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Permit 5604 - Time DC / Allied Body - Grade and Fill
CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT (POST WITH INSPECTiit)N CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT NO. 5 (,� 0 y DATE ISSUED: FEES DESCRIPTION BUILDING: PERMIT: FEE AMOUNT RCPT 1 239.00 PLAN CHECK FEE 45.00 61'31 BUILDING SURCHARGE 3.50 ENERGY SURCHARGE OTHER: DATE TOTAL - PfiO.Jf (' 1 Itlf O Rf.1A 1 IOFJ 287.50 12855 48 Av S PROJECT NAME/TENANT Time D.C. (Allied Body) TYPE OF New Building U Addition U Tenant Improvement (commercial) U Demolition (building) E Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other 49,000 ASSESSOR ACCOUNT # 000048 - 0013 -04 DESCRIBE WORK TO BE DONE: Cut 10,000 cubic yards, fill 10,000 cubic yards PROPERTY OWNER Bedford Properties PHONE 241 -1103 ADDRESS 12870 Interurban Ave. So., Tukwila, WA ZIP 98168 CONTRACTOR SSG Corp. PHONE 367 -9393 ADDRESS PO Box 33978, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # SSGCO * *249J8 EXP. DATE5_28_89 ARCHITECT David Kehle PHONE 433 -8997 ADDRESS 12878 Interurban Ave. So., Tukwila, WA ZIP 98168 USE: FLOai4 ('UUt c'O1.11't IArJ('1 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: N/A UBC EDITION (year) 85 SETBACKS: N - S - E - W - FIRE PROTECTION: ❑Sprinklers ❑Detectors ®N /A UTILITY PERMITS REQUIRED? (through O Yes ©N o Public Works) ZONING: M -1 BAR /LAND USE CONDITIONS❑Yes 0 N regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. CONDITIONS (other than those noted on or attached to permit/plans): All grading/fill operations shall be continuous monitored and special insper.ted by the on -site engineer (GeoEngineers). Copies of all inspecti _marts shall be submitted to the Buildin Division in a timely manner. Prior to final inspec -off of th,s permit an as -bui t p an and associated reports shall be s a to the APPROVED FOR Bu i Yd i D i v i s i, 'n : BUILDING ISSUANCE BY: `' (1L� 'r 1' /71 t'G6 4. R,n, OFFICIAL DATE: iJ - 2A -�-F -cy I hereby certify th t I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: ���-t7'" DATE: S " ;- y "0 9 PRINT NAME: ti 6�� I�Krr - COMPANY: �„0 v,- R. 1 This permit shall become null and void if the work is not commenced within 180 days from the date: of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. ly on tic t GRADING /FILL PERMIT APPLICATION TRACKING PLAN CHECK NUMBER �0 -1D& PROJECT NAME � �� c , (a,ai,ci' ) SITE ADDRESS JA8 5'5' W S GNU is :`;':;;iy;'• <:;:t::i, ��� .. � ....J�...� .�� �� +:li {;f:::, ±:$• ji < %i:%iir ''r' %: %ii n•.C:4i:v}:•.. : : :.: .......:.. ............�... .r .. ..: x:. v:::. �:::::::::::r:•:•.v ^ /v :.......r ..n,:..v;.,.yy.; ...: J.. ;v:::.:::: u::. � : :: :.n::::..i•:.::.� •::: ):::.):. }5::::: n:::..: :•:.x;::•: ;:;•;.,•::.. : }: }::.? ::.:: :•i:•:::G:::.,.:r::.......... :. r..... n. SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. :4�: :n;:;r; {.; };.;..:•: :::v: iii•:::: )):• ?:•i::CC::: .. � r.:::•:: : ::: r::•.•.. ))::: )!::•:•)F.• {.: ):::•i:: %i ?i :::: ..:... :.:.:.::..... y�y `( y���//y���� v.::..(.i•:.�:::4)i'S'Y:L: :ti } %j�l�t:•i..:.. ��v:.. is :`;':;;iy;'• <:;:t::i, ��� .. � ....J�...� .�� �� +:li {;f:::, ±:$• ji < %i:%iir ''r' %: %ii n•.C:4i:v}:•.. : : :.: .......:.. ............�... .r .. ..: x:. v:::. �:::::::::::r:•:•.v ^ /v :.......r ..n,:..v;.,.yy.; ...: J.. ;v:::.:::: u::. � : :: :.n::::..i•:.::.� •::: ):::.):. }5::::: n:::..: :•:.x;::•: ;:;•;.,•::.. : }: }::.? ::.:: :•i:•:::G:::.,.:r::.......... :. r..... n. O BUILDING - initial review ,c} /"1 iy 5���$� (ROUTE ? CONSULTANT: Data Sent - ` o� �'� Date Approved - PERMIT EXPIRES J�)',�' ::r t p� � BY: (init.) AMOUNT OWING PLANNING 5 "3-87 r 7 re .ti� U CONS DlT NS? ( Yea SEPACHE 1ST REQUIRED? (7 No Yet DETERMINATION: ,5 `,! INIT'' • REFERENCE FILE NOS.: j <<j -- 5" tiil PUBLIC WORKS 3'gq _ f ; (� UTILITY PERMITS REQUI ED¢ 1 is R Fjo ) HAULING PERMIT REQUIRED? n Yes No INIT: els- PUBLIC WORKS LETTER DATED: --11/ O OTHER INIT: O BUILDING - final review 5-93-0 r 5 � • UBC EornoN (year): 8' INIT. it, / . REVIEW COMPLETED PERMIT NO. CONTACTED DATE READY " a - q DATE NOTIFIED ` o� �'� BY: (init,) J PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING o2 i 2, 5-0 3RD NOTIFICATION BY: (init.) