 N, Range 4 E, W.M. City of Tukwila, King County, Washington Additional legal is on page of document. Assessor =s Property Tax Parcel/Account Number Portions of: 004000 — 0510 004000 — 0511 004000 — 0575 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Recording Requested By and When Recorded Mail To: King County Water District No. 125 2849 South 150th Street P.O. Box 68147 SeaTac WA, 98168 011111111 1111110111111 20021209000511 PSIG -ONE LP EAS 23 00 PAGE 001 OF 005 12/09/2002 09 :34 KING COUNTY, WA 1 . • GRANTOR(S): P \P99 \99150 \Easement EASEMENT FOR WATER MAINS CLS Financial Services, LLC (the "grantor "), for and in consideration of one dollar ($1.00) and other good and valuable consideration, hereby dedicates, conveys and grants to King County Water District No. 125, King County, Washington (the "grantee ") and its successors and assigns a permanent easement for water mains and appurtenances thereto under upon and through the following described property situated in King County, Washington, legally described as follows: See Attached Legal Description "Exhibit A" and Schematic Plan, "Exhibit B" 1. That grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said property and adjoining property owned by the grantor and his assigns and successors to install, lay, construct, renew, operate and maintain In mains and necessary facilities and other equipment for the purposes of serving the property and • other properties with water and other utility service. The grantee agrees to restore the property to C its condition prior to any disturbance from construction, maintenance or repair of such facilities. O 2. The grantor covenants that no structure or obstruction, including fences, shall be • erected over, upon or within and no trees, bushes or other shrubbery shall be planted in the area • of ground for which the easement in favor of grantee has been provided herein. cQ 3. This easement and the covenants herein shall be covenants running with the land • and shall be binding on the successors, heirs and assigns of both parties hereto. 0 cat 4. The grantor warrants that the grantor has good title to the above property and warrants the grantee title to and quiet enjoyment of the easement conveyed hereto. DATED this 6 day of ` , 20 02. CLS Finanria1 SPrviraa, T.T. By Its .41/4:242. erva+rr Page 1 (Individual Acknowledgement) STATE OF WASHINGTON COUNTY OF I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. (Corporate Acknowledgement) P\99 \991 S0 \billofsale Page 3 Dated Signature of Notary Public Title My Appointment Expires STATE OF WASHINGTON COUNTY OF . 611114120/11 1 21/\ I certify that I know or have satisfactory evidence that g,t-(,6 a-Ahoo 1< signed this instrument, on oath stated that (he /she) was authorized to execute the instrument and acknowledged it as the kut of --gin `WV) to be the free and volkOity,act of suclYparty for the uses and purposes mentioned in the instrument. - to'.. 'I Dated 1 `�- ` (v 02_ i :0 N rn i cn. r i BUG ; Signature of . Notary Public tt�‘‘, WAS N '` — Title ���� t e PaLC-c, : > __ •^ Exhibit A An easement for waterline construction and maintenance over and across the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per plat recorded in Volume 11 of Plats, Page 31, Records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, Tying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Per Title Report No. 10058799 issued by Transnation Title Insurance Company. 1=1 Said easement more particularly described as follows: ;ot Commencing at the Northeast corner of the above - described property; © Thence along the East line thereof SOUTI 101 °13'31" WEST a distance of 10.00 0 feet; C.) Thence parallel to the North line of said above - described property NORTH 87 °49'23" WEST a distance of 29.09 feet to the Point of Beginning: 0 Thence continuing along said parallel line NORTH 87 °49'23" WEST 10.00 feet; 'IQ Thence SOUTH 01 °13'31" WEST 143.38 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 06 °48'04" WEST a distance of 47.00 feet; Thence Easterly along said curve through a central angle of 12 °28'45" an arc distance of 10.24 feet; Thence NORTH 01 °13'31" EAST 145.31 feet to the Point of Beginning. ' 20' LOT 5 SOUTH 144TH STREET T 20' S87'49'23 "E 126.30' LOT 6 PARCEL A WATERLINE EASEMENT R= 47.00' L= 10.24' D= 1228'45" PARCEL B 1 MM JJ 4 V 29.09' PARCEL C N87•49'23 "W LOT 7 DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING LAND PLANNING Sig 1556, Sara Su. 1O4 Smale, Watii gion 98166 Phone: 1206) V4-Illl Far (206) 24-455 DRAWN: CJB SCALE: DATE: 11/15/02 1"=40' PROJECT: 98407 SHEET: 1 PMSULG. WATERLINE EASEMENT EXHIBIT "B" 20021209000512 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first n name, initials) , RECEIVED 2. Additional names on page of document. DEC 1 0 2002 Grantee(S) (Last name first, then first name and initials) PUBLIC R KS 1. , 2. Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) .,/ L 40,-:"" 4 .s 5 c•. 2-z, % fe 2 3 �/ 4 / G j., m. a4 ,,a- ,./„.....4. Additional leg is on page of document. Assessor's Property Tax Parcel/Account Number. II Assessor Tax # not yet assigned / //m 1 ( / ' , ir e, 1 # G>c yry .0-05a� � vi -/ 75' The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Return Address: 20021209000512 PSIG - ONE LP EAS 20,00 PAGE 001 OF 002 12/09/2002 09 :34 KING COUNTY, WA Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (xcw 65.04) i I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text_of ie ongit�al document. Signature of Requesting Party The proposed development at: Address: 4803 So. 144th Street, Tukwila, WA 98188 Parcel No.: 004000 -0510 - Along Lot 3 and Tract "A" of Short Plat #L01 -046, City of Tukwila TMC 11.64.020 requires the construction of curb, gutter, and sidewalk frontal improvements for new or remodeling construction when: - floor area is increased by 20% - alterations, repairs, remodeling exceed 25% of the previous building value - 25,000 square feet is added - or building value is increased by $250,000 This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. The proposed development property is obligated to participate in funding future frontal improvements, and the owner waives the right to protest L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share based on unit construction costs for the frontal improvements if the City proceeds with construction. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances form the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. Owner (signature) Date CLS Financial Services, LLC. Owner (print name) 4720 200th St. SW, Ste. 200 Street Address Phone 12 - 9 - 02 City, State, Zip Street Frontal Improvement Proportionate Fair Share Agreement 425 - 744 -0467 Lynnwood, WA 98016 Street Frontal Improvement Proportionate Fair Share Agreement Page 2 Address: 4803 So. 144th Street 004000 -0510 Parcel No.: Owner: CLS Financial Services, LLC STATE OF WASHINGTON ) ss County of .c, , r o`to p r, /Id ) On this day personally appeared before me -e T� c� �L ley to be known to be the individual(s) described in and w o executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this At X day of e e CITY OF TUKWILA: Public Works Director Signature i� n Print Name NOTARY PUBLIC IN AND. FOR THE STATE OF WASHINGTON, RESIDING AT cp ,j,)-71,?/ w4 My 'commission expires Ay,t, Date C Document Title(s) (or transactions contained therein): C Easement • Bill of Sale f Other Dedication of Right of Wav Reference Number(s) of Documents assigned or released: ❑ Additional reference tip's on page of document Grantor(s) (Last name first, then first name and Initials) 1 . CLS Financial Services, LLC '2. 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and Initials) 2 . • City of Tukwila, a Municipal Corporation ❑ Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range ' Portions of property located in the Northeast 1/4 of Section 22 Township 23 N, Range 4 E. WM. City of Tukwila, King County, Washington ❑ Additional legal Is on page _. of document. Assessor's Property Tax Parcel/Accourit Number . . Portions of: 004000 -0510 00400 -0575 004000 -0511 ❑ Assessor Tax It not yet assigned. The Auditor /Recorder will rely on the Information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. When Recorded Return To: ,.. �.....' .. !„ Nlurl to: City of Tukwila Attn: Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 STATE OF WASHINGTON ) COUNTY OF KING / /� / On this 97 day of °� ec,,,h -[/ s s Project: Short Plat 11 L 01 -046 4803 So. 144th Street, Tukwila, WA z = z ~ w D —J U 00 u) THE GRANTOR CLS Financial Services, LLC -J LL O in hand paid, conveys and quit claims to CITY OF TUKWILA for any and all municipal purposes as 2 �: Grantee, the following described real estate, situated in the County of King, State of Washington g Q including any after acquired title: c d See Attached Legal Descriptin, "Exhibits A & C" and I- W Schematic Plans, "Exhibits B & D" Z H : I-0 Z I— W W �I D = Dated this 7 f( day of `�� p c"e�,�,6ev d L 0 , 20 D I— ,J I— I uj — O: iii U= O I - . DEDICATION OF RIGHT -OF -WAY for and in consideration of Ten Dollars andOther Good and Valuable Consideration undersigned, a Notary Public ' and for the State 2 f Washington, duly commissioned and sworn, personally appeared .S -.e' ,` leL /LAo0Gt to me known to be the individual described in and w executed the foregoing instrument, and acknowledged to me G` that A e signed and sealed this said instrument as i free and voluntary act and deed for the uses and purposes therein mentioned. / GIVEN under_ ••ti �x official seal this 9 day of CQc P„/5 -(r , 20 0 .a. O • ■pIII , .� / t D PUBLIC y i • I I I I 1 • . :9 -0 .. S ' ;QFt�'VASH�NG "" , 20 0 . , before me, the si ^ � / Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WA INGTON, RESIDING AT My commission expires /OM z More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Parcel B: The South 120 feet of Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT the Epst 66 feet thereof; TOGETHER WITH that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 feet thereof; Parcel C: Lot 7 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT the North 120 feet thereof; All situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Commencing at the Southwest corner of the above - described property; Thence along the South line thereof SOUTH 87 °53'09" EAST a distance of 126.41 feet to a point of intersection of the proposed Westerly right -of -way line of Tukwila Short Plat No. L99 -0002, unrecorded, said point of intersection also being the Point of Beginning; Thence NORTH 1 °23'03" EAST a distance of 0.54 feet to the beginning of a curve, concave to the Southwest, having a radius of 35.00 feet; Thence 28.93 feet along said curve through a central angle of 47 °21'20" to the beginning of a reverse curve, concave to the Northeast, having a radius of 120.00 feet; Thence 28.46 feet along said curve through a central angle of 13 °35'24" to the beginning of a reverse curve, concave to the Southwest, having a radius of 38.50 feet; Thence 29.78 feet along said curve through a central angle of 44 °18'59" to the beginning of a reverse curve, concave to the Southeast, having a radius of 47.00 feet; Thence 224.20 feet along said curve through a central angle of 273 °18'29" to the beginning of a reverse curve, concave to the East, having a radius of 38.50 feet; y Thence 37.37 feet along said curve through a central angle of 55 °36'59" to the beginning of a compound curve, concave to the Northeast, having a radius of 80.00 feet; Thence 9.73 feet along said curve through a central angle of 6 °57'55" to the beginning of a reverse curve, concave to the Southwest, having a radius of 75.00 feet; . Thence 61.99 feet along said curve through a central angle of 47 °21'20 "; Thence SOUTH 1°23'03" WEST a distance of 1.05 feet to the South line of the above - described property; Thence NORTH 87 °53'09" WEST a distance of 40.00 feet to the Point of Beginning and the end of this description. CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 28.93' 35.00' 47'21'20" C2 28.46' 120.00' 13'35'24" C3 29.78' 38.50' 44'18'59" C4 37.37' 38.50' 55'36'59" C5 9.73' 80.00' 06'57'55" C6 61.99' 75.00' 47'21'20" LINE TABLE LINE LENGTH BEARING L1 0.54' N01'23'03 "E L2 1.05' N01'23'03 "E SOUTH 144TH STREET__C _ _ in O 6 r') N87'49'23 "W 126.30' i PARCEL B PARCEL A N O O r -- w N) to 0 z 126.29' N87'49'23 "W PARCEL C 126.4'(R1) S87'53'09 "E(C) 40' 126.4 R1 86.12' DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 S.W. 145th Sorct Ste. 301, Seattle, Washington 98166 Phone: (206) 2.14-4141 Far (206) 244 -4455 DRAWN: CJB SCALE: 1". 50' DATE: 11/18/02 PROJECT: 98407 SHEET: 1 Pa&laG. RIGHT OF WAY EXHIBIT "B" Exhibit C The North 10.00 feet of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. z z ce w 0 0 0) o U) w w =. J f- N LL w0 g a • o = w . z � 1- 0 z I- w '0 CI w w I � u' O' W Z: 0 — co z SOUTH 144TH STREET 20' LOT 5 ro 0 z PARCEL B S87'49'23 "E 126.30' 10' DEDICATION LOT 6 PARCEL A 0 s3\- s \ J • .� K NG G000 � T 20' PM pLP � s / S N 1 NGI ° i I N87'49'23 "W LOT 7 PARCEL C DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 1SStl, sire slt JOZ Sma14 Washington 94166 Amt. (206) 244141 Par ( s) !14155 DRAWN: CJB SCALE: 1 " = 40' DATE: 11/15/02 PROJECT: 98407 SHEET: I P.SI1G. 10' DEDICATION EXHIBIT "D" More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Beginning at the Northeast corner of said Lot 6; Thence along the East line thereof, SOUTH 01 °13'31" WEST a distance of 120.02feet; Thence SOUTH 49 °14'15" WEST a distance of 49.35 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 09 °45'08" WEST a distance of 47.00 feet; Thence Westerly along said curve through a central angle of 24 °22'52" an arc distance of 20.00 feet; Thence NORTH 00 °41'58" EAST a distance of 155.27 feet to the North line of said Lot 6; Thence along the North line thereof SOUTH 87 °49'23" EAST a distance of 57.92 feet to the Northeast corner of said Lot 6 and the Point of Beginning; EXCEPT the North 10.00 feet thereof. More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Beginning at the Northeast corner of said Lot 6; Thence along the East line thereof, SOUTH 01 °13'31" WEST a distance of 120.02feet; Thence SOUTH 49 °14'15" WEST a distance of 49.35 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 09 °45'08" WEST a distance of 47.00 feet; Thence Westerly along said curve through a central angle of 24 °22'52" an arc distance of 20.00 feet; Thence NORTH 00 °41'58" EAST a distance of 155.27 feet to the North line of said Lot 6; Thence along the North line thereof SOUTH 87 °49'23" EAST a distance of 57.92 feet to the Northeast corner of said Lot 6 and the Point of Beginning; EXCEPT the North 10.00 feet thereof. :r✓.*�J:ic,.r.:.W,.�,t ,.•' uaws�. ut r. ��.:. .e;�:eFi.:rs sib, �',.;Y3ii_1��.._k- S,,tXi; ^'�'. More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Beginning at the Northeast corner of said Lot 6; Thence along the East line thereof, SOUTH 01 °13'31" WEST a distance of 120.02feet; Thence SOUTH 49 °14'15" WEST a distance of 49.35 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 09 °45'08" WEST a distance of 47.00 feet; Thence Westerly along said curve through a central angle of 24 °22'52" an arc distance of 20.00 feet; Thence NORTH 00 °41'58" EAST a distance of 155.27 feet to the North line of said Lot 6; Thence along the North line thereof SOUTH 87 °49'23" EAST a distance of 57.92 feet to the Northeast corner of said Lot 6 and the Point of Beginning; EXCEPT the North 10.00 feet thereof. More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Beginning at the Northeast corner of said Lot 6; Thence along the East line thereof, SOUTH 01 °13'31" WEST a distance of 120.02feet; Thence SOUTH 49 °14'15" WEST a distance of 49.35 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 09 °45'08" WEST a distance of 47.00 feet; Thence Westerly along said curve through a central angle of 24 °22'52" an arc distance of 20.00 feet; Thence NORTH 00 °41'58" EAST a distance of 155.27 feet to the North line of said Lot 6; Thence along the North line thereof SOUTH 87 °49'23" EAST a distance of 57.92 feet to the Northeast corner of said Lot 6 and the Point of Beginning; EXCEPT the North 10.00 feet thereof. iLi•;ri, a., livko.i+,. �.',:.,t C�.. s" 1��ci� ti�, wa��° ti£: ��vstll .+�ivy:ill�,.�.:'Joim':�1 -n ^T `sawi �S a..sx,"vm 41,1,vuL nvr� „* a t ,;�i:ra::..n�. When Recorded Return To: Document Tltle(s) (or transactions contained therein): ❑ Easement ❑ Bill of Sale Z3 Other Street Frontal Improvement Agre PmPnt Reference Number(s) of Documents assigned or released: ❑ Additional reference #'s on page of document Grantor(s) (Last name first, then first name and initials) 1. .2 CLS Financial Services, LLC 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. 2. ❑ Additional names on page of do Legal description (abbreviated: i.e. lot, block, plat or section Portion of property located in the Northeast 1, N, Range 4 E W.M., City of Tukwila, King Counts ❑ Additional legal Is on page • of doc, Assessor's Property Tax Parcel/Account Number Parcel # 004000 -0510 ❑ Assessor Tax # not yet assigned. The Auditor /Recorder will rely on the Information provided on It document to verify the accuracy or completeness of the indexir Cto /hee.Ef c�v /+fin a2d JJ s Document Title(s) (or transactions contained therein): • Easement • Bill of Sale :•: Oilier Street Frontal Improvement AgrPPmPnt- Reference Number(s) of Documents assigned or released: ❑ Additional reference #'s on page of document Grantor(s) (Last name first, then first name and initials) 1. . CLS Financial Services, LLC 3. 4. ❑ Additional names on page of document. Grantees) (Last name first, then first name and initials) 1. '2. U Additional names on page of document. Legal description (abbreviated: I.e. lot, block, plat or section, township, range Portion of property located in the Northeast 1/4 of Section 22, Township 23 N, Range 4 E W.M., City of Tukwila, King County, Washington ❑ Additional legal Is on page _' of document. Assessor's Property Tax Parcei/Accourit Number Parcel # 004000 - 0510 III Assessor Tax # not yet assigned. The Auditor /Recorder will rely on the Information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. When Recorded Return To: z z re w 6 00 ( 0. W W V) u_ W0 2 g - u_j I- Ili ±0 z � I- 0 Z F-- U� 92 a ,-- =W I-U u" O w z U - (1 2 H 1 0 Return To : CLS Financial Service, LLC 4720 200 St. SW, Ste. 200 Lynnwood, WA 98036 RELINQUISHMENT OF EASEMENT CLS Financial Services, LLC, being the Owners of the following described real property, situated in King County, City of Tukwila, Washington: Block 4, lots 6 and 7, Adams Home Tracts Addition, as per Plat Recorded in Volume 11 of Plats, Page 31, Records of King County; Except the North 120 feet of Lot 7; Now therefore, the Owners hereby relinquish an easement recorded under Auditor's File No. 6613683, Records of King County, for road and utility purposes Ei2 over the following described property situated in King County, Washington: its rn It's: The East 22 feet of Lot 6, Block4, less the South 35 feet and that portion of lot 6 and 7, Adams Home Tracts Addition, needed for a turn around described as having a 17 1 /2 foot radius from center line of South 35 feet of the East 22 feet of said Lot 6. In Witness Whereof, this instrument has been executed this 4 1 ' — day of December, 2002. GRANTOR(s): CLS Financ' ' LLC By: c2424. 9e.-- (Individual Acknowledgement) STATE OF WASHINGTON ) .) COUNTY OF-KING 511Mo/1115M sY � s a i o ‘401ARY ss. t■ or have satisfactory evidence that c A1'd 1441.66k-signed acknowledge it to be kts (his /her) free and voluntary act for wiltoes mentioned in the instrument. • Date: 1 fI 4D i � PUB►aG i Signature of / i 0 6.: �� Notary Public � . `A ( -(" i i1l s jq 21. _ s Title .J D ‘‘' ∎ 1 My Appointment expires -?- Di - f \ Document Title(s) (or transactions contained therein): Easement ' • Bill of Sale • Other Reference Number(s) of Documents assigned or released: ❑ Additional reference #'s on page of document Grantor(s) (Last name first, then first name and initials) 1. CLS Financial Services, LLC '2. 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 2 : Owners of Lots 1,2, & 3 of Short Plat # LO1 - 046, City of Tukwila ❑ Additional names on page of document. Legal description (abbreviated: I.e. lot, block, plat or section, township, range • Portions of property located in the Northeast 1/4 of Section 22 Township 23 N`,' Range 4 E. WM. City of Tukwila, King County, Washington ❑ Additional legal is on page of document. Assessor's Property Tax Parcel/Accourit Number Portions of: 004000 -0510 00400 -0575 004000 -0511 ❑ Assessor Tax # not yet assigned. The Auditor /Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. When Recorded Return To: I . b Return To: CLS Financial Service, LLC 4720 200"' St. SW, Ste. 200 Lynnwood, WA 98036 EASEMENT CLS Financial Services, LLC, does hereby grant and convey to the Owners of Lots 1,2,and 3, of Short Plat # L01 -046, City of Tukwila, Washington, an easement over and across, upon and underneath, the following described land for ingress and egress and for the purpose of laying, maintaining and installing a private storm interceptor trench. In consideration of the Mutual Covenants and Promises Contained Herein, The Parties Hereto Agree As Follows: 1. Each party will maintain ay private individual storm interceptor system from his /her structure to the point where joint usage among the parties commences. 2. All parties hereto agree and understand that City of Tukwila has no responsibility for the repair or maintenance of said individual private Interceptor System. 3. The City of Tukwila retains the right to enter private properties as described in Exhibit "A" to inspect any and all storm system lines and appurtenances discharging into the storm system located in 49 Avenue South. 4. The Grantor /Grantee shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted, but shall not, however, have the right to: a. Erect any buildings or structures within ten (10) feet of any portion of the constructed storm system within the easement. b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the constructed storm system within the easement. c. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or endanger the lateral support of the constructed storm system. 4 VAR'' ,• z ~ w 00 0 Lu w • 0 uQ = • a I _w Z 1-- 0 Z 0 0 0 O ( 12 . O I— wW I 0 r- U- z w 0 0 h- z 4 5. The Perpetual, Reciprocal Interceptor Storm Easement and Maintenance Agreement shall be a Covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns. Said land being is legally described in Exhibit A which is attached hereto and incorporated as part of this easement by this reference and a schematic plan of the easement, which is attached hereto as Exhibit B and incorporated as part of this easement by this reference. IN WITNESS WHEREOF, the Grantor(s) has /have caused this instrument to be executed this 7g day of December, 2002. GRANTOR(s): CLS FinanciaLServices, LLC By: It's: daf C'.- (Individual Acknowledgement) STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that 3-e rri a if 1, this instrument and acknowledge it to be A • S (his /her) freed voluntary act for the uses and purposes mentioned in the instrument. ,�...� Date: //,A %o; s 1 + Signature of A'/- �� �/J / .'� s io N F ..2 A Notary Publi �? �° .� i • a NOTARY 13 ■ i ' : ; Title 1 / / ' Nom: PUBLIC ; My Appointment expires /o/j9/e 5 i y �o : g_p5 • . h � WASHY ss. ;5's9:+h:5dvi�3?ficSfwt :';at`.Slv:'rG',:. }} Exhibit A The West 10.00 feet of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Parcel B: The South 120 feet of Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT the East 66 feet thereof; TOGETHER WITH that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 feet thereof Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. EXCEPT the North 10.00 feet of said described property. TOGETHER WITH the South 10.00 feet of the North 20.00 feet of said described property lying Westerly of the following described line: Commencing at the Northwest corner of said Lot 6; Thence SOUTH 87 °49'23" EAST along the North line of said Lot 6 a distance of 111.18 feet to the beginning of said described line; Thence SOUTH 00 °41'58" WEST 20.00 feet to the terminus of said described line. z _~ re 2 6 '~' w 00 U w J f w o 2 g< to = a I- III Z r0 Z f- w 2 o 0 O D- ❑ I- w w I H U LL_ r z O C° 0 z P SOUTH 144TH STREET ° _ N8 '49'23 "W 126.30' 111.18' 10'-- PARCEL B 20' ] 10' --� PARCEL A r -J N O O w 0 z S00'41'58 "W 20.00' 126.29' N87'49'23 "W PARCEL C t. 126.4'(R1) S87'53'09 "E(C) -' 126.4'(R1) 86.12' O 0 to U a 0 to w O z DUNCANSON Company, Inc. CIVIL ENGINEERING SURVEYING • LAND PLANNING 145 S.W. 145th Street Ste. 301, Seattle, Washington 98166 Phone (206) 244 -4141 Far (206) 244 -1455 DRAWN: CJB SCALE: 1 " =50' DATE: 11/18/02 PROJECT: 98407 SHEET: 1 P.S.I.G. DRAINAGE EXHIBIT "B" z � J U O 0 (I) • W W I F � w g Q . = d . w z� F- 0 z w w U D O N O I-- W W S 1 li.l Z F. _ O 1- z w Document Title(s) (or transactions contained therein): 0 Easement ❑ Bill of Sale • Other Reference Number(s) of Documents assigned or released: ❑ Additional reference #'s on page of document Grantor(s) (Last name first, then first name and initials) 1. CLS Financial Services, LLC ' 2. 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and Initials) • 1 ' 2. City of Tukwila, A Municipal Corporation ❑ Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range • Portions of property located in the Northeast 1/4 of Section 22 Township 23 N, Range 4 E. WM. City of Tukwila, King County, Washington ❑ Additional legal is on page _' _ of document. Assessor's Property Tax Parcel/Accourit Number . Portions of: 004000 -0510 00400 -0575 004000 -0511 ❑ Assessor Tax It not yet assigned. The Auditor /Recorder will rely on the Information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing Information provided herein. f r When Recorded Return To: Return To: CLS Financial Service, LLC 4720 200 St. SW, Ste. 200 Lynnwood, WA 98036 CLS Financial Services, LLC, does hereby grant and convey to the City of Tukwila, a Municipal Corporation, an easement over and across, upon and underneath, the following described land for ingress and egress and for the purpose of laying, maintain and install: 10 foot Public Utility Easement - Public Utilities Said land being is legally described in Exhibit A which is attached hereto and incorporated as part of this easement by this reference and a schematic of the easement, which is attached hereto as Exhibit B and incorporated as part of this easement by thus reference. IN WITNESS WHEREOF, the Grantor(s) has /have caused this instrument to be executed this ? - 441 day of December, 2002. GRANTOR(s) CLS Financ' I Services, LLC By: (Individual Acknowledgement) STATE OF WASHINGTON COUNTY OF KING 'firckw or have satisfactory evidence that fsai `J 4,4 cLsigned I certify_ this i k i t knowledge it to be Ai ( (his/her) nd voluntary ry act for the ad'a(Yr +mentioned in the instrument. T . O TARi,''s,'. • t; PUBLIC 1 ' G.9 -0 . • �. 7 Title EASEMENT It's: ss. iWw,.c. .z1/-e My Appointment expires /e/9/ 5 Date: Signature of _ LA/ • Notary Public, r z a: 0 00 0 w = U) Li. w 0 2 u. I F- 1 Z = F- 0 Z I- w w O • D- O 1- w Li ' LL' w U 2 0 z Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per plat recorded in Volume 11 of Plats, Page 31, Records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Parcel B: The South 120 feet of Lot 6 in Block 4 of Adams Home Tracts Addition, as per plat recorded in Volume 11 of Plats, Page 31, Records of King County Auditor; EXCEPT the East 66 feet thereof; TOGETHER with that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 feet thereof; - Parcel C: Lot 7 in Block 4 of Adams I lomeTracts Addition, as per plat recorded in Volume 11 of Plats, Page 31, Records of King County Auditor; EXCEPT the North 120 feet thereof; All situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Easement being described as follows: Commencing at the Southwest corner of the above- described property; Thence along the South line thereof SOUTH 87 °53'09" EAST a distance of 126.41 feet to a point of intersection of the proposed Westerly right -of -way line of Tukwila Short Plat No. L99 -0002, unrecorded, said point of intersection also being the.True Point of Beginning; Thence from said True Point of Beginning NORTH 1 °23'03" EAST a distance of 0.54 feet to the beginning of curve to the left having a radius of 35.00 feet; Thence along said curve through a central angle of 47 °21'20" an 'arc distance of 28.93 feet (chord bearing NORTH 22°17'37" WEST a distance of 28.11 feet) to a point of reverse curvature to the right having a radius of 120.00 feet; Thence along said curve through a central angle of 13 °35'24" an arc distance of 28.46 . feet (chord bearing NORTH 39 °1 WEST a distance of 28.40. feet)•to a point of reverse curvature to the left having a radius of 38.50 feet; Thence along said curve through a central angle of 44 °18'59" an arc distance of 29.78 feet (chord bearing NORTH 54 °32'22" WEST a distance of 29.04 feet) to a point of reverse curvature to the right having a radius of 47.00 feet; • Thence along said curve through a central angle of 273° 18'29" an arc distance of 224.20 feet (chord bearing NORTH 59°57'23" EAST' a distance of 64.52 feet) to a point of reverse curvature to the left having a radius of 38.50 feet; cs:e, i �:vi,,:i ::i. r; -- ,<.`.•. L:.f«. ....''— ati�u:#::va <9HWa�I::�.J. :ii:utt'.;,a�i�..,:F. z _ 1- : w • : J U: 6 UO U 0: J =' w • O 2 co I a _ . z � i-O z �- 111 w n p o f-` w 2 V . .z . w U= O H z • Thence along said curve through a central angle of 55 °36'59" an arc distance of 37.37 feet (chord bearing SOUTH 1 1 °1 1'52" EAST a distance ol'35.92 feet) to a point of compound curvature to the left having a radius of 80.00 feet; "Thence along said curve through a central angle of 6 °57'55" an arc distance of 9.73 feet (chord bearing SOUTH 42 °29' 19" EAST a distance of 9.72 feet) to a point of reverse curvature to the right having a radius of 75.00 feet; Thence along said curve through a central angle of47 °21'20" an arc distance of 61.99 feet (chord bearing SOUTH 22 °17'37" EAST a distance of 60.24 feet); •Thence SOUTH 1 °23'03" WEST a distance of 1.05 feet to the South line of the above - described property; Thence along said South line SOUTH 87 °53'09" EAST a distance of 10.00 feet to a point of intersection of a line parallel with and 10.00 feet Easterly of the proposed Easterly right -of -way line of Tukwila•Short Plat No. L99 -0002, unrecorded; 'thence along said parallel line NORTH 1 °23'03" EAST a distance of 1.18 feet to a point of curvature to the left having a radius of 85.00 feet; Thence along said curve through a central angle of 47 °21'20" an arc distance of 70.25 feet (chord bearing NORTH 22°17'37" WEST a distance of 68.27 feet) to a point of reverse curvature to the right having a radius of 70.00 feet; . Thence along said curve through a central angle of 6 °7'55" an arc distance of 8.51 feet (chord bearing NORTH 42 °29' 19" WEST a distance of' •8.50 feet) to a point of compound curvature to the right having a radius of 28.50 feet; Thence along said curve through a central angle of 55 °36'59" an arc distance of 27.66 feet (chord bearing NORTH 11°11'52" WEST a distance of 26.59 feet) to a point of reverse curvature to the left having a radius of 57.00 feet; Thence along said curve through a central angle of 273°18'29" an arc distance of 271.90 feet (chord bearing SOUTH 59 °57'23" WEST a distance of 78.25 feet) to a point of reverse curvature to the right having a radius of 28.50 feet; Thence along said curve through a central angle of 44°18'59" an arc distance of 22.04 feet (chord bearing SOUTH 54 °32'22" EAST a distance of 21.50 feet) to a point of reverse curvature to the left having a radius of 130.00 feet; .Thence along said curve through a central angle of 13 °35'24" an arc distance of 30.83 feet (chord bearing SOUTH 39 °10'35" EAST a distance of 30.76 feet) to a point of reverse curvature to the right having a radius of 25.00 feet; Thence along said curve though a central angle of 47 °21'20" an arc distance of 20.66 feet (chord bearing SOUTH 22 °17'37" EAST a.distance of 20.08 feet); Thence SOUTH 1° 23 "03 WEST a distance of 0.42 feet to the South line of the above described property; Thence along said South line.SOU'l'l 1 87 °53'09" EAST a distance of 10.00 feet to the True Point of'Beginning and the end of this description. Containing 4,378 square feet, more or less. :Bearings referenced to the Washington State Plane Coordinate System North Zone (NAt) 83/91) 3 „E0,£Z.ION ,Z4' 41 3„EO,EZ. LON ,9 L L £1 3 „EO,EZ. ION ,90' L Z1 3 „EO,EZ. LON ,45'0 Li ONI8V38 H1ON31 3NI1 318V1 3N11 4 Z . 1 0 2 5 p O M n - rn m rn v — o v Cg mm —1 Z O - 1 m -1 C N . r 0 M co O t7 c� c rn 71D Z 12%04/2002 14:38 2062444455 ,, 1181HX3 1N3W3SV3 O'iS'd LOiy :103r08d Zo /8L /LL :31%1a ,OS —„L :31VOS 8ro :NMV80 n►sHr m.+rc ot+ o9tss inn 'rums •ros7s;nx nTDI 9NINNV'1d QNV7 9NIA3A21(IS 9NIM33MI9N3 11M3 •aul 1lanchenj NOSNVDNf1C] w ' 0 0 UI 'J „OZ, LZ.L'b „17Z,9E.E I „66,9 Lirb „65,9£.65 „SS,LS.90 „OZ. LZ.L4 „OZ, LZ.LI' „$9,L5.90 „65,9£.95 „65,9 L44 „4Z,S£.E „OZ, LZ.L4 V1130 ,Z L'98 3 '[302Nd M „EZ,64.Z9N 6Z'9Zl ,00'9Z .00 I .09'9Z ,OS '8Z ,00'0L , 00'S 9 .00'SL ,00'08 ,06'sE ,0S'9£ ,00'02 I ,00'9£ snlova J J 319V1 3ALI110 ,99 "OZ ,£B'0£ ;I70'ZZ ,99'LZ ,L9'9 ,9Z '04 ,66' L9 ,EL. '6 .LE 'LC ,BL '6Z ,94 9Z .£6'9Z HION31 ,00 .— M „60,E9.49N (L2I),4'9Z ZIO l 0 L0 60 90 LO 90 SO 40 E0 Z0 L3 3nan0 J I s. I "sZ CD J 8 "332Nd L CL Z= =£'z= op' L9 V 1332Nd ,OE'9ZI M „EZ,64.49N ,0Z-f 13315 1- H1 nos Document Title(s) (or transactions contained therein): C Easement • Bill of Sale ri Other Statutory Warranty Deed Reference Number(s) of Documents assigned or released: ❑ Additional reference ti's on page of document Grantor(s) (Last name first, then first name and initials) 1 . CLS Financial Services, LLC '2. 