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 GRADING /FILL PERMIT APPLICATION PLAN CHECK 5(1100 NUMBER THIS FORM IS TO BE USED IF GRADING /FILL IS NOT ALREADY INCLUDED AS PART OF A BUILDING PERMIT. FEES (for staff use only) DESCRIPTION:: BASIC PERMIT FEE: AMOUNT : RCPT # DATE:< PLAN ' <CHECK 'FEE BUILDING ::,SURCHARGE? OTHER TOTAL SITE ADDRESS SUITE`6 PR ECT NAME/TENANT ►►- 7 - - 61212rX 4 CUT (YARDS) 'OI7 VALUE OF WORK - $ gG,00v ASSESSOR ACCOUNT # X7d42• �•t FILL (YARDS) Oy . DESCRIBE THE PURPOSE AND EXTE T OF F L RADING: iroz. rk g, Writ2t/ arAWEET24444 -*at. PROPERTY OWNER ADDRESS "rbb7D CONTRACTOR ADDRESS '.b lacig WA. ST. CONTRACTOR'S LICENSE # ) ARCHITEC bt? ADDRESS `, b7,t:, PHONE 41- [1c* PERMIT• ZIP*; PHONE rot- q v3 ZIPr� PHONE z1R� 7 BUILDING OWNER OR AUTHORIZED AGENT ADDRESS 1/L,E, i ► ; /• CITY /ZIP ,' .• • , CONTACT PERSON PHONE' ,f t1j APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/30/89 GRADING /FILL/EXCAVATION Completed grading/fiil.application Q Two (2) sets of plans, which include: • Site plan • Topography -both existing and proposed contours • Temporary erosion control (if applicable) • Soils report stamped by a Washington State licensed engineer may be required (2 copies) • Environmental Review completed through Planning C A separate utility permit application and plan submittal may be required depending upon scope+of work • A hauling permit may be required,by Public Works. A separate application is required in addition to route map, $2,000 bond, certificate of insurance, and $25.00 permit fee. rster.s ualtredo SIMItrNameiy9alues' �uwseu�tanNmruuwxtaimoftsrawdiedda+swahwNw+meaw rawrw. 401011! basbxaKJauIYS UdWeer'e104d006.3CntiONO. whtitintoll ..x serrswincsaree^ • CITY OF TUKWILA BuiliM Department 6300 thcenter Boulevard • Tukwila, MA 98188 (206) 431 -3670 Type of Inspectio Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # (� e2)47/ Date Date Wanted 0030-S- Ve) da p.m dig _Aar_ SOS Project lAAftge, Phone # Inspection Results /Co cc re; Inspector J` /�►s...�_..- Date t' Geo Engineers Bedford Properties, Inc. 12870 Interurban Avenue South Seattle, Washington 98168 Attention: Mr. Joe Layman May 12, 1989 \JAAY 231989 \ i Consulting Geotechnical Engineers and Geologists Backfill Compaction Specifications Subsurface Fuel Cleanup Project Former Time -DC Trucking Terminal Tukwila, Washington File No. 1199 -07 -4 INTRODUCTION Specifications for backfilling the existing open excavation at the former Time -DC Trucking Terminal in Tukwila, Washington are presented in this letter. Approximately 13,000 cubic yards of contaminated soil have been removed and stockpiled in two areas of the site in response to the discovery and remediation of subsurface fuel contamination near the former underground fuel tanks. Excavation of additional soil contaminated primarily by diesel fuel continues at this time. It has also been necessary to remove some noncontaminated soil in order to gain access to contaminated soil in the water table zone. Approximately 1000 cubic yards of noncontaminated soil is also stockpiled at the site. Because refined fuel products are less dense than water and are immiscible in water, subsurface fuel tends to concentrate in the zone of water table fluctuation. It was necessary to excavate 1 to 3 feet below the water table in order to remove soils with concentrations of petroleum hydrocarbons greater than regulatory cleanup guidelines (200 ppm). GeoEngineers, inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746-5200 Fax. (206) 746 -5068 N4 Geo' �: Engineers Bedford Properties, Inc. May 12, 1989 Page 2 Consequently, the work area presently has standing water at the base of the excavation. Some portions of the excavation bottom also continue to have hydrocarbon concentrations greater than 200 ppm at this time, On -site incineration of the fuel - contaminated soil is expected to begin within two weeks. This