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and initials) ' 'City of Tukwila, a Municipal Corporation 2. ❑ Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range ' Portions of property located in the Northeast 1/4 of Section 22 Township 23 N, Range 4 E. WM. City of Tukwila, King County, Washington ❑ Additional legal is on page _- of document. Assessor's Property Tax ParceVAccourit Number . . Portions of: 004000 -0510 00400 -0575 004000 -0511 ❑ Assessor Tax it not yet assigned. The Auditor /Recorder will rely on the Information provided on the form. The staff will not read the document to verify the accuracy or completeness of the Indexing Information provided herein. When Recorded Return To: 3 " 144' 4.1t 4:4 z r% z I— Z rL W UO co o W = F- • W W O ga _ • � I— U- Z = F- O Z • W U � O D O E- W w F - F U-- O • Z C° O z THE GRANTOR For and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION In hand paid, conveys and warrants to the City of Tukwila The following described real estate situated in the County of KING, State of Washington Tax Account Number(s): Portion of 004000 — 0510 STATUTORY WARRANTY DEED CLS Financial Services, LLC See Attached Legal "Exhibit A" and Schematic Plan "Exhibit B" Dated this 3rd day of December, 2002 CLS Financial Services, LLC By: It's: Dated: December 3, 2002 z Z D 00 W F- W O < cn • I Z = z I' W w :O o 1. wW 0. u. 0 w Z. U = o I- z STATE OF WASHINGTON ) ss County of King ) On this 74 day of Og , 20 4)3 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared r2 / /Ac fit 0 / to me known to be the individual(s) described in and who executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said , for the uses and purpose therein mentioned and on oath stated that f1 e iS authorized to execute the said instrument WITNESS my hand and official seal hereto affixed the day and year above written. P/Pubworks/Turnover /Easement r1� B1-AC `%% 5 ... K �` / 1, 1 � \ S1 � ; NOTAR} i i •V PUBLIC / fj N q' •. .. • ‘‘‘ WASHY' print name 1 / ..e4 Z: NOTARY PUBLIC in and for the State of Washington, residing at My commission expires /&/ /a.S . x.xdu., z ~ w O 0 u) 0 J = SQ L L W o g ¢ a • _ z F I- 0 Z I— W in U O - O I- W W : • o W Z 0 z More particularly described as follows: Exhibit A That portion of the following described property: Parcel A: Lot 6 in Block 4 of Adams Home Tracts Addition, as per Plat recorded in Volume 11 of Plats, Page 31, records of King County Auditor; EXCEPT that portion of the South 120 feet of said Lot 6, lying Westerly of the East 66 feet thereof; AND EXCEPT that portion of the North 10 feet of the East 66 feet of the South 120 feet thereof lying Westerly of the East 30 thereof; Situate in the City of Tukwila, County of King, State of Washington. Per Title Report No. 10058799 issued by Transnation Title Insurance Company. Beginning at the Northeast corner of said Lot 6; Thence along the East line thereof, SOUTH 01 °13'31" WEST a distance of 120.02feet; Thence SOUTH 49 °14'15" WEST a distance of 49.35 feet to the beginning of a non - tangent curve, concave to the South, from which the radius point bears SOUTH 09 °45'08" WEST a distance of 47.00 feet; Thence Westerly along said curve through a central angle of 24 °22'52" an arc distance of 20.00 feet; Thence NORTH 00 °41'58" EAST a distance of 155.27 feet to the North line of said Lot 6; Thence along the North line thereof SOUTH 87 °49'23" EAST a distance of 57.92 feet to the Northeast corner of said Lot 6 and the Point of Beginning; EXCEPT the North 10.00 feet thereof. 20' LOT 5 LOT 6 n PARCEL A R= 47.00' L=20.00' D= 24'22'52" PARCEL B SOUTH 144TH STREET S87'49 'E 126.30' 20' N O O z 57.92' F10' t TRACT A 0 BLOC v0` K ING NOS ‘D-IS IW P ° N87'49'23 "W LOT 7 PARCEL C DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING !45S. Y ISM str Stc l0; Se td4 JVarhingtm A4166 Phone (206) 2.414 Far (206) 214-1i5S DRAWN: CJB SCALE: 1"=40' DATE: 11/15/02 PROJECT: 98407 SHEET: . I PMSNLG. TRA "A" EXHIBIT "B" •; :,s.2iihd. 0•.,- ,A44•4ik • z Z �W J 00 c o CO uj W f- 2 LL W 2 Q LL Z = I-0 z �- 0 0 N • a'-- W ti. O z U 0 z JUL 19 ' 041 01PM PSf?4 -GA DCD /PW July 19, 1999 Mr. Jim Keller Puget Sound Investment Group. P.O.. Box 596 Lynnwood, WA 98046 RE: L99 -0002 Puget Sound Investment Short Plat Dear Mr. Keller: 1. Preliminary Approval Utilities Department of Community Development Steve. Lancaster; Director S PRELIMINARY APPROVAL CONDITIONS r [=-). 3/7 John W. Rants, Mayor vomirsinammilmilmelal RECEIVED ISEP 2 5 2902 • COMMUNITY DEVELOPMENT The short Subdivision Committee has completed their review of your short plat application. Based upon your, submittal, preliminary a oval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process; preliminary approval, final approval and recording. These three steps and their requirements are described below: 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 that the short plat is consistent with the City's policies and regulations. Please provid. plans for review and approval showing the following: 1. Street light detail, locations and point of connection with the service cab; 2. Detention tank dimensions and specifications; and 3. CMP with treatment II minimum for the detention. The detention tank plans must provide one access for every 50 feet of closed detention pipe. See attached Standard DS-19. As a point of information, Val Vue Sewer District and Water 17istrict #125 must approve the sewer and water plans. You will need to provide a letter from each d istrict that indicates their approval of their respective utility installation plans. 6300 Southcenter Bou�Suite #100 • Tukwila, Washington 98188 • (200) 43 .3670 • Fir (206) 413J366S z � w 6 O 0 CO CI w = J 1.- w 2 u_Q cn I I— _ z � zI- LL! w o ff ' w W F- !IIo w z co O~ z VINVAIV :" 7 j : rte =�. re- submitted. I understand that we would not be issued the Miscellaneous Permit until such time as the preliminary short plat is re- approved. I hope that re- approval of the preliminary short plat will be expeditious as we are still planning to construct the improvements on this plat this year. Thanks for your assistance in this matter. Sincerely, anager, PSIG Cc: Mel Johnson, President -. PSIG z Z w 6 00 N 0 . v) W WI F- N u w0 LL Q. = d , Z T F-0. Z F- w uj 2 ' 0 0 F- . W W I- .2 —O ..z =; O F- z d September 09, 2002 Duncanson Co Attn: Jeff 145 SE 155th St Seattle, WA 98166 Re: Order No.: Thank you assistance Cover Page WA. 09. 01.00 Title Officer: Buyer /Borrower(s): Subject Property: 800 - 10058799 John Jones Additional copies have been sent to: PUGET SOUND INVESTMENT GROUP, JAMES KELLER 4803 144th Street S, Seattle, WA 98168, King County , , WA , King County 4823 144th Street S, Seattle, WA 98168, King County , , WA , King County Order Summary for placing this order with Transnation Title Insurance Company. If you need on this file, please contact: John W. Jones (425) 646 -8589 johnjones @landam.com Mark S. Niklason (425) 646 -8592 mniklason @landam.com Randy McCrory (425) 646 -8591 rmccrory @landam.com 1- 800 - 441 -7701 Fax: (425) 646 -8593 Transnation Title Insurance Company 14450 NE 29th Place, Suite 200, Bellevue, WA 98007 Phone: 800 -441 -7701 Fax 425 -646 -8593 \SEP 2 5 20 DEVELOPM S VE OP ME T Lol -OW/ PUGET SOUND INVESTMENT GROUP Attn: JAMES KELLER 4720 200TH STREET SW, SUITE 202 LYNNWOOD, WA 98046 RE: Order No.: 800 - 10058799 Dated: August 29, 2002 By ,r Authorized Signature Subdivision Guarantee WA.12.11.00 Liability: $ 200.00 Charge: $ 200.00 Tax: $ 17.60 Total: $ 217.60 SUBDIVISION GUARANTEE Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. TRANSNATION TITLE INSURANCE COMPANY a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Transnation Title Insurance Company 14450 NE 29th Place, Suite 200, Bellevue, WA 98007 Phone: 800 - 441 -7701 Fax: 425 - 646 -8593 Page 1 of 6 z w JU 0 0 N J = F. w 2 u. I 111 . Z = zI- LL) • w U 0 o N O l— • w F -, U .. z w • = O ~ z 1. Name of Assured: PUGET SOUND INVESTMENT GROUP and PSIG -ONE LP 2. Date of Guarantee: August 29, 2002 z 3. The assurances referred to on the face page hereof are: z a. That according to those public records which, under the recording laws, impart 6 = tu constructive notice of matters affecting title to the following described land: _10 UO See Exhibit A attached hereto. op b. Title to the estate or interest in the land is vested in: -J H PSIG -ONE LP, A WASHINGTON LIMITED PARTNERSHIP w O c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate u_ N d Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. � w EXCEPTIONS: Z F' I— O 1. Taxes or assessments which are not shown as existing liens by the records of any taxing W 1— uj authority that levies or assessments on land or by the public records. ? o 2. (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts p authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not DI— limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, = v whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public t— H records. LL- z 3. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, v N penalty and statutory foreclosure costs, if any, after delinquency: P I (1st half delinquent on May 1; 2nd half delinquent on November 1) z Tax Account No.: 0040000510 Year Billed Paid Balance 2002 $1,920.05 $960.03 $960.02 Total amount due, not including interest and penalty: $960.02. Levy Code: 2414 Assessed Value Land: $53,000.00 Assessed Value Improvements: $89,000.00 (Covers Parcel A) Subdivision Guarantee SCHEDULE A Order No.: 10058799 Page 2 of 6 4. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: Year 2002 Total amount due, not including interest and penalty: $324.99. Levy Code: 2414 Assessed Value Land: $48,000.00 Assessed Value Improvements: $0.00 (Covers Parcel B) 5. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: 0040000515 Year Billed 2002 $2,298.34 Total amount due, not including interest and penalty: $1,149.17. Levy Code: Assessed Value Land: Assessed Value Improvements: (Covers Parcel C) 6. EASEMENT AND THE TERMS AND PURPOSE: AREA AFFECTED: RECORDING NO. GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee 0040000511 Billed Paid Balance $ 649.99 $325.00 $324.99 CONDITIONS THEREOF: ROAD AND UTILITIES A PORTION OF SAID PREMISES 6613683 The dominant estate in the above easement may be merged with the legal title to the servient estate. Any such merger should be evidenced by a recorded termination of the easement. 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: CITY OF SEATTLE OVERHEAD AND UNDERGROUND TRANSMISSION AND DISTRIBUTION LINE FACILITIES A PORTION OF SAID PREMISES 6664450 Paid Balance $1,149.17 $1,149.17 2414 $54,000.00 $116,000.00 Order No.: 10058799 Page 3 of 6 ":11. J411'12 us; e GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: Subdivision Guarantee 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS A PORTION OF SAID PREMISES JULY 2, 1974 7407020231 (Covers Lot 6) 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: VAL VUE SEWER DISTRICT SEWER LINE SYSTEM SOUTH 15 FEET OF PARCEL C AUGUST 23, 2002 20020823000655 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 23, 2000 RECORDING NO.: 20000523000181 REGARDING: DEVELOPMENT EXTENSION AGREEMENT 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: PSIG -ONE LP, A WASHINGTON LIMITED PARTNERSHIP NORTHWEST FINANCIAL CORPORATION, A WASHINGTON CORPORATION BANNER BANK PO BOX 907 WALLA WALLA WA 99362 10017062 $429,764.00 MARCH 7, 2002 APRIL 3, 2002 20020403001708 Order No.: 10058799 Page 4 of 6 BW:bw GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: enc. Sketch Vesting Deed Paragraphs 6 -11 Subdivision Guarantee 12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: PSIG -ONE LP PUGET SOUND REAL ESTATE SERVICES GROUP, INC CLS FINANCIAL SERVICES, INC 401K SALARY SAVINGS PLAN F /K /A CLS MORTGAGE OF LYNNWOOD, INC. 401K SALARY SAVINGS PLAN PO BOX 719 LYNWOOD WA 98046 NOT DISCLOSED $114,500.00 APRIL 12, 2002 APRIL 16, 2002 20020416002636 Order No.: 10058799 Page 5 of 6 a:t+tit.f!.;C4`4X :c ;C,':;4 • ` Tlit''i'::FSt:� 4 ' °e,:fi• M�rsu,,o..- �.,:,. • } z H et .6 00 0 : w =: J N LL W 0: ga • a = W • I— I. ►- 0: . z U� O co 0 1- W W. 2 � — O: ui • U= H 2 0 H z LEGAL DESCRIPTION: PARCEL A: EXCEPT THE EAST 66 FEET THEREOF; EXHIBIT A Order No.: 10058799 LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 4 Copies of the Short Plat map 2 Copies of Lot Closure Calculations 2 Copies of Legal Description 1 Copy of Preliminary Approval Conditions 1 Copy of Survey Reference documents DATE: September 25, 2002 TO: FROM: Jon Becker RE: L99 -0002 — Puget Sound Investment Short Plat THE FOLLOWING DOCUMENTS ARE ENCLOSED: Quantity Ms. Carol Lumb PERMIT CENTER City of Tukwila Office of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Description DUNCANSON Co,nPa,z Inc. TRANSMITTAL LETTER NOTES: Please contact our office if you have any questions. RECEIVED • CITY OF T'G'iKWILA SEP 2 5 2002 ..,:,s�.....,:;- u:s.i�...aw �uicva:i%:. iii ':.�.s�»?e`::;G,4:`e::i:d•.' '.ly. "�i °k.u+l n.yw`r:; _.alsiBilsY 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206.244. 4141 • Fax 206.244.4455 • Web unetu.dt CIVIL ENGINEERING DCI 98407 Prepared by: Duncanson Company, Inc. 145 SW 155 Street, Suite 102 Seattle, WA 98166 Project Number: 98407 CLOSURE CALCULATIONS PUGET SOUND INVESTMENT GROUP SHORT PLAT CITY OF TUKWILA L RECEIVED SEP 2 5 21102 COMMUNITY DEVELOPMENT �.,. _....,. • .., .....:.:a.d .4— i fv`::. ti.z ml .x'.v. a A »•1.".c pa Y i v C2+. # aiR.r • ... _ .. ...1'x 1$i'.t FR f .. ,. .sue IZ ~ w .J U 00 . w= J H w I a . w z = �- 0 . z t- uj U � O w w 2 U F-- .. w U 0 H O z Lot name: OVERALL BOUNDARY Beginning at the Southwest corner thereof; North: 175930.8079 East: 1284328.4727 Line Course: N 01 -13 -15 E Length: 309.89 North: 176240.6276 East: 1284335.0752 Line Course: S 87 -49 -23 E Length: 126.30 North: 176235.8300 East: 1284461.2841 Line Course: S 01 -13 -31 W Length: 120.02 North: 176115.8374 East: 1284458.7176 Line Course: S 87 -49 -23 E Length: 126.29 North: 176111.0402 East: 1284584.9165 Line Course: S 01 -13 -47 W Length: 189.60 North: 175921.4839 East: 1284580.8475 Line Course: N 87 -53 -09 W Length: 252.54 North: 175930.8003 East: 1284328.4794 Perimeter: 1124.63 Area: 63,068 sq.ft. 1.45 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0101 Course: S 40 -59 -41 E Error North: - 0.00764 East: 0.00664 Precision 1: 111,081.82 z - z J U 00 CO � J 1-- w ° 2 zd I-w I Z w IA .0 ; o oI- CU W, U r . u_ 6.: ..z U= 0 z Lot name: RIGHT OF WAY DEDICATION (SOUTH 144 STREET) Beginning at the Southwest corner thereof; North: 176230.6277 East: 1284334.8622 Line Course: N 01 -13 -15 E Length: 10.00 North: 176240.6255 East: 1284335.0753 Line Course: S 87 -49 -23 E Length: 126.30 North: 176235.8279 East: 1284461.2841 Line Course: S 01 -13 -31 W Length: 10.00 North: 176225.8301 East: 1284461.0703 Line Course: N 87 -49 -23 W Length: 126.30 North: 176230.6277 East: 1284334.8615 Perimeter: 272.60 Area: 1,263 sq.ft. 0.03 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0008 Course: N 88 -46 -37 W Error North: 0.00002 East: - 0.00078 Precision 1: 351,423.69 Lot name: RIGHT OF WAY (PROPOSED 49 AVENUE SOUTH) Beginning at the Southwest corner thereof; North: 175926.1441 East: 1284454.8048 Line Course: N 01 -23 -03 E Length: 0.54 North: 175926.6840 East: 1284454.8178 Curve Length: 28.93 Radius: 35.00 Delta: 47 -21 -20 Tangent: 15.35 Chord: 28.11 Course: N 22 -17 -37 W Course In: N 88 -36 -57 W Course Out: N 44 -01 -43 E RP North: 175927.5294 East: 1284419.8280 End North: 175952.6942 East: 1284444.1536 Curve Length: 28.46 Radius: 120.00 Delta: 13 -35 -24 Tangent: 14.30 Chord: 28.40 Course: N 39 -10 -35 W Course In: N 44 -01 -43 E Course Out: S 57 -3 -07 W RP North: 176038.9733 East: 1284527.5557 End North: 175974.7070 East: 1284426.2155 Curve Length: 29.78 Radius: 38.50 Delta: 44 -18 -59 Tangent: 15.68 Chord: 29.04 Course: N 54 -32 -22 W Course In: S 57 -37 -07 W Course Out: N 13 -18 -08 E RP North: 175954.0883 East: 1284393.7022 End North: 175991.5553 East: 1284402.5606 Curve Length: 224.20 Radius: 47.00 Delta: 273 -18 -29 Tangent: 44.36 Chord: 64.52 Course: N 59 -57 -23 E Course In: N 13 -18 -08 E Course Out: S 73 -23 -23 E RP North: 176037.2943 East: 1284413.3747 End North: 176023.8589 East: 1284458.4134 Curve Length: 37.37 Radius: 38.50 Delta: 55 -36 -59 Tangent: 20.31 Chord: 35.92 Course: S 11 -11 -52 E Course In: S 73 -23 -23 E Course Out: S 50 -59 -38 W RP North: 176012.8532 East: 1284495.3069 End North: 175988.6212 East: 1284465.3893 Curve Length: 9.73 Radius: 80.00 Delta: 6 -57 -55 Tangent: 4.87 Chord: 9.72 Course: S 42 -29 -19 E Course In: N 50 -59 -38 E Course Out: S 44 -01 -43 W RP North: 176038.9735 East: 1284527.5556 End North: 175981.4541 East: 1284471.9542 Curve Length: 61.99 Radius: 75.00 Delta: 47 -21 -20 Tangent: 32.89 Chord: 60.24 Course: S 22 -17 -37 E • z _ ~ JU 00 c o J • w w • d z � I- 0 Z ~ w 0 O - o 1- w .. w z U= o � z Course In: S 44 -01 -43 W RP North: 175927.5296 End North: 175925.7179 Line Course: S 01 -23 -03 W North: 175924.6682 Line Course: N 87 -53 -09 W North: 175926.1438 Course Out: S 88 -36 -57 E East: 1284419.8279 East: 1284494.8060 Length: 1.05 East: 1284494.7807 Length: 40.00 East: 1284454•8079 Perimeter: 462.05 Area: 10,415 sq.ft. 0.24 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0031 Course: S 84 -15 -28 E Error North: - 0.00031 East: 0.00313 Precision 1:146,929.04 z w JU UO U U COW W = -I `) w g Q . � a: Z �. I-O z w • w U � SOU CI I- W W H V u. w H • _ ~ . z Lot name: TRACT A Beginning at the Southwest corner thereof; North: 176082.7744 East: 1284401.5048 Line Course: N 00 -41 -58 E Length: 145.26 North: 176228.0236 East: 1284403.2780 Line Course: S 87 -49 -23 E Length: 57.83 North: 176225.8269 East: 1284461.0663 Line Course: S 01 -13 -31 W Length: 110.02 North: 176115.8320 East: 1284458.7137 Line Course: S 49 -14 -15 W Length: 49.35 North: 176083.6102 East: 1284421.3349 Curve Length: 20.00 Radius: 47.00 Delta: 24 -22 -52 Tangent: 10.15 Chord: 19.85 Course: S 87 -33 -42 W Course In: S 09 -45 -08 W Course Out: N 14 -37 -44 W RP North: 176037.2894 East: 1284413.3736 End North: 176082.7657 East: 1284401.5034 Perimeter: 382.46 Area: 7,596 sq.ft. 0.17 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0088 Course: S 08 -42 -43 W Error North: - 0.00870 East: - 0.00133 Precision 1: 43,432.59 r z �z 00 • cn w J LL,.. w 2 co a. =w z � .1--O .z1—. .2 ca U 0 - 0 W I U O. w z' 0 - 0 H O • z Lot name: LOT 1 Beginning at the Southwest corner thereof; North: 175930.8079 East: 1284328.4727 Line Course: N 01 -13 -15 E Length: 64.29 North: 175995.0833 East: 1284329.8425 Line Course: S 87 -13 -33 E Length: 72.80 North: 175991.5598 East: 1284402.5572 Curve Length: 29.78 Radius: 38.50 Delta: 44 -18 -59 Tangent: 15.68 Chord: 29.04 Course: S 54 -32 -22 E Course In: S 13 -18 -08 W Course Out: N 57 -37 -07 E RP North: 175954.0928 East: 1284393.6988 End North: 175974.7116 East: 1284426.2121 Curve Length: 28.46 Radius: 120.00 Delta: 13 -35 -24 Tangent: 14.30 Chord: 28.40 Course: S 39 -10 -35 E Course In: N 57 -37 -07 E Course Out: S 44 -01 -43 W RP North: 176038.9779 East: 1284527.5524 End North: 175952.6987 East: 1284444.1503 Curve Length: 28.93 Radius: 35.00 Delta: 47 -21 -20 Tangent: 15.35 Chord: 28.11 Course: S 22 -17 -37 E Course In: S 44 -01 -43 W Course Out: S 88 -36 -57 E RP North: 175927.5340 East: 1284419.8246 End North: 175926.6885 East: 1284454.8144 Line Course: S 01 -23 -03 W Length: 0.54 North: 175926.1487 East: 1284454.8014 Line Course: N 87 -53 -09 W Length: 126.42 North: 175930.8124 East: 1284328.4674 Perimeter: 351.22 Area: 6,902 sq.ft. 0.16 acres Mapcheck Closure - (Uses listed courses, radii; and deltas) Error Closure: 0.0069 Course: N 49 -33 -22 W Error North: 0.00450 East: - 0.00528 Precision 1: 50,582.54 etwm. �c �+ Y �.: JJJSt ""2 ^F7:SMCIg7f.4J"ft'R74•R; XST.MWT . • z w J U 0 0 co to J w O II O - 0 I- =U LL o .. z w H O '' z Lot name: LOT 2 Beginning at the Southwest corner thereof; North: 175995.0828 East: 1284329.8425 Line Course: N 01 -13 -15 E Length: 137.23 North: 176132.2817 East: 1284332.7663 Line Course: S 87 -13 -33 E Length: 69.38 North: 176128.9237 East: 1284402.0650 Line Course: S 00 -41 -58 W Length: 46.15 North: 176082.7772 East: 1284401.5016 Curve Length: 124.74 Radius: 47.00 Delta: 152 -04 -08 Tangent: 188.99 Chord: 91.22 Course: S 00 -39 -48 E Course In: S 14 -37 -44 E Course Out: S 13 -18 -08 W RP North: 176037.3008 East: 1284413.3718 End North: 175991.5618 East: 1284402.5577 Line Course: N 87 -13 -33 W Length: 72.80 North: 175995.0853 East: 1284329.8430 Perimeter: 450.31 Area: 7,288 sq.ft. 0.17 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0025 Course: N 12 -12 -34 E Error North: 0.00247 East: 0.00054 Precision 1: 177,860.08 Lot name: LOT 3 Beginning at the Southwest corner thereof; North: 176132.2784 East: 1284332.7663 Line Course: N 01 -13 -15 E Length: 98.37 North: 176230.6261 East: 1284334.8622 Line Course: S 87 -49 -23 E Length: 68.47 North: 176228.0252 East: 1284403.2827 Line Course: S 00 -41 -58 W Length: 99.11 North: 176128.9226 East: 1284402.0729 Line Course: N 87 -13 -33 W Length: 69.38 North: 176132.2806 East: 1284332.7742 Perimeter: 335.33 Area: 6,803 sq.ft. 0.16 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0082 Course: N 74 -55 -33 E Error North: 0.00213 East: 0.00789 Precision 1: 41,020.97 ' v �'•w�rti:a3.:li� flr{+�w$::i?MY �C� ,� .� } ....._ '�.n'il i:F: Beginning at the Southwest corner thereof; North: 176055.8666 East: 1284456.5514 Curve Length: 46.74 Radius: 47.00 Delta: 56 -58 -37 Tangent: 25.51 Chord: 44.84 Course: N 51 -45 -33 W Course In: S 66 -43 -45 W Course Out: N 09 -45 -08 E RP North: 176037.2980 East: 1284413.3750 End North: 176083.6188 East: 1284421.3362 Line Course: N 49 -14 -15 E Length: 49.35 North: 176115.8406 East: 1284458.7150 Line Course: S 87 -49 -23 E Length: 126.29 North: 176111.0434 East: 1284584.9139 Line Course: S 01 -13 -47 W Length: 60.02 I North: 176051.0373 East: 1284583.6258 Line Course: N 87 -49 -23 W Length: 127.16 North: 176055.8675 East: 1284456.5576 Perimeter: 409.56 Area: 8,519 sq.ft. 0.20 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0062 Course: N 81 -46 -50 E Error North: 0.00088 East: 0.00612 Precision 1: 66,192.41 Lot name: LOT 4 :✓ ��y�f.' oTr41 .`?.YS.Y.1 `.S+e�.;hlY':f,'..ISiP A+:f2 z � mo w . 00 co 0 w i. J CO LLa = a 1- w I zF zo w 0 0. O D . 0 H LU HU �" o ..z w U CI) z P Lot name: LOT 5 Beginning at the Southwest corner thereof; North: 175981.4578 East: 1284471.9545 Curve Length: 9.73 Radius: 80.00 Delta: 6 -57 -55 Tangent: 4.87 Chord: 9.72 Course: N 42 -29 -19 W Course In: N 44 -01 -43 E RP North: 176038.9772 End North: 175988.6250 Curve Length: 37.37 Delta: 55 -36 -59 Chord: 35.92 Course In: N 50 -59 -38 E RP North: 176012.8570 End North: 176023.8626 Curve Length: 32.71 Delta: 39 -52 -52 Chord: 32.06 Course Out: S 50 -59 -38 W East: 1284527.5559 East: 1284465.3896 Radius: 38.50 Tangent: 20.31 Course: N 11 -11 -52 W Course Out: N 73 -23 -23 W East: 1284495.3071 East: 1284458.4137 Radius: 47.00 Tangent: 17.05 Course: N 03 -19 -49 W Course In: N 73 -23 -23 W Course Out: N 66 -43 -45 E RP North: 176037.2980 East: 1284413.3749 End North: 176055.8667 East: 1284456.5514 Line Course: S 87 -49 -23 E Length: 127.16 North: 176051.0364 East: 1284583.6196 Line Course: S 01 -13 -47 W Length: 50.39 North: 176000.6580 East: 1284582.5382 Line Course: S 80 -09 -03 W Length: 112.24 North: 175981.4588 East: 1284471.9524 Perimeter: 369.61 Area: 7,782 sq.ft. 0.18 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0023 Course: N 63 -35 -15 W Error North: 0.00103 East: - 0.00208 Precision 1: 159,483.91 Lot name: LOT 6 Beginning at the Southwest corner thereof; North: 175924.6684 East: 1284494.7808 Line Course: N 01 -23 -03 E Length: 1.05 North: 175925.7181 East: 1284494.8062 Curve Length: 61.99 Radius: 75.00 Delta: 47 -21 -20 Tangent: 32.89 Chord: 60.24 Course: N 22 -17 -37 W Course In: N 88 -36 -57 W Course Out: N 44 -01 -43 E RP North: 175927.5298 East: 1284419.8280 End North: 175981.4542 East: 1284471.9543 Line Course: N 80 -09 -03 E Length: 112.24 North: 176000.6534 East: 1284582.5401 Line Course: S 01 -13 -47 W Length: 79.18 North: 175921.4917 East: 1284580.8408 Line Course: N 87 -53 -09 W Length: 86.12 North: 175924.6687 East: 1284494.7794 Perimeter: 340.59 Area: 6,500 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0014 Course: N 75 -59 -52 W Error North: 0.00034 East: - 0.00136 Precision 1: 243,658.69 TO: FROM: DATE: October 30, 2002 Jon Becker DUNCANSON Co npa Inc. TRANSMITTAL LETTER Ms. Joanna Spencer City of Tukwila Office of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 DCI 98407 'RECE VE OCT 30 2002 t UKWILA riJBLIC WORKS RECEIVED RE: L99 -0002 Short Plat Record Drawings OCT 3 0 2002 PUBLIC WORKS THE FOLLOWING DOCUMENTS ARE ENCLOSED: Quantity 1 1 Copy of the Record Drawings for this Short Plat CD containing the Sheet 1.3 drawing and X -Ref NOTES: The only changes made were to Sheet 1.3. A Mylar copy was made of this page and inserted into the plan set as previously submitted. The CD contains only the drawings that relate to Sheet 1.3. If you have any other questions feel free to contact our office. Description /45 sir /55t1, Street • Suite /02 • Seattle, ll•rrsbinitun 98/66 Plume 206.2.1.1.41-11 • Fax 106.2- i4. -i -r 55 • With U UU (/rurransunru.runr CIVIL E.':GINEE°It.: z Z 11.1 JU . 00 co W I J • LL w 0 u Q u)a � w z � F- 0 Z I— w U • ❑ o1 wW - ..z w U 2 F-- • F— z 4 October 21, 2002 Jon Becker Duncanson Company Inc. 145 SW 155 Street> Burien, WA 98166 Dear Jon: city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF INCOMPLETE APPLICATION RE: Puget Sound Investment Short Plat, L01 -046 Thank you for your application for final short plat approval for Puget Sound Investment short plat, located at 4803 South 144 Street. The application has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: 1. a metes and bounds legal description of the newly created lots 1 -6 and Tract A, which will become a public tract, must be included in your survey; (the plans only include a legal description of the existing parcels A, B and C); 2. work for the permit MI2000 -108 needs to be completed and as-built plans for the road and utilities with turn-over documents for review and approval by the Public Works Department. The review by the Public Works Department of the materials submitted also identified the following corrections that must be made or materials that must be submitted: 1. The dimension width of the sewer easement along the south side of lot 6; a 10 -foot sewer easement is shown along lots 5 and 6; please contact ValVue Sewer District and obtain recording number of this easement. 2. Please contact Seattle City Light and obtain the release of electric easement #6664450. 3. Please contact King County and determine if the road and utility easement #6613683 is still a valid easement; if it is, please obtain a release of this easement; 4. The 10 -foot drainage easement along the lots is incomplete - it should continue in front of lot 3 as well, however it can be verified after as- builts are received. 5. A Street Frontal Improvement/Fair Share Agreement must be submitted for the deferred improvements on S. 144 Street. (copy enclosed) Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompletness within 14 days. These applications will expire if we 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ki7tc.'" :. ":Yt3�.n"..+f'.riT:i'i' =atLm" z _i- w J0 O 0 CO 0 . (0 ILI J F- U) w w g ? w �- _ z � I— 0 Z I- w w U D • D- O 1— ww u. 0 Z w 0~ z Mr. Jon Becker Duncanson Company, Inc. October 21, 2002 do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.105.070(E). For questions about the Public Works comments, please contact Joanna Spencer at 206 - 431 -0179. If you have any other questions please call me at 206 - 431 -3661. I will be out of the office October 21 through October 28. Sincerely, tia Carol Lumb Senior Planner Enclosures cc: Nora Gierloff, Planning Supervisor Joanna Spencer, Engineer, Public Works Department C:\My Documents\PUGET\Final Short Plat - Incomplete.doc 2 z =1 . 6 z J0 00 w = J • 11_ W 0 gQ = • d. I -w 2 z � I-0 z ►— • • w W• 1 - - 0: Z w 0 I-- z 4 Address: Street Frontal Improvement Proportionate Fair Share Agreement 41ONCi Lor 3 AND rRcTA of P14 & r SOL &p INVEST MEN( SHORT Ptor Cpl —p4, The proposed development at: Parcel No.: 1o 112,4 f m.d r0 0f. Shove' p« L o 1- 04G TMC 11.64.020 requires the construction of curb, gutter, and sidewalk frontal improvements for new or remodeling construction when: - floor area is increased by 20% - alterations, repairs, remodeling exceed 25 % of the previous building value - 25,000 square feet is added - or building value is increased by $250,000 This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. The proposed development property is obligated to participate in funding future frontal improvements, and the owner waives the right to protest L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share based on unit construction costs for the frontal improvements if the City proceeds with construction. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances form the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. OWNER: Owner (signature) Date Owner (print name) Street Address Phone City, State, Zip ,r -• .ilw.u:.. � .. . _ . _ _. .. ___ ., , -"s"'� ��= .- x s+.: w - � z �z �w QQ 2 JU 00 co w CJ) u_ w 0 . 2 g < co =w t— z � �— 0 z i— w ui o . 0 O-- o i- w w . F- r, m= c) w z U U) F- O H z r Street Frontal Improvement Proportionate Fair Share Agreement Page 2 Address: z Parcel No.: re QQ � JU Owner: 0 w= J LL W O 2 STATE OF WASHINGTON ) g Q s cn County of ) = W ~ _ z � On this day personally appeared before me z o to be known to be the individual(s) described in and who executed the within and foregoing g W instrument, and acknowledged that he /she /they signed the same as his /her /their free and v 0 voluntary act and deed, for the uses and purposes therein mentioned. o W W Given under my hand and official seal this day of i- w z o 2 0 CITY OF TUKWILA: Public Works Director Signature Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT My commission expires Date Z - www.fastio.com 14257440375 20021018000108 VAl vue sewer distriCT 14816 MILITARY ROA.p SOUTH BOX 8e66o ' SEATTLE,' WAsHING"f`ONv 168 • (206)'24273238 11461Y, 20 00 .... LONE. PARTY • DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, TI- T1S'Adn EEMENT, made this day of fi t._,_, 204 betwieon OWNERS NAME bract S4uncl.lnva'strvi fit orpup Owners of the following described'real property Situated in King County, Washington, to -wri 1,4ts 4,5 & 6 of City plTt1lSwila if; or'le1 #f ` 1-016 ": I • . agreed by the above petty as follows Ist - A side sewer ;hall bo oonstruoted es followe e= is desirous of establishing a side sewer easement for the benefit of each of said properties c WITNESS TRR; That for in consideration of the mutualscovenants herein expressed, it is hereby Across t east I O I Qf Iats 546 tg serve lots 4. 6. 2nd - There shell be, and each party does grant unto the other, an easement for sewer for the use of said properties and for the pUrpo6e of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a aeier piPeline and Imes and all necessary connections and appurtenances theret , together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also ranting to each party and to those actin under pr for each party the use of such additional area immediately;actjacent to the above easement es shall >:14 required for the construction of the sewer pipeline or lines in the easement, such additional areato be hold to a minimum necessary for the purpose, and immediately after the completion of the construction and installation Or any subsequent entry upon the easement, the responsible party(s) shall restore the prerritsos as Bear as mqy' be to its condition immediately before such construction or entry 3rd • The cost of Const;rfactton of said sewer shall be borne by the owners of the sad properties as follows AL[Otitually Pimed 4th - The COT of itialntonapce, repair or reconstruction of that portion of the sewer used in common shall be borne In'equal Owes, except that the owners of any lower parcel shell not be responsible for the part of the sewer above Choir, connection, and when necessary to repair, clean or reconstruct the Ter, the parties to this agreement shall have a righ; of entry for that purpose. 5th - This egrepinOnt shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns f•' thl WfT IVISS_'VVR .' ' we hereunto set our hands and seals the day and year fiat above written NO.092 D01 RECEIVED OCT 302002 TUKWILA PUBLIC WORKS 10/29/2002 13:59 UAL UUE SEWER DISTRICT 4 14257440375 • • y • • • /' " • •.. " ' • • • • •• • • • • • • • Page 2 . STATE A SHINGTON ) CO NTY P KING "•• ).• This is to certify that on,this'i.q, day of. 3 efore me, the undersined, a Notary l'ublle in and for the f commissioned and sworn, personally came • to ma known to be the parties who exeditecrt shy 1 signed and sealed the same as e purposes therein mentioned WITNESS my hand and seal the day and , ........ .... . M .44 f 0 ; . ANIale r.• Sib At t.CI I 2 ••• • • . -• ••• v " ........... • p G O .... WA .... 1.Il ......... ......•••• • 4fleig.. STATE OF WASHINGTON ) ) SS COUNTY OF KING ) • ithlhAUt.iriiMent.‘and acknowledged to me that L f!tfirand.:'vtilttnIary act and dead for the uses and year n Notary Public in •nd r the Sire of Washington, residing at i S 0 thii'certtficate fi1 above written . , This is to certify that on this day of , )9 , before me, the undersigned, a Notary Public in and for the State of Washington. duly commissioned and sworn, personally came to me known to be the parties who executed the within instrument, and acknowledged to me that ( they. ) signed and sealed the same as ( their. his, her A free and voluntary act and deed for the uses and purposes (herein mentioned, WITNESS my hand and seal the day and year in this certificate first above written Notary Public in and for the State of Washington, residing at NO.092 O02 ' • July 3, 2002 Mr. Jim Keller Puget Sound Investment Group P. 0. Box 596 Lynnwood, WA 98046 RE: Puget Sound Investment Short Plat (LO 1 -046) Dear Mr. Keller: City of Tukwila Department of Community Development Steve Lancaster, Director Thank you for your letter of July 2, 2002 requesting a one -year extension of the preliminary approval for the Puget Sound Investment Short Plat (L01 -046). The Puget Sound Investment Short Plat received preliminary approval on July 12, 2001. TMC 17.12.040 provides that the Short Subdivision Committee may grant one extension of not more than one year if a short plat is not recorded within one year of the date of preliminary short plat approval. The request must be made in writing prior to the expiration of the short plat. The Short Subdivision Committee has approved your request for a one -year extension. Please note that Tukwila Municipal Code does not permit more than one,.one -year extension to be approved for short subdivisions. I understand that you expect to complete the short plat improvements by the end of July, 2002 and to submit materials for final short plat approval soon thereafter. If you have any questions, please call me at 206 - 431 -3670. Sincerely, Nora Gierloff Planning Supervisor cc: File: L02 -046 Joanna Spencer, Associate Engineer, Public Works Department c: \mydocs \Puget \extension -2.