treatment process will permanently destroy the hydrocarbons in the soil and also remove essentially all of the soil moisture. The treated soil that exits the incinerator will be hot (300 ° - 400 °F) and powder dry. It will take several days of cooling before the treated soil can be handled safely and returned to the excavation. The contaminated and noncontaminated soils removed from the exca- vation consist of layers and lenses of sand, silty sand, and sandy silt. Once these soils are stockpiled and treated, the soil is expected to have an average composition of silty fine to medium sand. This material will be moisture - sensitive and must be conditioned to v ithin a relatively narrow range of moisture contents to permit successful compaction. Silty sand cannot be compacted successfully in standing water or in the presence of excess moisture (such as during a rainstorm). The soil also cannot be compacted to desired standards when it is dry. However, once compacted, the material is suitable for support of conventional, lightly loaded structures such as warehouses. Because of the moisture- sensitive nature of the silty sand backfill, it is necessary to use nonsensitive coarse backfill for that portion of fill that is placed in standing water at the base of the excavation. Crushed concrete rubble (particle size up to 8 inches) has already been placed at the base of the eastern part of the open excavation. It is expected that this material will continue to be used to fill the lowest portion of the remainder of the excavation. SPECIFICATIONS COARSE, FREE- DRAINING BACKFILL The initial lift of backfill should consist of: (1) crushed concrete rubble with a maximum particle dimension of 8 inches and less than r• Geo~ Engineers Bedford Properties, Inc. May 12, 1989 Page 3 20 percent by dry weight passing the No. 4 sieve, (2) sandy gravel or cobbles with a maximum particle diameter of 8 inches, less than 20 percent passing the No. 4 sieve, and less than 3 percent passing the No. 200 sieve, or (3) other processed inorganic mineral aggregate materials meeting Criteria No. 2 above. The base of the excavation should be cleaned of mud, organic debris and contaminated sediment prior to placing the coarse backfill. The backfill should be placed in one lift to a height of 12 to 18 inches above the water table. When the initial lift of coarse fill has been placed across the entire base of the excavation, the surface of the fill should be thoroughly compacted until firm and nonyielding with a smooth -drum roller. Vibratory compaction can be attempted. However, if any tendency of pumping or weaving in this initial lift is noted, the vibration action should be stopped. Additional coarse fill should be placed and compacted to stabilize any areas that are prone to excessive deflection under the action of the compactor. A woven geotextile fabric (Mirafi 1200 HP or equivalent) should be placed over the final compacted surface of the coarse fill prior to placing additional backfill in the excavation. A leveling coarse of crushed rock can be placed directly above the compacted fill, if neces- sary, to reduce the risk of puncturing the fabric. BACKFILL ABOVE THE WATER TABLE Backfill placed above the geotextile should consist of noncon- taminated soil removed from the excavation, treated contaminated soil, or imported mineral soils. If imported soil is used as backfill, the imported material should consist of natural or processed soil that is free of contamination and organic matter and contains less than 20 percent by dry weight passing the No. 200 sieve. The backfill should be conditioned to the proper moisture content for compaction, spread in uniform lifts with a loose thickness of 10 inches or less, and each lift compacted to at ]east 90 percent of maximum dry Engineers Bedford Properties, Inc. May 12, 1989 Page 4 density . as determined by ASTM D -1557, Method D. The uppermost 2 feet of fill should be compacted to at least 95 percent of maximum dry density to provide an adequate subgrade for a pavement section. Moisture will have to be mixed carefully into the dry, treated soil to allow successful compaction. Compaction of these soils will be difficult during extended wet weather. TESTING Qualified geotechnical personnel should observe the placement of all backfill and test each lift of backfill placed above the geotextile for compliance with the compaction standards. We would be pleased to provide these testing services. 