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 - 3665 • PUGET SOUND INVESTMENT GROUP 4720 -200th Street SW, Suite #203 • Post Office Box 596 • Lynnwood, WA 98046 (425) 744 -0467 • FAX 744 -0375 July 2, 2002 G � 1 �''' �P' , s 4:04 Mr. Steve Lancaster Director Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Short Plat No. L99 -0002 / L01 -046 Dear Mr. Lancaster: Thank you for your attention to this request. eller roject Cc: Carol Lumb , - 0 RECEIVED CITY OF TUKWILA JUL 0 3 2002 PERMIT CENTER Puget Sound Investment Group respectfully requests a one year extension on the above referenced Short Plat which was originally granted in July 19, 1999, re- submitted and approved on July 12, 2001, under Short Plat No. L01 -046. We are currently installing the plat improvements and expect to have them completed by the end of July, 2002. We anticipate that we will receive final plat approval and recordation approximately 60 days following completion of the improvements. July 12, 2001 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Puget Sound Investment Short Plat c: \mydocs \Puget \newslwrtplat.doe MEMORANDUM TO: FileS L01 -046, L99 -0002, E99 -0001 Joanna Spencer, Associate Engineer, Public Works Jim Keller, Puget Soun Inverzent FM: Carol Lumb,1°C oc ate Planner cc: Jack Pace, Planning Manager Steve Kohler, Fire Marshall Jim Morrow, Director, Public Works Department Brenda Holt, Permit Coordinator Steven M. Mullet, Mayor This short plat was originally submitted in 1999 and received preliminary approval on July 19, 1999. The short plat was not able to receive final short plat approval within the one year time frame as required by Tukwila Municipal Code. A one time extension for the period of one year was requested by the applicant and approved by the Director of the Department of Community Development on July 12, 200. Work on the short plat has not been completed'as yet, primarily due to delays in obtaining access to the site through an adjacent subdivision that has been under construction. As a result, the original short plat L99 -0002 has expired and it is 'necessary to submit a new short plat application. L01 -046. The new file number and the old file number should be used on all documents related to this short plat. The resubmitted short plat is substantially the same as the short plat that received preliminary short plat approval. As a result, the original short plat approval is carried forward, as is the original SEPA review and determination. Short plat LO1 -046 will expire if it is not recorded within one year of the above date. Upon written request from the applicant prior to the short plat expiration date, the Short Subdivision Committee is authorized to grant one extension, not to exceed one year. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 ., .,.+.J yy1"�,4 z re w QQ � JU O 0 W = n ~. u.. W O Ll.Q C o F- 11 Z I— W uj U � O D- o I- w I- L ki Z • = o 1 . z January 17, 2002 Jon Becker Duncanson Company Inc. 145 SW 155 Street Burien, WA 98166 RE: Puget Sound Investment Short Plat, LOT-046 Dear Jon: Thank you for the materials you submitted on December 10, 2001 when you met with Joanna Spencer, Engineer with the Public Works Department. The materials you submitted at that time, plus the as- builts for the street lighting system provided by Jim Keller on January 9, 2003 has now completed the final short plat application for L02 -046 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the City from requesting 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. We are reviewing the materials you and Mr. Keller provided and will be in touch soon if there are any needed corrections to the short plat mylar. If you have any questions, feel free to call me at 431 -3661. Sincerely, Carol Lumb Senior Planner City of Tukwila Department of Community Development Steve Lancaster, Director cc: Jim Keller, Puget Sound Investment Nora Gierloff, Planning Supervisor NOTICE OF COMPLETE APPLICATION 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 . ,. y::' �*.i�'.:.v;::.;!`w� /$SSYwc;r, .",t:41w.i'' x' ?li"$`i f t'a•. � . •:�9u:S4� e. Steven M. Mullet, Mayor z z cc w QQ J 0 U O CO ILI J = � wo 2 �Q = a w z = ►- O z t— w w n o ff'. w .. w U = O H z July 12, 2001 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Puget Sound Investment Short Plat MEMORANDUM TO: FileS L01 -046, L99 -0002, E99 -0001 Joanna Spencer, Associate Engineer, Public Works Jim Keller, Puget Sound, Investment FM: Carol Lumb, l Planner Steven NI. Mullet, Mayor This short plat was originally submitted in 1999 and received preliminary approval on July 19, 1999. The short plat was not able to receive final short plat approval within the one year time frame as required by Tukwila Municipal Code. A one time extension for the period of one year was requested by the applicant and approved by the Director of the Department of Community Development on July 12, 200. Work on the short plat has not been completed as yet, primarily due to delays in obtaining access to the site through an adjacent subdivision that has been under construction. As a result, the original short plat L99 -0002 has expired and it is necessary to submit a new short plat application, L01 -046. The new file number and the old file number should be used on all documents related to this short plat. The resubmitted short plat is substantially the same as the short plat that received preliminary short plat approval. As a result, the original short plat approval is carried forward, as is the original SEPA review and determination. Short plat LO1 -046 will expire if it is not recorded within one year of the above date. Upon written request from the applicant prior to the short plat expiration date, the Short Subdivision Committee is authorized to grant one extension, not to exceed one year. cc: Jack Pace, Planning Manager Steve Kohler, Fire Marshall Jim Morrow, Director, Public Works Department Brenda Holt, Permit Coordinator c:\mydoesTuget\newshortplat.doc 6300 Southcenter Boulevard. Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 200-431-3665 DS SEA. TILE 557 13 18. 9 — 5 SITE �---J H. 6 1, 6°3( ; 0 51f c s 3N N E J :A 6 a 5/0 Z 6 Co /Ze 0 • ¢ L. •••3 _ N 5 1b G o Co I .0 • h 0 SCALE I — 100' rr, 0 05 /89 6 3 7 .1.c J /89 Scale: I" =100' L. o 53? /6 -v,,ro Drawn: JES n1, 0 B rf N . \ h t 05 5 a3 /d v.80 /895 Figure 111.2 - Assessor's Map F° "� /1 / N 9 o550 /2 DUNCANSON COMPANY, INC. Civil Engineering . Surveying . 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M7LR1 L.0. 3+444 Isle . 341 Camp 4410 OMa1M 073 G.7 4 f1.. � w • 04.17..30 Yi 3440 REVISIONS 0[303304334 + 03 4 00 3 1 401 730 03930 LEGAL DESCRIPTION P37330 M LOT 114 0L001 I OF AIMS 001 703071 AMUCK Al 461 MT 03001010 M LULU( 11 OF RAM PA0C 31, 33031 n 04 COMM M3UT 4•007304 173013 401011 OF L0 LOT I MOWED A* 70.4.041 44 YON 130 4114 n LW LO 00 OCUT 114 M 00040 IO n TEO 114 L 43 FRT Or M 1013 Im MU I4040T1 034 M LAO 34 MT 0 M 40413 10 Itt! 1,34007 SWAM M M On Of 7*70.3. C0.041 n IOtl. MGR n 10.134•103. IMO]. no 4717 n 107 I M 0.30 I n ION0 Ka 1711411 33 101 PLAT 11030 M KUMC 11 n 41341 PNt 33. Kowa OF 41.0 COMM; Dt11T M GOT II OTT 1414003 MDT 11 UV 30 MT WW1 30 1 10 4 1/4340 4 M MIDI 130 /TIT 34014030 131431[MM OTT0140114. a4Mn 0104 1 31317 n 437,/910143 Cr LOT 7 WWI 4 0, tag 744317 30011373 NI P10 MAT M4033 M •444 II OF 311. /3O( 31, OW 4 4 4 30 07 304173 73340 34 M an n 4411.. 136.11411 n 3110. STAR n 3333410/473 401 1,311 004 101 170310.1 30101E 8 1747. 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IL... 0024 PIECEIVEO cmi OFTUKWILA JUL 1 0 2001 PERMIT CENTER S &EE Z 2Z 0 co o CO W W =� J H: NLL WO Q: w I=— 2, F— O' . Z W 0 0 . rn 0 I—' W '. I- U: Li' Z ' i s O z S &EE SOIL & ENVIRONMENTAL ENGINEERS, INC. 16625 Redmond Way. Suite M 124. Redmond Washington 98052. (425) 868 -5868 FAX (425) 868 -7427 Puget Sound Investment Group 4720 200 Street SW, Ste. 202 P.O. Box 596 Lynnwood, WA 98046 Attn: Mr. Jim Keller Dear Jim: We are pleased to present herewith our Report of Geotechnical Investigation for the referenced project. Our services were authorized by Mr. Mel Johnson on June 28, 2000, and have been provided in accordance with our proposal dated June 26, 2000. We appreciate the opportunity to provide our services. Should you have any questions regarding the contents of this report or require additional information, please contact the undersigned. oo24rpt . 00 , 4 N0 V • ) August 3, 2000 Report Geotechnical Investigation Proposed Tukwila Short Plat Tukwila, Washington Very truly yours, SOIL & ENVIRONMENTAL ENGINEERS, INC. C. J. Shin, Ph.D., P.E. President S &EE Z I 6 JU 00 U O CO J w g Q z d. Z = 1- 0 Z t- w U O N a -- U tL 0 .. Z U O ~ z a TABLE OF CONTENTS Section Page 1.0 INTRODUCTION 1 2.0 SCOPE OF SERVICES 1 3.0 SITE CONDITIONS 2 3.1 SURFACE CONDITIONS 2 3.2 SUBSURFACE CONDITIONS 2 4.0 CONCLUSIONS AND RECOMMENDATIONS 3 4.1 SITE PREPARATION AND STRUCTURAL FILL 3 4.2 GROUNDWATER IMPACTS ON ROADWAY AND UTILITY CONSTRUCTION 4 4.3 LATERAL EARTH PRESSURES 4 4.4 PERMANENT AND TEMPORARY EXCAVATIONS 5 4.5 PAVEMENT SECTIONS 5 4.6 ADDITIONAL SERVICES 5 5.0 CLOSURE 6 FIGURE 1: SITE AND EXPLORATION PLAN APPENDIX A: FIELD EXPLORATION LOGS AND KEY z = F-- W t aa r es : JU U O U W J W • O g • 5 W ¢ d = W z �. t— O z 2 0 - 13 I- W W U . F- u" O ' .• W U (i) O ~ z 0024rpt REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED TUKWILA SIIORT PLAT TUKWILA, WASHINGTON for PUGET SOUND INVESTMENT GROUP 1.0 INTRODUCTION We present in this report the results of our geotechnical investigation for the proposed residential development. The site is approximately one acre in size and is located at the south side of South 144 Street in Tukwila, Washington. We understand that the proposed development will involve the subdivision of 6 residential lots. A new road (49 Ave. S.) will be constructed and underground utilities including water, sewer, storm drains and 2 storm water detention pipes will be installed. We also understand that a few feet of cut and fill will be required to establish the roadway subgrade, and a maximum excavation depth of about 15 feet will be required for the storm water detention pipes. A site plan is shown in Figure 1, which is included at the end of this report. 2.0 SCOPE OF SERVICES The purpose of our services is to develop recommendations regarding the construction of road and underground utilities. Specifically, our services included: 1. Exploration of soil and groundwater conditions underlying the site through the excavation of 4 test pits to depths of 5 to 9.5 feet. Details of the exploration program and the logs of the test pits are presented in Appendix A at the end of this report. 2. Recommendations regarding site preparation, including removal of unsuitable soils, suitability of onsite soils for use as fill, fill placement techniques, and compaction criteria. 3. Geotechnical recommendations regarding the impact of groundwater, if any. 4. Recommendations regarding roadway pavement section. 5. Five copies of a written geotechnical report containing a site plan, test pit logs, a description of subsurface conditions, and our findings and recommendations. S &EE • 3.1 SURFACE CONDITIONS 3.2 SUBSURFACE CONDITIONS 3.0 SITE CONDITIONS The site is located near the top of an east - facing hill. The total elevation relief across the site is approximately 34 feet and the on -site slopes are about 10 to 15 percent in inclination. The site is bounded by South 144 Street to the north, single - family residences to the east and west, and a new residential development to the south. At the time of this report, two single - family residences occupy the site. A large portion of the site is covered by grass and the central and southwest portions are covered by matured trees. The soil conditions underlying the proposed roadway were explored by the excavation of 4 test pits, TP -1 through TP -4, ou July 21, 2000. The approximate test pit locations are shown on Figure 1. An attempt was made to excavate a test pit in the area of the proposed storm water detention pipes. However, the excavation of this test pit was abandoned due to the presence of existing underground utilities in the area. Details of the field exploration program are included in Appendix A. The test pit logs are included in Figures A -1 through A -4 in the appendix. The test pits were excavated using a trackhoe to depths of 5 to 9.5 feet below the current ground surface. In general, our test pits indicate that the area of the proposed roadway is covered by approximately one foot of topsoil. The topsoil is underlain by glacial till. This soil is weathered to medium dense in the upper 4 feet or so, and becomes un- weathered and very dense below 4 to 6 feet. At the location TP -1, about one foot of fill over 1.5 -foot thick of an old topsoil layer was found. This test pit was located in an area that has been graded by the south - neighboring development. No groundwater was encountered in the test pits, and all test pits were terminated in the very dense glacial till. 0024 2 S &EE 4.1 SITE PREPARATION AND STRUCTURAL FILL 4.0 CONCLUSIONS AND RECOMMENDATIONS We recommend that the area of the proposed road be stripped of vegetation, tree and grass roots, stumps, and topsoil. All underground utilities should be removed or re- routed. After stripping and excavating to the design grade, areas to receive new fill should be re- compacted to at least 92% of their maximum dry density as determined using ASTM D -698 test procedures (Standard Proctor test). Areas found to be wet, loose /soft, or which contain organic soils should be over - excavated. Structural fill can then be placed in the over - excavation and fill areas. The structural fill materials should meet both the material and compaction requirements presented below. Material Requirements: Structural fill should be free of organic and frozen material and should consist of hard durable particles, such as sand, gravel, or quarry- processed stone. The on -site glacial till (silty sands with gravel) are suitable for use as structural fill. However, due to their silty nature, these soils are moisture sensitive and should be moisture- conditioned to within ± 2% of their optimum moisture content prior to use. Conditioning of these soils may involve drying, which could be a lengthy process, and may not be feasible during wet seasons. Suitable imported structural fill materials include sand and gravel (pitrun), and crushed rock. Placement and Compaction Requirements: Structural fill should be placed in loose horizontal lifts not exceeding a thickness of 6 to 12 inches, depending on the material type, compaction equipment, and number of passes made by the equipment. We recommend that the structural fill materials be compacted to the following percentages of the maximum dry density as determined using the ASTM D -698 test procedures (Standard Proctor test) *: Top four feet of road and utility trench: Below top four feet of road and utility trench: at least 95% at least 90% * Note that local authorities and utility districts may impose different compaction requirements. The excavation and subgrade should be graded so that surface water is directed away from the work area. Standing water should not be allowed. 0024rpt 3 M S &EE . ; z w w JU 00 w = E- w w0 2 _ u _ w z � I- 0 Z ~ n o 0 O N O t- w w 2 4: O .. w 0= O ~ z 4.2 GROUNDWATER IMPACTS ON ROADWAY AND UTILITY CONSTRUCTION Based on the test pit results, we do not expect that the construction of road and underground utilities to be affected by groundwater. However, it is not uncommon that water - bearing sand layers are present in glacial till. These layers may discharge seepage water into excavations for utilities and detention pipes. Based on our knowledge of the local geology, we believe that this seepage, if occur, can be handled by pumping from sumps. 4.3 LATERAL EARTH PRESSURES Lateral earth pressures on permanent subsurface walls and resistance to lateral loads may be estimated using the following recommended soil parameters: Native Soils or Structural Fill Oita 30 45 300 0.4 The active case applies to walls that are permitted to rotate or translate away from the retained soil by approximately 0.002H, where H is the height of the wall. This would be appropriate for a retaining wall. The at- rest case applies to unyielding walls, and would be appropriate for walls that are structurally restrained from lateral deflection such as utility trenches or pits. Additional lateral earth pressures will result from surcharge loads from floor slabs, or pavements for parking that are located immediately adjacent to the walls. The surcharge - induced lateral earth pressures are uniform over the depth of the wall. Surcharge- induced lateral pressures for the "active" case may be calculated by multiplying the applied vertical pressure (in psf) by the active earth pressure coefficient (Ka). The value of Ka may be taken as 0.3. The surcharge - induced lateral pressures for the "at -rest" case are similarly calculated using an at -rest earth pressure coefficient (Ko) of 0.5. Note that hydrostatic pressure must be added to these pressures unless drainage is provided behind the walls. 0024rpt 4 S &EE . 4.5 PAVEMENT SECTIONS 4.6 ADDITIONAL SERVICES oo24rpt 4.4 PERMANENT AND TEMPORARY EXCAVATIONS For temporary excavations less than 4 feet in depth, the soil banks may be excavated vertically. For temporary excavations greater than 4 feet in depth, the excavation in the dense, un- weathered glacial till (below 4 feet from current grades) can be sloped at 1/21 -1:1V. The excavation above the un- weathered till should be sloped at 1H:1V or flatter. All permanent slopes should be no steeper than 2H: 1V. Water should not be allow to flow uncontrolled over the top of any slope. Also, all permanent slopes should be seeded with the appropriate species of vegetation to reduce erosion and maintain the slope stability. Provided that the site is prepared in accordance with the recommendations presented in the previous section, the site subgrade should have a California Bearing Ratio (CBR) of at least 12. For the proposed road we recommend that the flexible pavement section be consisted of 3 -inch thick class B asphalt over 4 -inch thick base course. The base course should be a well - graded 3/4 inch minus crushed rock compacted by at least 4 passes of a vibratory compactor weighing at least 5,000 pounds. As an alternative, the section can consist of 3 -inch thick Class B asphalt over 3 -inch thick Asphalt Treated Base (ATB). Additional services may be required during the design and construction of the project. We envision that these additional services may include the following: 1. Monitoring the placement and compaction of structural fill. Our representative will confirm the suitability of the fill materials, perform field density tests, and assist the contractor in meeting the compaction requirements. 2. Monitoring the installation of drains. Our representative will ensure these drains are installed in accordance with our recommendations. 3. Other geotechnical issues deemed necessary. 5 S &EE 5.0 CLOSURE 1 The recommendations presented in this report are provided for design purposes and are based on soil conditions disclosed by field observations and subsurface explorations. Subsurface information presented herein does not constitute a direct or implied warranty that the soil conditions between exploration locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the explorations will not be revealed. The recommendations outlined in this report are based on the assumption that the development plan is consistent with the description provided in this report. If the development plan is changed or subsurface conditions different from those disclosed by the exploration are observed during construction, we should be advised at once so that we can review these conditions, and if necessary, reconsider our design recommendations. 0024rpt 6 S &EE 1 - 8 X 6' TEE (FL) gATE VALVE (FL. X MJ) - 8" ADAPTER (FE X MJ) - GATE VALVE (FL X MJ) THRUST BLOCKING N 87'49'23' W a r S&EE Job no. 0024 , V7///72/777/ 9 • 15S. 6■ PROPOSED DETENTION TANKS N87'13'33"W 69.38' 15' VATER EASEMENT EXISTING WATER SERVICE (APPROX. LOCATION) PROPOSED INTERCEPTOR STA 11+49.39, 9.24' R 1 - 8' X 6' TEE (FL) - GATE VALVE (O. X MJ) - 8" ADAPTER (Ft. X1.1.1) - 6" CATE VALVE (FL THRUST LOCK,0 / 7' sV• 555 / TRENCH 68.47' II STA. 11+22.82, t y li tr m Il . MJ 11fRU EI E _OCNG N8713'3N 72.80' PROPOSED SEWER SYSTEM, TYP. 126.27' N87'53'09'W 6 06°. /1\ (Approximate North) RS-3 10 LF 6 D.I. CI. 52 PROPOSED 8" D.I.P. W/MJ CAP: FOSTER HEIGHTS SUBDIVISION STA 13+28.55, 16.27' R HYDRANT ASSEMBLY; SEE DETAIL 1 ADAM g_Tio PROPOSED STORM DRAIN, TYP. PROPOSED BIOSWALE S 87'49'23" E —Krere 126.29' STA 11+49.96, 42.99' R HYDRANT ASSEMBLY; SEE DETAIL NOTE: ALL WATER SERVICES TO HAVE INDIVIDUAL PRY'S PLACED ON THE DOWNSTREAM SIDE OF THE METERS. WATER METER, TYP. WATER SERVICE UNE, TYP. Approximate Scale in Feet 0 40 80 TP- 1 test pit umber and location SOU'i11 144TH STREET 587'49'23"E 127.16' 13 lit 8" D.I. CL 52 RR II' STA 10+00* CONST.: CONTACT DISTRICT BEFORE cleat LINE E T C 5 $ 1. • ' , r un . 2 5 'W E — — 110. 41 : 1 6 0 . STA 10+05.45, 7.22' R 60 I 22' BEND, MJ X FL Tp . I • 11• BEND. MJ X FL T BLOCKING 0 SS 0 ID ID n n 0 tn Tigure 1 Site And Exploration Plan Proposed Tukwila Short Plat Reference: Plan dated 11/09/99 prepared by Duncanson Company, Inc. .*:' ;.' ' APPENDIX A FIELD EXPLORATION AND LOGS The subsurface conditions at the project site were investigated by the excavation of 4 test pits. These test pits were excavated to depths ranging from 5 to 9.5 feet on July 21, 2000. Excavations were performed using a Case 9010 series trackhoe. A representative of S &EE was present throughout the exploration to excavate the test pits and log the subsurface soil conditions. Test pit logs are presented in this appendix. Following the togs is a chart showing the Unified Soil Classification System and a key to the log. All test pits were backfilled with the excavated soils, which were placed in 2- to 3 -foot thick lifts and compacted with the trackhoe bucket. 0024rpt S &EE Z � Z w J U 0 C W O CO LLJ L1.1 H • tL w O: J u co j = : = ZI 1 O • Z U • a ON W W' I I-- • O Z • W CO 0 Z { • —6 — 1 0 —15 Job No. 0024 —20 — IIl Il l III SM S M SM SM Soil Description Client: Puget Sound Investment Group Excavation Method:' Case 9010 Trackhoe Excavation Date: July 21, 2000 Ground Elevation: 459 feet (approximate) Brown silty fine to medium sand with fine to coarse gravel. (medium dense) (fill) Brown silty fine to medium sand with grass and tree roots. (loose) (old topsoil) Light brown and gray silty fine sand with silt and coarse gravel and occasional boulders. (medium dense) (weathered till) Test Pit TP -1 Grayish brown silty fine to coarse sand with some fine to coarse gravel.(very dense) (glacial till) Excavation terminated on very dense till at a depth of 7 feet on 7- 21 -00. No sidewall caving and no groundwater observed during excavation. Figure A -1 Proposed Tukwila Short Plat • • • • a. O —0 —6 — 10 —16 S &EE Job No. 0024 — 20 — - -- SM S M S M Soil Description Brown silty sand with roots. (topsoil) Client: Puget Sound Investment Group Excavation Method: Case 9010 Trackhoe Excavation Date: July 21, 2000 Ground Elevation: 464 feet (approximate) Light brown and gray silty fine sand with silt and coarse gravel and occasional boulders. (medium dense) (weathered till) Test Pit TP -2 Grayish brown silty fine to coarse sand with some fine to coarse gravel.(very dense) (glacial till) Excavation terminated on very dense till at a depth of 5 feet on 7- 21 -00. No sidewall caving and no groundwater observed during excavation. Fig A -2 Proposed Tukwila Short Plat — 6 — 1 —16 —20 - - -- S &EE Job No. 0024 III I II SM S M S Soil Description Brown silty sand with roots. (topsoil) Client: Puget Sound Investment Group Excavation Method: Case 9010 Trackhoe Excavation Date: July 21, 2000 Ground Elevation: 466 feet (approximate) Light brown and gray silty fine sand with silt and coarse gravel and occasional boulders. (medium dense) (weathered till) Test Pit TP -3 Grayish brown silty fine to coarse sand with some fine to coarse gravel.(very dense) (glacial till) Excavation terminated on very dense till at a depth of 6 feet on 7- 21 -00. No sidewall caving and no groundwater observed during excavation. Figure A -3 Proposed Tukwila Short Plat .. .. Z I W ce 6 JU 0 0 in W = co u_ wO g in �. = w . Z � I — 0 ZI— w w U 0 I- 111 I U Z U � H O z • -o —6 — 10 —16 —20 - - S &EE Job No. 0024 SM SM/ ML SM Soll Description Brown silty sand with roots. (topsoil) Client: Puget Sound Investment Group Excavation Method: Case 9010 Trackhoe Excavation Date: July 21, 2000 Ground Elevation: 466 feet (approximate) Light brown and gray silty fine sand and silt with coarse gravel and occasional boulders. (medium dense) (weathered till) Test Pit TP -4 Grayish brown silty fine to coarse sand with some fine to coarse gravel.(very dense) (glacial till) Excavation terminated on very dense till at a depth of 9.5 feet on 7- 21 -00. No sidewall caving and no groundwater observed during excavation. Figure A -4 Proposed Tukwila Short Plat . Z W • 00 CO COW W • O H o D - C F- LU L I W Z O ~ Z ,:' Preliminary Technical Information Report Foster Heights At Tukwila. Preliminary TIR .November 04, 1998 Short Plat of Foster Heights at Tukwila DCI Project:98407 Prepared: November 04, 1998 Duncanson Company, Inc. 14212 Ambaum Boulevard SW, Suite 301 Seattle, Washington 98166 (206)244 -4141 JUL 1 0 tuu1 PERMIT CENTER 98407 z _ 1. 6 00 1n J = H— � W LL co ▪ d W Z = F— Z 0 U • � O = O H W w I u. . • Z U 2 O~ z Table Of Contents Foster Heighu at Tukwila- Preliminary T1R- November 03, 199$ Project Overview .. Figure I.1- Vicinity Map 2 Technical Information Report Worksheet 3 -4 Preliminary Conditions Summary ..6 Figure II.1- SCS Soil Survey Map ..7 Off -Site Analysis 9 -12 Off -Site Analysis Drainage System Table 13 Figure III.1- Off -Site Analysis Map 14 Figure III.2- Assessors Map 15 Figure III.3 -Basin Reconnaissance Map 16 Figure III.4- Wetland Map 17 Figure III.5- Stream Map 18 Figure III.6- Erosion Hazard Map .19 Figure III.7- Landslide Hazard Map ..20 Figure III.8- Seismic Hazard Map 21 98407 • • Foster Heights at Tukwila- Preliminary T1R . October 12, 1998 I. Project Overview 96208 ..:+• .. z Wes —.I C.): 0 O' co 0 ' U) W, W is J 1. — . WO g Q : = U) I . i Z �. I- 0: z I - - . O I— W = -, I- - O .z U 0 1-- O z 1. Project Overview The Proposed Preliminary Short Plat of Foster Heights involves the subdivision of 1.45 acres of partially developed land into 7 single family residential building lots and access z road. Proposed access for this project is through the proposed preliminary plat of Foster = y _ Heights to the south. The existing site has two houses and is accessed via a gravel drive z w from South 144t Street. The remainder of the site consists of grassy and/or landscaped areas with occasional patches of short undergrowth. The site is located between 46th v p Avenue South and 51' Avenue South. The site is bounded on the north by South 144t co 0 S iu treet. The site is surrounded to the east, west, and south by single family residential w homes in the subdivision of Tukwila Adams Hone Tracts. Foster Middle School is u_ w located northwest of the site across the road. 2 Overall relief across the property is on the order of 30 feet. Site topography is gently sloping eastward. Site runoff flows northeast in an overland fashion until it is intercepted = w by the existing storm drain system in South 144 Street. Refer to the off -site analysis for z l a complete description of the storm drain systems. z o MI in This report is intended as a preliminary stage T.I.R. which includes the required off -site v o to analysis. This report does not include the design of all drainage components. However, it o does contain sufficient detail for assessing the existing drainage characteristics. w w 1E U This report will be expanded upon, as appropriate, for the final engineering of the lot �'-- p .z Cu U= F. improvements. Foster Heights at Tukwila- Preliminary TIR - November 04, 1998 98407 146111 51619 5 1561 CAlSrVillt PARe •-• .41 MST I SPRIACL$ PAAr s lanm SI TUAVILA t' 5 1471 MAD BLVD on'" ...-; r ----- LT,- -S3 - S I 'I" 51 ■ ..R 7 . *.i 5 1 c'h • 1 SI • H/rAt MI C0•114 A: r-; 5 130111 1 S RIVI RI AY rs Um' : :I '' 1 r ...,. ;'1.11 . iktW, ... .. . 1 1/4 % 1 1 1■ ... _ 7 t : C! • , I s a • 4. , min sl 1 ''. L14.14 51 138111 . St / SI I Alvf AWN C II . I 11/14 r r r i A s 13nm .5 ,.,. 5„.-N, , — . ,. • NcS7 ''' 144111 : i...: 11 a VC _ ; HE . fAliff , s* HILL S 142 0 PAC1314r PLAZA • s 1 1, L • ,. 1. • 1 STRANDER • ....... 5' S 53370 5 135111 RewroN MIANDS ILLA L NTON TION PINION 25 33/0 1 C 0 C Figure 1.1 - Vicinity Map Scale: 1"=-2400' Drawn: JES I DUNCANSON COMPANY, INC. Civil Engineering . Surveying • Land Use 14212 Ambaum Blvd S.W., 14301. Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Job No.: 98407 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Project Owner pue, r s PON I N v,. TM <N i Address 4-7d- p . vor< s t s pr - ` 1 .,,)0,Z rn;rnvop Phone (4 - 424 6 Project Engineer f/ 1- b . b 0'v '44' ( /94 Company 1>L.WC4a c /.4q / i4 Address Phone 1 4 - 4)/0 1 .- = 4 ifT7, E a(GJ 44 - 4-/9/ n Subdivision }Short Subdivision 0 Grading El Commercial El Other kWDpIl�l�UtiGE�ASIN� Community TuK+v /c.f Drainage Basin 6 4, 47 !v4.i F 1 River fl Stream El Critical Stream Reach 0 Depressions /Swales 0 Lake El Steep Slopes 0 Lakeside /Erosion Hazard So11 hype lopes DbMficip on Project Name r °5 '-FIG' h 4 T Location Township � 4/ Range 4 Section Project Size 6 3 /6 �... sr~ A 1,4-5" Upstream Drainage Basin Size K V4 AC DOF /G HPA 0 COE 404 0 DOE Dam Safety El FEMA Floodplain EJ COE Wetlands Additional Sheets Atiatched Page 1 of 2 Q Shoreline Management El Rockery Structural Vaults 0 Other El HPA .At b ITE CHARA STi LR. ' ?' *' it `.,+' `li3 +Kai' •� .! '`ih:: ` i.. - . r..c`�t.'fL �'1; �f •. :ij aa. El Floodplain Wetlands El Seeps/Springs fl1 High Groundwater Table 1 Groundwater Recharge 0 Other VARTITA "4 4 , 446 . 1 4 JJ: .. ..1n 'y��i s' °G�i' ,({tty`,'�...r!•,' {�3�'•' .'.'}y' H2� rG�(_ ) - : y r'jZ�~•' r;1'f�'� t `'� T•fT�:t� ? +•:. CTi. .. •K•.�.'i14- A•l1!If :r'[ Erosion Potential Erosive Velocities 1/90 z w w2 00 to i _ ujO u_ ?. d = w H 1 z � F— O z uj U � O P- o � wW IL. 1 6 .z w U= O z REFERENCE n Ch. 4 - Downstream Analysis O El 0 Additional Sheets Attalched (] Cast in Place Vault 0 Other • I n Retaining Wall ED Rockery > 4' High (] Structural on Steep Slope King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET is `d.s: •.r • LIMITATION /SITE CONSTRAINT No4iE TE NT /' /F1'- Page 2 of 2 CA_AI 24: t ti. y . f • L �• rc pay �� ARC Y: SC iEQUIiREIi rrENl'9'i,x.�'f'r�._� .. MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION t0 Sedimentation Facilities — 1 Stabilized Construction Entrance n Perimeter Runoff Control Clearing and Grading Restrictions n Cover Practices n Construction Sequence IgrOther F /.viL te w/ E tic. 1 or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION n Stabilize Exposed Surface 0 Remove and Restore Temporary ESC Facilities 0 Clean and Remove All Silt and Debris 0 Ensure Operation of Permanent Facilities 0 Flag Limits of NGPES Other f /444L /Z.f W / /H�fCTc , � o�,4-1 /7 Tee,... • 0 SYSTEM Grass Lined Channel Pipe System Open Channel El Dry Pond El Wet Pond 0 Tank Vault O Energy Dissapator 0 Wetland 0 Stream Brief Description of System Operation Facility Related Site Limitations Reference Facility Limitation D Infiltration (n Depression n Flow Dispersal Compensation/Mitigation 0 Waiver El Regional Detention Method of Analysis of Eliminated Site Storage I Additional Sheets Attatched MaY�teq I1ro fspeclal s ru ural review 1 -; iithr 2' ASEMEInSIYRbLTSy . Drainage Easement n Access Easement n Native Growth Protection Easement El Tract El Other APART 14 51GNATURE OF PROFE NGINEER : ±' *. ` *. ? ' ' ; Sig nedD to II. Preliminary Conditions Summary Foster Heights at Tukwila- Preliminary T1R - October 12, 1993 ' 96203 ; F- Z W J U . U 0 U U W I J - N L W 0 • a :. U = a, F— _ I— I 0, Z H: W U = , W : S - U W IL E = ' z II. Preliminary Conditions Summary S n This information will accompany the final design report. Potter Heights at Tukwila- Preliminary TIP. -October 12, 1998 96208 Z ti �`.'., - 1111 ! T - DUNCANSONCOMPANY, INC. Civil Engineering . Surveying . Land Use 14212 Ambium Blvd S.W., N30I, Seattle, Washington 98166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 Figure II.1 - SCS Soil Survey Map Scale: N /A; Drawn: JES Job No.: 98407 Z ~ W 6 J U U UD J = W J w co = a I— W Z I— 0 Z i-- w • w U � O — 0 I- W 2 l— t- L" O ,Z W U O 1— Z • Li L 1 .... • U Fos ler Heights at Tut.wila- Preliminary TIR -October 12, 1998 III. Off-Site Analysis 96208 III. Off -Site Analysis Task 1 - Study Area Definition & Maps The Site and more detailed mapping of the downstream drainage components are shown on Figure III.1 - Off -Site Analysis Map. This off -site analysis investigates the condition of the downstream runoff conveyance system as prescribed by the King County Surface Water Design Manual. Task 2 - Resource Review This section discusses applicable findings from a review of available resources. 1. Basin Reconnaissance Summary Reports and Maps The applicable pages of the Basin Reconnaissance Summary Reports are included as Figures III.3. No specific problems or proposed projects were addressed for the applicable subcatchment area or collection point. 2. Critical Drainage Area Maps No critical drainage area requirements apply to this Site. 3. FEMA Maps Based on site topography, flood plains are not anticipated to be a problem. 4. Other Off -Site Analysis None 5. Sensitive Area Maps The sensitive area maps showing the Site are included as Figures III.6, III.7, III.8, III.9, and III.10. No sensitive areas are shown on or near the site, according to these maps. 6. SWMDivision Drainage Investigation Section Problem Maps Not applicable. 