0 0 Please call if you have any questions regarding this letter. •'`y A. f •% . t;z;'!�1 o • • Yours very truly, GeoEngineers, Inc. n y • f:TTEy JR, i 12,44, se•....9" alp:. • rNAL 16111101W16- Three copies submitted mes A. Miller, P.E. Principal Geo ytO Engine€: 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746.5200 Fax. (206) 746.5068 TO City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 ILIE T C O[F cG>3GJG em on'Laf= M[ Y 2 3 1989_ DATE May 22,•1989 ATTENTION, Ms. Becky JOB NO. 1199 -07 -4 RE: Geotechnical Services WE ARE SENDING YOU a Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans Cl Samples ❑ Specifications ❑ Copy of letter ❑ Change order 0 COPIES DATE DESCRIPTION 1 5/12/89 "Backfill Compaction Specifications Subsurface Fuel Cleanup Project,. Former Time -DC Trucking Terminal, Tukwila, Washington" THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval' E For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints REMARKS ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO .SIGNED: It enclosures aie not as noted, kingly nodry ua of once. A L iVV.`Vliliy rl�f -71Y11 1 (POST WITH INSPEC'':' )N CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5(10 DATE ISSUED: 5_a /' -�9 FEES DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 239.00 (fro/ 5 -qty. -$9 PLAN CHECK FEE 45.00 BUILDING SURCHARGE 3.50 ADDRESS 12878 Interurban Ave. So., Tukwila, WA ZIP 98168 ENERGY SURCHARGE OTHER: TOTAL - 287.50 PROJECT INFORMATION S 12855 48 Av S PROJECT NAME /TENANT Time D.C. (A l l TYPE OF New Building Addition WORK: 0 Rack Storage O Reroof DESCRIBE WORK TO BE DONE: sui VAL O CONS - C ON - S 49,000 i ed Body) ASSESSOR ACCOUNT # 000048 - 0013 -04 U Tenant Improvement (commercial) 0 Demolition (building) C� Grading/Fill 0 Remodel (residential) 0 Other Cut 10,000 cubic yards, fill 10,000 cubic yards PROPERTY OWNER Bedford Properties PHONE 241 -1103 ADDRESS 12870 Interurban Ave. So., Tukwila, WA ZIP 98168 CONTRACTOR SSG Corp. PHONE 367 -9393 ADDRESS PO Box 33978, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # SSGCO * *249J8 EXP. DATE5_28_89 ARCHITECT David Kehle PHONE 433 -8997 ADDRESS 12878 Interurban Ave. So., Tukwila, WA ZIP 98168 CODE COMPLIANCE JSE W R SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET ocC. _LOAD TOTAL. SQUARE FEET , TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: N/A UBC EDITION (year) 85 SETBACKS: N _ $ - E - W -- FIRE PROTECTION:OSprinklers 0 Detectors 50 N/A UTILITY PERMITS REQUIRED? (through 0 Yes ®N o public Waks1 ZONING: M -1 BAR /LAND USE CONDITIONSOYes No PRINT NAME: ,b 4 ,;,L :ONDITIONS (other than thoso noted on or attached to pormit/plans): All grading/fill operations shall be conti nuou: HS/ • -. .. S. I 1"0 . 1• •i— • -is i•- GeoEn•ineers . Co•ies of all ins•ecti . .D.o_rts shall be submitted to the Buildin Division ina time y manner. 'rior o ina inspec and sign -off of ti-,s permit an as -built p an an associa a repor s s a Ge su APPROVED FOR Bu i I'd i ' . Div ' six,: BUILDING SSUANCE BY: ,..� ' if : ' ' j p , OFFICIAL DATE: _ i7 - Ze f- • - :c? I hereby certify th -t I -have read and examined his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. 'SIGNATURE: [72.4_4174" /4? /- DATE: S - . - if `0 9 PRINT NAME: ,b 4 ,;,L COMPANY: ee%4 4,-f Rop e")6., This permit shall become null and void if the work is not commenced within 180 days tom the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. :,ERTIFICATE OF )CCUPANCY NO. DATE ISSUED: ud,ou J ly on tic 1 r 7 Lir11.y1: 162 [10'6 i,. - -ti'Lcil.4 !oel.0 ;J( I.IN -2ficA -i. Lx167% /7, ;ter +I; ) r2r�r -! 4 /2 1�7 t 1G '�% Lli'�t ✓L ' t r izr V' M viii, %►, 4 .•c''A, t LL Ui11..CtirY' ' •�� Ilv7 /lNg!.to fvoil L+I't' 0 r Lit? r L,AILI f~ LE' /, 1 1 i3,1 (i2G0o05) e,!,t,1,J, 10 t 1," YN e Qoo Gre.) I i : L,r•� L. '00o e, riiJr1 W1 101146 0111E J.14E(ii%) VA JAI OF DE/-0 /11.p50.00 -OE eAll t-te. ■-!.,4=42r1 l SViInf'iIri*m -i -H EMc Purl? 16LAi'Io 4.111it.druriv F •U L fAriK-e?i ere. FIRE PI f'T. city or Ti w►LL 4 E PA � E:( Qulgfr�-�'i5 Iz�eGnA11 oNS. Tt5c,1_ Le.a AROUND 1= 101 AHK-s eY era APf7 V c iiifHc , s -7 10 \ f$ -1. 64„P y4A -TEl .A T xw rIki(� Mt' r" • OAP ay.lnili„ t-161, eoo 1 iscp 2 M pi ( 4ittUtr �t 2 %s'ityTti f r: Fy. �i'J /A" Jt� Ta U N�1 G r -k':iF .7# c'eN v 14J ,..;Af', jg.ovt (25 i.4C.7.6 gl.l.g•TiW>- �NjG:Cx p-9a4 F ` rzo a7t r4 PQc ilv i'f I bi' az r O)i..t vEletwEti IN P 3.0'02 L !2 Pirr o(.4 i'r ,k �' PuriP i0 .)LAND • J ~f, H, '> � rGRI'tC�e1't PAD L., 44!!0,(f4,, 40 /�G,GL. UNIT - 612.00110 AN VFrt1" Fait, '22 • (v n-, 47 L4a/zmt217t qr " l i At 10. 'i Lett Q 1 • ►I, 'I NEW TANK INSTALLATION SHALL BE PER UFC AND LOCAL FIRE MARSHALL AND SHALL CONSIST OF SINGLE WALL TANK W /CORROSION PROTECTION (FIBERGLASS OR APPROVED) W /NEW PIPING EITHER COATED AND CATHODICALLY PROTECTED STEEL OR FIBERGLASS. TANK SHALL HAVE SPILL /OVERALL PROTECTION AGAINST OVERFILLING OF UNDERGROUND TANK. LEAK DETECTION SHALL BE BY MONTHLY INVENTORY CONTROL AND TANK TIGHTNESS TESTING EVERY 5 YEARS (THIS WILL. ONLY BE VALID FOR 10 YEARS - THEN MONITORING IS MANDATORY), NOTE: EXISTING UTILITIES ARE NOT SHOWN. CARE, LOCATION AND PROTECTION OF ALL UTILITIES IS REQUIRED BY CONTRACTOR. 4i (O I 1 1I 11f 1i 1 I 1 ► II llT 1il7�ll"4 l cs�! I I ► I r , I . 1 ' ! I I I 1 ! 1I I 111 1 i 1!, Iit II, }I:: 1 I1f;; 'y1 I I I✓( ..l . """"t".. 2 l llil1.. ill...1. l. 1. 1j•,i..: l l.�.l..� i1_ I1 i II. II.fi1I1 III. •1� I {!A. li! 1_ .I._rI! } !F._.I l_ .ii..I...J, lllI1I°1Isx I I,. 1I i�1ll'. l' -CrI, n l 1't I..I I nhI�eI; 1 �. ifi. ! 1,i' ,r , f .rM3A!�rF , ,r ! I I I ;1,! 6 7 r • *%, ! . FFMN 12 Z 8 If the rnicrcf:Imed document is Tess clear then this notice, it is c'ue to the uslity of the cr'ipinel c'ocument. Ge 9e ez ec - « Oe� bi.__.- et Lt .._91. t Vl 'el ... 31 Li OI a e 9 ,, e z Ww U III 111 1, I I i, 1 1' I 311 i� I I 1 1" � 1I i I I � 1 I I I I I t,�, i 11 IIII'1 1!113: I! I1!�II��!11 1111:,;!! 11!1 !Ili 11111;11 III 1111 jlil I1i111111 311111111 114111 IIII�II,III►1; IIIIIiII! 1IIIIIIIIIIII( II11111111!! 1 !iil!1111!I�I111I!IH1ii!III+I1 I{ 112 1 I IlII IIIIlIIIII1IIiII!Ilti , ll,1 0E; ,mac: I i lil! !I!I!I,tl! ±!!I!I�i'Ifl!I!II!Iii J 11111111 1!IIIII!Il�iiilll ,i!l111 LEGAL DESCRIPTION (F` Ameriwnt Titre � Com� �;rnrliil•rlefti N4 i i394'�I ;ap�il ��., The 16nd referred to in thin commitment Id situated in the Stott of W,ahington Coltnty of King and is dercribad so follwes PA*CEI. As That portion of thli Stophan 1roeter Doi'tstion Claim No. 99 0994 at tho C. C. Levis ,nation C1>ltio No. 37, in Bstt.iona 19, 11, 14 end 14, Township Donation 73 North. Range 4 rust, W.N., -in Ring C'turty, ottningtot, described as follows: COmitonttng at a point Which boars North 40'O145a Woot 020.13 fast from 6 renument at the point of intersection of >a curve on the t'entsrline of the Doossish- Benton Junction POed, sold point of lntersactiah being approximately 1,000 test tent end JO toot South of the Quarter cornor bitves'n said Sections 14 and 1t.t thence North 49'24'00" lest 935.00 feet on a line pare! Iel tO sod 150.00 feet Northeasterly of the centerline of said Ouveoish- Renton .junction Road, to a point which gars Forth 81'44'15" Cast 199.17 rivet from the port of cur'v` on they centerlin, of the said Duwtoish- iaerstcrn Junction Road, said point of curve berinq eopresxioately 1,200 toot Prorth and 440 toot West of the goarter corner betveen said Sections 14 and 15: thence South 40'36'00" Nest 20 feet to the Kortheasterly oatgin of the right -of -way of the Puget Sound Electric Nailwiy, arc 'Stet:liehed by deed recorded under 'WI County «ecordinq No. 110653 (and now known sa the City of a`attle trensarission line right of way): thance North 49'24'00" west along said right-of-way 9410.P9 feat to the true print of