7. USDA -SCS Soil Survey Maps The SCS Soil Survey Map indicate Alderwood Gravelly Loam Soil Type that is classified as Hydrologic Group C. No drainage problems were identified in the soils survey. Foster Heights at Tukwila. Preliminary TIR •November 04, 1998 98407 z � re w J U 0 0 co o J H U w w O u Q 1 F w Z = t— 0 Z t- w n o U 0 - O I-- w 1- o o w z U = o � z Task 3 - Field Reconnaissance A field reconnaissance was conducted on October 8, 1998. Road drainage improvements were investigated along South l 44' Street and 51" Avenue East to verify drainage patterns in the downstream areas. Weather conditions were rainy and cool. The, site discharges to one known stormwater discharge point. Runoff was followed from the Site to a point over 1/4 downstream. Figure III.1- Off -site Analysis Map charts the route of the runoff downstream from the Site. Task 4 - Drainage System Description And Problem Screening Flow Path 1 (see Figure III.1 -Off- -Site Analysis Map) Component 1- Overland Flow (0' -100') Runoff from the site travels northward along South 144''' Street approximately 100 feet to a Type 1 catch basin described in component I A. Component IA - Type 1 Catch Basin Runoff flows into a Type 1 catch basin located in the southern curb of South 144 Street. The catch basin has an 18 inch CMP flowing into the structure from the west, an 18 inch CMP exiting to the east, and a 12 inch CMP flowing into the structure from a Type 1 catch basin on the north side of the street. Little to no sedimentation was visible in the structure. Component 1B- 18 inch CMP (100' -310') The flow continues east in South 144 Street through an 18 inch CMP and into the catch basin described in component 1C. The pipe run appeared to be clean. Component IC - Type 1 Catch Basin Runoff flows into a Type 1 catch basin located on the south side of South 144 Street. The catch basin has an 18 inch CMP flowing in from the west, an 18 inch CMP exiting to the east, and a 12 inch CMP flowing in from the north. Little to no sedimentation was visible in the structure. Component ID -18 inch CMP (300' -520') The flow continues east through an 18 inch CMP and into 'the catch basin described in component 1E. The pipe run appeared clean. Component 1E- Type 1 Catch Basin Runoff flows into a Type 1 catch basin located on the south side of South 144" Street. The catch basin has an 18 inch CMP flowing in from the west, a 12 inch CMP flowing in from the south, and an 18 inch CMP exiting to the east. Little to no sedimentation was visible in the structure. Foster Heights at Tukwila. Preliminary TIP. -November 01. 1998 98407 i Component 1F- 18 inch Concrete Pipe (520' -600') The flow continues east through an 18 inch concrete pipe and into the catch basin described in Component 1 G. The pipe run appeared clean. Component 1G- Type 2 Catch Basin Runoff flows into a Type 2 catch basin in the southeast corner of the intersection of South 144t Street and 51s Avenue South. The catch basin has an 18 inch concrete pipe flowing , 1— in from the west. An 18 inch concrete pipe exits to the north. The catch basin contained rt 2 approximately 12" of water. o Component 1H- 18 inch Concrete Pipe (600' -640') w = The flow continues north through an 18 inch concrete pipe and into the catch basin to the u _ north. The pipe run appeared clean. w 0 Component II- Type 2 Catch Basin j Runoff flows into a Type 2 catch basin in the northeast corner of the intersection. The = ci catch basin has an 18 inch concrete pipe flowing in from the south, an 18 inch concrete ~ _ pipe flowing in from the west, and a 24 inch concrete pipe exiting to the northeast. The z !— catch basin contained approximately 12 inches of water. w w gy p Component 1J- 24 inch Concrete Pipe (640' -680 o cn The flow continues northeast through a 24 inch concrete pipe and exits onto the top of the o 1— slope on the western edge of the SR 599 right -of -way. The pipe run appeared clean. = v g. Component IK Overland Flow- Eastward down the SR 599 right -of -way (680'- 780 w Runoff flows east downhill to a drainage channel on the western edge of SR 599. Foliage 2 on the hill consists mainly of dense blackberry cover and long grass. Some scour has o 1 ' occurred at the outfall of the pipe runs, however this appears to have stabilized. Runoff Z disperses before flowing over the cut slope for SR 599. No erosion problems were observed on the slope. Component IL Roadside Ditch- North along SR 599 (780'- 1320') The flow runs into a drainage ditch along the western shoulder of SR 599. The ditch is lined with crushed rock and contains scattered grass pockets. No ponding was evident. Flow continues northward along the highway. Foster Heights at Tukwila. Preliminary TIR - October 28, 1998 98407 . Task 5 - Conclusion No existing or potential flooding, capacity, or erosion problems were identified in the downstream areas. Bluff al Redondo- Preliminary TIP. -June 30, 1998 96708 z ° a Wi z'`. rt W J U U O: U) W; W =; J f—. W O' g J. IL Q 1: Z �.. I. 0. Z I- U 0 I-- W LlJ 2 H V _ Z U N ' H 2, ,O~: .z Symbol . • Drainage Component Type, Name, and Size Drainage Component, Description `':: `;. • ....... •: ;';.;f . ::. .: .::.:::..• Slope .::• :`:: :.:: Distance....;. ?`:fromsite` : 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 sensative area volume' ; >.. % :' "' ' ' ' ;. • .. :... • • 1/4 mi; = 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. I cYLW /-•#4".‘S.- ik•it/ rZ c. Cv .1 e. 1'‘," sot' "*".. / Gv,E.S �� -f S. /4r r S T C /0O / �j' ' ° I5- SEQVEf7 A 1 TYr'O I 4 r M •t:-vP" — / O G) Nc.� /t o%i4.3E7VE.1> /13 / if/' ^-/S% /vo /- ?1,;,, ,r / G T rPE / t:'� Tc.e R v 4s /, _ /o / „ 1 /. '' GAP N /S% No =-SOci /r 1 Y!'E / L .4 7"4 y X4.5-/ii/ 5-d- ° / it /G � n c.t e./s /ry _ 6 0 4 ` I / y /S- ' Cr N c-. f / . ' E . d . / `.,n - 6 f o /I / - T YPyt ",0- G 4 T *' .44S/4/ 6' . cv r t, / J P //9` .... ? 4 (4 of--Gfv I L / Il 0Vt -FL c'_ rLrw rr ' / (' . HfT 6. "4 Ss r4-VlT RLifegxgeEy! -r )5 4 pc L 7'lc0 /'o _ / • f.'.' ?' y i 1>E .447.-/.1-_- • Basin: 1 l/ OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Subbasin Name: 1>Ut,t/A, .e/ (/fi Subbasin Number: L1Tabie.doc 11/2/92 5 2. 044 0 3 144TH ST. -4 SITE S os 5 4 6 BASIN IE • ,o6(' 6b�o 0 511 0 5/0 C d i2 o� N 1b '¢ c .+ C o S. 144th ST. Q �;1 rip N • 0 0 00 Go /89 8 • � a6 2 • /B9 B 0537 rn ///' �; ,, - ero 9 /0 5 �,� 5• ti /2 w A 0 c A, �lT O 1 Ln ICf)J 1 Figure I11.1 - Offsite Analysis Map Scale: N/A DUNCAN1N COMPANY, INC. 1_ C ivil Engineering Surveying . Land Use 14212 Ambaum Blvd S.W 11301. Seattle, Washington 96166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 Drawn: JES ,lob No.: 98407 .D oS SITE L . 2 00 :9 , N E. SEA. TILE 557 SCALE I" -- 100' 1318. 95 — � Jo Cc) /Z N 5 16 0 Co .4 4 .4 0 5'7 0 1 515 0 Co /89 8 /89.8 Scale: 1"=100' 37.9. 0.11••461•.o• :,e( ? Ts. • 0 Figure III.2 - Assessor's Map Drawn: JES INNIELIttemadir '69.5 - 0537 /8.v. 80' ' nti h 0 B qN 0‘ .1 9 oSS0 Job No.: 98.107 /0 • /2 . 111 d T DUNCAiSON� INC. Civil Engineering . Surveying . Land Use 14212 Ambaum Blvd S.W., 0301, Seattle, Washington 98166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 \\ + —444' Wilir'Ort* SITE Scale: 1"=3300' DUWAMISH RIVER BASIN Basin Boundary Subcatchment Boundary Collection Point Stream cool Tributary Number •1301 Proposed Project Y2 0 iMile 1 Drawn: JES .0., _U DUNCANSON COMPANY, INC. _JILJP" 1_ Civil Engineering . Surveying Land Use 14212 Ambaum Blvd S,Vi'., 8301, Scattic, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Figure 111.3 - Basin Reconnaissance Map Job No,: 98407 " z w 0 00 u) a u) Li) w CD u_ j o < I— 0 z uj D 0 O co O — 0 w ..z • 0 1 m- g= ci) 0 0 z '"; 4 •i - :r • • a' • • S. 1 .111 ' • .4.1 1, 1 .1:7 .. • -- • +3'4; Weshin or • • • .. •i . • r—I * 1,1 • " .SoRiCreek."_*. 1111 DUNCANSON COMPANY, INC. JIILJ Civil Engineering Surveying Land Use 14212 Ambaum Blvd S.W., N301, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Figure 111.4 - Wetland Map Job No.: 98407 z < • IF— cc W 6 0 _10 00 CO 0 CO W WI uj 0 g 5 < Z 1.— 1-0 Z 1— Ul uj 2j 0 0 0 52 w I L I 0 z o 17- 0 I z . • Scale: 1"=1 mile Drawn: JES • • • i , ...,p • ' i ,,.;:i 1 .......... ....y ■ \:-• i • • :— ..... r t r. . 1. . s --;— 1. •—■— • : .. _• .' . , ' ' 1, : • . • i i ..\ .1 • ; . ' • ' '''N ' , . -4 .'.*: 7 :7 ''s4s • • . N',. , s 1 ‘... . \ " . • r- is • ' } • ''''.;* • . ..c, ... '. ^..: ;: .• • •• N• • _ • ' I .1.• Figure 111.5 - Stream Map DUNCANSON COMPANY, INC. Civil Engineering , Surveying • Land Use 14212 Ambaum Blvd S.W., #301, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Job No.: 98407 • , _ •Ik`'VT 1 •1:Z ', ' • „ • 1, r • • ; .■ •.: '-..t4F-,:'";:!...r.,•ri.k -1-1 L., i; _. ::=•-, ....-.7:, . f.. ,-..! • : .) ,-- . • • 1 .-,... .. i• ..--.2.7-4.,•:::‘.„,•,,,:::.... ...1 . . ..; .... . • .. .. . % . -. • 7 .• I .r...sr .1 • . , f 1 • , .... i .: • . A • • • - '...1... i ;„•• • • .:‘ t .... \.• ,.: . • ,.....• ..1,.. , ii..,,_ t''. 18 . . -.;••... ...'•;•.-„ • vi . ,\ I s \- -- I ''. - , .--- 11..q,, • -1.•''''.'..*.; i • %,1..., - - -'.• .. 1.11 T . , ..... --:a.". •;,..‘ .. .. :. • .., • : ,'" t . 1 , ''. .?. .. . I - ft-P • 4 • ---- ( \ . r • .;..,; .,.. • • • . . Scale: 1"=1 mile 4. Drawn: JES • • 1— I I • Figure 111.6 - Erosion Hazar0 Map . . II 1 l '' 1 t % >•6' • Ii 11 . 1 , i 'I's ••• ._ , __,......• —.--:,--: . -,-- •• - -..- _2,... . .„ ''••:"." ... - i.:;.. - -- --- r:•.. _le' •• , . \ 1 IL ‘ ----' . t• tk., I , • .1 ' 4 • ; •• 7— — '1 ' I r I . -•, \ r. • • }1- ‘I'N 1 v, ‘•-• " • ... 1 , I . i.i' — '' ■- ' ' \ • 1 1 • • 11 411r DUNCANSON COMPANY, INC. JIL Civil Engineering . Surveying • Land Use 14212 Ambaum Blvd S.W., 6301, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Job No.: 98407 , , .. . Mill III.i=:; i MR IiiiikrAiri OIL I I I u II 1 V 9 II : , I II I.. 4,1 a JII i „....„..;;;\ .......m...E.GE. ta, . WEIN filinalfilamil NMI - 111A Ira 1171 normiumna11111111merill . • • %NrItt . s. I 4 9.--- 1 DUNCANSON COMPANY, INC. ALF Civil Engineering Surveying Land Use 14212 Ambaum Blvd S.W., N301, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4441 Figure 111.7 - Landslide Hazard Map Scale: 1"=1 mile Drawn: JES Job No.: 98407 z < • I Z (...) 0 U) 11.1 WI U) W 0 =1* cri I - Ill z 1- 0 z 0 u j 0 0 (f) O — O I— W I F- 11- Z LU (I) O 1- z fi r _ SITE ''•:1---' '''. • \; =, N : 1 , r .. r� 1 ` 1 . 1 sii.. J.f:-5•,--7 . ice • • Ui._ . •� • 1 1,' : I= . • r • • 1 . -�' �I ` • ,1 /t. - '_! • l:a 1 1 . 1 �.• • • / 1l �' • rer • r rY . :'7 DUNCAN�N� OM P INC. Civil Engineering . Surveying . Land Use 14212 Ambaum Blvd S.W., N301, Seattle, Washington 96166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 Figure III.8 - Seismic Hazard Map "I Job No.: 98407 JUL 19 '99 04 :01PM PSRESG-A DCD /PW Mr, Jim Keller Puget Sound Investment July 7, 1999 'ore Protection ets General f1. The revised plans must show fire hydrant locations, both existing and proposed on the short plat. 1. The radius of the cul-de -sac must be 40.5 feet to accommodate fire trucks. The 5 -foot sidewalk and 10 -foot utility easement are outside the 40.5 feet. The detention tanks cannot extend into the road surface of the cul-de -sac, Enlarging the cul -de -sac may affect whether a house can be constructed on Lot 2 and still meet all the zoning code requirements. 2, Please submit plans showing roadway profile and utilities. 4. Ten feet of right-of-way along South 144` must be dedicated and the owners - must enter into a binding no- protest agreement to improve the street to fall public street standards in the future. 1. Submit a survey map that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. The short plat map must show proposed topography at 2 -foot intervals, extending five feet beyond the project boundaries. 2. Prior to the short plat being finalized, all required common improvements must be constructed by the applicant and accepted by the City OR the applicant must post a bond for construction of same (TMC 17.08.080). Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. The required improvements include storm water, sewer, water and street light utilities, any needed fire hydrants and construction of the cul -de- sac and road. 3. Please clarify on plans submitted to the City whether Lot 5 has new or existing water service. c: \cam ITuge&pprovo.do c 2 The City of Tukwila will permit access to South 144 Street for Lot 3 only. All other lots, including Lot 5 must access via the cul -de -sac. P. 4/ z Z w J 0 U U W -J w • o 2 u _ cn o = I-- z I - ZI- W U � o - O H w t— o z U= o � z JUL 19 '99 04 :01PM PSRESG.A DCD /PW Mr. Jim Keller Puget Sound rtvestment July 7, 1999 2. Final Annroya( The next step is to submit the necessary short plat documents indicated above. In addition, the following items are needed: • Documentation of the square footage of each lot and mathematical boundary • closure of the subdivision, of each lot and block, of street centerlines, showing the error of closure, if any. • A final survey which complies with the standards set forth in TMC 17.04.060 and with all certificates signed except for those to be signed by the Ciry and those to be signed at recording. • A title insurance report confirming that the title of the land in the proposed short plat is vested in the name of the owners whose signatures appear on the plat's certificate. • Legal descriptions of all the tracts located within the boundaries of the short plat. • As -built plans for all new roads and utilities. • Binding maintenance agreements to provide for the maintenance of commonly owned private facilities. • Signatures on the following certificates on the face of the plat (when appropriate) from the surveyor that prepared the plat, the King County Treasurer, Seattle King County Health Department, City of Tukwila Finance Director, Owner's affidavit and certificate of dedication as identified in TMC 17.04.060 (I). These documents must comply with the conditions of approval. Please submit one mylar set plus four blue line copies. After these documents have been found to be in order and in recordable form and all of the requirements of the short plat have been met, the Short Subdivision Committee will grant final approval. 3, Recording It is your responsibility to record the City approved short plat documents with the King County Department of Public Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. You will need to pay the recording fees and submit your approved original short plat to the King County Department of Public Records (206- 296- 1570). After recording, the County returns the recorded original to the City of Tukwila within 4 to 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 undersigned. Your application for a short plat will expire if it has not been recorded within one year from the date of this preliminary approval. Upon written request from the applicant prior c :\carol\PugcAapprovc.doc 3 -- ^ P. 5/7' JUL 19 '99 04 :01PM PSRESG_A DCD /PW Mr. Jim Keller Puget Sound Investment July 7, 1999 to the expiration date, the Short Subdivision. Committee is authorized to grant one extension, not to exceed six months. If you have any questions, please contact either Jill Mosqueda, P.E. iu the Public Works Department at 206 -433 -0179 or me at 431 -3661. Sincerely, Carol Lumb Associate Planner Enclosure: Drawing DS -19 cc: Jack Pace, Planning Manages Jill Mosqueda, P.E., Public Works Department Nick Olivas, Assistant Fire Chief c:l 4 gi7' '�: z _ � .J U 0 U U: u) w UJ u- w O g Q I _ . Z � 1-- O Z �— U O P 0 I— w U w H: — O; U = O ~ z tzi zo 0 It itzio OVERFLOW 1 N 2' MIN. 2' MIN. LUCWMO LID SHEAR GATE W /ROD ORIFICE AS SUED ITV KCSYMA IiE11100 TYPE II CATCH OWN (S O1A. MIN. EE STANDARD PLAN) 313" MIH. DIAMETER CONNECTOFI PIPE 42" MIN. DIAMETER CONNECTOR PIPE FOR PUDUC SYSTEMS 1 MESS MANHOLE FOR D-5G' GUI 2 ACCES''S MANHOLE FOR 50 -IW LENOIR 3 ACAS MANHOLE FOR 100 --150' LENOTH 2" MIN. AIR VENT AT SOFFIT Atli/AIMED STEEL 19 CA 0.005 FT /FT 48' STORAGE PIPE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. /--- MURAL GROUND TYPE II CATCH BASIN 54" 01A. MIN. (SEE STANOARO PLAN) -Jr July 19, 1999 Mr. Jim Keller Puget Sound Investment Group P.O. Box 596 Lynnwood, WA 98046 RE: L99 -0002 Puget Sound Investment Short Plat Dear Mr. Keller: City of Tukwila Department of Community Development The short Subdivision Committee has completed their review of your short plat application. Based upon your submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: preliminary approval, final approval and recording. These three steps and their requirements are described below: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure that the short plat is consistent with the City's policies and regulations. Utilities Please provide plans for review and approval showing the following: 1. Street light detail, locations and point of connection with the service cab; 2. Detention tank dimensions and specifications; and 3. CMP with treatment II minimum for the detention. The detention tank plans must provide one access for every 50 feet of closed detention pipe. See attached Standard DS -19. As a point of information, Val Vue Sewer District and Water District #125 must approve the sewer and water plans. You will need to provide a letter from each district that indicates their approval of their respective utility installation plans. r 63Q0 9,40ent,e evar Sulte�lQ • T wi xF,...f.15�s.• l .L xicWp. Y"72r'�. PRELIMINARY APPROVAL CONDITIONS John W. Rants, Mayor Steve Lancaster, Director 206) 4313665 Wasl t g ton 98188 • (04)94, 70 Faz { 4'e? d11 1 . � i:'tdi��f: r'.I^.vn'�.5.,'�Yi�;� Mr. Jim Keller Puget Sound Investment July 7, 1999 Fire Protection Streets General 1. The revised plans must show fire hydrant locations, both existing and proposed on the short plat. 1. The radius of the cul -de -sac must be 40.5 feet to accommodate fire trucks. The 5 -foot sidewalk and 10 -foot utility easement are outside the 40.5 feet. The detention tanks cannot extend into the road surface of the cul -de -sac. Enlarging the cul -de -sac may affect whether a house can be constructed on Lot 2 and still meet all the zoning code requirements. 2. Please submit plans showing roadway profile and utilities. 3. The City of Tukwila will permit access to South 144 Street for Lot 3 only. All other lots, including Lot 5 must access via the cul -de -sac. 4. Ten feet of right -of -way along South 144 must be dedicated and the owners must enter into a binding no- protest agreement to improve the street to full public street standards in the future. 1. Submit a survey map that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. The short plat map must show proposed topography at 2 -foot intervals, extending five feet beyond the project boundaries. 2. Prior to the short plat being finalized, all required common improvements must be constructed by the applicant and accepted by the City OR the applicant must post a bond for construction of same (TMC 17.08.080). Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. The required improvements include storm water, sewer, water and street light utilities, any needed fire hydrants and construction of the cul -de- sac and road. 3. Please clarify on plans submitted to the City whether Lot 5 has new or existing water service. c:\carollPugettapprove.doc 2 .,.. z 0 • 0 • LLI J = 1 U) w w 2 co J w? =w 1- z �. 1— O w ~ O • N O 1— w • w 1— - . L I o ..z. O ~' z Mr. Jim Keller Puget Sound Investment July 7, 1999 2. Final Approval The next step is to submit the necessary short plat documents indicated above. In addition, the following items are needed: Z • Documentation of the square footage of each lot and mathematical boundary ~ w cc closure of the subdivision, of each lot and block, of street centerlines, showing the g error of closure, if any. -J p • A final survey which complies with the standards set forth in TMC 17.04.060 and w W with all certificates signed except for those to be signed by the City and those to LU _ 1.- be signed at recording. U o • A title insurance report confirming that the title of the land in the proposed short plat is vested in the name of the owners whose signatures appear on the plat's 5 certificate. v_ j U) • Legal descriptions of all the tracts located within the boundaries of the short plat. F W • As -built plans for all new roads and utilities. Z = • Binding maintenance agreements to provide for the maintenance of commonly z o owned private facilities. lU w • Signatures on the following certificates on the face of the plat (when appropriate) m o from the surveyor that prepared the plat, the King County Treasurer, Seattle King p County Health Department, City of Tukwila Finance Director, Owner's affidavit w F= and certificate of dedication as identified in TMC 17.04.060 (I). = v Li. 6; These documents must comply with the conditions of approval. Please submit one mylar iii z set plus four blue line copies. After these documents have been found to be in order and o i in recordable form and all of the requirements of the short plat have been met, the Short z (— Subdivision Committee will grant final approval. 3. Recordin It is your responsibility to record the City approved short plat documents with the King County Department of Public Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. You will need to pay the recording fees and submit your approved original short plat to the King County Department of Public Records (206- 296- 1570). After recording, the County returns the recorded original to the City of Tukwila within 4 to 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 undersigned. Your application for a short plat will expire if it has not been recorded within one year from the date of this preliminary approval. Upon written request from the applicant prior c: \carol\Puget\approve.doc 3 Mr. Jim Keller Puget Sound Investment July 7, 1999 to the expiration date, the Short Subdivision Committee is authorized to grant one extension, not to exceed six months. If you have any questions, please contact either Jill Mosqueda, P.E. in the Public Works Department at 206 - 433 -0179 or me at 431 -3661. Sincerely, C " (�(�' A J rill4 `� t t iPt I/ Carol Lumb Associate Planner Enclosure: Drawing DS -19 cc: Jack Pace, Planning Manager Jill Mosqueda, P.E., Public Works Department Nick Olivas, Assistant Fire Chief c : \carol\Puget\approve.doc 4 - .: .....<... .. .: ,., _.. �._. . , ;,• z ce • W 6 oO ; 0) 0 . w= J f— wo 2 LL¢ w z 1= z uj w O - . 0 1-- w I I— U Li. 1 , Z . Cu O 1— z FOR STAFF USE ONLY Sierra Type: P -SS Planner: File Number: L of . Dim Application Complete ( Date: ) Project File Number: L' q - 0007. Application Incomplete ( Date: ) Other File Numbers: L G qq _ aoO l • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan(aci.tukwila.wa.us SHORT PLAT CITY p TU <WILA (P -S S) JUL 1 02001 APPLICATION 8'- OZ`) NAME OF PROJECT/DEVELOPMENT: 74 S' t ��P 17 7 „f *,../Pe- 99 -.6062 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. yio 3 -. 0 3 5.7 i5"5/ S q/i -c e /94Z re. e.-/ t oo /ooc - oy /o - Sy G5 / / -0 / .o5 /5' uarter: A/" Section: z Township: 23 Range: his information may be found on your tax statement) D EVELOPMENT COORDINATOR .The individual who: �. has decision making authority on behalf of the applicant in meetings with City staff, has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and is the primary contact with the City to whom all notices and reports will be sent. Name: Address:. Phone: Signature: A D . , jc `i`2 5d - o E G:W PPHAN\LANDUSE.APPISHTPLTPT.DOC. 06/15/00 s '9? , - hn w m v./ 44)(1 7, FAX: y,2 s/ 7r/- o 3 75 Date: q 2 " e,/ Information Required. May be waived in unusual cases,. upon approval of both Public Works and Planning Information Waived PbWk /Ping Office Use Only Comments & Conditions. APPLICATION FORMS: 1. Application Checklist four (4) copies, indicating items submitted with application. 2. Short Plat Complete Application Packet: four (4) copies of the application form and full size plans and one (1) set of High Quality Photo Reductions of all plans reduced to 81/2 " x 11 ". (See Site Plans). 3. Short Plat Fee $200. 4. SEPA Environmental Checklist eight (8) copies and Fee ($325). '- REQUIRED FOR SHORT PLATS OF 5 -9 LOTS. PUBLIC NOTICE MATERIALS: (5 — 9 Lot Short Plats Only) V--. SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 5. King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. r/ SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 6. Two (2) sets of mailing labels for all property owners and tenants (residents and 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 Materials Section). SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. 7. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see Public Notice Materials Section). V SUBMIT PUBLIC NOTICE MATERIALS ONLY FOR SHORT PLAT OF 5 TO 9 LOTS OR IF ENVIRONMENTAL REVIEW IS REQUIRED. PROPERTY INFORMATION:' 8. Vicinity Map with site location. 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 the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the public hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. Department staff are available to answer questions about application materials at 206 - 431 -3670. G:WPPHAN\LANDUSE.APP \SHTPLTPT. DOC. 06 /15 /00 COMPLETE APPLICATION CHECKLIST TABLE Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning Information Waived PbWk"/ Ping Office Use Only Comments & Conditions. 9. Title Report- -dated within 30 days of application filing which clearly establishes status as legal lot(s) of record, ownership, all known easements and ecumbrances. 10. Lot lines for 300 ft. from the sites property lines including right -of -ways. SITE PLANS -- 11. One set of all plans and analyses shall be stamped by a licensed professional surveyor or engineer, as would normally be required in a building permit application, and have an original signature. Additional copies of the signed set may be submittd to satisfy the total number of copies required. Revisions shall satisfy this criteria. 12. A boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all above easements, encumbrances and right - of -way width /infrastructure. Elevations shall be City of Tukwila datum (NGV 1929 datum for 100 year flood elevation with equation to City of Tukwila datum). This shall be stamped by the surveyor, and include a surveyor's certificate (sample attached). 13. Location of all sensitive areas (e.g., streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites.). Provide sensitive area studies as needed per TMC 18.45. Also show trees over 4" caliper in sensitive area or buffers, indicating those to be saved. All proposed sensitive area and tree protection measures shall be shown. 14. 100 yr. flood plain boundary and elevation as shown on FEMA maps. 15. Existing property lines to remain and proposed lot lines shall be shown as solid lines. New lines shall be called out. Lines to be removed shall be dashed and called out. 16. Building footprint with changes in elevation, site improvements with sufficient dimensions to be accurately described and located (driveways, firelanes, parking layout, rockeries /retaining walls, fences). 17. Fire access lanes and turn- arounds to be per Fire Department standards. G:\APPHAN\LANDUSE. APP\SHTPLTPT. DOC, 06/15/00 *Information Required. May be waived in unusual ' cases, upon �' �����`'�� ! �� ' � � �� ���/' . � ��`� '� ` ` �� Information ' Waived PhWk/P/n� Ping Office Use Only Comments & Conditions. � ' ' 18. For sewer and water (domestic and fire): Existing and proposed utility easements and improvement , on site and in street. 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). 19. Document sewer and water availability if provided by other than the City of Tukwila. 20. Storm drainage: -- Proposed schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060(D) (e.g., detention ponds/vaults, frop-T elbows, coalescing plate separators, and bio-swales). . 21. Storm drainage -- Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with the King County Surface Water Drainage Manual's Core and Special Requirements. 22. Fire hydrant: -- Locate the nearest existing hydrant and all proposed hydrants (adequate fire flow demonstrated in the "water availability" documentation). 23. Schematic road design. 24. King County Health Dept. approval if using septic systems (&�io. lot size ~lj,OOOo.�). ^� ~ 25. Lot Sizes (e.g., 6 sf for LDR) and average width of each proposed lot (min 50 ft.). 26. For Short Plats of 5 to 9 lots, a landscape plan which includes at least one tree in the front yard of each lot ��vvbiob meets 9ubUu�Vurknstandards per T&YC 17.20.030(G). ^^ "^ 27. For stream frontages: existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). u', - • 06/15/00 =* �. 6 - I �� - 0 CD W LLI CO u _ � 0 CO F_ LIJ Z � 0 uj � O P- o � o � z � o ~- InformationRequired.';'. ';Response '," '.. Office Use Only om is men &Conditions. Total existing lots prior to Short Plat. 3 Total lots in this Short Plat. �y / 7 ea."- Total acres involved in the Short Plat. / 1 /5 ' ' 43, r. /8 . Constraints (sensitive area, right of way, 7 0 2 8 F. { tention /detention areas '1'n acres or sf. Any preexistiong uses? .2 Xxre..r Overall density (lots /acre). ,/ / GROWTH MANAGEMENT ACT REQUIRED INFORMATION G:W PPHAN\LANDUSE.APP \SHTPLTPT.DOC, 06/15/00 Z • • t 2 J U U O U o' CO J = H U u_ � to = a I- Z F Z 0. w Lu o . O U 0 I-- W W '. U` — O Z LU U = 0 Z CITY OF TUKWILA On this day personally appeared before me kkt.9. � executed the foregoing. instrument and acknowledged t purposes mentioQtedt i;rein SUBSCRIBED AND.SWORN"TQ :B FOIE ME ON THIS .. . .' ( Sfl r! • • 7. • . v 'O Q EXECUTED at "7 eclo o cam( (city), Gat Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanQci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents engineers, contractors or other representatives the right to enter upon Owner's real property, located at 9809 V2.2 3 ,, . /4/y/ 57,6-.• e../ for the purpose of application review, for the limited time necessary to complet that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. NBIA residin My Com ss (state), on , 20. �E.0 --/ ,r„ A) - "5-/a (Print NNaame) Q � C (Signatu 1 ''‘ L {t.. - h to me known to be the individual who e he signed the same as'fiis$her voluntary act and deed for the uses and (UN DAY OF Vim( LL GL■LA- 2 I( Y PUBLIC in an ) for the State of Washington at CALP. ft 2000f mission expires on « � - bi . ..�.....,=..n,r9) , t.� ✓. Jx � .d....s..�..:i.�r.�.s ^� >u Gi . �1.- uMsmYr.SSY _t . ... kt..i Z 1 W cc 2 U O co Ca u) W' WI H W 0 g • Q : = d. Z I- I- 0 uj Z I— W � D U O 5 . D H W 0 S 1— U. O . U= O 1— Z 9 PUGET SOUND INVESTMENT GROUP JUL 1 n 2001 July 9, 2001 4720 -200th Street SW, Suite #203 • Pos p 96 • Lynnwood, WA 98046 744 -0467 • FAX 744 -0375 (h/5) Ms. Carol Lumb Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, Wa 98188 RE: Short Plat Application — L99 -0002 — Re- submittal Dear Carol: Submitted herewith is the Preliminary Application and accompanying information for the re- submittal of the above referenced Short Plat, No. L99 -0002 — Puget Sound Investment Short Plat. Preliminary approval was for above referenced short plat, was received from the City of Tukwila by way of letter from the City dated July 19, 1999. Duncanson Company, Inc. submitted the construction improvement plans to City of Tukwila Public Works Dep't on November 17, 1999. Public Works approved the construction plans on April 4, 2000. We applied for our Miscellaneous Permit, Permit No. M1- 2000 -108, on May 17, 2000. We have had 2 correction letters requesting additional information for the Misc. Permit and have responded to both. The only remaining item is a performance bond for the constriction. We have been and are prepared to supply this bond to the City once we are assured that the permit has been approved. I have had a contractor on hold for this project since July of 2000. Carol, it seems to me that according to the City's ordinances, we'll need to bring the preliminary short plat into compliance. I would however contend that the construction portion of this application is not out of compliance and therefore should not have to be 42'e6,4Y.:<fi .'',eYi':�kis RECEIVED CITY OF TUKWILA April 19, 2000 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Jim Keller Puget Sound Investment Group P.O. Box 596 Lynwood, WA 98046 RE: Puget Sound Investment Short Plat Dear Jim: Staff has reviewed the April 4, 2000 revised drawings submitted by your engineering firm, Duncanson and Company and has approved them. The next step is to apply for a Miscellaneous Permit to build the infrastructure for the short plat. I have enclosed a copy of that application for your use. If you have any questions, please give me a call at 206 - 431 -3661. Sincerely, COAY Enclosure Carol Lumb Associate Planner cc: Mike Cusick, Associate Engineer, Public Works Department q:carol \KeI Ier -4.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r July 19, 1999 Mr. Jim Keller Puget Sound Investment Group P.O. Box 596 Lynnwood, WA 98046 RE: L99 -0002 Puget Sound Investment Short Plat Dear Mr. Keller: The short Subdivision Committee has completed their review of your short plat application. Based upon your submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: preliminary approval, final approval and recording. These three steps and their requirements are described below: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure that the short plat is consistent with the City's policies and regulations. Utilities City of Tukwila Department of Community Development PRELIMINARY APPROVAL CONDITIONS Please provide plans for review and approval showing the following: 1. Street light detail, locations and point of connection with the service cab; 2. Detention tank dimensions and specifications; and 3. CMP with treatment II minimum for the detention. The detention tank plans must provide one access for every 50 feet of closed detention pipe. See attached Standard DS -19. As a point of information, Val Vue Sewer District and Water District #125 must approve the sewer and water plans. You will need to provide a letter from each district that indicates their approval of their respective utility installation plans. t John W Rants, Mayor Steve Lancaster, Director Su ite woo ,,. rk wila , Washington 98188 • (206) 4313670 • Fax- (206) 4313665 •w ., . m:..... na. r. �r.. ax:± nn• n' 7v= 3± it+ s.! �; yrt- 3 ±�i�`�.`'- .�$$RS`+�}q!4'.., .�ti8k Mr. Jim Keller Puget Sound Investment July 7, 1999 Fire Protection Streets General 1. The revised plans must show fire hydrant locations, both existing and proposed on the short plat. 1. The radius of the cul -de -sac must be 40.5 feet to accommodate fire trucks. The 5 -foot sidewalk and 10 -foot utility easement are outside the 40.5 feet. The detention tanks cannot extend into the road surface of the cul -de -sac. Enlarging the cul -de -sac may affect whether a house can be constructed on Lot 2 and still meet all the zoning code requirements. 