beeiinninq, thence South 19'24'00" tart 400.00 feet: :hence :north 40'36'00" fast 701.)0 fe4rt; thence South 49.24'00" Last 464.29 foot: thence North 40'36'00" Efst 583.20 feet to a point which is hereby designated for purposes of this deeleription so Point A: tenoe continuity: North 40.36'00" toot 633.15 feat, fore or lout:, to a point 230 foot frog the, centerline of the right -of -way of trim Steel Hill Bridge Pavetment dese:ribed in (it'd recorded under ring County Pecorcling No. 6029599, which point is also on tho Southwesterly line of a tract of land conveyed to King County by dead recorded under King County Recording No. 60 ?95x9: thence Westerly, along the S „uthwwrsterly line of sold Trarct, 40 feet to the post westerly corner of :raid tract. thence North 40'36'00” East 30 tact, sore or less, to tho Southwesterly cargin of the right-of-way of the Steel Hill 1lrisleye Ravetrar't deot crDtJed 00n l istrueent cecordsd under King County xacordinq thence• North I rtrr ly along the Southwesterly toroth of said right -of -way of the Steel Hill Bridgt Revatr'ant a dirtenct Ot 280.11 feet tc tl.e apparent lino of vegetation on th, left hank of the Duwa.rieh Pis-ar thenct uerterly and S'uthwrsterly tlonq said line of vasegetatt n to a point which bear* Forth 29'48':5" least fror Point A; theme continuing Northweatarly along said line of ve9atatiern to e paint which t'4 are :tort:, £C3'0'" fast f ror the true point of beginning of this dst:criptior•: thence South 46.36'06" West 10 Beet, :tore or lees, to an iron pip,. Cr , that for ai Eh* bark, of tho Duvaeli3 River: thence continuing out 40'36'00" West 1,196.46 foot to the true point ot beginning: ixctr^T that portion described se follows: Beginning at the true point of b4'pinning described above; thence :south 49•24'0n" toot 340 feet; thence North 40'36'00" roost 370 feat; thence North 40',4 100" Next 340 foot to a point vrhieh !rears North 40•)6'00' fact from the true poi/it of begJnning: thence South 40'36'00" West 370 p*t to than trot point of beginnintgha; L)'CFS1 t portion convoyed to icing County by dotal rewarded unity 'too County Ra ordinq No. 7304200625, lying Worth/arty of thr fo31o�.')r.g descried line: Cornencino et Point A of the sb*ve dotoritmd mein tract: thence North 40'36'00" East 417.8z• feet: thence North 49.24'00' Went 40 foot: thence North 4 :'36'00" tent 20.043 feet to tho trot. point of beginning of said line and also Y'aing on the Northwraterly .lint 'f a tract of lord convoyed to Sting County by dead recorded under Yina County Recording i'ao. 4029:•1:9: thence North 52' 24'24" Nest 18.652 feet; thence vlo'rlg a curve to the loft having a radius of 369.00 Coat, an err distance of 247.118 .•opt and through a centrist angle of 7F'7Er'4is": thence Routh 89'06150" Newt 6r.547 foot: thence Scuth 87.39'57" Witt 37.569 feet: thence along a curler to the left having a radium of 134.00 loot. en arc distance of 83.37) feet, and through a centred angle of 35'0'4) ": thance° South 152')0'11" afoot 175.842 feet: thence South 3)'44'45" Nest 52.054 foot: thenre.$outh 62'03'04" Vest 53.967 foots thence Routh 67'22'29'° Nett 106.143 feet: thence South 72'19'14" West 36.620 foot; thence South 5!.1'4':'02" frost 50.290 feet: thence North 81'29'27" Oast 41.690 feet: thence north 72'37'14" Nest 65.122 feet; thsnrti Worth 1'30'11" fast 11.619 feet: thence North 04'40'31" Most 35.041 fret: thence South 64'I2'38" asst t2.11N feat: thence North 73'09'08" West 21.853 feet: thence North 62'39'06" Neat 61.991 feet: thence North 49'01'2:° Wont 45.809 foist: thenct North 47'33'01° west SC.700 feet: then:* North 43'34'74°1 West 75.276 feet. Mire or les*, to a point on the Northwtsterly line of 0010 t 0th tract vt:ich Wears North 40'36'00" East 1,170.019 Meet from the Soft Weisterly corner et told tract and toreinus of said line: ANt! EXCEPT the Sauthaest*rly 17 fort of acid prettifies, lying within tract of land 5O toot in width, convoyed to the City of 1ukvilri for 48th Avenue South by doodle recorded under King County Recording Nc , 5634221, 6634222, 6634823 and 6634124, raapectively. PAOCEL at An esotte tt tor sec ea to and utilities, lie granted by instrument recorded under Wing County Recording Soo. 8171: ?29, ewer that portion of the Stephen booster Donation Cleier No. 38 and of the C. C. Levis Donation Clan: No. 37, in Section 19, Tovnahlp 21: North. Range 4 fast W.1' ., In /Rime, Coursty, W,ashingttsrrt, hoinp e *trip of land lying 30 feet on *ton std. of and adjoining O centerline deacribee9 As follows: Coetisencio, act A point with bwhfrs North 40'01.03°' Week 120.15 Coot from a monument at the point of itttsssctton of at curve an the centerline of the S9utea+teidh- ftento>s Junction hoed, staid point of intertevtion being epprottiatetsly 1,000 feet Rest and 210 foot South of the quarter corner between sold Sectiuna 14 and 15: thence Korth 49'24100° West 835.09 fest on a line parallel to and 150.00 feet Northeasterly of the centerline terline) of said Duvasish- Itentesn Junction Reed, to a point which beers North 81'44'15" foot 199.17 foot front the point et curvy on the r.nterline ot the said :amen- flontow Junction hood, amid point of curve being epproxiatetly 1,200 fleet Korth and 400 teat West of the quarter corner between said Sections 14 and 157 thence South 40')6'00" :feat 20 toot to the Rortii:aaaterly virgin of the right-of -oar of the Puget hound tisctric tteiluay As 4 tebl ieh. d by deed rocord44 undor Xing County P000rding No 310698 (meet nov knovn at the City of sseattle transmission lino right of soy): thence North 49'34'00° Moot along meld right -of -way 810.29 feet to the true point of beginning of :said centerline! thence South 40•36'00" Hest 100 feet to the point of terminus of said centerline on the S(uthveetar ty margin of sold trine uitatien line right of way. Oath eitusto In tiro City of '9televilat. County of icing„ i xo 01 Washi, gton. FILE COPY I understand that The PI „n C 1:_ck approvals are suh;ect to crr::r's .:::I c::.'.:::.: ; c1-:cI ^pprcval of plans doe; of any adop e cc _; c: of contractor's copy Of Date Permit No 57,00 GITY Or TWiWILA APPROVED M4 44 i' 4 > 0 2 D op cc s W I— tor co r ch 1/ CO CO 1 Ktvt, rLAIK1 kv. mr:9(129006r-5) ElAlv. lot vv-p-IE efpooq-s wArry, LL N.111-431KIA 31, V50 cb,p, 7,4M ar awsni.16, la* *lore/a-14e. ( 61 70) VALUE: OF 7t-1Q i5'°A7.50,00 SAcy4a414e.. Lli‘itt2rit2eal,A1, 0-01 vxmov )(I41t CCiL 41." Purify isuitio 4 utiusgagoutio net. TANK/71Oct FIRE PVT) city o 114-:\vtL,A, 4., e geeVire-f-r--X-rtr5 4. KaclUtAilcti$, Thar toiLt mecum) rat...to-Ks t31/ grti A rPf&ovts MOH= •+tri vi.Tr.4.11K/N • er,t,t' m l-Ale a -7r4 i46re, aicit IWatt 00,11700wo /149 4.0/7, 1.34%t 5 .,1l 40 / e 710/1 •VOtair 16911 )144 iit '2 v 14 ettAve, WM 4 12H0 ' LLi, 14111416(7 towo !oV fmt4ay ck Exm.1.1 r i jQ ti„ri-1k ,41`z(i.4Le 4 C71,T01cs4 zz tTNci.7 .R12 1) Lev t Q/cK Rat6t aPl tr wp.fre4d i4-6c,trrixffne.44T 5144-A,I(Asp p4;1,4 Fog Aiwa' 110 r*Hs F;WIKien map*. fAtz, RAktrill-1(4 tAteikT Mere-R. ,: RHo firlat .1‘ r/T,Ile7 bmackire011 10` Pirtou -4120,01- tut Mato agn-oza4 ti15eis12 1t1 ef-r0 tiV Put frib *14;11}40 .eoplart r PlJrlP: 16LAND COr-MAC% PAD 10)000 G40... umez‘gotnio Putt. tAw. --wig- yarn` eiPV, N CRT I--i ... _ to, /O hot ".,..!" --- too:, oot ,-,00.-h.O1 hooh..4. Or -.' - i ---- • '-' ,,h """7- -= - h -4""o?-, ' h - r I iIIIIIIIIIIIIIIIIII 11111111111111 IIIIIIIIIIIIIIIIIII111111111111111111111111111111TIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIII 4 cz ../ • 6 7 8 9 10 11 MADE IN 6FR.intif 12 410 i , I N3T7: If the microfilmed document Is less clear then 1 this notice, it Is ::i.le tc the quality ci the orioinel docunler)t, ot: 6, u,,, z.,', ,),. se ve ce ee --1.- cye bi iii -ii sii Ot ht Cl Zt tit 01, 6 ■ 0 L 9 O O E 1011111111"!11110111.1iII1I1II1IIILIMILIIhIllthini"..111001111Whild!W111rlifill1141111111111111Milirnh1111111111/11161111161111,6111111/11thillindli11/14111111114111111111111h11111111,11ifiiiIIIIIIII/Illlinlid/1111111111/11111j11.11111THI . --- - e ' . -' - '' ' ' ' ' ''''; '-' . '':•:.' '/'''' '' '-..-.'--- : :. -,- :.,-, ; -1..":-: .:.,---,..: ;:',-- .? -: .. *'. : -:' ';‘: ''''," -. -;:ii,i-;',.."