2. Please submit plans showing roadway profile and utilities. 3. The City of Tukwila will permit access to South 144 Street for Lot 3 only. All other lots, including Lot 5 must access via the cul -de -sac. 4. Ten feet of right -of -way along South 144 must be dedicated and the owners must enter into a binding no- protest agreement to improve the street to full public street standards in the future. 1. Submit a survey map that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. The short plat map must show proposed topography at 2 -foot intervals, extending five feet beyond the project boundaries. 2. Prior to the short plat being finalized, all required common improvements must be constructed by the applicant and accepted by the City OR the applicant must post a bond for construction of same (TMC 17.08.080). Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. The required improvements include storm water, sewer, water and street light utilities, any needed fire hydrants and construction of the cul -de- sac and road. 3. Please clarify on plans submitted to the City whether Lot 5 has new or existing water service. c: \carol \Puget \approve.doc 2 Mr. Jim Keller Puget Sound Investment July 7, 1999 2. Final Approval The next step is to submit the necessary short plat documents indicated above. In addition, the following items are needed: z Documentation of the square footage of each lot and mathematical boundary w • closure of the subdivision, of each lot and block, of street centerlines, showing the .-I v error of closure, if any. a O • A final survey which complies with the standards set forth in TMC 17.04.060 and ai w with all certificates signed except for those to be signed by the City and those to _I f_ be signed at recording. u) p • A title insurance report confirming that the title of the land in the proposed short 2 plat is vested in the name of the owners whose signatures appear on the plat's a certificate. u) a • Legal descriptions of all the tracts located within the boundaries of the short plat. I w • As -built plans for all new roads and utilities. z I_ • Binding maintenance agreements to provide for the maintenance of commonly z o owned private facilities. w w • Signatures on the following certificates on the face of the plat (when appropriate) v o from the surveyor that prepared the plat, the King County Treasurer, Seattle King o County Health Department, City of Tukwila Finance Director, Owner's affidavit w and certificate of dedication as identified in TMC 17.04.060 (I). i v — O These documents must comply with the conditions of approval. Please submit one mylar iii Z set plus four blue line copies. After these documents have been found to be in order and v in recordable form and all of the requirements of the short plat have been met, the Short z I— Subdivision Committee will grant final approval. 3. Recording It is your responsibility to record the City approved short plat documents with the King County Department of Public Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. You will need to pay the recording fees and submit your approved original short plat to the King County Department of Public Records (206- 296 - 1570). After recording, the County returns the recorded original to the City of Tukwila within 4 to 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 undersigned. Your application for a short plat will expire if it has not been recorded within one year from the date of this preliminary approval. Upon written request from the applicant prior c: \carol\Puget \approve.doc 3 Mr. Jim Keller Puget Sound Investment July 7, 1999 to the expiration date, the Short Subdivision Committee is authorized to grant one extension, not to exceed six months. If you have any questions, please contact either Jill Mosqueda, P.E. in the Public Works Department at 206 - 433 -0179 or me at 431 -3661. Sincerely, ,t "ZZ Carol Lumb Associate Planner Enclosure: Drawing DS -19 cc: Jack Pace, Planning Manager Jill Mosqueda, P.E., Public Works Department Nick Olivas, Assistant Fire Chief c : \carol\Puget\approve.doc 4 • v (D OVERFLOW V MIN. 2' MIN. 2' MIN. LOCKING LID ORIFICE AS SIZED BY KCSWDM METHOD TYPE II CATCH BASIN 54" DIA. MIN. (SEE STANDARD PLAN) SHEAR GATE W /ROD 36" MIN. DIAMETER CONNECTOR PIPE 42" MIN. DIAMETER CONNECTOR PIPE FOR PUBLIC SYSTEMS .- r12 ALUMINIZED STEEL 15 DA 0.005 FT /FT (1 ACCESS MANHOLE FOR 0 -50' LENGTH ({ 2 ACCESS MANHOLE FOR 50 -100' LENGTH 3 ACCESS MANHOLE FOR 100 -150' LENGTH 48" STORAGE PIPE N/ . /\ \ 2" MIN. AIR VENT AT SOFFIT NATURAL GROUND TYPE II CATCH BASIN 54" DIA. MIN. (SEE STANDARD PLAN) • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 Part A: (To Be Completed by Applicant) r Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other • A Short Subdivision ❑ Rezone Proposed Use: , `pf Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other i> Phone: , J� 7t/�f_ p /- 7 Applicants Name: f S' 4 (,)41( i �/ Property Address or Approximate Locat x(8 o 3 — G ( 0 t ?) .- (`H .FL-' Legal Description(Attach Map and Legal Description if necssary): 7Ac4- Part B: (To Be Completed by Sewer Agency) '' ', �- , ./ N, 1 [h a. Sewer will be provided by silo sewer connection only to an existing cO size sewer ,Service aV --fsat €fem the site and the :..ewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require a9 improverrient to the sewer system oi: ❑ (1) feet of sewer trunk or literal to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, • OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . 12'. 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 of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: 7"t> e v a2pvn1gs1) L/47 GFC: $ LFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required c. Other: OIr 14816 Military Road South P.O. Box 68063 Tukwila, WA 98168 (206) 242 -3236 i4iI CERTIFICATE' OF SEWER AVAILABILITY /NON- AVAILABILITY 4Y Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency info,•matiori is true. This certification shall be valid for one year from the date of signature. liiy Title By D ate SEA. TILE 557 I318.9S — , 6 ° 0 5 11 SITE H. 6 p5 /0 4 C. 6 4 0 N E. CG CO 0 /2( 4 0 1 0 0 7 0 SCALE 1 100' 0 tn 0 /89 8 Scale: 1" =100' 0539 L. /// N . 3 1 7,,g' 'l'l r�ait•.o• r ri -' - -.- Drawn: JES /6y, eo nti a 0' /490.80 /89.61. 9 /2 oSS° —� Allr DUNCAi�N`� PINY, INC. Civil Engineering . Surveying . Land Use 14212 Ambaum Blvd S.W., /301, Scattle, Washington 98166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 Figure 111.2 - Assessor's Map ''`" //4 f/ >r 5'. P. Job No.: 98407 4 11411 ` 10•- -••307 L \ 1 -\ \ r - 1 - - - D \ rm3t m�a7 \ I A l t l t 117 1- r N. I 1 \ I Skid, IV 3\ ` f' i \ I 1 ; \ + `, \ 1 \ \ \ I \ \ 1 \ 1\ 1 \ \ /0.J 1 \ \ 1 31• \I I g( r ie. , 1\ ► 9 „ � � I \ 1 E - -- = I ■ I \ 1 \ i 1 t 1\i; )\ 1 f a 4 ls \\ I i (\ \\ ii \' \ 13 + \ \ / KOCk • i 1 I I I : \A In 1� \ \ L U \\ \ 1 / 1 I I 1 .. 1 1 i IJ 1 1 \ 1 12, I I ' \ / \; f / / 1 I 1}4 \ i\ I I \ /( y 1 I I \\ a' \ \ \` g� I� / 1 \ � 1 I I \ I fq p�\ \ i\ 1 1' \ L I I \ \ \ \ \ \ / # I I L- 7, -3k-\ 1 1 1 O \ 1 \ 1 i 1 1 .0: 1 I I y ,n „m 15, 0 1 1 1 I 1 ;: 1• r 11 1 R 1 1 \ \1 1 1 \ q.� 1 1 1 \ ; ?. \r' \� \: � • I I L 1 \ . l ii & \ 1 \ 11 \ 1 '14' I 11 ti 1 ` I 1 I 1 \ \ \ \\ 1 N., ',•\ I\ / O ' \ Pd i is \,�' 1 1 , 1 1\ \ N0taro1 -. " ▪ d 4040 d AOONT 3 L. TO NATa T�1303MFG1 fO LM PLAT 3A.p011N0sy01 (331 11=1,00 011011 0050* TITS 3 11170005 AMO Ott 3 RM. O A ti 5 TAXLOT00i0000366 PTO REVISIONS RS11P178N *3274CAH�OjP e MC. � .r.r 4•..� . • �tilm C1 11 1 9 0003000 04 N NAIL NOM OA CI SCUM 1.4M 801E 01 52 401001 IRON 1 *00137011 COMM OF MOO= LOT 1170.73_ _ 3_ \ _ 6 T SQU1R 44TH STREET / S'� „T u�11 r - 1 I I1�i., I 1 - - a *30. I iI MOOT oem onto: P00 1 LIME TRACir ADAMS TAX LOT 0040004560 111•1•0auR• a sAJ 1144•.43 �: 11011• S?3S• it3 1MILLE 070'60:11• �0S41pL�L'JS s�3s7TO�E11•f�T.*:a sti11RN:31lINNekEliri 9 � 1 ��T }ft• I S]11t901•MA 911311M NCO Ala 773100 1144 LAS= TO 811804E (10 MIAI) GRArwC SCALE 930007 1.07 DATA TARS 2.1114. lw 0•0117 R.0w1.1 Cn 0 070. 53.111 37. (L4 .w) Wert* Arm. 110130. • Sr Arm. IM rt.. 7.702 SY. 1/1*0111S Lee . W w. 3... 00N4 301/ . 7 I N y / 444 131 003)10 702 3..44 Lem 011.•.. 0.i 1 Th 1 OTOTI IW.N R 1 1 1I SITE DETAIL I I ; , 301 13.17 a BUM 14Liue •e.,t 1114.•11031.0 LEGAL DESCRIPTION LOO T* 700* • DI 43300 100 TRACTS /WOOL AS PO rum. m11= N w1110 11 or run. 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CLASS 11 401405 000017 1 7 03 030913 13431007 701 1401 S CRAB SUM= 3437 =MSC 11314200 9190401 1.• CNDIT 1341•417 3 .0004E CUM I0 MINA 0143000* PLAN 14-21 O 70 CAUTION! ■0803 411081] DOT N INC AKA N0 117708 401104101 133001 NAY NOT K 700M102 CONTACT OC 0K• CALL 0133TT LOUR 701007 A 1044M O 40 0010 Null 70 C0131RNC1ION 1- 800 - 424 -5555 PUGET SOUND INVESTMENT GROUP TUKWILA SHORT PLAT PREUMARY LAYOUT Z • J U .0 0 o W W J H u 0 2 LL.a = I- W Z �. ZI- W uj U,, • H W U. 0 W Z L U U) 0 Z 4 EXHIBIT "A" ( rd PARCEL A: • LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THEREFROM THOSE PORTIONS OF:SAID LOT 6 DESCRIBED AS FOLLOWS: THE SOUTH 120 FEET OF SAID LOT 6; EXCEPT THE EAST 66 FEET THEREOF; AND THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF; EXCEPT THE EAST 30 FEET OF THE NORTH 10 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY''OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS, AS PtR PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE'31, RECORDS OF KING COUNTY; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF; EXCEPT THE EAST 30 FEET OF THE NORTH 10 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THE NORTH 120 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. .st':.hi �. _,a4 �.a.`i i .:. _ _[ T ?ttskj, S�Ss:; d '��`"''�:i`v�ati:�Y�s:`.es:,M�$ .._ � ' `.' .:: Z • Z W 6 J O 0 CO W J = F- CO LL W O g Q co = W _ Z I- O Z W O 67 . O I - . W U 1' I U F- - LI" O O co .. Z W O � Z P os 5 SEA. TILE 557 1318.95 — 4 SITE 6 0 511 0 5/o N E. $ C c �� N 5 1b 0 co 0 5' 7 • 0 fl S LR.::.► SCALE to 0 0 Go /89 e f — 100' /B9 Scale: 1" ■100' 37 .1.6}. st 053 L . Drawn: JES t\h N \k0 9 a � n • oy /eo.Bo ti 9.8 . /6a ea • 9 /0 D ,O' %. G1 // • /2 o55 ink DUNCA�N`� PINY, INC Civil Engineering . Surveying . Land Use 14212 Amhium Blvd S.W., 1301, Seattle, Washington 911166 Phone: (206) 244 -4141 Fax: (206) 244 -4441 Figure 111.2 - Assessor's Map "A /6- •c,NTr S P Job No.: 98407 z Z r4 W 00 0 to W= JF- U W g_ c d I Z 1- 0 Z I- W 2 o. O � 0 W W - U u' O Z O ~ Z ' : o be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): c — 6- (5 3 — (/'C(1 ' SI , Ow er fn rniation : :- : :.::. • ... . Agent/Contact Person:.. ..... . .::. ..:... : . Name: ti e- F So v1. c / / 6i0vJJ Name: c > / F:ddrecs: �_' �7� Z yh�1 K ) o , , • ` / 6 Address: S <t - Phone: Z•-S " 7‘1c7— a /S Phone: - -- This certificate is for the purposes of: El Residential Building Permit El Preliminary Plat Short Subdivision El Commercial /Industrial Building Permit El Rezone ❑ Other Estimated number of service connections and meter size(s): Ki e t,ci e.Ay -c Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by Water utility district): 4� ( I.1 1.e- 5 ,/- J z. S Owner/ ign-. e• • Date: g Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within le- I _ C 0 , u )(�'t -7' --k - r) f j l? 7 i gency /Phone '^ 9 ' -9 4 , (City/County) The improvements required to upgrade the water system to bring it i to compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of Z� t;, qpm at 20 psi residual for a duration of 2 hours at a velocity of 2 - = fps as documented by the attached calculations. l hereby certify that the above information is true and correct. By. 9 -- Date PART C: (To be completed by governing jurisdiction) Water Availability: El Acceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above Use separate sheet if more room is needed) Annncv /Phone CITY OF 7 KW1LA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 (Required only if outside City of Tukwila water utility district) A 14 By • H-ha Date March 24, 2003 Jim Keller Puget Sound Investment PO Box 596 Lynnwood, WA 98046 RE: Release of Bond Bond No. 857411S Dear Mr. Keller: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. L014461/ File No. MI2000 -108 I City of Tukwila If you should have any questions, please contact our office at (206)431 -3672. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter hereby authorizes the release of the performance bond referenced above in the amount of $224,565.00 for the installation of the infrastructure for the short plat located at 4803 -4823 South. 144th Street, Tukwila, Washington. I have enclosed a copy of the bond for your reference. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .z z • ~ w. • 2 • U. O 0. W= J w • 0 J L.L. u ) D. 1— _. Z � 1— O' Z W w D D. U 0 l— w w : u_ W z U = O Z O MAR 21 '03 04:07PM PSRESG L\T NATION • I.nxnAM.ERYen' ' PUGEi SOUND INVESTMENT GROUP ' Attn: • JAMES KELLER ' 4720 200TH STREET SW, SUITE 202 . LYNNWOOD, WA 98046 RE: Order No.: 800 - 10058799 Authorized' Signature Subdivision Guarantee wA,iz.si.00 Liability: Charge: Tax:. Total: w Transnacion Title Insurance Company • 14450 NE 29th Place, 'Suite 200, Bellevue, WA 98007 Phone:, 800-441-7701 Fax: 425 -646 -8593 . , 2 c. 2003 PUg iWUfilt S • $ 200.00 $ 200'.00 $ 17.60 $ 217.60 SUBDIVISION GUARANTEE Subject to the Exclusions from Coverage, the limits of' liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarante, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the. validity, legal effect or priority of any matter shown therein. TRANSNATION TITLE 'INSURANCE COMPANY a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage, not exceeding the liability amount stated herein which the Assured shall sustain by reason'of any incorrectness in the' assurances forth in Schedule A. Dated: March 17, 2003 ',` t+::! i` a` fC � ii. 4fi���. �. a� a} 5; 1. r 'of:ltt'[ &'t w���.+�i h. e/•r Page 1 of 6 z '~ • w 6 J U O 0 CO U1 - _ l— � w w° u _ 2 • d w z = z1- w U • O O C O H W U N 0 z f MAR 21 '03 04:08PM PSRES 1. Name of Assured: PUGET SOUND INVESTMENT GROUP and PSIG -ONE LP 2.. Date of Guarantee: March 17,, 2003 3. The assurances referred to on.the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: CLS FINANCIAL SERVICES, LLC, FORMERLY CLSFS, LLC, WHICH ACQUIRED TITLE AS PSIG -ONE LP, A WASHINGTON LIMITED PARTNERSHIP c. The estate or interest in the land which is covered by, this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. -EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by, the records of any taxing authority that levies or assessments on land or by the public records. 2. (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts authorizing the issuance thereof; (c),Indian treaty or aboriginal rights,'Including, but not limited. to, easements or equitable servitudes; or, (d) water rights, claim's or title to water, .whether or not the matters excepted under (a), (b) (c) or (d) are shown by the public records, iu z • U_ 3. GENERAL PROPERTY TAXES and' SERVICE CHARGES, as follows, together with interest, ~ _ O ~ penalty and statutory foreclosure costs, if any, after delinquency: z (1st•half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: 00'40000510 Year Billed Paid ' Balance 2003 $1,907.25 $0.00 ' $1,907.25 Total amount due, not including interest and penalty: $1,907.25. Levy Code: 2414 Assessed Value Land: $53,000.00 .Assessed Value Improvements:•' $89,000.00• ' (Covers Parcel A) Subdivision Guarantee SCHEDULE A P.3,7 • Order No.: 10058799 Page 2of6 z Iz EY w 6 00 U o U) w Jf M 21 '03 04: OBPM PSRE 4. FERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with' interest, Malty and statutory foreclosure costs, if any, after delinquency: 1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: , 0040000511 w ar Billed Paid ' 3 $661.90 $0.00 , r 1 . u mil amount due, not including' interest and penalty: $661.90. 9 5. 4 x Code: 2414 sensed Value Land:, $48,000 :00' essed Value Improvements: $0.00 Covers Parcel B) , ENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: k1st half delinquent on May 1; 2nd half delinquent on November 1) `axcAccount No.: : 0040000515 .ear .Billed ' Paid Balance 003 • $2,326.70 $0.00 $2,326.70 p 1 : •otabl amount due, not including interest and penalty; • $1,149.17. Code: 2414 4 ed Value Land: $54,000:00. 'Assessed Value Improvements: $116,000:00 6. '`EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Covers Parcel C) tiSIZANTEE: YOU POSE: P ` AREA AFFECTED: • l.ECaDRDED: ; .rtECORDING NO.: 7. :t R NTEE: a:PPOSE: ).•IAcREA AFFECTED: CORDED: (RECORDING 'NO.: 50441on Guarantee .k, k 6664450 EASEMENT AND THE TERMS AND'CONDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS,' A PORTION•OF SAID PREMISES JULY 2, 1974 7407020231 Balance $661.90 CITY OF SEATTLE OVERHEAD AND UNDERGROUND TRANSMISSION AND'DISTRIBUTION LINE FACILITIES ' A PORTION OF SAID PREMISES , P.4 /7 Order No.; 10058799 Page 3 of 6 z = E w re In _i U O 0 '. CO J W H • w WO g ? • d = w z �. I— O Z ~ w O o . U O 52 a'-- W w z U = O~ z MAR 21 '03 04 :08PM PSRESG. (Covers•Lot 6) '8. EASEMENT AND THE GRANTEE: PURPOSE: 'AREA AFFECTED: RECORDED: . RECORDING NO.: 9, AGREEMENT AND THE'TERMS RECORDED: RECORDING NO.: REGARDING: 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: PSIG-ONE LP, A WASHINGTON LIMITED PARTNERSHIP NORTHWEST FINANCIAL CORPORATION, A WASHINGTON CORPORATION BANNER BANK ' . PO BOX 907 WALLA WALLA WA 99362 10017062 $429,764.00 MARCH 7, 2002 APRIL 3, 2002 20020403001708 GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS; LOAN NO.: ORIGINAL AMOUNT: DATED; RECORDED: 'RECORDING NO.: 11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: CITY OF SEATTLE, A MUNICIPAL CORPORATION CONSTRUCTION, REPAIR AND . MAINTENANCE OF UNDERGROUND ELECTRICAL SYSTEM A PORTION OF SAID PREMISES OCTOBER 9, 2002 20021017001698 GRANTEE: PURPOSE; AREA AFFECTED: RECORDED: RECORDING NO.: 12. EASEMENT AND THE TERMS AND GRANTEE: PURPOSE: AREA AFFECTED: .RECORDED: RECORDING NO.: Subdivision Guarantee p 'i TERMS AND CONDITIONS THEREOF: 'VAL VUE SEWER DISTRICT SEWER LINE SYSTEM' SOUTH 15 FEET OF PARCEL C AUGUST 23, 2002 20020823000655 AND CONDITIONS THEREOF: MAY 23, 2000 20000523000181 DEVELOPMENT EXTENSION AGREEMENT CONDITIONS THEREOF: KING COUNTY WATER DIS I RICT NO. 125 WATER MAIN A PORTION OF SAID PREMISES DECEMBER 6, 2002 20030204000382 BEING A RE- RECORDING OF 20021209000511 • H. 5/ Order No.: 10058799 Page 4 of 6 .MAR 21 X03 04:09PM PSRESr- • 13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PRESENT AND FUTURE PROPERTY OWNERS ' SIDE SEWER A PORTION OF SAID PREMISES FEBRUARY 4, 2003 20030204000379 BEING A RE- RECORDING OF 20021209000509 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO,: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee PRESENT AND FUTURE PROPERTY OWNERS CONSTRUCTION AND MAINTENANCE OF A'PRIVATE STORM INTERCEPTOR TRENCH • •A PORTION OF SAID PREMISES FEBRUARY 4, 2003 2003020400038 • P.6 /7 Order No.: 10058799 Page 5 of 6 4 •l ,MAR 21 '03 04 :09PM PSRESP EXHIBIT A P. 7/7 .Order No.: 10058799 LEGAL DESCRIPTION: PARCEL A: LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT. RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING, COUNTY AUDITOR; EXCEPT THAT'PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT. RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; , • TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST'66' FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER,PLATRECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS•OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. z w 0 • 0 w = H N w. w IL.Q U)_ = E .. w z zI- LL! w 0 O N O I— w W I 0 W z U= O ~ z ' Facsimile Cover Sheet CLS PROPERTI LLC • lie . 4720 -200th Street SW; Ste 200 * Post Office Box 719 * Lynnwood, WA 98046 •' Direct Line: (425).329 -0208 * Office: (425) 744 -0386 * Fax: (425) 744 -0375 From: Jim Keller Date: ' f- z /'7 3 • CIA Financial Services, LLC ' • • 4720 200th St SW, Ste 200 • • Post Office Box 719 ' Lynnwood, WA 98046 -0596 ' To ., •{�� Q ��. Pages including cover: • 7 /tom' ,,.� °•'� �i". ,f �� � MAR 2 2903 ' •(; Fax #: 2o4 . /..?1- • ?E;‘r'' TUKWILA ' PUBLIC WORKS • • R e: .-1 > �sc�� -�-�� . Comments: ova /*/e'a - -1,.•r //- .Go/ ny't . . . ,4"1• ��' r- /r 1' ' - • - �- (___ter The information contained in this facsimile message may be clientprivileged and is confidential information intended only for the• individual or entity named above. If the reader,of this message is not the intended recipient, or the employee or agent responsible to deliver, it to intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication•in error, please notify us immediately by telephone, and return the original message to us at the above address via the U.S: Postal Service. Thank you. f MAR 21 '03 04:07PM PSRE9:' fr.-44 ...:� .. l��S,l "nerd` ; .. � .,,* xRB.'EsG'Yr'{t'b" d . ,�; �N.� - Y r'° P.1 /7 DATE: NAME: KA -no COMPANY: A CITY OF TUKWILA REQUEST FOR PUBLIC RECORDS Z- 2 / MAILING ADDRESS: P a' P ,O y , 5 23 u b CITY/STATE/ZIP: ' g1 3) 33 PHONE: 200 20 - 2A75 . FAX: 253257o ❑ Land Use File Date Range: Permit #(s): DATE RECEIVED: O2 • �• V P:\administrative \FORMS \Records Request E -MAIL: TYPE OF RECORDS YOU ARE REQUESTING: STAFF INITIALS: 6 RECEIvi FEB 21 2006 TUKWILA PUBLIC WORKS berr*,e atf-- ❑ Building Permit ❑ Mechanical Permit ❑ Building Plans Date Range: Date Range: Date Range: Permit #: Permit #(s): Permit #(s): ❑ Other: P 45 nlln testnhcnf ("KY Orig. Bldg. Name /Occupant: Alai ... Current Tenant Name n I (- If6,Czi1- In f S Site Address: /4+6 40 Pt, S l� I 004'00)051 144 ' zig CLrn , #OGV 0s 13 PLEASE DESCRIBE IN AS MUCH DETAIL AS POSSIBLE WHAT YOU ARE LOOKING FOR OR NEED COPIES OF: A5 h u.c:G- i t7 Slydm ez bd f Z,,1d ()wiled o/h . FOR OFFICE USE ONLY ''''° ...s (,c)''rv` As- g L & `^' `'r""` Tom„` ae-e tno ; o_vai lcL.ls ( e . t� '� 1n cl e� c� -� r� f . e c.� rLC1Lo _ �lwz t- (CG S' Gt-�6o .1� S QD tct �'- t_vv -.c i co v� . c I cr7C t llX��f o0 cof L _ Co Cr r,., , , c U �tct_ v ■-v\,t‘�c.0 CA-C-- IC.(4;4 a c-A Sd v.ca ►...c z- ( • :ezeZe,) S-r-‘ 6 ".� > T P /a 7- a "'/614) % . �2'Li i e u5 e nL460 / i7 / ,7ea� rieryS/Sra i IA/ 4 PL, 5-, (40; A `t )4 mepf C4�s i5 ✓� YOUR REQUEST FOR PUBLIC RECORDS WILL BE RESPONDED TO WITHIN FIVE WORKING DAYS (RCW 42.17.320). There will be a 15 cent per page charge for 8 Ye" x 11" and legal, 30 cent charge for 11" x 17 ", Oversized items will be assessed additional fees (RCW 42.17.260). Exact change or check, please. Sorry, we do not accept credit cards. b tilled Irt by tlev etoper /author : NAME OF DEVELOPMENT: PtI6ET .5 Ott NLJ .. IV V637M. PG 47 DATE: 6 D3 DEVELOPMENT ADDRESS: 4503.l�82?� `L 4 5, PERMIT NO.: L0/124 i MIZ00o CASH ASSIGNMENT NAME: / / - � .., TEL z. �„ TEL. NO. ye.2 7�' y_ 0;74 J SHALL BE REFUNDED ,,./.°. BY MAILING TO: ADDRESS: 0. s l o r‘ (please print) CITY/STATE/ZIP _ DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE / 4 � IIJ�� // � , , T /// � • .:.k i•. u . I .i - _ I. u_ • i • . : _ • 5 � • /I • s� c e .5teet, h /9 ic// cii4 5 i» doh 5 ►�t t If flOnairlerl/e, C.' S&4/Pr' ' &. d c s s W ,4 i / -fuar! ode.' a�r�ct,Gm a rt r'.t As the owner or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $2.2 6S • 00 ($150% of value to complete work described above) and attach supporting docum station for value of work. I will have this work carried out and call for a final inspection by this date: ( 5 / if / e -, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the • ro • : rty to carry out completion of the above deficiencies. I further agree to complete all work li :,•_..:..,.r: •nor • • esting inspection and release of these funds. SIGNED: �� 0 CASH • CASH EQUIVALENT CITY RECEIPT NO t 1 / 4567il.// DEPOSITED THIS DATE: RECEIVED BY: Trr SIGNED: J. 5, cer AMOUNT: /24 563: 00 • • • compl • .............. DEVELOPER'S REPRESENTATIVE: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: Z 1/03 reviewed the above work and found it accept ble and therefor CHECKED BY: I have r bo a p therefore authorize the release of th above cash assignment. �-' ,---; ) DEPARTMENT: l� UJ AUTHORED BY: , \ .� / �, .v.:iu'.w,.•r. �,t:.<.ti<•: <..i.<wRU•n,w.<, ..,• yr:,• v<.: .'l+i .» CXCO30.<•aor...45. •: • • ±o�•:< coi»Flete It AMOUNT: , 'U-�� . L -%? CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: c2 CASH CITY CHECK NO. RELEASED BY: b , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD • City of Tukwila DEVELOPER'S PF: ;JECT WARRANTY REQUEST FORM TITL DEPARTMENT HEAD: 1174.14,,,//0 5 -7'Cd- THIS FUND IS AUTHORIZED TO BE ACCEPTED. • Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department ��' — Permit Coordinator, DCD V 09/13/90 z z cc w 2 00 W z w • 0 g = • a w Z I— 0 w 0 O — O 1- ww u. O w z F- O ~ z KNOW ALL MEN BY THESE PRESENTS: PERFORMANCE BOND Bond No. 857411S THAT we, PSIG -ONE L.P., PO Box 719, Lynnwood, WA 98046 -0719 (425)744- 0386, as Principal, and Developers Surety and Indemnity Company, 9725 - -d— Avenue NE, Suite 602, Seattle, WA 98115 (206)525 -8201, a corporation organized and doing business under and by virtue of the laws of the State of Iowa and duly licensed to conduct surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188, as Obligee, in the sum of Two Hundred Twenty Four Thousand Five Hundred Sixty Five and 00 /100ths ($224,565.00) Dollars for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal entered into, or is about to enter into, an agreement or agreements with said Obligee to complete construction of site grading, clearing, earthwork, sanitary sewer, water supply, storm drainage, roadway and on -site improvements for the plat of Foster Heights Short Plat LO1 -046 on private property and in the City of Tukwila right of way. NOW, THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof, or any extension of said term that may be granted by the Obligee with or without notice to the Surety, and upon receipt of a written discharge from the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. THIS performance bond shall be governed and construed by the laws of the State of Washington and venue shall be King County, Washington. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact this 10th day of May, 2002. PSIG -ONE L.P. BY: CLS FINANCIAL SERVICES, INC ITS GENERAL PARTNER By: , ,'L.4 g:J ( ;4?4,c (% LORRIE VANHOOK -ITS SECRETARY DeveO ers Surety and/1 n L3� '' _Ang'1a K. Nelson, Att ney -in -Fact MI 2.000 - tog KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each severally, but not jointly, hereby make, constitute and appoint: By: STATE OF CALIFORNIA COUNTY OF ORANGE Signature By ID-1380 (11/00) * * *M. RUSS NEVILLE, ANGELA K. NELSON, ALICE NEVILLE, KURT F. STARK, JOINTLY OR SEVERALLY * ** as the true and lawful Attorney(s) -in -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s) -in -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, arc hcrcby ratified and confirmed. This Powcr of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of November I, 2000: RESOLVED, that the Chairman of the Board, the President and any Vicc President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attontey(s) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship: and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power ofAttorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 8 day of November, 2000. By: Vela David H. Rhodes, Executive Vice President Walter A. Crowell, Secretary )SS. On November 8, 2000, before me, Diane J. Kawata, personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names arc subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. This Certificate is executed in the City of Irvine, California, the 4 6 day of David G. Lane, Chief Operating Officer POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725, IRVINE, CA 92623 • (949) 263 -3300 CERTIFICATE • AND /NO.,, • V ° OP P •�' ,W ' G SEAL - < 1.11. 1936 : Q• =-'� /oWP , = - DIANEJ.KAWATA COMM. 01167928 NOTARY PUBUC -CALIFORNIA E ORANGE COUNTY �..., My Cantu M Jan. B, 2002 The undersigned, as Chief Operating Officer of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, dots hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as o,'the date of this Certificate. z = I— ce O 0 CO 0 J = H U) Lt_ WO J LL CO a = W Z � 1— O Z I- W W U � O g CI I_- W h- 1:-L- Z U= O 1— z Return to CLS Financial Services, LLC, being the Owners of the following described real property, situated in King County, City of Tukwila, Washington: Now, therefore, the Owners hereby relinquish an easement recorded under Recording No. 20021018000108, Records of King County, Washington, for the purposes of a side - sewer easement for the benefit of the following described properties: In Witness Whereof, this instrument has been executed this ,2& day of March, 2003. GRANTOR: CLS FINANCIAL SERVICES, LLC By: It's: on behalf of Given under Lots 6 and 7, Block 4, Adams Home Tracts Addition, as per Plat Recorded in Volume 11 of Plats, Page 31, Records of King County; Except the North 120 feet of Lot 7; Across the east 10 feet of Lots 5 and 6, to serve Lots 4, 5 and 6 of Tukwila Short Plat # L01 -046, (1A1,-67 ,Z Debbie Little STATE OF WASIIINGTON ) , CLS Financial Services, LLC 4720 200` St. SW, Ste. 200 Lynnwood, WA 98036 RELINQUISHMENT OF EASEMENT ss. Fig; 1Q 2.0Q3 "fU,S.U'IILA , PUBLIC WORKS COUNTY OF KING ) On this '/ t day of 44 r , 2003, before me personally appeared Cie A /,.././ % , to me known to be the ()per., r of eeS /74„,rria/Sorr ;,et (Ce, a Washington limited Wability corporation, tha the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument the corporat_ia, \\\ _- Bic ‘‘‘t / my � .kt ,� �F c l this ,.;vf /day of r� , 2003. I . o NoTA >���4.P,, o —. m / : ype /Print Name f' j e( n F1 /� PUBLIC lotary Public in and for the • ' -. ' � f /6/ � — y ,�p, 9 _ o 5 Mate of Washington residing at .�i1G! /G ice, .S , Its\ OF�I/ASl'� My Commission expires /,,2 /o3 ..,+�, 20030320002283 Document Titles) (or transactions contained therein): • Easement • Bill of Sale Reference Number(s) of Documents assigned or released: ❑ Additional reference ff's on page of document Grantor(s) (Last name first, then first name and initials) �.:Ce'Y ,?% C 2. C 1 .G S '7,7 cz s)C'/e (5 d 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. 2. ❑ Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range • r N Y c.) 57,,..-4; 2.2<•,, + • 2 3 ,�'--�, . 5 Le} 4/' ❑ Additional legal Is on page - of document. Assessor's Property Tax Parcel/Accourit Number c c V 6.' e" - c .5 j C' c /o v U - c7 S' /.3'' •- c'o ! e. a 0 -- 0 5' ❑ Assessor Tax it not yet assigned. The Auditor /Recorder will rely on the information provided on the form. The staff will not read the document to verily the accuracy or completeness of the indexing Information provided herein. When Recorded Return To: i1;iiiii i 20 030320002283 KELLER TEAS 20.00 ( j- f 03/20//200314'56 /.r�. is KING COUNTY, WA ?v. . -6 , 7/p ?f.. MAR 2& 2003 1 4.r •:.. To: e lm ke)/er TITLE: COMPANY: DEPARTMENT: DATE: 5 go 03 FROM: 51" er'ceit" TITLE: Leoe47pve e er DIVISION: !! J FAX NO. CALLED: TOTAL NUMBER OF PAGES TRANSMri LED, INCLUDING THIS COVER SHEET. 0375 �_ ... .vs: Nay::. aaa:.<::::: i.. o: iox•: oxox.: Z: a: xocoxiaw: ix• :::c:.::.: <�da:vx:::::::�::x�:v ..: SUBJECT: PS ..z 6„cce 5horf pta t COMMENTS /MESSAGE: 91:1-eAey)Itt /3 vki Feb 25, 2003 S1.(bdiv. Guar - fee Shah b-e. re5C- ha'eci hecse i s idepn yviih' 16, exce- �'/6 hQs d esGv, D biior7, 2) Or' 5h / O of 5i1B01 v /S/OAJ H4P P /else dad no/e : 514 4i9h* eaSepneol/ itocorr/ed /tilde' Aud i i W0. 6664450 "5 ,,b'eir reo /maced b a nett) 4s-- g Q-u-a/ s u r cry. HPhi -3) r�covc/d1bcf ,�,i�p &7 ' re c.,or /2v. 2 ooz O / -70016 �e / q / 74 »c74 : z�2 f-C R gr i' I6 No. 22a3O20''000383, ) . L at,o /,YLv gli-e '°-`L' Ajr„ i , e„:„.6 I/ IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: Cl Y OF TUKWILA - PU... LIC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 SENT BY (INITIALS): -� / c -J�h• /‘c_.2 I- r 2 l2_Y . • TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98I88 - (206) 433 -0179 09/18/92 :+ C4;h�7i G'I'�:� tom n:'-.7'�i �. sR 2�?T."�•' , :=� . ..,!. - .,.�,.a�..: 7•r,.n .r, � 4 9T `'''�J'i:K t:- .ri'thx!k z ~ w cc �U 0 0 w= wO L? c w I- _ Z � Z W U � 0- 0E- u � L I o w Z U p _ o 1 - z March 6, 2003 City of Tukwila Department of Community Development Steve Lancaster, Director MEMORANDUM TO: Nick Olivas, via Don Tomaso Jim Morrow, via Joanna Spencer Alan Doerschel, via Richard Takechi FM: Carol Lumb, Associate Planrte RE: Puget Sound Investment Short Plat, L01 -046 The above referenced short plat is ready for final approval. The project has been reviewed previously by your Departments. Attached are the documents for recording (the mylar) plus a paper cope to make it easier to review. Please review these materials and indicate your approval as follows: • Chief Olivas: please indicate your approval by signing or initialing below. If you do not approve, please indicate below any additional requirements that must be met. • Jim Morrow: please indicate your approval by signing or initialing below, on the line for the Public Works Director. If you do not approve, please indicate below any additional requirements that must be met. • Alan Doerschel: please sign the mylar on the City Treasurer's Certificate line that indicates there are no outstanding special assessments for this property. Thanks very much. If you have any questions, please call me at 431 -3661. Approved by Chief Nick Olivas L cK Approved by Jim Morrow rectdr of Public Works Attachments: Mylar Copy of Preliminary Approval of L01 -046 c: \mydocs \Puget Sound lnvestment\Pinal Short Plat - Approve.doe Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z if - w re 6D J U 00 0) W =' J H U) L L w O J �d = ▪ W I z F rO z �— O - 0 I— W w . r. tL O ..z w • = O I ' z Date: 3- 5 d O Response to Incomplete Letter # O Response to Correction Letter # Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: L. Q 1 -0 1 .16 O Revision # after Permit is Issued /2 /�. / //iy Project Name: - 57;f4=0> .2/, l- . < .�. : r Project Address: Contact Person: jyye� %.✓.- i ' 7 1 A Phone Number: ��T' i 1 .;; - ,./ " . -�- �� 5"i / sue,- r-�� . 53' / 't i-? ^ .rrJ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on 08/30/00 Xy 1 RANSNATION . 1P March 03, 2003 PUGET SOUND INVESTMENT GROUP Attn: JAMES KELLER 4720 200TH STREET SW, SUITE 202 LYNNWOOD, WA 98046 Re: Order No.: 800 - 10058799 Cover Page WA.09.01.00 Title Officer: Buyer /Borrower(s): Subject Property: John Jones Order Summary Thank you for placing this order with Transnation Title Insurance Company. If you need assistance on this file, please contact: John W. Jones (425) 646 -8589 johnjones @landam.com Mark S. Niklason (425) 646 -8592 mniklason @landam.com Randy McCrory (425) 646 -8591 rmccrory @landam.com 1- 800 - 441 -7701 Fax: (425) 646 -8593 Additional copies have been sent to: Duncanson Co, Jeff 4803 144th Street S, Seattle, WA 98168, King County , , WA , King County 4823 144th Street S, Seattle, WA 98168, King County , , WA , King County Transnation Title Insurance Company 14450 NE 29th Place, Suite 200, Bellevue, WA 98007 Phone: 800 -441 -7701 Fax: 425- 646 -8593 46:.:;` 4 :..4" ; •1ilt3iG,Skliit,^r Y�eiste3:iYcL9.t�iy.S�t ' ?' • z z1 ;l— w ce 00 CO 0 W I F —. w Q . u. co = = a l _ . z �- z 1-- w U C. O = O 1- = • U ~ E_ t- ..z w 0 = O ~ z 4. RE: SNATION 1Ar" D m: RXC �. PUGET SOUND INVESTMENT GROUP Attn: JAMES KELLER 4720 200TH STREET SW, SUITE 202 LYNNWOOD, WA 98046 Order No.: 800 - 10058799 Liability: $ 200.00 Charge: $ 200.00 Tax: $ 17.60 Total: $ 217.60 SUBDIVISION GUARANTEE Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. TRANSNATION TITLE INSURANCE COMPANY a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: February 25, 2003 By Authorized Signature Subdivision Guarantee Page 1 of 6 WA.12.11.00 Transnation Title Insurance Company 14450 NE 29th Place, Suite 200, Bellevue, WA 98007 Phone: 800 -441 -7701 Fax: 425 -646 -8593 g&'., mq, M�' k' SCHEDULE A 1. Name of Assured: PUGET SOUND INVESTMENT GROUP and PSIG -ONE LP 2. Date of Guarantee: February 25, 2003 3. The assurances referred to on the face page hereof are: w a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: o See Exhibit A attached hereto. ° I b. Title to the estate or interest in the land is vested in: W � CLS FINANCIAL SERVICES, LLC, FORMERLY CLSFS, LLC, WHICH ACQUIRED TITLE AS w 0 PSIG -ONE LP, A WASHINGTON LIMITED PARTNERSHIP gE c. The estate or interest in the land which is covered by this Guarantee is: D. A fee simple estate w Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. ? I EXCEPTIONS: z aj 1. Taxes or assessments which are not shown as existing liens by the records of any taxing 2 authority that levies or assessments on land or by the public records. o N 2. (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts ° ~ authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not i v limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, o whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public records. 3. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, o penalty and statutory foreclosure costs, if any, after delinquency: z (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: 0040000510 Year Billed 2003 $1,907.25 (Covers Parcel A) Subdivision Guarantee Paid $0.00 Total amount due, not including interest and penalty: $1,907.25. Levy Code: 2414 Assessed Value Land: $53,000.00 Assessed Value Improvements: $89,000.00 Balance $1,907.25 Order No.: 10058799 Page 2of6 4. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: 0040000511 Year Billed 2003 $661.90 Total amount due, not including interest and penalty: $661.90. Levy Code: 2414 Assessed Value Land: $48,000.00 Assessed Value Improvements: $0.00 (Covers Parcel B) 5. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.: 0040000515 Year Billed 2003 $2,326.70 (Covers Parcel C) 6. PREVIOUSLY DELETED. AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee 6664450 Paid $0.00 Paid $0.00 Total amount due, not including interest and penalty: $1,149.17. Levy Code: 2414 Assessed Value Land: $54,000.00 Assessed Value Improvements: $116,000.00 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Balance $661.90 Balance $2,326.70 GRANTEE: CITY OF SEATTLE PURPOSE: OVERHEAD AND UNDERGROUND TRANSMISSION AND DISTRIBUTION LINE FACILITIES A PORTION OF SAID PREMISES Order No.: 10058799 Page 3 of 6 z = z w QQ s J U 0O U U. J = I— � w w u _ _ • a w z 1- 0 z 1— U 0 . 0- O I— I H r- w z = , O ~ z 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: 12. PREVIOUSLY DELETED PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee KING COUNTY SLOPES FOR CUTS AND FILLS A PORTION OF SAID PREMISES JULY 2, 1974 7407020231 (Covers Lot 6) 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: VAL VUE SEWER DISTRICT SEWER LINE SYSTEM SOUTH 15 FEET OF PARCEL C AUGUST 23, 2002 20020823000655 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MAY 23, 2000 RECORDING NO.: 20000523000181 REGARDING: DEVELOPMENT EXTENSION AGREEMENT 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: 13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PSIG -ONE LP, A WASHINGTON LIMITED PARTNERSHIP NORTHWEST FINANCIAL CORPORATION, A WASHINGTON CORPORATION BANNER BANK PO BOX 907 WALLA WALLA WA 99362 10017062 $429,764.00 MARCH 7, 2002 APRIL 3, 2002 20020403001708 GRANTEE: PRESENT AND FUTURE PROPERTY OWNERS SIDE SEWER A PORTION OF SAID PREMISES JUNE 13, 2002 20021018000108 Order No.: 10058799 Page 4 of 6 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF SEATTLE, A MUNICIPAL CORPORATION PURPOSE: CONSTRUCTION, REPAIR AND MAINTENANCE OF UNDERGROUND ELECTRICAL SYSTEM A PORTION OF SAID PREMISES OCTOBER 9, 2002 20021017001698 AREA AFFECTED: RECORDED: RECORDING NO.: 15. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PRESENT AND FUTURE PROPERTY OWNERS PURPOSE: CONSTRUCTION AND MAINTENANCE OF A PRIVATE STORM INTERCEPTOR TRENCH A PORTION OF SAID PREMISES FEBRUARY 4, 2003 20030204000383 AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee KING COUNTY WATER DISTRICT NO. 125 WATER MAIN A PORTION OF SAID PREMISES DECEMBER 6, 2002 20030204000382 BEING A RE- RECORDING OF 20021209000511 PRESENT AND FUTURE PROPERTY OWNERS SIDE SEWER A PORTION OF SAID PREMISES FEBRUARY 4, 2003 20030204000379 BEING A RE- RECORDING OF 20021209000509 Order No.: 10058799 Page 5 of 6 d Etx.... w.i�ri. "7:�:.ti'�?K . "' .., : •. � > E :i3.�s�a:tFjfs:�Lic�"i�'�.`651� "'" � . LEGAL DESCRIPTION: PARCEL A: EXHIBIT A Order No.: 10058799 LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. �... .. .:C . ,1.. •..r.•.r.a....vv.�.. �ti�i�vr.r..v., �is14.}�v "w'w T° :J - kel1er 1 t DATE: 2 . 03 TITLE: FROM JOMV/UR 5P6A1 egie COMPANY: C L5 Tv° peAtti e(- 1 LLG TITLE: DEV6ZOPAIEmr EN6'/A.165& DEPARTMEN : DIVISION: OF TUKWILA - PU. _IC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 FAX NO. CALLED 4(25 7 4L .O37S TOTAL NUMBER OF PAGES TRANSM1T1ED, INCLUDING 3 THIS COVER SHEET: SENT BY j is (INITIALS): 3 SUBJECT: ?V c;41,1/yi-d ves-fmed 5h 0 if Ted L01 04k COMMENTS /MESSAGE: Sewer rt-€4 g 6 - (417i-74 Pa/az& yot-z. /3') 41/24s moynio 7 49„. 4803 - 144 57 4 0444 mAdt f‘ / 5t. E x .8/3 S n.e.LC/5 itA seri* t 5 f-evi aat.t.-451-044.e4 Gec. b e cofrme„,/ed --/-tt e s IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: • ' V " . 'SW Ann V I 7 • ;;Xf4....;.:S.:.Z.I.;;;;W;;.■;.■■■■■■■■■■■■■■■;oone:::44“4....C • • • • ,ia•lo:■:■■•••■;,■■ "-• • """.:A4.:.•• • • ••• ••;.;;.:.• • • • S • TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433-0179 09/18/92 z • z c4 2 —1 0 O 0 CO w W —I I_ t u 0 = a w z o Z I- I L I 0 Z • CI) 1= o 1- z DATE: 2. / 1? / 03 CONVERSATION RECORD M N TUE D THU FRI N Name of perso (s) contacted or in contact with you: m ,e /le✓' Organization (o ice dept., bureau, etc.) 1I LS , - oPERT, Es L. L G Location of Visit/Conference: TIME: /0 31 A TYPE: ❑ Visit ❑ Conference i Telephone- Utncoming 0 Outgoing Telephone No.: FOR OFFICE USE ONLY SUBJECT: -PyJ Pit Sound Ihvestmei f 5h0/ 7 P/ L O/- e34‘ SUMMARY: pe(,eG Q ph one call /1#€ J 1 n- tespo -k, ?o 2/1703 Pk) ce S�i' o oa iJ e- � &e. 5PR. '1 G G0/w -2e n-� Pte, ��� / S /Q 5k0i t peat / i. 17,4>u,42-c. # -51262. / ,� 48023 � 4 /3,04.-4 AP i i /l direct h/.5 r / en1 skrt /2 � � ,Lod S 6 cdymec eed 7 Ate �( he Mil s - U Signature: :: �b:(. �✓;,: ��+:" w 44. : }':Lt.�:y + ^Cr'�T'�I.' . '' 1�.` 4Ri�riG� :'+`A,X�%`�`G.45�5�'SS ?. Title: €e JCio Date:.2 7 City of Seattle Gregory J. Seattle City Light Gary Zarker, Superintendent January 28, 2003 City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attention: Joanna Spenser P.M.# 230422 -1 -003 (Request for Release of Easement - -- KC Auditors File No. 6664450) The City of Seattle, City Light Department has completed its review for the request to release the electrical utility easement located over the following described property: The east 22 feet of Lot 6, Block 4, Adams Home Tracts, as recorded in Volume 11 of Plats, Page 31, records of King County, Washington, EXCEPT the south 35 feet thereof; Seattle City Light has been granted a new easement by Puget Sound Investment Group to serve 4803 S. 144 St., recorded under Recording Number 20021017001698 and no longer requires the easement recorded under.King County Auditors File No. 6664450. This letter is written to confirm that Seattle City Light is in the process of drafting legislation for review and approval by the Seattle City Council. Due to the councils current schedule, we do not anticipate that the ordinance will be put on City Councils calendar until second quarter, 2003. If you have any questions, please call me at (206) 684 -3325. Yours truly, Renee T. Brooks Sr. Real Property Agent /rtb cc: Carol Lumb, Planning Department JAI_23 ID03 COMMUNITY DEVELOPMENT 700 Fifth Avenue, Suite 3300, Seattle, WA 98104 -5031 Tel: (206) 684 -3000, TTY: (206) 233 -7241, Fax: (206) 625 -3709 An equal employment opportunity, affirmative action employer. Accommodations for people with disabilities provided upon request. +kia'bX' Document Title(s) (or transactions contained therein): CI Easement • Bill of Sale 6U OlherStreet Frontal Improvement Agreement - Future Lots 1,2,4,6 of Short* Reference Number(s) of Documents assigned or released: ❑ Additional reference #'s on page of document Grantor(s) (Last name first, then first name and Initials) 1. CLS Financial Services L.L.C. '2. 3. 4. ❑ Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. '2. • ❑ Additional names on page of document. Legal description (abbreviated: I.e. lot, block, plat or section, township, range • Portion of property located in the Northeast 1/4 of Section 22, Township 23 N, Range 4 E W.M., City of Tukwila, King County, Washington Additional legal is on page _- of document. Assessor's Property Tax ParcellAccourit Number Parcel # 004000 - 0510/0511/0515 /'U'TLRE LOTS 42,4' 4N0 6 OF 5/11r fLA7 L O / -Q4g Ed Assessor Tax # not yet assigned. The Auditor /Recorder will rely on the information provided on the form. The staff will not read the document to verily the accuracy or completeness of the indexing Information provided herein. When Recorded Return To: C� op TU WILA Cl CL6PK'S OFF /CE 6204 6ouTHC6ivre2 gait) TUkW /L,A GIJA 9f/' (. wE)433- 1, 00 *Plat #L01 -046 bt- /0 PER- P-71 r MI 2 C � -O -- z w tr 2 J U . 0 co w J H w u. = a � z I- I— O Z I— 2 j . 0 CI ww u. O w z O z O Street Frontal Improvement Proportionate Fair Share Agreement 2 Gr4 The proposed development at: Address: 4803 S 144 ST, Tukwila WA 98188 Parcel No.: 004000 -0510 - /0511/0515, Lots 1, 2, 4, 6, " of Short Plat #L01 -046, City of Tukwila. TMC 11.64.020 requires the construction of curb, gutter, and sidewalk frontal improvements for new subdivision. This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. The proposed development property is obligated to participate in funding future frontal improvements, and the owner waives the right to protest L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share based on unit construction costs for the frontal improvements if the City proceeds with construction. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. OWNER: Owner (signature) .-ry cut Date CLS Financial Services L.L.C. Owner (print name) Phone 4720 200th ST SW STE 200 Street Address 3 425 - 744 -0386 Lynnwood WA 98046 City, State, Zip STATE OF WASHINGTON ) COUNTY ss. qor4 On this S day of , 2003, before me personally appeared ifiag VOL (rip k to me known tb be the it(kititi of S LL i 7 , a Washington limited liability Aporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this ,8 day of , 2003. .....,......■•■■■•Vi .n. N I■ . ...70S Le .1 . e y . ..s\ 1 3 N e i , I t II / OTARY o l o 0 "----. , • PUB09 . . .., . -2 d>:*••. ; 1- .•• •fh, ...... .• "OF CITY OF TUKWILA: • , olic Wo s Director a nrC..StAD Type/Print Name Notary Public in and for the State of Washington residing at My Commission expires tlar 2t4 2003 Date lrhittoeyi . . . . . . , , • . — , • . , • • . • • . • . . • • • z • .< . I— z. 6 • 00 u) (f) al • 1.11 -J • • w 0 U- < cn • • 1 Z 1-0 Z . Lu (.) - 0 a OF- ELI Lij I 0 , - , z Lu 0 0 z 20' i 0.6' 10' DRAINAGE EASEMENT LOT 5 0.4' LIMIT OF FRONTAL 40P4 1MRVVEMt�NTS SOUTH 144TH STREET 10' DEDICATION TO CITY OF TUKWILA N87'49'23"% 126730' " J 1 68.47' 57.83' • 4.7' 6,803 S.F. HOUSE 5.4' #4803 9' N87'13'33 "W 69.38' O1 07 tO N PARCEL A _M r_ ‘, ',RACT P * ' 7 ,5 90 S F o • Z \ \c o •ca \t / o =2 i NI �� oi r g L C : I 1j N 01 to N i —. w - �� ^N 1 I In I N r 1 te r ) z' I \ s T a. N87'13 3 1 � "W 72.80' s '■. , '• '''' C) Yr • PARCEL S I \ FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING 3 0' ° - T N87'49'23 'W 545.62' 1 S \ - \ 01s6- 15 1 4, PO ' OF O � (N G K 5.4' 8L0 ��'' 1� w PSH \N 1 1 0US K CIS C0\113°01'( , \ WOOD FENCE(TYP) ON PROPERTY LINE 0.1' F,,____:1 M 0.9' 3.3' 0 • M 126.29' N87 49'23 "W N87'49'23 'W 127.16' SEE NOTES 1 AND 2 LOT 5 /'7 S.F. l. 0,C o - 1 N ' O tO O M N6O,09 p3 E /5' s 112. • 20'(TYP) \ \�'� 10' UTILIT \ EASEMENT tJ P ARCEL 'A � - - - - 12 1 ,t� r wJ 86.12 126.4'(R1) _Af /126.4'(R1)//// N87'53'09 "W(C) 252.54'(C) - 252.8'(R1) / / // /%i /// / rc ;; -,:1.44, :i:..' REVENUE REAL ESTATE EXCISE TAX AFFIDAVIT PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458 -61 WAC SEE BACK PAGE FOR USE AT COUNTY TREASURER'S OFFICE (Use Form No. 84 -0001 B for Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1 -7 ARE FULLY COMPLETED El LEGAL DESCRIPTION OF PROPERTY SITUATED IN ❑ UNINCORPORATED COUNTY Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW Classified as current use land (open space, farm and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofit organization? Chapter 84.36 RCW Seller's Exempt Reg. No. Receiving special valuation as historic property? Chapter 84.26 RCW Property Type: jland only ❑ land with previously used building ❑ timber only Principal Use: ❑ Apt. (4+ unit) ❑ timber ❑ agricultural ❑ other YES NO O El ❑ Lf ❑ C� land with new building land with mobile home building only residential commercial /industrial (1) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) I f the new owner(s) of land that is classified or designated as current use or forest land wish to continue the classification or designation of such land, the new owner(s) must sign below. If the new owner(s) do not desire to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.1 08 shall be due and payable by the seller or transferor at the time of sale. The county assessor must determine if the land transferred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. If it no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land ❑ does ❑ does not qualify for continuance. Date (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) If the new owner(s) of property with special valuation as historic property wish to continue this special valuation the new owner(s) must sign below. If the new owner(s) do not desire to continue such special valuation, all additional tax calculated pursuant to Chapter 84.26 RCW, shall be due and payable by the seller or transferor at the time of sale. (3) OWNER(S) SIGNATURE REV 84 0001a (3- 18 -99) (PD 7- 24 -02) DEPUTY ASSESSOR 6 Type of Document WARRANTY DEED Date of Document 12 -9 -2002 0 Gross Selling Price $ Personal Prdperty (deduct) $ Taxable Selling Price $ Excise Tax: State $ Local $ Delinquent Interest: State $ Local $ Delinquent Penalty $ Date and Place of Signing: FOR TREASURER'S USE ONLY AFFIDAVIT This form is your receipt when stamped by cashier. a w o w l " w ti Name CLS FINANCIAL SERVICES, LLC Street PO BOX 596 LYNNWOOD, WA 98046 City /State /Zip ® ADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE CLS FINANCIAL SERVICES, LLC Name Street City /State/Zip Name Street CITY OF TUKWILA 6300 SOUTHCENTER BLVD, STE. 100 TUKWILA, WA 98188 City /State /Zip ALL TAX PARCEL NUMBERS 004000 -0510 004000 -0511 004000 -0575 COUNTY TREASURER PLACE ASSESSED VALUE IF TAX EXEMPT OR IN CITY OF TUKWILA Street Address (if property is improved): SEE ATTACHED Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) If exemption claimed, liaA nt "and explanation. WAC No. (Sec /Sub) 44 i5 44G Explanation DEDICATION OF PROPERTY TO CITY OF TUKWILA BY WARRANTY DEED Total Due $ 2.00 A MINIMUM OF $2.00 IS DUE AS A PROCESSING FEE AND TAX. I Certify Under Penalty of Perjury Under The Laws of The State of Washington That The Foregoing Is True And Correct. (See back page of this form). Signature of Grantor /Age FINANCIAL SERVICES, LLC BY Name (print) G - VANTlnnu , MANA(;F.R 12 -9 -2002 Lynnwood, WA Signature of Grantee /Agent Name (print) Date & Place of Signing: Perjury: Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum term of not more than five years, or by a fine in an amount fixed by the court of not more than five thousand dollars ($5,000.00), or by both imprisonment and fine (RCW 9A.20.020 (1C)). COUNrIN TREASURER Z . = Z ~ W tY� .J U 00 W = H � u_ W LLQ I Z = Z O 1- W W 0 O — O I— W I H 0 tL O .. Z W U = O Z a 1-/\\..• II IL IVVI\ II I I \I•IJV 1 L{.. 1 11 11....1 \LVI " ; -CON tNUED ON PAGE TWO(2) OF FOUR(?)- DISTRICT, 1 RESPECTIVELY. OTES (NsE�.T' /1/ /1/ 9 p,E,e ��z 1) SLOPES FOR CUTS AND FILLS EASEMENT .AFFECTING THE AREA DIRECTLY ADJACENT TO THE SOUTH LINE OF SOUTH 144TH STREET, WITHIN THE PROPOSED 10 -FOOT DEDICATION TO THE CITY OF TUKWILA, PER KING COUNTY RECORDING NO. 7407020231 (AFFECTING LOT 3 AND TRACT A). 2) 15' SEWER LINE EASEMENT PER KING COUNTY RECORDING NO. 20020823000655.1-- _ 3) 10' SIDE SEWER EASEMENT PER KING COUNTY RECORDING NO. 20021209000509-- 4) 10' DRAINAGE EASEMENT WITHIN LOTS 1, 2, 3 AND TRACT A IS FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2 AND 3. THE OWNERS OF SAID LOTS SHALL BE RESPONCIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE AND DS }GtNG Go�NTY NTHAT PORTION OF THE DRAINAGE FACILITIES USE N COMMON .M. O003�b3 5) 10' WATER LINE EASEMENT PER KING COUNTY RECORDING NO. 20021209000511. 6) GEOTECH REPORT AND REVIEW REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT ON LOT 6, ENGINEERING DESIGN REQUIRED FOR FOUNDATION AND DRAINAGE. 7) 10' PUBLIC UTILITIES EASEMENT GRANTED AND CONVEYED TO THE CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT. 8) WATER AND SANITARY SEWER SERVICE PROVIDED BY WATER DISTRICT #125 AND VALVUE SEWER DISTRICT, , RESPECTIVELY. .)VA JAY 0 t)---EPPOgaideapevr L F ND SURVEYOR BY S PLAT IS BASED ON EREIN, CONDUCTED STANCES, COURSES AND MONUMENTS R SETTING AT A STAKED ON THE DUNCANSON COMPANY, INC. Civil Engineering • Surveying • Land Planning 145 SW 155th Street, Suite 102 Seattle, Washington 9816;; Phone 206.244.4141 Fax 206.244.4955 DATE JOB NO. 02/25/2003 98407 SCALE SHEET N/A 1 OF 4 CITY TREASURER'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND ALL SPECIAL ASSESSMENTS ON ANY PROPERTY THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. EXAMINED AND APPROVED BY THE CITY OF TUKWILA FINANCE DEPARTMENT THIS DAY OF , 20 FINANCE DIRECTOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF , 20 CHAIR, SHORT SUBDIVISION COMMITTEE TUKWILA SOUTH 144TH STREET PROPERTY PUGET SOUND INVESTMENT GROUP SHORT SUBDIVISION MAP ;ALA THI 3ED H 1HE DI ECTLY /ED FO RNERS JMB JTM CURVE TABLE CURVE LENGTH RADIUS DELTA C1 28,93' 35.00' 47'21'20" C2 45.46' 55.00' 47'21'20" C3 61.99' 75.00' 47'21'20" C4 9.73' 80.00' 06'57'55" C5 28.37' 100.00' 16'15'28" C6 28.46' 120.00' 13'35'24" C7 29.78' 38.50' 44'18'59" C8 37.37' 38.50' 55'36'59" C9 32.71' 47.00' 39'52'52" C10 46.74' 47.00' 56'58'37" C11 20.00' 47.00' 24'22'52" C12 124.74' 47.00' 152'04'08" LINE TABLE LINE LENGTH BEARING L1 0.54' NO1'23'03 "E L2 0.80' N01'23'03 "E L3 1.05' N01'23'03 "E 20' Lp 5 0.6' EASEMENT SEE NOTE 4 N87'13'33 "W Il , I .. I co cri cV %%5* N87'49'23 "N' 68.47' 6,803 S.F. 69.38' HOUSE 5.4' #4803 5.9 57 30' II 1ARfEL A I I M I r 0 z EASEMENT SEE NOTE t I 5.4' HO USE # g617 \_ WOOD FENCE(TYP) ON PROPERTY LINE i<4!T 545.62' I K \N r h,0 ,\ N vp NAY , W p,S \ ' �pt wwb sU GRANTED AND CONVEYED TO THE CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT I ,, _ . _ •� This h04 sta s al , 7 4 , ai O � :rata:I, • W MOO 7,288 S.F. C11 / 0 2 N87' \33 "W 72.80' PARCEL E 1)1,2 6,902 S.F. DWN. BY in r �0� 120' 6 6 R47' LS X. X c p \ PARCEL A 126.42' 126.4'(R1) N87'53'09 "W(C) FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING ' 48TH AVENUE SOUTH GRANTED AND CONVEYED TO THE CITY OF_ TUKWILA UPON RECORDING OF THIS SHORT PLAT JMB DATE 02/06/2003 40 J OUNCANSON COMPANY, INC. Civil El,ginoeting • Surveying • Land Planning 145 SW 135th Street, Suite 102 Seattle, Washington 98166 Phone 206,244.4141 Far 206.244.4455 PARCEL C 126.29' N87'49'23 "W 8,519 N87'49'23 "W 127 112.2 (SEE NOTE 6) 6,500 S.F. ni (10' UTILITY EASEMENT SEE NOTE 7/ 86.12' 126.4'(R1) 252.54'(C) - 252.8'(R1) JOB NO. N 80'09' 03" E Maga EASEMENT _ SEE NOTE 2 0 20 40 98407 7,782 S.F. I0 r` L f _ ( IN FEET ) 1 inch = 40 ft. FOUND 2" IRO ciesESU GR;_ T ' AND CONVEYED UKWILA THIS OORRT PLAT EAS EME I or S�E�10� os c" \-0 \ is ieo ■ i i SOUTH GRAPHIC SCALE STREET ie. TUKWILA SOUTH 144TH STREET PROPEf PUGET SOUND INVESTMENT GROUP z 1 z W 00 0 CO J I. H (0 W Q co ▪ W Z zO Lij � p U a W H � LL O W z O~ z • • Facsimile Cover•Sheet CLS PROPERTIES, LLC 4720 -200th Street SW, Ste 200 *,Post Office Box 719 * Lynnwood, WA 98046 , Direct Line; (425) 329 -0208 * Office: (425).744 -0386 * Fax: (425) 744 -0375 From: Jim Keller Date: - . 7 'd 3 ' • ' CLS Financial Services, LLC • 4720 200th St SW, Ste 200 ' ' Post'Office Box 719 • Lynnwood, WA 98046 -0596 ' To: y o ,. .. n �� �' s :,�,. • P ages including cover: . / �.� J �,s ..∎∎z: , .2., 5.- ' - .:94.<;(5" • Fax.• #: • , • Re: • ' S /.- . o f a' .tie /, - o so'" _ gr4, 3 .' °may ' s - / , S .e;- Comments: • • • , ��-- J '. 1�•d� �s� / . 1 15 3 0„ / . ` / / • ' llt 48 3 • 0 - , 7 /5 Y Is ' /T SH40 ON > lit f -#97 " • The information contained in this facsimile message may be client' privileged and is confidential information'intended only for the individual or entity named above. If the reader of this message is not the intended recipient, or the employee or agent responsible to deliver it,to intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone, and return the original message to us at the above address via the U.S. Postal Service. Thank you. FEB 19 '03 10 :39RM PSRESG P.1 /2 +'1. '. 'ta, " %4`3�"t:g•n •,^�..r *:c:1:M tgz ". rs ^ta :N CURVE TABLE CURVE LENGTH RADIUS DELTA C1 28.93' 35.00' 47'21'20" C2 45.46' 55.00' 47'21'20" C3 61.99' 75.00' 47'21'20" C4 9.73' 80.00' 06'57'55" N 0 N N8713'33 "W 69.38' (LOT 21 in 7,288 S.F. C11 / p p M /ry 4 L0 6 I I 1 1 -S \ \ N 87'13' 33 "W r 03 0 0 z 120' 6' 9 R47' 126.4'(R1) N87'53'09 "W(C) FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING '\ 5 L cE prrnpninl(_ n� rte) 0 z — 0.9' 0.1' 48TH AAEE A SOUTH B� Ai4.14 CONVEYED TO THE CITY OF WOOD FENCE(TYP) ON PROPERTY LINE P AR►,EL c" L SOUTH H O U S #4 3 126.29' N87'49'23 "W LOT 41 8,519 S.F. N87'49'23 "W 127.16' LOT 51 7,782 S.F. 1.‘80 Og'03 11E (LOT 61 10 241 'S (SEE NOTE 6) 6,500 S.F. \ In' IITII ITV I• r A CEL A \ 86.12' 126.4'(R1) 252.54'(C) — 252.8'(R1) EASEMENT _ SEE NOTE 2 TUKWILA UPON ! GRAPHIC N 0 0 cD 0 ED 0) 0 N) w N TO THE CITY OF TUKWILA UPON RECORDING OF THI SHORT PLAT \_01 9 FOUND 2" IRON PIPE 1.5' ABOVE SURFACE GRANTED AND CONVEYED TO THE CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT EASEMENT SEE NOTE 3 SCALE 145TH STREET �� 45 z ~ W 00 U it] = F- �w w I z � Z O 0 W U o� w w U o w z U O z File: LO1-O.O46 35mm Drawing #1 -19 CURVE TABLE CURVE LENGTH RADIUS DELTA C1 28.93' 35.00' 4T21'20" C2 45.46' 55.00' 4721'20" C3 61.99' 75.00' 4721'20" C4 9.73' 80.00' 06'57'55" C5 28.37' 100.00' 1615'28" C6 28.46' 120.00' 1315'24" C7 29.78' 38.50' 44'18'59" C8 37.37' 38.50' 5516'59" C9 32.71' 47.00' 39'52'52" C10 46.74' 47.00' 56'58'37" C11 20.00' - 47.00' 2422'52" C12 124.74' 47.00' 152'04'08" LINE TABLE LINE ' LENGTH BEARING L1 0.54' N0123'03 "E I L2 0.80' N0123'03 "E L3 1.05' N01 "E RECEIVED SEP 2 5 2002 COMMUNITY DEVELOPMENT DEDICATION KNOW ALL MEN BY THESE PRESENT THAT WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE SET OUR HANDS AND SEALSI NAME NAME NAME NAME STATE OF WASHINGTON COUNTY OF KING ON THIS DAY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF ,20 STATE OF WASHINGTON COUNTY OF KING ON THIS DAY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF ,20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR SHORT PLAT NO. CITY OF TUKWILA, WASHINGTON SIGNATURE NAME OF COMMISSIONED D TITLE MY APPOINTMENT EXPIRES SIGNATURE NAME OF COMMISSIONED TITLE COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED THIS DAY OF ,20 MY APPOINTMENT EXPIRES RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF , 20 , AT MINUTES PAST M, AND RECORDED IN VOLUME OF PLATS, ON PAGE , RECORDS OF KING COUNTY, WASHINGTON. DEPUTY DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS PORTION OF NE 1/4 of NE 1/4, S. 22 T. 23 N., R. 04 E., W.M. LEGAL DESCRIPTION PARCEL A; LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; PARCEL B; THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; PARCEL C; LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. NOTES 1) ROAD AND UTILITYIE EASEMENT PER KING COUNTY RECORDING NO. 6613683. 2) ELECTRIC SYSTEM EASEMENT PER KING COUNTY RECORDING NO. 6664450. 3) SLOPES FOR CUTS AND FILLS EASEMENT AFFECTING THE AREA DIRECTLY ADJACENT TO THE SOUTH LINE OF SOUTH 144TH STREET, WITHIN THE PROPOSED 10 -FOOT DEDICATION TO HE CITY OF TUKWILA, PER KING COUNTY RECORDING NO. 7407020231. 4) SEWER LINE EASEMENT PER KING COUNTY RECORDING NO. 20020823000655. CITY TREASURER'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND ALL SPECIAL ASSESSMENTS ON ANY PROPERTY THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. EXAMINED AND APPROVED BY THE CITY OF TUKWILA FINANCE DEPARTMENT THIS DAY OF , 20 FINANCE DIRECTOR COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO. THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS AND FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF ,20 DEPUTY KING COUNTY TREASURER KING COUNTY TREASURER TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF ,20 . CHAIR, SHORT SUBDIVISION COMMITTEE SURVEYOR'S CERTIFICATE I , JEFFERY T. MOOG, PLS , REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. MINO 111•M 20' 0.6' 10' DRAINAGE EASEMENT �. 11 86.1 252.54'/126.4'(R1 C) 52.8'(R1) / . EASEMEN EE NOTE x / 10' SEWER 1 /AEME T LOT 5 M ad 10' DEDICATION TO CITY OF TUKWILA N87'49'23 "N 68,47' LOT 3 6,803 S.F. d -S W 5 9' PARCEj. A M I r W 4487'13'33 " W TRACT A la 69.38' h 1556 S.F. 0 o o I •4 LOT 2 7,268 S.F. • Cl 1 �2 3� p0 ',,,„4A 1 LOT LvI HOUSE N N 5,4' N8713 S "W ... 72.80 PARCEL E N LOT1 - ..,. -. P ,2' VW. S.F. DWN. BY I IIIIIIIIII1III IIIIIIII II� ,L,JI �IIIIIII�lII)� I IIIIIIIiII IIIIIIIIIIIIIIII I I I 4 'q'„'; 5 6 • VESTCOTT'� ✓ �, 1 51iro,an.. .. , . 12 , s 10, A. ti PARCEL .42' 126.4'(R1) N87'53'09 "W(C) FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING JMB CHKD. BY JTM N a 126.30' 57.83' SOUTH 144TH STREET T T 30 ' $I 20' 15 I .9 SCALE 1a/100' RECORDING NO. } 4.7' • 5.4' HOUSE WOOD FENCE(TYP) ON PROPERTY LINE - 0.9' .- - 0.1' PARCEL C 1� SEE so 0 313 0\ DUNCANSON COMPANY, INC. mg Bedew* • tiurvoyis lad 145 319 MA &met Sado 102 Sea# Wa higWOn 98166 Fbon. 206244.4141 Fax 206.244.4435 DATE JOB NO. 09/18/02 N OME PMS p,�S g` °C � , A� X31 N `N ��pN RPp'(S UNIsl' WPS 3.3' 126.29' N87'49'23 "W I I'll 7 L / L121_4 8,519 S.F. N87'49'23 "W 127.16' NOTES 1 AND 2 LOT 5 7,182 S.F. 98407 SHEET 1 OF 2 N87 "W 545.62' 0 0 N8 0109 1 03 " 1 12 ' 24 LOT 6 I 20'(TYP) 6,500 S.F.I f�''N 10' UTILITY °.° - EASEMENT I o z GRAPHIC SCALE 4//0/ A.(/ VOL, /PAGE FOUND TACK IN LEAD IN CONCRETE IN CASE DOWN 0.9'- SEPT., 1998 111111= 11MIND 9 /7 /Z /72 FOUND 2' IRON PIPE 1.5' ABOVE SURFACE 8 0 PUGET SOUND INVESTMENT GROUP SHORT SUBDIVISION MAP TUKWILA SOUTH 144TH STREET PROPERTY REFERENCES 1) ADAMS HOME TRACTS, VOL. 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. 2) SECOND ADDITION TO ADAMS HOME TRACTS, VOL. 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. 3) RECORD OF SURVEY, KING COUNTY RECORDING NO. 9005239024. 4) RECORD OF SURVEY, KING COUNTY RECORDING NO. 8112319001. 5) RECORD OF SURVEY, KING COUNTY RECORDING NO. 7310030528. BASIS OF BEARING THE MONUMENTED LINE OF SOUTH 144TH STREET BETWEEN 46TH AVENUE SOUTH AND 51ST AVENUE SOUTH AS MEASURED THIS SURVEY AND REFERENCED TO WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE, NAD 83/91 PROCEDURAL STATEMENT THE RELATIVE POSITIONS ON THIS DRAWING REPRESENT A FIELD TRAVERSE REFERENCED TO GPS CONTROL POINTS DIMENSIONAL NOTE DISTANCED SHOWN ARE GRID VALUES. TO CONNECT DIMENSIONS TO SURFACE DISTANCES USE THE COMBINED FACTOR OF 1.0000030414 SURFACE DISTANCE= GRID DISTANCE /1.0000030414 CONTROL POINT DCI NORTH (DCI CONTROL) BAUGH (DCI CONTROL) SHORT PLAT NO. CITY OF TUKWILA, WASHINGTON CONTROL POINT IS "HAROLD" REBAR & CAP (DCI CONTROL) IN THE SOUTHWEST QUAD OF THE INTERSECTION OF INTERSTATE 405 AND STATE ROUTE 167 NETWORK TIED INTO THE HARN NETWORK. ELEV.= 27.015' (LAT- 4728'02.72146 "N LONG- 12213'15.63095 "W) JIM (DCI CONTROL) PAUL (DCI CONTROL HAROLD (DCI CONTROL) CERTIFICATE OF CONFORMANCE THE RELATIVE POSITIONS ON THIS DRAWING REPRESENT A FIELD TRAVERSE USING BOTH CONVENTIONAL AND GPS SURVEY EQUIPMENT. RECEIVED SEP 25 2002 COMMUNITY DEVELOPMENT J.MOOG (DCI CONTROL) HAFF (HARM) SCALE: NTS PORTION OF NE 1/4 of NE 1/4, S. 22 T. 23 N., R. 04 E., W.M. LEGEND LOT 20 LOT 1 IMES VEND T 63 48 ) - 632.0 1 I LOT 2 LOT 3 I FOUND 1/2" BRASS PLUG I I WITH PUNCH IN CONCRETE IN CASE, DOWN 0.6' 1 SEPT., 1998 LOT 19 I I LOT 18 FOUND 1/2" BRASS PLUG LOT 17 WITH PUNCH IN CONCRETE IN CASE - SEPT., 1998 631.22'(C) - 632.0'(R1) WINN • SET BAR & CAP, L.S. #30023 B SET MONUMENT IN CASE, L.S. #30023 O FOUND BAR & CAP, AS NOTED ® FOUND MONUMENT IN CASE, AS NOTED (M) DATA PER FIELD MEASUREMENT (C) DATA PER CALCULATION /PROPORTION (R1) DATA PER SURVEY REFERENCE NO. 1 (R2) DATA PER SURVEY REFERENCE NO. 2 (R3) DATA PER SURVEY REFERENCE NO. 3 (R4) . DATA PER SURVEY REFERENCE NO. 4 (R5) DATA PER SURVEY REFERENCE NO. . 5 5 NOVAE -cRp,cis 11 Pp P A KIN IL 19 S 144TH STREET N87 "W 1318.38'(R3) - N87•49 "W 1318,52'(R4) N87'49'23 "W 1318.41'(M) - 1319.4'(R1) 1262.53' C r LOT 4 OM, MEND 0 d LOT 5 7 IIIIIIIIIIIIIIIIiIII `III I I`'411 II I IJ I�. IIiIIIIIIIIIILIIIIIIIII ,IIIIIIII , 2 loch t. n+ - k V(/,STCOT.r , • Slnre,len° .q y1 t 9, I 1 1 1e l L... �y... L... ��... L. ..�E...I••..�Z.••i,••.��..•lw�� Ir ^ - 252.54'(C) - 252.8' N87'5 jk 0 (2 d FOUND BAR AND CAP I ILLEGIBLE LOT 16 : I 0 r� w in 1+M oI 1262.30'(C) - 1264.4'�R1 N87'56'55 "W 1317.28'(C) - 1319.4'(R1) N87'55'58 "W(R4) S 146TH STREET 100 LOT 15 100 200 ( IN FEET ) 1 inch - 100 ft. RECORDING NO. MEM .10 rt; — 7 V° 47LOT _ 14 Yt/ GRAPHIC SCALE • DUNCANSON COMPANY. INC. c u . ,,„a„,rl., 14S SW ISSth Spur; Suite 102 Sroplr. Washington 98166 Piave 206.244.4141 Far 206.244445 0 FOUND TACK IN LEAD IN CONCRETE IN CASE, DOWN 0.9'- SEPT., 1998 STATE PLANE COORDINATES N- 176235.100 E- 1285006.931 379.31'- 37976'(R1) 400 LOT 8 LOT 9 LOT 10 LOT 11' LOT 13 /378.59'(C) - 379. 6'(R1) VOL. /PAGE MOM CORNER CALCULATED FOUND MONUMENT IN CASE AT INTERSECTION WITH S 152ND STREET - SEPT., 1998 STATE PLANE COORDINATES N- 173602.573 E- 1284947.494 N CO LL co c i v v I ' , CO Cd re) h' T z N l z 'TUKWILA SOUTH 144TH STREET PROPERTY PUGET SOUND INVESTMENT GROUP SHORT SUBDIVISION MAP _ _ t - - -. - i4 '' 41frfkillT • T ) i f ) ' 1 sC 1 - - 10 3 ... '1 ,., Z - 3 - 4 • . S , G z .021.4 JI•al el ., 10 ' si i; 4. t , j1 zo et.. 7 19 • 18 17 • 16 a 15 14 13 IL II 116) , g 20 , e. • 19 • 18 . 17 . 16 15 14 i ,i o f...L. . • 19.. C C S 1) (4 • , , Z1 N:' 1 4r011ifILT14 • '"? 2 . . Slit LET: 1:7 I ', „4„. „. ,.., . 1 ' t i *.) ': ' I 3 • Mar, 1 • • • . J // ( • ter O i ZS., \ .' '`....r ) ., C., . 0 ; ) ......,.. ...;;; 0 :3 D , A z o 19 18 17 16 c . tl t r05 , G) I Z y '4. Q.:: ..,.."); )f) ,!e • 19 15 . 17 16 15 s . 14 A /2.4 :)) I I . / -....... ■ a 15 a 31150 q 4, lig e.011k 41i.-F.S,-,......13...1.,... -4...ii.- -1WriliblEIVI.- I 5C fI 111111;/,..Q .2 0 O ,Wer 8&viid •Rclefition, 10 ADAM ./7/poma don /6 /906, A:LISmitY1 Chatiman, Barna a/ Coun/y ‘contrmastorxrs. 2 ; • oxs GR I 1 7 Thi, Ado/ a 1 the :Sew& ifottokon /o A:01770 7-lame Waal" coMonSes oil 7 .63 N. R.4E. &M. cgep Z . (561117 h tlx nonh-edal .5 7 / 1z onw irl/hb/ l'idn/ is of #v 14 ea/het as • 9 0 H WOE DEDICATION /4t °by 42/11/6 CO. WASH. 'T'FRAC*1 "OW ALL MEN BY THEM' ATEBEN71.5 /Yd, Chas. E./lad:ma arra Atreira 41ams 114 trik, al /tiny at Walk own- a in lee •senile* o/ lona embraced( Ml Ore a/Wax-arra' •fa'./YrOp./b rfciorn1 Home mai hereby aeaare thredolot are ciedieole 10 the use of the joubiri o// s/, and orendess lo/allee/ hereon. Orpe-ss a/Ph: chnoory ." / W.0 0 #74 Charlds..A. Artehd-.4 anis ?/<,) • • czmbmg far record ol); clan. /9 /vas 0/.1,4 *if a z a F '. C f u ;9 . --•••• ) ACKNOWLEDGMENT cale 116sh v klt n j aa. Th/S 147 Len* 00t 011r 016 ciontiori.D.100f, 0 6,4 7c fe *, ntu 2.5t/rgg persna& o/ 00' C/W;.(4,407m.1 ore Ante/ra wik ifnown lb be the dialWaecrals eleir ft /n nee/ and sealed ..sanx as re4, Arolunkyy a ar:Aa 0• 70' pl.gpatarS tle-rem mentrorted ,S6 f iken71./O0 de Inq,./lande Q XV/ /he dy.one / yea/ nrsr (wo• e orRen. . . . . .. . ...... ' • . . ' . . . • 5 1 I I I I I I I I I I I 1 0 6 1 W l l fir( ri I I 1 . 1 1.i Pil 1 ,1,•11. 1 ; 1 11 IA Id) 1 1_41±1 j I I I I I 1 Inch mo • • AVESTc0211:.! ; ; . • 4 i„ I Dem ' Y 'edirt z eMr" 01:117 weltf.v. Hermon a "'ye Nahrer ,h'X /bond.* t&t5rt2/e ofilbrizaye.n. ,es/n9 o/ g.leal//e. RECEIVED SEP 25 2002 ogatireNT 90 • is Om • 4', ,,• c 1 4? -rwp. al,-.ti ��'�> DEMICATION /(NOW 4L4 MLN a v rN699 pfc•6NTS. That 'Wo, Chos. E. Adams and Ame lia M. Ademo h/e win., of M/ngCo✓nry, W .eh/nghn owners • tia tae aimpo/e of the /ono embroc% ed, in th /rp /ot otrAdoms Noma Trocts ho.6y dac /aro this plot ono• hereby d d• /cola ro the tome of Yno pub// "ono von a// s and avenues plotted hereon . l4itness our hone/ and fa ./ this 2411/ Woe, of Oeeamber A.O. /903 •iynad ono seo/ d Char/.sE.Adowas on pr.s.na- of Ana/ a M. Adorns H.S. Fs y. H. B. Hoyt 284 r. %.d for reord at reques of Chorta. C. and q /'o M. Ado n ✓ . /904 aYSJ nun. ,etoer /RM. n ,9., ad in by/ //i6F p/o�tryyJp�rlto 3/ Re orca'e tr ng Cp ✓ W l ,.......,,,,.../ - 5.17w ny \ ti , • ,) .1... . )� ..30 ww le t C \;`•� Cci JM' - .....C . C. ) ::-.. DESCRIPTION This p /ot of Adornso Homo T cra" mpprie.s o// of r,"a MoHh ye of rh. magi, ' the nerlh fa o fOho N.I4“4 of 3".o.9e•7Wp. 93111-174 ,,,/, o/ The /to/ point is 80 et, Sour," of the Al W.CI", erSec.@ a os e hOwn onp /oh P /ot op/prove. Nair Sib of of✓on, 190f I? or eaesnry ewiwyor Approu.a ✓andef /904 Chores Choir County C_m<st Ora DUNN, COALE ono DUNN Nov.onaO.e.1e03 Sea MOT MOO,. Scold. /Martelinch . (t. n�d. ACKNOWLEDGMENT III III. 11 11 III. .III III Ifi "I J i.l!. I,I!.III !,ilI11,1 111 .III IIl III III III 111 III ICI lIl Ill Inch' 1.10 AVESTCOTT u I I SIL 1111 I 111 7IL 1111 I 111 1 £IL 111 I 1111 I III I1 I LIL III I IIII O I L nlllll 1 I 11�1111 I111 I 11111 l Illlillll l II11�1111 II1 I 1111111 I 11 I IIIIIIIII IL I III W3 I 11111111 I1 11111 �IIII RECEIVED LSEP 25 2002 COMMUNITY DEVELOPMENT o.14 .03 .Stars or Wfsnvno row1 5.. ra Co✓wry or k /no 1 ts t Is to terrify • that this 24./0 day Ooa.mber A.O. /903 bofon undersigned, a N o o/ry Pub //c /n on fb .Nqe Stoat of Woshinghn. du /y m coma ion d'dnd aware,.ppoe..��Sono //gqqp- E. Adorns and ...who M. Owns Farad Inn dr. a/ne known to be the iisdividuo /s dsar,�.6.d4n and who euccut.d, the fore - q /Hq a ,�n"rumont. and oeknoW /Cdq.o' ro rra.rrtatsf•Ns eymgn. v d O ondse ory o/ drhe aa.no �� YYhh} f d / r r d d d tee 0n fo t'ta ue.e o' p f un po.es h t. n n mon_ d ay t o , a yao a f' at o,. hand w i rh. I •) Herman S. wry. � .(Vcror . /b /le apsa !or rha Sra r Womb- noaniahnq or Seorke 1� - -- = ,- K - CE 9 ___.._. -- Ciy ir 2 3 4 5 6 7 8 9 10 ii n ; 'WV 1110.•. 7 4 371... 3iCe !! yy l! 1 9 p� t, ,. '•yam , 10 / ., 1 S 19 Y ► h ao 19 is 17 I6 15 14 13 la II o _ 19 151 17 I6 15 14 I � ' \' - \ c''C C\ STREET , — ' r ^ ^.,�.. J ( 4 I 1 I 2 3 4 3 6 1 , j f � , Bf . 9 )y 2JbI'P 4 . " , n 18 ate . I EO n rue 19 18' 17 .. I .1 /15 - • 07: ji ) 1 a uee ..o n 20 19 IS 17 16 15 14. : Ms..* .. .. I.ay. Wz 4', ,,• c 1 4? -rwp. al,-.ti ��'�> DEMICATION /(NOW 4L4 MLN a v rN699 pfc•6NTS. That 'Wo, Chos. E. Adams and Ame lia M. Ademo h/e win., of M/ngCo✓nry, W .eh/nghn owners • tia tae aimpo/e of the /ono embroc% ed, in th /rp /ot otrAdoms Noma Trocts ho.6y dac /aro this plot ono• hereby d d• /cola ro the tome of Yno pub// "ono von a// s and avenues plotted hereon . l4itness our hone/ and fa ./ this 2411/ Woe, of Oeeamber A.O. /903 •iynad ono seo/ d Char/.sE.Adowas on pr.s.na- of Ana/ a M. Adorns H.S. Fs y. H. B. Hoyt 284 r. %.d for reord at reques of Chorta. C. and q /'o M. Ado n ✓ . /904 aYSJ nun. ,etoer /RM. n ,9., ad in by/ //i6F p/o�tryyJp�rlto 3/ Re orca'e tr ng Cp ✓ W l ,.......,,,,.../ - 5.17w ny \ ti , • ,) .1... . )� ..30 ww le t C \;`•� Cci JM' - .....C . C. ) ::-.. DESCRIPTION This p /ot of Adornso Homo T cra" mpprie.s o// of r,"a MoHh ye of rh. magi, ' the nerlh fa o fOho N.I4“4 of 3".o.9e•7Wp. 93111-174 ,,,/, o/ The /to/ point is 80 et, Sour," of the Al W.CI", erSec.@ a os e hOwn onp /oh P /ot op/prove. Nair Sib of of✓on, 190f I? or eaesnry ewiwyor Approu.a ✓andef /904 Chores Choir County C_m<st Ora DUNN, COALE ono DUNN Nov.onaO.e.1e03 Sea MOT MOO,. Scold. /Martelinch . (t. n�d. ACKNOWLEDGMENT III III. 11 11 III. .III III Ifi "I J i.l!. I,I!.III !,ilI11,1 111 .III IIl III III III 111 III ICI lIl Ill Inch' 1.10 AVESTCOTT u I I SIL 1111 I 111 7IL 1111 I 111 1 £IL 111 I 1111 I III I1 I LIL III I IIII O I L nlllll 1 I 11�1111 I111 I 11111 l Illlillll l II11�1111 II1 I 1111111 I 11 I IIIIIIIII IL I III W3 I 11111111 I1 11111 �IIII RECEIVED LSEP 25 2002 COMMUNITY DEVELOPMENT o.14 .03 .Stars or Wfsnvno row1 5.. ra Co✓wry or k /no 1 ts t Is to terrify • that this 24./0 day Ooa.mber A.O. /903 bofon undersigned, a N o o/ry Pub //c /n on fb .Nqe Stoat of Woshinghn. du /y m coma ion d'dnd aware,.ppoe..��Sono //gqqp- E. Adorns and ...who M. Owns Farad Inn dr. a/ne known to be the iisdividuo /s dsar,�.6.d4n and who euccut.d, the fore - q /Hq a ,�n"rumont. and oeknoW /Cdq.o' ro rra.rrtatsf•Ns eymgn. v d O ondse ory o/ drhe aa.no �� YYhh} f d / r r d d d tee 0n fo t'ta ue.e o' p f un po.es h t. n n mon_ d ay t o , a yao a f' at o,. hand w i rh. I •) Herman S. wry. � .(Vcror . /b /le apsa !or rha Sra r Womb- noaniahnq or Seorke 1� / i• - O // %)/ d f it "* Ns...›1 / re(t.e / t l ygthrign - t8 Aforrie .7 Mitio/Anitto • 5c.2 1 n ,r /V) STrhz,. 11.0 • / e tff i • / N /(9) II • • '-9179 ) f'7 • / / 7 ) f e' s2 " - • t•• 't '-,/ /// // / // p / / .) fyj 3 074,0 4 3-5.3 310.0 6.0 0 rt 460.6 4 3 a la.S re If ttri A: rt; 41- .; vo -3111 0.1.0 a 103-0 1118.49 3 2 Paso VEILS 3I 30 lame / • 7 • ao .aa 27 ( / / / / 2 ; J. 7 / 7 Koo o '7 P -c3/ 7 / / 2: 29 28 a-r 26 25 • 23 N st wit4+0141, 13 24 12 23 14 83 13 22 (Lir/ • ?%--; / -/ • 15 22 •• 14 21 / /N ( / n vi I6 ai 15 80 17 20 16 19 : t I lea P.S I011.8 19 30 I IMO 3* 1 [1 11 i 111 11 '- I I 51 6 WT-Si . cy. ": " "OR. 1" 1.111111111111111 1111 I 11 Inch ldG 'WESTCOTT® Sinter872 gooSy3 9 � 1 � 1,1.11).1j /7/47 6 e 4k ORTION OF THE NE '/4, OF THE NE I /4, SEC. 22, T.201 ; 8881 ; .-) ' r / ' f� J // i ` ( l' V wiL17K.tQC.ir P0070 TOP VA-4W. 41.4' Lestr w/O 91 P109 iv'PG/ACN . , „stow 12 /3 /i4AN lilt /3/gi5Y5) fo6770 ,71M?. r awe '441x4 Cone. wawwwes Awe 1.,„ 1 scfia, .OF FOURD PON /n ARSE- - C"eRRES,E w /PONCN .70' oow,, /n Lb/70. ; 041'2 0.15's ; 0 RAND CAWED /'2.1. WITH 1441' ooNN0.1; 9.61'L J' olt's or/Nrt; Also FOUND RR s/,.CE o.NcxagpS of /Nrx i _ \ -2r • ✓/frve Na4 C'1 °fr/v 44c044"l Mgr. Supt. of Records RECORDER'S CERTIFICATE 900437034 /r4 filed forjecord !fhi 1 3 doy of ,197o at &M. In bootat_ofl�at page 3 nt the request of Paul S. Anderson. A/ &Ma'am" Iw tr /B IV Zi3z87'(5) :63RM'ki,4s //} m,q - 01e.58'„ /3/452'(5) 1 5qaAAf N 0 ! E 4 4 } W "23t32 '"'"v" . <7.1;i C ,t e$4p)4 . REOHCS' / L791 A I I E' gp Meof' E L /PA/ •✓ 13 17 P G. 31 ve. a./ I ,' 1 �i / /'' & f { /G J f . rkjii / 16 1r C I ,..„„ o/ w tdo7r)� 6 15 s Milstsr. /7011? pSe'Sx 4. 3k 1s) SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my dira'ctlon In conformance with the requirements of the Survey Recording Act at the request of Kun S. Mun In May,1990. 6 4f. Certificate No. 15639 mum mon. m CASE - w/L w/ A/117011.40' prepared by' l7 , r,Y._P,..4473'N., .Sr'W I • �, - n 1.0M *Away.; oceg 4te7tW / • 22 23 Lem yes lA 1/ i' rbAr mama ? OP tors r 99D 'E //d eLQ' (5 of F740716 1191110" 1:911=9, ACCO90170 MINE AVAT'TilAS!!r D ReAORLiel, 077 MO/ff/ II OF PI[ 913; NAM d/, /WOWS ON" Ary A /'y We nn; 7VASN//.4^ron, D seemed AS FOLLOW" • /d e901 /11/m?Q AT 71/E me7NEASr ct:HVOR a' 8•StO LOT e mercy W 9Q 7NE' E. eine 0 /0 COT, NORM t•os' 19"4457" 170.67 P't/ TNA• E/S A4iD K'E /49Lor; RRLLEL TO me !WW1 1/11e" 1, OF SAO LOT C, ma9rN C7 /Year ,rb.+ "EST, AWE Q4 4EStS, 7D 7700 {year L' s move mow JWA0 wear ew,e dvra7Y /•ar /9•e9 r /,17.19 FEET, Mafe ea! CMS 7t7 A MeV 30 /EEr No t,ietst Y /IS /7ACI7SON,'D.4Lo•A^ 39/0 WEST 11/12." P4 o? )NE eMY/7NAPE Y taw 4t 9/O LOTS 11100 E/ MAW WEl7E)PLY fNRA•LLEL 10 aft/0 ovum L/nlE •9 O4 O. 1111. FEOI 7O r,jE wear Awse QF 6A/D ear t r mEncE SOL/m ear M• mar Rom MAD weaL,nE R DASr9A2rO r TR GJ C' E q41 ? 7N$ '&7rgN,50IT L Oareb AA9 LOTS / 4WD r, 9 o/smfcc of rsr.eepeer m rib Panr AL 8,7uNTE ,n me QAVmTY Of A900, BTRTE of Witte /gd'len • \...,�1 f t 1/`? r Stepan & Assoc afi /Inc. f / i c.) 33505 13th PLACE SOUTH f its,_ FEDERAL WAY, WA 98003 (206) 682 -4771 R 00/17A,ns• t3,348 s.f BOUNPaY KUN S. MUN 6502 - 23rd Avenue SW • SEATTLE • WASHINGTON DWN. BY �,. TI-F1 DATE • • JOB NO. MAY 1990 41899 CHICO. BY PSA SCALE I" • 100' SHEET 1 OF I 11� III 111 III III III 111 111 111 11 I 111 I 111 I III 3 � 1 .s. I y 4 ' s 1 1 5I 6I norES � /; /. 1. LE RB L asszyl PT /On Alt7N D sr.i -alga P /Q//si7t, awry 57, i E F /ELO.yeelrV fCRfl WEQ tjh9/�Q W f14,�79O 71 471 Y /, t!!O. 3 TN 6 N„ wen PNEPRRfDfIY / f, Y J / / T , 1 /lG / �� > : ma - Realer 4. eauMN6NT 1/SEDI WIZ SET 4 TOTAL STATION. '� / /`j 5. ALL awohmeves SAVA NER><DQ OceoP /s0 AIR/44 Pled s€€XNtY / A'EFiRLNCio /A, wore 2 mom- mom- r., L''''', 7 / I, 1 . / ) 6. aerate/ex : AMtAK NAME TRACTS A'Etcielso ;W MANZ /16F ,e4r3; t r 7 / RUC 37, aeons If A,' /A/4 co wrY, wA m/crow. f , I 1, RefeRE&R: wxviv coAaeo w . *alma, H OC'ways, PASO , � � { / trews of wws cowry, NNSN14/cro11 /'} j "" 7 _�A O. 6 4s,5 r r 0E404 : 10ie/7 /CAL NMI 9uRN: esateApe /N Nere 7 40.994. ^- ' i' f M , ,� ‘ is ./ .7 r ../ 4, 9Il bll E l 3 111 '01. I . I 8 ... IL • 9 I ern l 1 1 11 111111 111111 11111111 IIIII II I II II I I I I I II 111111 111111111 II II I II 1111111.111 IIII II 1111111 1 1111 1111 • • RCEIIVED SEP 25 2n117 CC)MMUN I I t' DEVI_I..Op1LiEiv7 8112319001 SI RECORDS Of NINO C011 T.4111/YINOTOV'. k,/ ° • DEIYO7ES 4? IAC IRON ROO SET c0- �1 117TH Act cAP SETAT MomorrQOMIW S l : V • moms ozec MI01Y'S stir sr NM MISTY �r ye • east NMI CASE mu's.. oft ISM AYC .fit O./f' S or s. 4fm sr = T /5.770 r es_�Y ss0. 1INCAS • ST 'N t•J G ir PLO' NI. II MCA ISM Sf MEAS. • SOU sr. /. 81113190,01 / / J qi • . u } ',ir'x/sr ~I CAM ?moots ,arifism,e.+r ; \->1 ff� V jr-1/2, i/ i / j am - \1 . - ' / SCALE. 1 III 11.1 I .II`I 111 :1� 1 '�{t III III )I 111`1 III III 1.1 III 111 I I II 1I l I II'I III 1 I l 3L ` I' .:I11 ICI . r '' r:41 �I :,r.� 1 l. 5I I I. III I ICI 6I ' Inch. • • 1r16` • WESTCOTT° Since 1872' . yii ,.. ; I . ZIP . .. iI� O�1 I6 . I8 . ...... I9 ly .. I � f£ I Ii. w o l II IIIII!I i111111n III I )u nlilun I III111IIInllluu IItI I! 1111111 111II11111 11II11I11 I1.11111111111111 1 1 C RECE ir— SEP 2 5 2002 COMMUN DEVELOPMEN1 1%* 40 4 0 0 • 9 ? ) 4 -0 18 )5 20 31 411 195930 c 18 8,4 118 100600 • b lit' •1 21546fs 2 291400 390600s TAT 3910600 391660 S 146TH ST c, \'‘` 14 x. di . 4e; - 4 , • 39260 6500 C00 ' Moo . 65000 r 65330 .0070 '4000 0000. • • 2394000 2000000 ' 416 ','72650 (9, 1340 4 14 19600 74 , mewl. 3693400 3794000 1291300 21.4 5 AHV 5 1100 4 8 \ere timI „, ( 4 1.01 I -It -novo I , ose4 1 '22 23 ru S P 101 3 200012 001694 704090s 16 LOT 2 lHIII Nl i j 1 5 1 • .• -W •.•,..•••••• •,,,, • . I n c h 1 10 • • • .0••••••••••••• No L99-00 NE222304 SPU 557 1 100' may 03, 2002 a RECEIVED DEC 1 6 2002 purRablEs !\ • CURVE TABLE CURVE LENGTH RADIUS DELTA C1 28.93' 35.00' 4T21'20" C2 45.46' 55.00' 47'21'20" C3 61.99' 75.00' . 4721'20" 'r A FINAL PLAT. THE 2 LAT TO BE THE .DIVISION AND THE ACCORDANCE WITH SEALS. • UTED THE THAT HE/SHE WD DEED FOR THE MISSIONED :NT EXPIRES DAY OF JTED THE "HAT HE/SHE ND DEED FOR THE AISSIONED NT EXPIRES DAY OF cAycrt lnnt ryt.ttvr4 yr IIIL Jvyt{1 ILU rcct yr OPJU LV1 6, LYING WESTF.RLY OF THE EAST 66 FEET THEREOF; AND EXCEPT AT PORTION OF THE NORTH 10 :T OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; PARCEL B; THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; PARCEL C; LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. NOTES 1) ROAD AN UT1UTYIE E .EMENT PER KING COUNTY RECORDING NO. 2) ELECTRIC SYSTEM EASEMENT PER KING COUNTY RECORDING NO. 6664450. 3) SLOPES FOR CUTS AND FILLS EASEMENT AFFECTING THE AREA DIRECTLY ADJACENT TO THE SOUTH UNE OF SOUTH 144TH STREET, WITHIN THE PROPOSED 10 —FOOT DEDICATION TO HE CITY OF TUKWILA, PER KING COUNTY RECORDING NO. 7407020231. 4) SEWER LINE EASEMENT PER KING COUNTY RECORDING NO. 20020823000655. /Q [ 1 - �(A 5 / CITY TREASURER'S CERTIFICATE THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND ALL SPECIAL ASSESSMENTS ON ANY PROPERTY THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID'IN FULL. EXAMINED AND APPROVED BY THE CITY OF TUKWILA FINANCE DEPARTMENT THIS DAY OF 20 FINANCE DIRECTOR COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT AU. SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS AND FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF ,20 . DEPUTY KING COUNTY TREASURER FAR aL C 126.29' N87'49'23 "W LOT 5 ?; 7,76t S.F. Ito 86.1' /126.4'(R1) 252.54'(C) �' 252.8'(R1) EAS MEN EE NOTE OEM. OWN CITY OF TUKWILA p N �Qp I �� r2 F.'1'K. 1S p L i9-T 20' 0.6' 10' DRAINAGE EASEMENT LOT 5 M a) N87'49'23" 126.30' 68.47' LOT 3 6,803 S.F. P „R t.EL E HOUSE 5.4' 03 ' cc 69.38' 0 0 IC 1.0' U a :M � C N Of M • N .— W - l - - - -F N r Z I I N8T13'�3 "yyti,. N87'13'33 "W LOT 1 4902 S.F. 12 0 0 z LOT 2 7,188 S.F. / C11 / p C1 =2 • / , / O p . q - LOT 6 57.83' 1 0 TRACT A 7 S.F. d4i I , 1 h Dc rx . y I 1- 0. I Yr. ""a 72.80' \ O.> � t ) ti �\ PARCEL -IA \ �,. .42' 126.4'(R1) N87'53'09 "W(C) FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING T r 30 o I 20' III IIL.IIi I.. III III I j'l '44 1- „,1,(_LI!,.!.l.l LII III ICI II I I I iI II lil Ijl ill III Ili III jl loch I i:;s 1 I I ... I.., 3l r.e „L: :I .I, ' . . L . '4I!*p "I; I 51 ( ( I 6I • SIG 4I1, Cll. 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L'.,:•:* • : .•: .. • • : .'...!--7.• • - :..-.:?? . : : .. • • ..• ' re Pa ii• . ::' • 'ti• 't-t . i.1. , —.....••:•• ::: --:.• • :=• ;::,:: • .:.., • ,..,, -,- t- .. c • • . .• I. • •• I •. . • * ..• • ..;.:*::•• ••••• • • • • • • ...•••••:!•••• ••• •• ••• . , 11,4 , ri.iiiiiiIiiiiiiIiii11111-wd.i(0,1.1.11.1„14!1111,1„11.1111111111i1111111111111111111111 I 111111111 Inch ' I 1:1 G . 11 21 ' ::-: " ' 51 < 61 WESTCOTT g • iii 1.N3Wd013A30 • kimnwino3 ZOO Z d3S • 03A13 03M .. PUGET SOUND INVESTMENT GROUP SHORT sysomsioN MAP SHORT PLAT NO LO1 -046 CITY OF TUKWILA, WASHINGTON AMMO KNOW AU. MIN SY THEW P=INT, THAT WI, THE wordemoso, OW/M(6) W4 PEE SEIM OP TEE LAND HEREIN olecommo 00 HERESY MAKE A SNORT SUMNISION MOW PURSUANT To new 44.11.000. THE usosftslosO AMOR CNKLW THIS MORT PLAT TO SE THE ~NC REPESSINTATION OP THI IND SHORT SUMNISION AND THE Mid IS WS MTN Me MN CONVENT AND pi ACCORDANCE WITH TN! MIN OP TNI OVINIMS)._ KNOW ALL MIN 1111 THEM PRINNINT THAT WE THE UNuRRIIENNO. • OWNERS IN PO SIMPLE AND LIEN HOLDERS OP THE LAND HERM PLATTED, HEREBY INICLAME DINECATED AND CONVEY TO THE CITY OP TUKWILA PON NE UM OP MN PUMA POSERS ALL' MEM WATER, STORM ORMAN *RD SANITARY SAM SYSTEMS LOCATED ON EASEMENTS AND RIONTOCIPMAY SNOW THOME AND THE USE THEREOF FOR ALL PUILIC 'MOM NOT INCONINTENT WITH THE USE INEREOP POR MUD ROADWAY AND UTILITY PURPOSES; ALSO THE 1110Iff TO HAKE ALL NIEMSARY SLOPES PM OUTS Al D PALS UPON THE LOTS A/C SLOOPS MOWN ON THIS PLAT IOW ONNIKAL RIBASONADIS GIVAING OP 1111 STEWS NOD ALLEYS 64004 THEREON. • WE AND ALL OF OUR SUCCESSORS WANE ALL CLAIMS FOR MUNCIE AGAINST ANY GOVERNMENTAL AUTHORITY AMINO PROM THE CONSTRUCTION AND MNPITINANCE OP PUSLC FACILITIES AND PUSUC PROPERTY *MIN THE SUBOIVISOL (INC IT14010 Si) • WIT/41111 WICREOP HAVE wow was No SEALE GERAIS C. v1 • PINANCIAL • • • STATE OF WANIONITON COUNTY OF IONG aim, won. ma 014 7141$ DAY OP PERSONALLY APPEARED To ME MOWN TO . M $ 03 % g .... 1 1‘,. DAVID R. • A, VIM B ANNER SANK A T EACUTED THE WITHIN AND POREGOING INSTRUMENT AND ACINOWLEDGED THE SAID INSTRUMENT TO 1111 THE PRIII AND VOLUNTARY ACT MD DEED OP SAID CORPORATION PCP THE USES MD PURPOSES THEM MENTIONED, AND ON OATH STALED TEAT HI PPE AUTHORIZED TO EXECUTE AND *MOT IDECUTSCI SAC INSTRUMENT ON SWAP OF Tool OORPORATICH GIVA MY HAND MD OPPNEAL SIN. THIS DAY OF ,3111. •••■•"•• • • NOTARY. PUBLIC PUSUC.IN AN).i. FOR THS STATE WASIONTN AT: Off aomimataff-- prami / 2 4AT Aa4PIvr STATE OF WASHINGTON COUNTY OF KING IS TO cIIRTIPY THAT ON THISVO DAY OP pee seroitigiM UNDININID, NOTA=t, PERSONALLY OPINED SPORE WW2, Milleg WAY CORPORATION, WHO EXECUTED THE WIDEN flMCI D AOIGEMLSOND TO MI THAT HE SIGNED AND SIAM THE SAM AS HIS PM AND • VOLUNTARY ACT AND DIED, OF NI USES MD PURPOSES THMEN MENTIONED, AND ON OATH STATED NAT NS WM AUTHORIZED TO EXECUTE A MAD INSTRUMENT AND THAT NI MAL AMID IS THE CORPORATE MAL OP SAID CORPORATION. WITNESS MY HN40 AND OPPICIAL MAL TIC GAY AND VIM FIRST SHOWN WRITTEN. • 0 •16.47414*NAA. S$1, AANAWIEDPIRDI 41111MW•1110 POISTioN OF NE 1/4 of NE 1/4, S. 22 A SCRIBED PROPERTY: 4 OF ADAMS HOME TRACTS ADDITION, AS.PER PLAT RECORDED IN VOLUME 11 OF rtf9PIN PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 5, LYING WESTERLY or THE EAST Si FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST N PUT Of THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; 74 120 FEET OF LOT 6 IN SLOCK 4 OF ADAMS HOME TRACTS ADDITION. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAM •31, RECORDS OF KING 'COUNTY AUDITOR; EXCEPT THE EAST 3$ FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST NI FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 PUT THEREOF; • • LOY. BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAOE•31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET DOW; ' ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10056799 ISSUED BY TRANSEATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: • COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE-DESCRIBED PROPERTY; THENCE ALONG THE SOUTH UNE THEREOF SOUTH 11713'09 EAST A DISTANCE OF 126.41 FEET TO A POINT OF INTERSECTION OF THE PROPOSED WESTERLY RIGHT-OF-WAY LINE OF TUKWILA SHORT PLAT NO. L99-0002, UNRECORDED, SAID POINT OF INTERSECTION ALSO BONG THE POINT OF BEGINNING; ••• • THENCE NORTH 1'23'03" EAST A DISTANCE OF 0.54 FEET TO THE 9E06444 Of A mow, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.00 FEET; • • • THENCE 26.13 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 471120 TO THE rEE SEGI T; NI04 0 OF A REVERSE CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF.120.00 THENCE 25.45 FEET ALONG SAID CURVE 'THROUGH A CENTRAL ANGLE OF 1315'24" TO THE BEGINNING OF A REVERSE CURVE, CONCAVE TO THE SOUTHWEST,' HAVING .A RADIUS OF 31.50 FEET; THENCE 29.75 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44'111 TO THE WINNING OF A REVERSE CURVE, CONCAVE TO THE • SOUTHEAST HAVING A RADIUS OF 47.00 FEET; THENCE 224.20 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 273111e TO THE BEGINNING OF A REVERSE CURVE, CONCAVE TO THE EAST, -HAVING A RADIUS OF 35.50 FEET; THENCE 37.37 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55141 TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 110.00 FEET; THENCE 9.73 FEET ALONG SAID CURVE THROUGH A CENTRAL ANQLE OF 1157 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE TO THE SOUTHWEST, HAVING A Or75.00 FEET; . THENCE 61.99 FEET ALONG SAID CURVE THROUGH A CENTRAL 4GLE OF 4771'20 THENCE 'SOUTH 173'03" WEST A DISTANCE OF 1.05 FEET TO THE SOUTH UNE OF THE ABOWI-DESCRIBED PROPERTY; • • THENCE NORTH 575309* NEST A DISTANCE OF 40.00 FEET TO 1,1f 4E POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. I THE NORTH 10.00 FEET OF THE FOLLOWING DESCRIBED PROPERT 1 . SgLITH 1.4T14 SJIIE.Ej fillreiT-cf-WAY t ; WI L IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT REcosego IN VOLUME 11 OF • PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; , MO MUSTY 1111AOURI11 RECORDING CERTIFICATE PILO FOR MORD AT THS MUM OP THE Off OF TUKWILA NIS • DAY OF MINIMS PAST6,4*_‘, M, AND MCCAW IN VOLIA16131., OF Awraiviikagiu_, moons OP sommooieerf, ressistoli. oertr oetoyoklleecousni oe,Aftvemerr or MOOR* NO ELECTIONS • C3 al • mom ma wary flitextespir OP Room Ate 23 N., R. 04 E., W.M. COUNTY ASSESSORS APPROVAL APPROVED TIM 2,61 DAY OF VA 1 l i d , ' 1 , 1, 1 -wEsTcgrx° • .• FEET THEREOF; AND EXCEPT NAT PORTION OF THE NORTH 10 FEET OF THE EAST sr raT or THE SOUTH 120 FEET THEREOF LYING. WESTERLY Of THE EAST 30 THEREOF; • SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 100511751 ISSUED BY TRANINATION TITLE INSURANCE COMPANY. t OF THE FOLLOWING 'DESORRNED PROPERTY: W BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR:. EXCEPT THAT PORTION. OF THE :SOUTH 120 FEE! OP SAID LOT 6, LYING WESTERLY OF THE EAST Se FEET THEREOF; AND 'EXCEPT THAT PORTION .0f NORTH 1O•FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY Of THE LAST 30 WM/A SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING,. STATE OF WASHINGTON. PER TITLE REPORT NO. '100517M, NW BY TRANSNATION MILE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS fOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF SAID .LOT 6; • THENCE ALONG THE UNE THEREOF,"SOUTH 0113 WEST A DISTANCE OF 1 20.02FEET; THENCE SOUTH 4914'15 MST A DISTANCE OF 49.35 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO THE t F SOUTH, FROM 16141CH THE RADIUS POINT BEARS SOUTH 09 WEST A DISTANCE OF .47.00 FEET; THENCE WESTERLY ALONG SAID CU THROUGH A CENTRAL ANGLE , or 24225t AN ARC • DISTANCE OF 20.00 FUT; . • THENCE NORTH 00 A 01 TAICE OF 155.27 FEET TO NE '14ORN LINE OF SAID LOT 6 THENCE ALONG THE NORTHAM .1NIOF SOUTH e74e'e3 EAST -A DISTANCE OF 57.12 FEET TO THE NORTHEAST CORNER OF SAID LOT S AND THE POSIT OF SE EXCEPT THE NORTH 10.00 PELT INIf. -CON D ON PAGE Two(z) or FouR(4)- SOUTH LINE OF SOUTH 1441W • STREET, WITHIN THE PROPOSED COUNTY RECORDING. 7407020231 (AFFECTING LOT 3 2) 15' SEWER LINE EASEMENT' PER 3) 10' SIDE SEWER EASEMENT . PER •) 10' DRAINAGE EASEMENT Woo • OWNERS OF .LOTS '1, 2 AND 3. MAINTENANCE OF THAT PORTION AND SHALL EQUALLY . SHARE USED IN COMMON. PO 'Ar • 5) 10' WATER UNE. EASEMENT PER e) wolartatoment ENGINEERING • DEsiav REIM 7) 10' PUBLIC UTILITIES EASEMENT RECORDING OF • THIS SHORT PLA 5) WATER AND SANITARY SEWER. DISTRICT, RESPECTIWLY. E t■InInie DEPUTY IIING OCIUMY AMMOOR • 'ffit 1 't7 44m4 i, KINSOOUNTy ASSINIME • • q�4000- os to ost/ 08/5 SURVEYOR'S CERTIFICA'TE I Haw T. HEIDS Pka RIMMITSIVID AO A LANOMAINOYOR SY NI STATE OP WAININGTON, COMP THAT MISPLAY LS 116/10 ON AR *MU& WPM Of THE LAW 0111101111110 NOOK CONDUCTED • SY MI OR UNISIM SUPERVIIMON; THAT TIC fornmeis, wows AND AEOLIS AM SINOWN THEISM OORRECTIN: MD MONUNTME. • OTHER TNANTICSIE MONUMENTS APPROVED SITTING AT A . LAMM DATIE, HAVE ISM 1ST NO LOT COMM STAMM ON NI mows AO O OSPNIDON MI PLAT. OUNCANSON COMPANY, mg. ailb am*, Warta NUM ISM boa MI IN hook Iliribor Mm _ 4,d, 31161114,401 • SLOPES FOR CUTS $ .:c AA DIRECTLY ADJACENT TO THE ONAIR, MORT fo.-FOOT DEDICATION TO NE CITY OF TUKWILA, PER KING • AND TRACT A). . KING COUNTY RECORDING NO. 2000123000155. KING toUNTY NO. 20024206000509. LOT'S 1, 2, 3 AND TRACT A IS FOR THE BENEFIT OF THE THE OWNERS OF SAID LOTS SHALL BE RESPONCIBLE FOR THE. •OF •-THE FACIUTIES THEY HAVE BENEFIT OF USE • AINTENANCE OF THAT PORTION OF THE - NNAGE FACIUTIES INC I/ 4. Jobses•••••au. RECORDING NO. 200212. • it . 1. o llED.APJE016110 4 gra i si . OUILDING PERMIT ON LOT6, ‘ TED-AND CONVEYED TO THE CITY OF MANILA UPON . ,` 14CE reowto Joy WATER. DISTRICT #125 AND VALVUE SEWER CITY TRUKAIRIRIIIEFtTIFICATE nem mii•01114.14 apiax mousmesys, AND ALL SPECIAL ASSES!' ON ANY PICINIRTY THAT IS DEDICATED AS STREETS, Allmon ran oeweitrueuc we mu JD IN PULL. MANNED* APPROVED SY .THECITY OF TUKWILA POUNCE • 011PARTMENT THIS DAY OF jaglar4.,...., KUM_ . „ TUKWILA SHORT SUSDIVISION COMMITTEE APPROVAL WEVIIPAID AND APPROVED SY TIC SNORT SUBDIVINON COMMITTEE AND immiv pump= FOR rams THIS 11" DAY OF ?AMA 6, L S Y g AST 66 r Va. 4(44 wee Or. TUKWILA SOUTH 44TH STREET PROPERTY •; 1 CURVE TABLE CURVE LENGTH RADIUS DELTA C1 28.93' 35,00' 4721'20" C2 45.46' . •1•' 47' 1' • C3 81,99' 75.00' 4721'20" C4 • 13' • O. • 0' •r 7'5 " C5 100.00' C8 28.46' 120.00' 1315 C7 2Q78' 18.50' 4418'59" CB 37.37' 38.50' 55'38'59" C9 " 47.00' )952'52" ; x C10 46.74' 47. "' C11 IFM111111M111Mrfa imizimmignan C12 LINE TABLE LINE LENGTH BEARING L1 0.54' N0113'03 "E L2 Q.80' NO173'03 "E 1.3 1.05' , NO123'03 "E SHORT PLAT NO. LO 1-046 CITY OF TUKWILA, WASHINGTON R A P ARC k LO 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF NE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; pARQEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; FARCEL C; LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. EASEMENT BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE - DESCRIBED PROPERTY; THENCE ALONG THE SOUTH UNE THEREOF SOUTH 87'53'09" EAST A DISTANCE OF 126.41 FEET TO A POINT OF INTERSECTION OF THE PROPOSED WESTERLY RIGHT -OF -WAY LINE OF TUKWILA SHORT PLAT NO. L99 -0002, UNRECORDED, SAID POINT OF INTERSECTION ALSO BEING THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 1'23'03" EAST A DISTANCE OF 0.54 FEET TO THE BEGINNING OF CURVE TO THE LEFT HAVING A RADIUS OF 35.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4721'20" AN ARC DISTANCE OF 28.93 FEET (CHORD BEARING NORTH 2217'37" WEST A DISTANCE OF 28.11 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13'35'24" AN ARC DISTANCE OF 28.46 FEET (CHORD BEARING NORTH 39'10'35" WEST A DISTANCE OF 28.40 FcE_T) TO A POINT OF REVERSE CURVATURE TO THE LEFT I4'sVING A RADIUS OF 38.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4418'59" AN ARC DISTANCE OF 29.78 FEET (CHORD BEARING NORTH 54'32'22" WEST A DISTANCE OF 29.04 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 47.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 273'18'29" AN ARC DISTANCE OF 224.20 FEET (CHORD BEARING NORTH 59'57'23" EAST A DISTANCE OF 84.52 FEET) TO A POINT OF REVERSE CURVATURE TO THE LEFT HAVING A RADIUS OF 38.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5516'59" AN ARC DISTANCE OF 37.37 FEET (CHORD BEARING T PORTION OF D SOUTH 1111'52' EAST A DISTANCE OF 35.02 FEET) TO A POINT OF COMPOUND CURVATURE TO THE LEFT HAVING A RADIUS OF 80.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8'57'55" AN ARC DISTANCE OF 9.73 FEET (CHORD BEARING SOUTH 42'29'19" EAST A DISTANCE OF 9.72 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 75.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47'21'20" AN ARC DISTANCE OF 81.99 FEET (CHORD BEARING SOUTH 22'17'37" EAST A DISTANCE OF 80.24 FEET); THENCE SOUTH 1'23'03" WEST A DISTANCE OF 1.05 FEET TO THE SOUTH UNE OF THE ABOVE - DESCRIED PROPERTY; THENCE ALONG SAID SOUTH LINE SOUTH 87'53'09" EAST A DISTANCE OF 10.00 FEET TO A POINT OF INTERSECTION OF A LINE PARALLEL WIN AND 10.00 FEET EASTERLY OF NE PROPOSED EASTERLY RIGHT -OF -WAY LINE OF TUKWILA SHORT PLAT NO. L99 -0002, UNRECORDED; THENCE ALONG SAID PARALLEL LINE NORTH 123'03" EAST A DISTANCE OF 1.18 FEET TO A POINT OF CURVATURE TO THE LEFT HAVING A RADIUS OF 85.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47'21'20" AN ARC DISTANCE OF 70.25 FEET (CHORD BEARING NORTH 22'17'37" WEST A DISTANCE OF 88.27 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 70.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6'57'55" AN ARC DISTANCE OF 8.51 FEET (CHORD BEARING NORTH 42'29'19" WEST A DISTANCE OF 8.50 FEET) TO A POINT OF' COMPOUND CURVATURE TO THE RIGHT HAVING A RADIUS OF 28.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55'36'9" AN ARC DISTANCE OF 27.66 FEET (CHORD BEARING NORTH 1111'52" WEST A DISTANCE OF 26.59 FEET) TO A POINT OF REVERSE CURVATURE TO THE LEFT HAVING A RADIUS OF 57.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27318'29" AN ARC DISTANCE OF 271.90 FEET (CHORD BEARING SOUTH 59 WEST A DISTANCE OF 78.25 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 28.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4418'59" AN ARC DISTANCE OF 22.04 FEET (CHORD BEARING, SOUTH 5412'22" EAST A DISTANCE OF 21.50 FEET) TO A POINT OF REVERSE CURVATURE TO THE LEFT HAVING A RADIUS OF 130.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1315'24" AN ARC DISTANCE OF 30.83 FEET (CHORD BEARING SOUTH 3910'35" EAST A DISTANCE OF 30.76 FEET) TO A POINT OF REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE THOUGH A CENTRAL ANGLE OF 47'21'20" AN ARC DISTANCE OF 20.66 FEET (CHORD BEARING SOUTH 2217'37" EAST A DISTANCE OF 20.08 FEET); THENCE SOUTH 1' 23 "03 WEST A DISTANCE OF 0.42•FEET TO THE 'SOUTH UNE OF THE ABOVE DESCRIBED PROPERTY; THENCE ALONG SAID SOUTH LINE SOUTH 87'53'09" EAST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. GEOT NQT THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY SOIL & ENVIRONMENTAL ENGINEERS, INC. DATED AUGUST 3, 2000 AND SUBSEQUENT GEOTECHNICAL REPORTS. APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION, A LETTER FROM THEIR GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME ROOF DRAINAGE, FOOTING AND FOUNDATION DESIGN INCLUDING FOOTING /FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. DURING HOME CONSTRUCTION. THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS, B) IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PUGET SOUND INVESTMENT GROUP SHORT PLAT AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY'S AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF' STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY'S AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES., NE 1/4 of NE 1/4, S. 22 T. 23 N., R. 04 E., W.M. 'MIND IMMO .111. 20' 0.6' U 10' DEDICATED TO CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT -- --_. -- T - _�_ T 30' 81 20' N87'49'23 "% 126. 0' 68.47' r - - EASEMENT SEE NOTE 4-" r +- 6,503 S.F. F AR ..EL E iRi)i 6,902 S.F. OWN. BY CHKO.BY III�I III IIIIIIIIIIII '12III � 1 1. IILIIIIIII III, I IIII Inch : ui . 4 311 C I 6 / t A • I N87'13'33 "W 89.34' 5. 0 1 � I ,. 11140111,4 11140111.4 12 1.0 - c ( 7,288 S.F. . =•� 1 � �� L O T 6 -- U • R47' eig rN N - � TT i ► I I \ 120 ' N87'13'33" \ 4 72.80' �C ) � r n il A PARCEL A 126.4 126.4' R1) N8713'00 "W(C) FOUND BAR WITH ILLEGIBLE CAP IN CONCRETE FENCE POST FOOTING \- 0.1 .15 48TH E WS SOUTH r+ AI4B■G1NMBMIiB TO THE CITY OF_, I RECORDING OF I TUKWILA THIS SHORT UPON I PLAT JM5 DATE 03/211200$ WALE 1•• RECORDING NO. ,2, Q.3 0.14.7 f 0000/ SOUTH 144TH STREET 11 :r 112.2 E�1�• NOTE 8) 6,500 S.F. 10' UTILI EASEMENT ENOTE7 - Er �.. E MO SEE EASEMENT M 5 p,0 NOS F p `p , �S g∎0O von 1� Iw PSN1N0 ---ON �RPNG COON1Y, M18 K1 GRANTED AND CON TO HE CITY OF U TKMALA WOOD FENCE(TYP) UPON RECO OF THIS ON PROPERTY LINE I & SHORT T PLAT 8 , 126.29' N87'49'23 "W \- 1 1 sousif ! DUNCANSON COMPANY, INC. 004180.1«+06 • srvwy • 1aWqulls Jos wJWSimi. Mb 111 I rak NAM Phew 200.114.4141 Po 3 JN44JJ 09 ' 0 3 1 E 30 M JO8 NO. 96407 SHUT 20F4 NINO E01i! PARCEL C 8,519 S.F. N87'4W "W 127.16' 126.4 R1 252.54'(C) 252.8'(R1) MOW 7,782 S.F. I EASEMENT' SEE NOTE 2 N87'49'23 "W 545.62' IN ( 1M /KT ) 1 lash sr 40 K. c Ag /:4 SJ47744" tip • Cry 4r E .wNl. k _01 ih r WIN ■IMO VOL./PAGE FOUND TACK IN LEAD IN CONCRETE IN CASE DOWN 0.9'- SEPT., 1998 FOUND 2" IRON PIPE 1.5' ABOVE SURFACE GRANTED AND CONVEYED THE CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT EASEMENT SEE NOTE 3 FOSI VOGVIS SOUTH GRAPHIC SCALE 1 45TH STREET UO WIWI MOP i TUKWILA SOUTH 144TH STREET PROPERTY PUGET SOUND INVESTMENT GROUP S HORT SUBDIVISION MAP SHORT PLAT NO. L01-046 CITY OF TUKWILA, WASHINGTON EXCL/�; ISTING LEGAL D FAR LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; PARCEL 8; THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY TRANIINAT1ON TITLE INSURANCE COMPANY. NEW LEGAL DESCRIPTIONS NEW LOT 1 THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: PARCEL A; LOT 6 IN BLOCK 4 OF. ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT. PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; PARCEL B; THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE ALONG THE WEST UNE THEREOF, NORTH 01'13'15" EAST A DISTANCE OF 64.29 FEET; THENCE SOUTH 8713'33' • EAST A DISTANCE OF 72.80 FEET TO THE BEGINNING OF A NON- TANGENT CURVE, TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH13I8'06" WEST A DISTANCE OF 38.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44'18'59" AN ARC DISTANCE OF 29.78 FEET (CHORD BEARING SOUTH 54'32'22" EAST A DISTANCE OF 29.04 FEET) TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 120.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1315'24" AN ARC DISTANCE OF 28.48 FEET (CHORD BEARING SOUTH 3910'35" EAST A DISTANCE OF 28.40 FEET) TO A POINT OF REVERSE CURVE HAVING A RADIUS OF 35.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4711'20" AN ARC DISTANCE OF 28.93 FEET (CHORD BEARING SOUTH 2217'37" EAST A DISTANCE OF 28.11 FEET); THENCE SOUTH 01'23'03" WEST A DISTANCE OF 0.54 FEET TO THE SOUTH LINE OF SAID LOT 6; THENCE ALONG THE SOUTH LINE THEREOF, NORTH 87'53'09" WEST A DISTANCE OF 126.42 FEET TO THE POINT OF BEGINNING. ' NEW LOT 2 THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: P ARCEL A; LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; • EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; PARCEL B; THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. • PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE ALONG THE WEST LINE THEREOF, NORTH 0113'15" EAST A DISTANCE OF 64.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 01'13'15" EAST A DISTANCE OF 137.23 FEET; THENCE SOUTH 87'13'33" EAST A DISTANCE OF 69.38 FEET; PORTION OF NE 1/4 NE 1/4, S. 22 T. 23 N., R. 04 E. W.M. CO 11 NEW LOT 2 OWT) THENCE SOUTH 00'41'58" WEST A DISTANCE OF 46.15 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, TO THE LEFT. THE CENTER. OF WHICH BEARS SOUTH 14'37'44" EAST A DISTANCE OF 47.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 152'04'08" AN ARC DISTANCE OF 124.74 FEET (CHORD BEARING SOUTH 00'30'48" EAST A DISTANCE OF 91.22 FEET); THENCE NORTH 67'13'33" WEST A DISTANCE OF 72.80 FEET TO THE TRUE POINT OF BEGINNING. NFW LOT THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY; PA 1`L A; LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 Of PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTH 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 86 FEET THEREOF; AND EXCEPT THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET Of THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; SITUATE IN THE CITY Of TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY. TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE ALONG THE WEST LINE THEREOF, NORTH 01'13'15" EAST A DISTANCE OF 201.52 FEET TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 01'13'15" EAST A DISTANCE OF 98.37 FEET TO A POINT 10.00 FEET ON -LINE SOUTHERLY OF' THE NORTHWEST CORNER OF SAID LOT 6; THENCE ALONG A LINE PARALLEL WITH AND 10.00 FEET SOUTHERLY OF THE NORTH LINE THEREOF, SOUTH 87'49'23" EAST A DISTANCE OF 68.47 FEET; THENCE SOUTH 00'41'58" WEST A DISTANCE OF 99.11 FEET; THENCE NORTH 87'13'33" WEST A DISTANCE OF 69.38 FEET TO THE TRUE POINT OF BEGINNING. NEW LQT . THAT PORTION OF THE .FOLLOWING DESCRIBED PROPERTY: PARCEL A; LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION OF THE SOUTF.. 120 FEET OF SAID LOT 6, LYING WESTERLY OF THE EAST 66 FEET THEREOF; AND EXCEPT THAT PORTION OF THE t.,ORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 THEREOF; FARC C; LOT IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECCRDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10058799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST. CORNER OF SAID LOT 7; THENCE ALONG THE EAST LINE THEREOF, NORTH 0113'47" EAST A DISTANCE OF 129.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 01'13'47" EAST A DISTANCE OF 60.02 FEET TO THE SOUTHEAST CORNER OF THE NORTH 120.00 FEET OF SAID LOT 7; THENCE ALONG THE SOUTH LINE OF THE NORTH 120.00 FEET OF SAID LOT 7, NORTH 87'49'23" WEST A DISTANCE OF 126.29 FEET TO THE WEST LINE OF SAID LOT 7; THENCE SOUTH 4914'15" WEST A DISTANCE 49.35 FEET TO THE BEGINNING OF A CURVE, TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 09'45'08" WEST A DISTANCE OF 47.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56"38'37" AN ARC DISTANCE OF 44.74 FEET (CHORD BEARING SOUTH 51'45'33" EAST A DISTANCE OF 44.84 FEET); THENCE SOUTH 67'49'23" EAST A DISTANCE OF 127.16 FEET TO THE TRUE POINT OF BEGINNING. biEWLOT THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: �H 120 FEET OF LOT a IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THAT PORTION OF THE NORTH 10 FEET OF THE EAST 66 FEET OF THE OWN. EY JAM ONICD. BY JTM DATE 02/2613003 RECORDING NO. apo.J 0.0- 90 0oo/ NEW LOT 0 (NON SOUTH 120 FEET THEREOF LYING WESTERLY OF THE EAST 30 FEET THEREOF; LOT7IN B LOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO. 10068709 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE ALONG THE EAST LINE THEREOF, NORTH 01'13'47" EAST A DISTANCE OF 79.18 FEET TO THE TRUE POINT Of BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 0113'47" EAST A DISTANCE OF 50.39 FEET; THENCE NORTH 87'49'23" WEST A DISTANCE OF 127.16 FEET TO THE BEGINNING OF A NON - TANGENT CURVE, TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 66'43'45" WEST A DISTANCE OF 47.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 39'52'52" AN ARC DISTANCE OF 32.71 FEET (CHORD BEARING SOUTH 031 9'49" EAST A DISTANCE OF 32.06 FEET) TO A POINT OF REVERSE CURVE, HAVING A RADIUS OF 38.50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55'36'59" AN ARC DISTANCE OF 37.37 FEET (CHORD BEARING SOUTH 1111'52" EAST A DISTANCE OF 35.92 FEET) TO A POINT OF COMPOUND CURVE HAVING A RADIUS OF 80.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06'57'55" AN ARC DISTANCE OF 9.73 FEET (CHORD BEARING SOUTH 42'29'19" EAST A DISTANCE OF 9.72 FEET) `. THENCE NORTH 80'09'03" EAST A DISTANCE OF 112.24 FEET TO THE TRUE POINT OF BEGINNING. NEW LOT THAT PORTION OF THE 'FOLLOWING DESCRIBED PROPERTY: EL LO 7 IN BLOCK 4 OF 'ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE NORTH 120 FEET THEREOF; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PER TITLE REPORT NO 10056799 ISSUED BY TRANSNATION TITLE INSURANCE COMPANY. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE ALONG THE EAST LINE THEREOF, NORTH 01'13'47" EAST A DISTANCE OF 79.18 FEET; THENCE SOUTH 80'09'03" WEST A DISTANCE OF 112.24 FEET TO THE BEGINNING OF A NON - TANGENT CURVE ? THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 44'01'43" WEST A DISTANCE OF ; .00 FEET; THENCE ALONG SAID C RVE THROUGH A CENTRAL ANGLE OF 47'21'20" AN ARC • DISTANCE OF 61.99 FE1tT (CHORD BEARING SOUTH 2217'37" EAST A DISTANCE OF 80.24 FEET); THENCE SOUTH 01'23'03" WEST A DISTANCE OF 1.05 FEET TO THE SOUTH LINE OF SAID LOT 7; THENCE ALONG SAID SOUTH LINE SOUTH 87'53'09" EAST A DISTANCE OF 86.12 FEET TO THE POINT OF BEGINNING. DUNCANSON COMPANY. INC. • •Lai Nomles JO SW Likh best Mr Ma stork Iliskiiipse MJit Pews 211 1111 Pas MM.4OS JO. NO. 94407 $HUT N/A 3OF4 VOL./PAGE TUKWILA SOUTH 144TH STREET PROPERTY PUGET SOUND INVESTMENT GROUP SHORT SUBDIVISION MAP I II III III IjI II 'a lli � TA i I I � ICCI Il Ijl I II I III Ili I n Ili ch I tnn Il 1 I I I I ?I .I I I' 3I' I ICI I I i .. . I .. 4I I ' Ij �1 I ill I III I 5I I I I I 6I •-\\V • r wIL trLL PAL ?IL ,L n„ ia It) SHORT PLAT NO. L01 -048 CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NE 1/4, S. 22 T. 23 N., R. 04 E., W.M. INCO ws NO. 0303.2 7 9000o/ REFERENCES 1) ADAMS HOME TRACTS, VOL. 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, 2) SECOND ADDITION TO ADAMS HOME TRACTS, VOL. 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, 3) RECORD OF SURVEY, KING COUNTY RECORDING NO, 9005239024. 4) RECORD OF SURVEY, KING COUNTY RECORDING NO. 6112319001. 5) RECORD OF SURVEY, KING COUNTY RECORDING NO. 7310030526. A •F THE MONUMEN 144 N 48 AVENUE SOUTH AND 51ST AVENUE SOUTH AS MEASURED THIS SURVEY AND REFERENCED TO WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE, HAD 63/91 PE RELATIVE 2S ON fHI b A NNG IPRtSENT A FIELD TRAVERSE USING BOTH CONVENTONAL AND OPS SURVEY EQUIPMENT. DIMENSIONAL NQTE DISTANCED SHOWN ARE GRID VALUES. TO CONNECT DIMENSIONS TO SURFACE DISTANCES USE THE COMBINED FACTOR OF 1.0000030414 SURFACE DISTANCE ■GRID DISTANCE /1,0000030414 CONTROL POINT CONTROL POINT IS "HAROLD" REBAR A CAP (DCI CONTROL) IN THE SOUTHWEST QUAD OF' THE INTERSECTION OF INTERSTATE 406 AND STATE ROUTE 167 NETWORK TIED INTO THE HARN NETWORK. ELEV.- 27.015' (LAT- 4r2$'02.72146'N LONG- 12213'15.63095"W) THE NEAII1 t POSITTIES OON . Si tLF. RERPRESE�T GFIELD TRAVERSE USING BOTH CONVENTIONAL AND GPS SURVEY EQUIPMENT. L GEN O • SET BAR It CAP, L.S. /30023 6) SET MONUMENT IN CASE, L.S. #30023 o FOUND BAR & CAP. AS NOTED • FOUND MONUMENT IN CASE, AS NOTED (M) DATA PER FIELD MEASUREMENT (C) DATA PER CALCULATION /PROPORTION (R1) DATA PER SURVEY REFERENCE NO, 1 (R2) DATA PER. SURVEY REFERENCE NO. 2 (R3) DATA PER SURVEY REFERENCE NO. 3 (R4) DATA PER SURVEY REFERENCE NO. 4 (R5) DATA PER SURVEY REFERENCE NO. 5 DCI NORTH (DCI CONTROL) BAUGH (DCI CONTROL) ♦ ♦ Liu W z PAUL (DCI CONTROL HAROLD (DCI CONTROL) Ig fe" I I _O1 r I -- I � p-c 2 La rl JIM (DCI CONTROL) J.M00G (DCI CONTROL) HAFF (HARN) SCALE: NTS - MID 631 .48'(0) 6 j j R1 2 I I \-o �pI 3 I FOUND 1/2" BRASS PLUG WITH PUNCH IN CONCRETE IN CASE, DOMN 0.6' SEPT., 1•66 X0 1 ` ° FOUND 1/2" BRASS PLUG WITH PUNCH IN CONCRETE IN CASE - SEPT., 1996 631.22'(0) - 832.0'(R1) 1$ ■ S .144TH STREET N$746'10 6W 1 318.38'03) - Ns7'461r" W 131$,52'(N4) N.7'40'23'W I 31$.41'44) - 1316.4 17 r PART A 1 I IT ' 252 (C N87'S� FOUND BAR X11 26Z.3p' - 14:47k1 N•7'5S'S6'W 1317.281C) 1319.4'(81) N87'55416 S 146TH STREET a PARCEL C s T 252.5 R1 • I � I ga �o -- -.. ' 1-01 o1 11' I -AHD CAP -"-� - ---+ / 1 ILLEGIBLE I -a - 0 I. 4S�TH STREET • GRAPHIC SCALE DUNOANION ODMPANY, INC. 0011011•114 • r•sis • tmHrrM he arum ANA 1419 NI �� iiO41 FOUND TACK IN LEAD IN CONCRETE IN CASE, DOWN 0.9'- SEPT., 1990 STW •P AMr -1 .1 E- 1286008.931 379.31 (C) - Balm (R1 X0 8 `0 1.9 ■p1 10 e F MO I 3 r apt l 37.50'(0) 379.6'(R,) a VOLJPAOi /.S MEIN CORNER CALCULATED FOUND MONUMENT IN CASE AT INTERSECTION WITH . 9 152ND STREET- SEPT., 1996 STATE ?LAME CAdtwy♦ s N-173.02.57 E- 1264947.494 'TUKWILA . SOUTH 144TH STREET PROPERTY OWN. w DAV. AMINO. . PUGET SOUND • • '"''"' °1'w0°6 ' INVESTMENT GROUP ON ND. w SCAN IMF JTM 1• • IOW _ • 4 OF 4 , • SHORTSUBDIVISION J.IAP , IIIIIIIIIIIIIII IIIII�IItIII J I` . l I J I IIIIIII III III III III III IIIIIII ICI III I II mch nr, 1I 2I' I 31 ' • £STCOTV ? .aL bLL Cu L 7IL is .o �.. PPE /1 I CB 6 C 3, CONTRO. STRUCTURE or to TI I .r (54 "e) -5.75 v To 31' (72 "o) CB 2, TYPE 2 TM To 12 0 ?• �EXISTINC GROUND 4• m v 4• To t.i• . T4•TO m• - VARIES --- . SUB•URFACE DRAIN lin 10 LF ligi 28 12" BIOSWALE . AN LF 12" CPEP CPEP yeml . OUT IE =154.5 ALL - 3' PPE Rtt("K"O) Lem • TACNA .....o.,,,,,•, n u la."Eml 't JO • To II• AE• 0 yt or to TI I .r C.CWp.,.. rrE NC COH Mir Iow,ETpy v To 31' to 4• To M• Tr TM To 12 0 ?• 4• m v 4• To t.i• . T4•TO m• 3 VEGETATE W/ BIOSWALE SEED • MIX; SEE TESL DETAILS 470 465 460 455 450 18" MIN. LOT 2 --- - - - - - - - -I1 GRADE BREAK 00 11= 1T("�T! * 0 PEA GRAVEL ) 0 0 0 0 0 0 0 0 0 0 0 0 0 ) 0 0 0 0 0 ) 0 0 O O O O 0 0 0 0 0_0_0 _ COO9O - --LINE WITH FILTER FABRIC F .- --24"---1 INTERCEPTOR TRENCH LJ 0 © BIOSWALE AND DETENTION SYSTEM SECTION SCALE: 1" = 10'(H) 1" = 5'(V) C. y of Egaitmitird W, Umes of Mr/ Convection I M. n ^.. w.r ». DESIGN A Cr- UsC MI GNnY PW) BIOSWALE SECTION NTS .111 41 red. Cenrp NOM 2: r =to N M InponNII 'L E.'n In 4oNW •u.NA, u, np.MW Mi Y. q MW.OM two .N.t M W n4 .1 W inNA NI nw Nl dtN..p NN .ed rlr. pEM .134 N 6 "" ty. MN JrWI Nl�T .nM 10. 4A•? .11n O.W." " A Cw.Y IW IYM .M .hWn nYl.nun,nt .MI M 4 M .t$ 4.O4C IM 1,gY'""i'E=,I a"1n A t.r ON,M enM r MY W. N In 41013. Ep. ] I. ' O. I..NY Y W Nuo. nrNYr M . NI. r IN 0.0. �IN r I' Iw pP""'On.w 4• N. I "' na .3'74 ,N�I tn..n W . Inl MN v NTS NTS • -6" TRACT A i 1 • PIPE BEDDING DESIGN WATER DEPTH N 2" 12" 8" ADS PERFORATED PIPE AI .r PN. ..4.14n I IR.tr W.U.'n .n..' TYPICAL PIPE -ARCH INSTALLATION CLEARANCE BETWEEN PIPES MULTIPLE INSTALLATIONS • PPE NCI C M. [.nn EmI0AUn.1 WmroNp WI`u.. nW'"IAw4).•R. '.uW.N l Otn.l Y,p11 to Ii. 14.4. EXIST. GROUND 470 465 460 O 455 450 LIFT HANDLE. EXTEND TO LADDER LADDER OR STEPS MEETING ALL. REQUIREMENTS OF KING COUNTY STANDARD DWG. NO. 2 -011 TWO FOOT MIN. CLEARANCE TO ANY PORTION OF FROP -T INCLUDING ELBOWS 8" CLEANOUT W/ SHEAR GATE PER KING COUNTY STANDARD DWG. NO. 2 -026 IN FROM DETENTION TANK y,. it " " PLAN 1 " =4' CONTROL STRUCTURE DETAIL (CB #3) LUMINAIRE DETAIL JM°"°o I�eYB°„1 PRESTRFRCFD rn$FRFTE I IGNTIN3 w Y.I. Y pM. PoLl 1.10-1 HTIPO 117 Ps MI I PP 3.1.• tn. I IMO SDIEL. App. Pant1 Cod 11213 V .W5. " :t,q W.:r.. � ,,. M, a red O. _ya FOUNDATION DETAIL ROUND MANHOLE COVER MARKED "DRAIN" WITH LOCKING BOLTS 2' MIN. CLEARANCE TO ANY RIM - 464.75 7 P ART OF FROP -T INCLUDING . JJ J 4" FABRICATED ELBOW W/ a te_ , WATERTIGHT REMOVABLE COUPLING I AND RESTRICTOR PLATE W/ 15/16" ORIFICE 3 "x0.90" ALUMINUM PIPE SUPPORT I STRAP SPACED AT 3'. ANCHOR TO WALL W/ 5/8" STAINLESS ANCHOR BOLTS MIN OUT TO CB #2 SECTION TYPE 2, 72" CATCH BASIN LOCATE LADDER & COVER ' TO PROVIDE 2' CLEARANCE FROM LADDER TO TEE AND PIPES cc... Iry Tu.) 13/ , T11Nartn 1•I1 WO MOAT PA. fGSR66t 2 r E4 NTS • TYPICAL LUMINAIRE POLE DETAIL IOU SECTION TNRU HANONOLE• 1 It I• i� LW LPL WPM, Pa o, l Owon0 NO PLAL MM. M WEerrAPPL L AI p1 4TI AR lIa3v ,M 4G 4. PAW LMII ECM MMNL G P.M a PPM a.Ni L 12 MAW PM. STREET LIGHT NTS CMP COUPLING 12" DIA CMP FABRICATED TEE AND RISER (ALUMINUM) 1' REMOVABLE SECTION OF RISER TO BE ATTACHED WITH GASKETED BAND IE OUT M 455.00 EL 453.00 RESTRICTOR PLATE WITH 1 3/8" ORIFICE FROP -T ANCHOR COLT tAYOVT comma mas vr.ISa POPO MEI.YP ,ME L 459.50 EL 457.33 RESTRICTOR PLATE WITH 15/16" ORIFICE III 111 III III III III ill '1.1 Ili 111 III ill Ili Ill ill ill ill ill III III 111 III III III • VESTCOTT" .- ;. III I11111111I111111111I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I1111111111111111111I111111111I I I I1111111I11111111I111111111I1111111111 DRAINAGE NOTES: (1) Proof of liability Insurance sholl be submitted to the City of Tukwila prior to the preconetruction meeting. (2) All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7- 02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material, and any required p pe bedding to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. (3) Steel pipe shall be galvanized and have asphalt treatment #2, or better, Inside and outside City of Tukwila Design and Construction Standards. (4) All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk, shall have solid locking lids. All drainage structures associated with a permanent retention /detention facility shall have solid locking Ilde. (5) All catch basin grates shall conform to City of Tukwila Development and Construction Standards, which includes the stamping "OUTFALL TO TTREAM, DUMP NO POLLUTANTS ". (6) All driveway culverts located within City of Tukwila right -of -way shall be of sufficient length to provide a minimum 3:1 slope from the edg to the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope. . (7) Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot and must meet the following specificaiton: 4 "- 8 "/40 % -70 % passing; 2 " -4" rock /30X - 4O% passing; and -2" rock /10 % -20% passing, Installation shall be in accordance with City of Tukwila Development and Construction Standards. (8) Drainage outlets (stub -outs) shall be provided for each Individual lot, except for those' lots approved for infiltration by City of Tukwila. Stub -outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their Intended use. Each outlet shall have free - flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location, b) ke, Outlets on each lot shall be located with a five- foot -high, 2 "x4" stoke marked "storm" or "drain." The stub -out shall extend above surface level, be visible and be secured to the sto c) Pipe material shall conform to underdroin specifications described in City of Tukwila Development and Construction Standards and, If non - metallic, the pipe shall contain wire or other acceptable detection. • d) Drainage easements are required for drainage system designed to convey flows through individual lots. e) The Applicant /Contractor is responsible for coordinating the locations of all stub -out conveyance lines with respect to the utilities (e.g. power, gas, telephone, television). f) All Individual stub - outs shall be privately owned and maintained by the lot home owner, I • (9) Storm drainage pipe shall be air testable per WSDOT standard spec 7 -04.3. Imo: ;ax, s• NI. p p.N eR 3// standard taking M.H. frame 8 cover see K.C.R.S. dwg. no. 2422 compacted pipe bedding M.H. steps 12' 0.C. weld or bolt standard M.H. steps DRIVEWAY . NTS REVISIONS SECTION NTS detention lank MOIDI I. CONCROE WM N: CUSS I OR IEna DWI / I/3 teex. 3E00 PIt 2. M W� P.M PllACWO Ca[M NW OUR /031Y1 L AT T 34 /031Y1 W 1 it It OVEN TO 3. NI MEAT NAM {MU. N: A WIC 1 INTRA 4. LO T,[KCPM21INi rs I/f LvNryax Jew WW1 N: RUGtO L N1 MP DOLL K PCUONeO N ACEOIIONIEt WIN APAAMINT r1A/a eo 1114//4411313 NI N OYECS0 TIC Cm OF TU.. I. AN 13114147 APRON JAW N: NEC N MW WPC NO CUM COM 7. Ra1o,l OC I MlIO C01,G1131 CUM. OU1m1 OR 10MAIx eau WE co IM Cur TO MOM JOWL M DATEI DESCRIPTION BYI maintain 1' gap between bottom of Bleb 8 top of deer - provide pliable gukel to exclude did riser, 36" dram. min., same material 8 gage as tank welded or fused to tank ACCESS RISER NTS ■ 1 !E - L• 7TfI7L 'Y�lul�'�i3:T3i�77iI•T:1'lfii7 r4 Erkinga PirlU4:11NI tW I . 1Mil mug W;14 R InranteLanill=11I NOTES: 1. Use 2. All materials to b blocks uminum or galvanized frame to and asphalt coated (Treatment 1 or better). 4. May substitute WSDOT special Type IV manhole vehicles. anhole (RCP only). DUNC ompF, INC. ChitEagtsestlss • fuming • Lead Resides :1tl11 M O LIN NNE er WACII DRAWN: JS PROJECT: 98407 DATE: 11 /16/99 TYPICAL PATCH FOR RIGID PAVEMENT • TYPICAL PATCH FOR FLEXIBLE PAVEMENT PAVEMENT PATCH NTS' C1,4 NOTCP • I. N LOP Y .Minn. . W %mat IOAS,l CMIIIrW... IN 3ed4 WM M Y,NtW 3 411n.O1$. L A,n*Y.nn M I MN Ear prowl. Y Molted M M IN.NMI MIEW1 W ...W. 3. CMUeded N348 M Y NM. II roped MA pp.Ml Pry N ,.AW.I In wow or mint ,.•,MM .31*. r ed 13.1.1 N OW 4yNp. • RECEIVED. OCT 77�� 0L� 22p002 pI1f311r1ihinOv PUGET SOUND INVESTMENT GROUP TUKWILA SHORT PLAT DRAINAGE DETAILS NE 1 /4 SEC 22, TWP 23 N, RGE 4 E, W.M. TUKWILA SHORT PLAT AT FOSTER HEIGHTS CITY OF TUKWILA SITE IMPROVEMENT PLANS DRAWING iNOOC LEGAL DESCRIPTION: PARCEL A; LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THEREFROM THOSE PORTIONS OF SAID LOT 6 DESCRIBED AS FOLLOWS; THE SOUTH 120 FEET OF SAID LOT 6; EXCEPT THE EAST 66 FEET THEREOF; AND THE NORTH 10 OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF; EXCEPT THE EAST 30 FEET OF THE NORTH 10 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 120 FEET OF LOT 6 IN BLOCK 4 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THE EAST 66 FEET THEREOF; TOGETHER WITH THE NORTH 10 FEET OF THE EAST 66 FEET OF THE SOUTH 120 FEET THEREOF; EXCEPT THE EAST 30 FEET OF THE NORTH 10 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: LOT 7 IN BLOCK 4 OF ADAMS HOME TRACTS ADDITION, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THE NORTH 120 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. • C1.0 COVER SHEET AND INDEX C1.1 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C1.2 TESC DETAILS C1.3 GRADING & DRAINAGE PLAN C1.4 GRADING & DRAINAGE DETAILS VICINITY MAP NOT TO SCALE THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY BENCHMARK IS "HAROLD" BAR & CAP AT EAST EDGE OF SOUTHBOUND. EXIT TO '. • HWY 167 OFT OF 1 -405 NORTH. ELEV - 26.98' L99 -0002 DCI JOB NO. 98407 Notice Required Contactors shell notify operators who m.Mteln under wound utllty INesIn ee the wee of proposed eeestlen or bloating it Tent t.. business days , tut not more than ten working N1i prior to commencement of *.os tlon or 4«nollllon In woo/Canoe with RCW Tltlo lb. Homes and telephone numbers of the operators of underground utility lines In this project appear blow. Thne numbers shag also H used to woo In on emergency conditions as required. Mane DANA DICK (206)242 - 3236 ianl(ery sower VAL VUE RUSS AUS11N • (206)242 - 9547 Water DIetlot KM) #125 Z4 HR FMFP.FNCY RFSPONCF (2nR1464 -1999 Oas Company PSE PAT RUSSIN (206)395 - 6851 Power Company PSE Call Before You Olg DIAL -A -DID 1 -500- 424 -6555 &nom snot/ 911 RECEIVED Police- Fire— Rescii �T 3 o .. PI lq',S n� 11/P0 JIM KELLER /PUOET SOUND INV. (425) 744 -0447 Ndlfn4 Phone x 59i ❑m❑' LYNNWOOD, WA 90046 ❑ A Portn4rshlp b An IndWldual JIM KELLER/PUOET SOUND INV. (425) 744 -0447 J Nom. ¢ AAdnwu OW Zip Code m❑ m A', HAROLD M. DUNCANSON, P.E�° MP wgat JEFFERY T.. MOOG P.L.S. 244 -4141 1114212 AMBAUM BLVD. SW #301 h an. m- •SrOX 8166 V 0 a 8 0 a VI I 0 W I E Lice eel Sheet 1.0 iy, TIIIIII IIIIIII IIIIIIIIII1, 111L1J4IIIl , IIIIIIIIIIlIl1 wESTCOrr • ti I C Z 1 °D I B l a I [ r1 r1 I V I C I L I I as II IIIIIIIII II IIIIIII IIIIIIIII IIldnII IIIII IIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIII 111111111 IIIIIIIII 11illlm nuluu • X•4- r I I 1 QE28 I • ,� 4© y�;CE15` \ / t 2O \ MA \ ■ t \' MA22 I I (PROPOSED STORM DRAIN I n ( I I SYSTEM, TYP. J I } ( I,,41 I 45- ‘ ,e ', � \A �r`' L10> c,F Maoe ('� I ** 9 ti � { s at t it 1/i /,, I' ` .. FF.,I ft � i \ I _i_. -r I _ = > - - I I / / I i i ill t � \ o f ICONSTRU ENTRANCE; //�� 1 \ EE DETAIL i SHEET CI.2 • V • 'm I 61: Z ( 11 k 1 I ri II 9.1kARINI# LIOTS,T•YPI FILTER FABRIC FENCE, TYP.; S�E DETAIL 2, SHEET C1.2 \ P110 P106 P112 (P 10 I I P1112 ' co N I ' MAPLE • .., � -... CLUMP / 0 \ AL +\ .AL26 • MA14 1 { 1 I I I q. Ir I (DIRECT [RATFLOW 00 TO GUTTER 10 1 ALO6� 410 ALTO \ \ GRAPHIC SCALE m w SEDIMENT TRAP; SEE DETAIL 6, SHEET C1.2 ( IN PICT ) I" - 20 Hortsoatel C • N /A' Vortical SOUTH 144TH STREET LEGEND M r - CONSTRUCTION ENTRANCE FILTER FABRIC FENCE PER DETAIL 2, SHEET C1.2, TYP. ® INTERCEPTOR SWALE PER DETAIL 3, SHEET C1.2, TYP. CLEARING LIMITS SURFACE MULCHING PER TESC NOTE 13 INLET PROTECTION PER DETAIL 4, SHEET C1.2, TYP. ■ ; A. DA iS 1 III III III III III III III 11 J II III Ill !II III Ill III III III III III III III Ill III III I�,r I ,. IIIIIIIllIIII111111111 111111111I111111111I111111111I111111111IIIIIilIIIII11111111 I IIIiIIIII111111111I111111111I111111111I111111111I111111111I111111111I CONSTRUCTION SEQUENCE (1) Schedule and Attend a pre — construction conference with the City of Tukwila. (2) Flag or fence clearing limits. (3) Install construction entrance. (4) Install filter fence. (5) Install sediment trap. (6) Construct surface water controls (interceptor swabs, pipe slope drains, etc simultaneously with clearing and grading for project development. (7) Protect exposed areas as required. (8) Rough grade and Install utilities, (9) Construct frontage improvements and paving. (10) Remove TESC measures after permanent facilities and stable ground cover become established. TREE LEGEND 0 AL12 TYPE \. • DECIDUOUS TREE AL -ALDER ( ) MAseMADRONA MP -MAPLE TRUNK DIAMETER IN DS- DECIDUOUS OK -OAK CH-CHERRY EVERGREEN TREE CE -CEDAR TO BE RETAINED D 18 DF�DOUGLAS FIR 1 95 HE- HEMLOCK TOP EL IF MEASURED PI -PINE HO ■HOLLY NOTE; TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES LESS THAN 6" NOT LOCATED EXCEPT AS SHOWN GENERAL NOTES: (1) All construction shall be in accordance with the City of Tukwila Development Design and Construction Standards, Tukwila Municipal Code, and the WSDOT /APWA Standard Specifications. It shall be the sots responsibility of the applicant and the 'professlonal civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability of the City of Tukwila. 1 (2) The design elements within these plans have been reviewed according to the City of Tukwila Development Design and Construction Review checklists, Some elements may have been overlooked or missed by the City plan reviewer. Any variance from adopted standards Is not allowed unless specifically approved by the City of Tukwila, prior to construction, (3) Approval of this rood, grading, and drainage plan does not constitute an approval of any other construction (e.g, domestic water conveyance, sewer conveyance, gas, electrical, etc.) (4) Before any construction or development activity a preconstruction meeting must be held between the City of Tukwila Construclton inspection Personnel, the Applicant, and the Applicant's Construction Representative. (5) A copy of these approved plane must be on the job site whenever construction is In progress. (6) Construction noise shall be limited In accordance with Tukwila Municipal Code; normally, this is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (7) It shall be the Applicant's /Contractor's responsibility to obtain all construction easements necessary before Initiating off —site work within the road right —of —way. (8) Franchised utilities or other installations that ore not shown on 'these approved plans shall not be constructed unless on approved set of plans that meet all requirements of City of Tukwila Development Design and Construction Standards are submitted to the City of Tukwila Construction Inspection Unit three days prior to construction. (9) Datum shall be KCAS unless otherwise approved by the City of Tukwila, (10) Ground water system construction shall be within a right —of —way or appropriate drainage easement, but not underneath the roadway section. All ground water systems must be constructed In accordance with Section B1 3.02 of the APWA Standard Specifications. (11) All utility trenches shall be backfilled and compacted to 95% density. (12) All roadway subgrade shall be back)Illed and compacted to 95% density (WSDOT 2- 06,3). (13) Open cutting of existing roadways Is not allowed unless specifically approved by the City of Tukwila and noted on these approved plans. Any open cut shall be restored in accordance with King County Road Standards (KCRS 6.03(3)3). 14 responsible for rovidin adequate safeguards, safety devices, protective equipment, fi era and an ( )The Contractor shall be providing q g y p naggers, any other needed actions to protect the life, health, and safety of the public, and to protect property In connection with the erformance of work covered by the Contractor. Any work within the traveled right —of —way that may interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1- 07.23, "Traffic Control," of the WSDOT Standard Specifications shall apply in Its entirety. REVISIONS DATE DESCRIPTIDNI BY, TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: (1) Approval of this Temporary Erosion /Sedimentation Control (TESC) plan does not constitute an approval of permanent rood or drainage design (e.g. size and location of roads, pipes, restrictore, channels, retention (Jollities, utilities, etc,). (2) The implementation of these TESC plans and the construction, maintenance, replacement, and upgradi g of these TESC facilities Is the responsibility of the Applicant/TESC Supervisor until all construction is approve (3) The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous iengt of, survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the Appllcant/TESC Supe visor for the duration of construction. (4) The TESL facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacen properties is minimized. (5) The TESC facilities shown on this plan are the minimum requirements for anticipated site conditions. uring the construction period, these TESC facilities shall be upgraded as needed for unexpected storm events an modified to account for changing site conditions (e.g. sediment traps, additional sump pumps, relocation ditches, mulching and silt fences, etc.). (6) The TESC facilities shall be inspected daily by the Applicant /TESC Supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the TESC facilities during he wet season (Oct. 1 to April 30) and of monthly reviews during the dry season (May 1 to Sept. 30). (7) Any areas of exposed soils, Including roadway embankments, that will not be disturbed for two days d ring the wet season or seven days during the dry season shall be immediately stabilized with the approved TESC m thods (e.g. seeding, mulching, plastic coverings. etc.). (8) Any area needing TESC measures not requiring immediate attention shall be addressed within fifteen (15) days. (9) The TESC facilities on inactive sites shall be inspected and maintained a minimum of once a month a within forty —eight (48) hours following a storm event. (10) At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment —laden water Into the downstream system. 11) Stabilized construction entrances and roads sh .1ll be Installed of the beginning of construction and m• ntained for the duration of the project. Additional measures, such as wash pads, may be required to insure that all paved areas ore kept clean for the duration of the project. (12) Any permanent flow control facility used as a temporary settling basin shall be modified with the nec nary erosion control measures and shall provide odequata storage capacity. If the facility is to function ultimo ely as on infiltration system, the temporary facility must be eroded so that the bottom and sides are at least thre feet above the final grade of the permanent facility. (13) Where straw mulch for temporary erosion control is required, It shall be applied of a minimum thickn ss of 2" blown or 3" hand applied. (14) Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to Identify wh ch ones can be seeded in preparation for the winter rains. Disturbed areas lIshall be seeded within one week of th beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain unc vend shall be submitted to the City Inspector. The City Inspector can require seeding of additional areas In or or to protect surface waters. adjacent properties, or drainaga facilities. 1/31/0n RFV PFR CITY 12/2/99 KAI. I nM111111 DUN I T]: OW d INC. i'Y. Ch9 leglewl s • Ieenyl4 • Lc.: Pleeeb/ NIa Ar.011141.ew. V M1. look .,.. . n.. we Meow Pas a0., 011 :..4 DRAWN: JES DATE: 11 /03 /ES PROJECT: 98407 41ecn C1.1 RECEIVED OCT�33 00� 2002 PUBLIC WORKS GROUP PUGET SOUND INVESTMENT TUKWILA SHORT P.AT TEMPORARY EROS( DN & SEDIMENTATION CONTF OL PLAN R MIN. 4" — 8" QUARRY SPALLS 12" MIN. —I TESC SEED MIX Proportions White dutch clover (Trlollum hybridum) CONSTRUCTION ENTRANCE NTS Chewing:: or red fescue (Featuaa rubra var. commutate or Featuca rubra) Annual or perennial rye (Lollum multiflorum or Lolium perenn) Redtop or colonial bentgrass ( Agrostis alba or Agrostis tenuls) O TESC SEED MIX I 00' 25' Weight Purity Germination 40X 98X 90% 40% 98X 90X 10X 92X 85% 10X 98% 90X 5' II BURY BOTTOM OF FILTER II II FABRIC IN 8" x 12" TRENCH' I II U •U 6' MAX, PROVIDE 3/4" — 1 -1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL or WIDE ROLLS) OVER 2" x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE -1 2" x 4" STANDARD OR 8TR, OR STEEL FENCE POSTS O FILTER FABRIC FENCE NTS (ill^�Iliiili'�II ti� l.li 1 31!: ��. � �!. ���gl� .� • - WFSr ., 11 61IIIIII IIlIIIIIIIolu IrgglIIIIroulIIIIIIIIIlIIIIIIIIIIIIIIroulIII 2:1 SLOPES L • THE DISTANCE SUCH THAT POINTS A AND 8 ARE OF EQUAL ELEVATION HlL ' N. O TE MPORARY INTERCEPTOR SWALE NTS N 1 DATE' PLAN VIEW REVISIONS DESCRIPTION' 31 00 REV PER CITY 1 /2 99 APPLY REQUIRED. SEED SEE AND TESL MULCH NOTES AS GROUND [ EXIST 2 �-- 2' MIN. • BY' KAM SEDIMENT TRAP NTS CHECK DAM 2 " -4" ROCK NATIVE SOIL OR COMPACTED BACKFILL GEOTEXTILE 6' MIN DRAWN: JES IDATE: 11/16/99 PROJECT: 98407 NOTE: 1) STORM DRAIN INLET PROTECTION TO BE MONITORED BY CONTRACTOR 2) ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES GRATE 1' MIN DEPTH OVERFLOW SPILLWAY CROSS SECTION A 1' DEPTH OF 2 " -4" RIP —RAP 1' OF 3/4" - 1 1/2., WASHED GRAVEL • GEOTEXTILE CROSS SECTION B DUNCA ei B INC. Ch9 seek • rep* • Lea llsrMU Inurr ee tvsr r w . A_ Ins MMin (fesIMse . . .ern C1.2 CATCH BASIN /FILTER FABRIC INLET PROTECTION NTS MIN 1' DEPTH 2 " -4" ROCK MIN 1' DEPTH 3/4 " -1.5" WASHED GRAVEL 1' MIN FREEBOARD RIP RAP DISCHARGE TO STABIUZED CONVEYANCE OUTLET OR LEVEL SPREADER RECEIVED OCT 3. 0 PUBLICORKS PUGET SOUND INVES MENT GROUP :I TUKWILA SHORT TEMPORARY EROS SEDIMENTATION CONTR N& L DETAILS s Lo +0L £9 ii Os O£ +0L 11 £9.094 ' YL PROPOSED Ft PROFILE 55.00 +1.I. IS i i i — d ! 28.37 4 G: IIA 01A IV - IE 1 IE NIF4 ACCESS RIM= RIM= -5 540 60 48" CMP RISER; W4.13 WEST 63,76 EAST 12' 1 -1 2 -1 CCESS ROAD " CSTC 2" CSBC 48" CM ACCESS RIA1 =48 RISER; 81 WEST I IN -454 50 OUT =454. :•AB ! AO / tSOAJ 11 -- CF .- EP 2" VENTS ON 60" CMP-..,, 1 I 1 ; ` � .... FT 36 STUB, TYP 94 LF 12" O 1 82 LF 12" CPEP 0 '.14R 70 B 2 EA, OSWALE 101 LF 60 ALU S.= INIZED STE L DETENTION 000 FT /FT • PIPE Nor INTAKE EX 0 STING GROU = 105WALE 23 LF I/ S =0.17 \ D -- C " C )9 FT /FT D m = 460.72 cH EXIST RO' . CB 8 1 qg 7 CB 3, CONTROL STRUCTURE = 0 CB 4 OUT c 1' ALL OSWALE CE TERLINE LF S =1.010 FT /FT DALL FMM.� IE IE OUT 401 .57 IN 455.94 = 488.94 /� &ALL RIM-484.43 IE IN- 444.29 IE OUT - 465.08 1, SHEET 01.4 L 28 L 1 Q wtu = 460.30 1 JT : 45 2 7.39 IE ='54.5 LF 12" C 5-0.0143 FT/FT • PEP I IE R =4• .80 N =454.50 5 IUT =4.50 5 G1` � • LF SEE DETAIL 12" FT/FT CPEP 1 Q • N IELD OTE: VERIFY iEIGHTS ROAD ,' ONSTRUCTION. ELEVATION (F CENTERLIN. FOSTER PRIOR TO Co 5 28 0.0025 3 RIM - 484.10 IE 1N=4 IE OUT - 4.54,90' 10 LF 12" CPEP_ FT/FT 4.90 I . l: I I RIM IE CUT =480.88 ZALL 437.8: 1�.LL • IE WT FIELD VE . TANK IE IN- 449.57(12" • 72f(EX le "IFY PRIOR INSTALLATION 453.59 o EAS RECEW TO .00T a 3 0 21 o) &S.0.0330 Li) to W n CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 45.46 55.00 47'21'20" C2 28.37 100.0C 16'15'28" CUT(CY) FILL(CY) NET(CY) METHOD 1400 • 380 1040(C) AVERAGE END YARD DRAIN 0 EXISTING CB RIM= 461.92 IE IN= 458.62 IE OUT =458,52 8" CPEP SR 2 TYPE 9, 48" STA 11+88.82, 12.34' R C�g' 1Q ) � CB 9, TYPE CB 3, TYPE 2 72" \ STA 11 +88.18, 0.42 R Q SEE DETAIL 1, SHEET \C1.4 / i /i/ I 1 i Illl is i / /??*3 i i / 9±! k / 4,,, , / / / J/l� CB 7, TYPE 1 Tt-IRU CURB INLET) T A STA 11+00.70, 28.22 R - NOTE: • LOT 6 TO HAVE INDIVIDUAL DISPERSION SYSTEM; BUILDER TO. COORDINATE AT BUILDING PERMIT STAGE STREET LIGHT; SEE DETAIL 3, SHEET C1.4 10' UTILITY EASEMENT CB 10 TYPE 1 STA 13+14.89, 80.29' L' ; RIM - 470.65' ,LALL IE IN.489.16 IE OUT ■488.12 2' ' REMOVE EXISTING GRAVEL DRIVEWAY CB 5• TYPE 2 54" ,& • TA 12 +99.57, 8.38' L SUBSURFACE DRAIN; 137 LF 6" ADS PERFORATED PIPE W /SEDIMENT SLEEVE G1\ 0 %1 /i ._ / i �/J/2! % .1, 2 , 1 W IDE ACCESS ROAD li ( �WI� SEE PROFILE THIS SHEE:In IE =455.5 CB 6, TYPE 2 54" } STA 11 +89.85, 4.98 L ■ 8 "ADS LOT 10' PUBLIC UTILITY EASEMENT 10' DRAINAGE EASEMENT MONUMENT PER TUKWILA STD PLAN RS -7, TYP. 1'•1.\ 1.1)7' OOJNDU•Ni8(' 6 6s4 Pt ROAD ALIGNMENT PROPOSED TO MATCH CENTERLINE OF FUTURE PLAT OF FOSTER HEIGHTS ADDITION (UNDER CONSTRUCTION) REMOVE EXISTING TYPE 3 BARRICADE AND 'GIVE TO TUKWILA PW EXTEND STREET LIGHT CONDUIT TO EXISTING STANDARD IN PLAT OF FOSTER HEIGHTS REPLACE EX CURB. CUTS WITH CURB & GUTTER, TYP CBI TYPE IL STA 13+32.61, 33.48' RD EXISTING 18" CMP 23 LF . 12" `'I 12" INTAKE 'I'I DAYLIGHT PERF PIPE TO BIOSWAL .)1 IE= 454,00 •:` CB 4 TYPE 2 54" STA f2 +99.76, 0.64 LQ • EXISTING POWER TO BE RUN UNDERGROUND; COORDINATE W/ PUGET SOUND ENERGY • EXIST RING EMOV GRAVEL ED DRIVEWAYS TO B RIP RAP OUTFALL PROTECTION W =7' L =12' CROWN =1' (TYPICAL AT SWALE INLET ;de OUTLET) A f�/(�\" J:I.1' t ul 1 HOME T „ I , I , ) ,, ,,,, �, RA CTS STA 12 +13.64, 27,25' R 12" OUTFALL IE =454,5 II RESTORE CURB AND REPAIR ASPHALT PER DETAIL 6/CI.4 n SOUTH 144TH STREET LABELING NOTE: DATA SHOWN IN BOLD REPRESENTS AS- CONSTRUCTED LOCATION (TYP) •1:•1. \' 1.(.)•1' (10.1(11)1). )5611 RIGHT -OF -WAY AS PROPOSED UNDER PRELIMINARY PLAT OF FOSTER HEIGHTS EXISTING CB 1 (1E OUT=431.61 RIM - 436.41 IE IN- 431.46 1I IE OUT =431.61 GRAPHIC SCALE 10 to 40 ( III rECT t' 20 Horizontal 1" - 4 ' Vortical 10+00 R/W 5' 2X LOW POINT ELEV = 460.54 LOW POINT STA = 10 +11.85 PVI STA = 10 +16 PV1 ELEV a 460.38 A,D, = 4.82 K =6.02 N CEMENT CONCRETE SIDEWALK PER TUKWILA STANDARD PLAN RS -11 4" CLASS B ASPHALT CONCRETE 2X 10 +40 , loom 14' 10 +80 I' I O DATE' 9 30 02 I III ', II III I I 111 I." J ' I I III I II II II II 1 11 III 11 o-m I I II 1 I 1 I I J I I I II I II I !) 3I' : , I . I . III . � ,. n, I,..II, I I I I I I I I • - WE • r: .. rl CI Z tt 01 b t `! S C 1 AS III 1111111IIrI' I11111111I111111111It 111111111 1111111111111111111 6 111111111IIIIIIIIIII111111111I111111111 1 11111111IF 111111111I111111111IL 1111111l111111Illlll LEGEND EXS11NG CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING UTILITY POLE 0. ( ) EXISTING FIRE HYDRANT I <l EXISTING WATER VALVE • PROPOSED CATCH BASIN, TYPE I • PROPOSED CATCH BASIN, TYPE 2 • PROPOSED SANITARY SEWER MANHOLE 0 48" CMP ACCESS RISER PER KCSWDM FIG 5.3.2.B s-s PROPOSED STREET LIGHT; SEE DETAIL 2, SHEET C1.4 O REMOVABLE BOLLARDS PER KCRS DWG 5 -013 e FIXED BOLLARDS PER KCRS DWG 5 -013 40' 14' CEMENT CONCRETE VERTICAL CURB PER TUKWILA STANDARD PLAN RS -11 11 +20 2% 1 1/2" CRUSHED SURFACE TOP COURSE 8" CRUSHED SURFACE BASE COURSE COMPACTED SUBGRADE 24" MIN COMPACTED DEPTH STRUCTURAL FILL (ON SITE OR IMPORTED GRANULAR FILL AS APPROVED BY THE GEOTECH ENGINEER) TYPICAL ROADWAY SECTION N TS REVISIONS DESCRIPTION' RECORD DRAIWNG BY' JMB -5' 2% NOTE: CITY OF TUKWILA STANDARD. LAYER THICKNESS MAY BE LESSENED BY GEOTECHNICAL ENGINEER. tn • EXISTING GROUND, w 0 STA CL (TYP.) O W I.m 11+60 R/W 1 10' PUBLIC UTILITY '1 I EASEMENT CR 8 RIM - 464.80 N IT PER TUKWILA AN RS -7, TYP. O 0 O 12+00 DUN Qt PROJECT: 98407 10 12 +40 DRAWN: JES DATE: 11/16/99 N 1 " =20' CUL -DE -SAC DETAIL EARTHWORK QUANTITIES eF, INC. Cltll WNW* • Sutgiy • lard Malloy wn taM "5" . IN1/1K1N1 No INQ24444U NOTE: THE ABOVE QUANTITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR BIDDING PURPOSES. THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION, UNSUITABLE MATERIALS OR SUB -GRADE CUTS. EXISTING GROUND 0 PIPE(WEST) CL C1.3 12 +80 C8 3 TYPE 2 72" 1 \ • STA 11 +88.18, 0.42 R A • \ SEE DETAIL 1, SHEET Ytt CB 7, TYPE 1 THRU CURB INLE' 1 + N Li \ STREET \DETAIL 13 +20 _10 PUGET SOUND INVESTMENT . GROUP TUKWILA SHORT PLAT GRADING & DRAINAGE PLAN 470 465 460 455 450 445 D2 . KS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4 z ~ W w � J U U O W J F- W Q _ J W Q • a W Z I- O ZI- W • W U O - O I- W UJ 2 I- -O Z W U = O ▪ 1- Z ® aes L Lii i u �..v, ®' gem yes ral