..,:',:"' ' ''' ''' ...,', .- ':,„" ; - -,;(.: ...-,:::: -":::::, -'..---:-.::'??,-;_,:-;..f'::-t.',1:' '',,,'?,-,;• .. ':'_'-' ''''''',,--. , :::. '-' -,: ;... : ;....'':::, , ;2... :,::',/-:; ,"..*-''.',..: ',..:.2 , I.: -., , 'r ,. , •-; Lo!rowt JO?-gA K*440'1.0.641 NEW TANK INSTALIATION SHALL BE PER UFC AND LOCAL FIRE MARSHALL AND SHALL CONSIST OF SINGLE WALL TANK W/CORROSION PROTECTION (FIBERGLASS OR APPROVED) W/NEW PIPING EITHER COATED AND CATHODICALLY PROTECTED STEEL OR FIBERGLASS. TANK SHALL HAVE SPILL/OVERALL OROTECTION AGAINST OVERFILLING OF UNDERGROUND TANK. LEAK DETECTION SHALL BE BY MONTHLY INVENTORY CONTROL AND TANK TIGHTNESS TESTING EVERY 5 YEARS (THIS WILL ONLY BE VALID FOR 10 YEARS - THEN MONITORING IS MANDATORY). NOTE: EXISTING UTILITIES ARE NOT SHOWN, CARE, LOCATION AND PROTECTION . OF ALL UTILITIES IS REQUIRED BY CONTRACTOR. SI PLAM dwa•mw.INAIMOMOMWAINat=======' 1001 1111/1111111111WIIIIIIMMIIIIIIiIIII/i1111111111 161.1C■NR .. 2 3 , t ; , h5" '; ".,. - O : (..'.1 joh.,,h'..... ; )4 ,t■ ., /I ..h* i h,..., f ...,,, ,..., ' • . , /,,-- i ,. „ c, it ,::•-,° / ';- . . , / N. , k / F irst Amyl= lift listwarte Commy LEGAL DE SCR I PT i %corrtnitment Ne, 113944 1 April 2211905) Th lord referred te in this comoitoont lo situated in the aboto of Woshington County of Xing ond is describod es follows/ PAAC21. At That portioo of the; Stopeat Pearter thinotitto tloits 2140. 3$ and of this C. t. Loots Donation etolo No. 374 in Section* 39, II, 14 end IS, T0000hlp 21 North, Rehire 4 toot, 0.14.,r1t King taenty, Waohington, describod as foll000t Cam: i80 At a point which boor* 1004th 40°0069* Wont 420.1S • root tram • oonooent ot th4 point of lotorowetion of 0 curve on the tontorlino of the voyouiah-Rohtoa :unction %oat, osid paint of intorsoction befog opproxlftate/y 1,O00 foot foot end 20 tOst South of the quArtor corner botw000 mow *action* 14 Ohd theno0 Worth 49'24°00" Woat •.35,00 te41 on * lioo pot011401 tie end 150.0* foot Northotostorly of the canotorlise of void Ouvooloh-Aohtot Junotion Rood, be e point whioh board Not% 01.64•19" East 109.i7 foot froo tht point of curve at the contorline of the said 0.41wo*iaii-Ranton Junatioh Notideotd point of curve Owing opprovioctely 1,200 foot North one 440 foot West of the quarter corner Woven sold Section* /4 •nd 1S, thence South 4016°00* boot 26 foot to the North000torly margin of the rightnof.vsy of the Pogot Sound flOctriO AUY as, established by deed recorded under Zino County ocording iv. /10104 (and sow arsown *a the City of Soottlo tronoOfosiot One right of uney)i thence North 49'24°00" Root Olcose said right-Ofowoy 940.29 feet to the true point of boolositor theoco South 414'24100" tut 400.00 foot/ thenco North 10'36'00 East 702.10 toot: th•nce Scuth 4924°00" font O64.k9 feet/ • thence north 4036°00" fest 543.10 r*.t to 3 point which is hereby des/ions/tod for pop* of this dooeription a* tholot hi Wino* conrioutoo Novth 400O" teot 633.SY toot, veva or laaa, to a point 2)0 foot froo tFe cat of the ri#ht-of-voy Of the Steel Mill Bridos P000toott detcribod in teed recordod under fahq county Recording No. 60145SO, which point lo oleo oft tho Southwostorly line of et tract of liod cooveyod to Mine county by deed recordod under gin, cootkty Aocording No. 40O95VOI thonte westerly, along tho touthwootorly tine of watt Troct, 40 root to the post tostorly comer of o*Jd tract: thence North 4036'00 644 30 toot, root o or looti, te %tot nouthweaterly margin of tho riot-of-eel of the Stool Will Vtidoo Pevotoont described in 1s/strut/ant o•tordo4 under Nino County • cordini $O. to026200: thence Northwoeterly olofil tho dootheaotorly horoih of *oid right-of-woo of too stool HW Driot tovet000t 010t4nO0 Of 244.13 feet tc thr opponent lima of vocotation ON the loft bank cf than tuwooish Pivor: thonco wettorly *AO goothvootorly olomg sold lime of vegototlot tc' A paint which boors Worth 20•40*5S" West 0'am Point Al thence continuiog Northwootorly oiong sold Ain* of volototiOn • point which hours North 403600" toot frow tho troo point of beginning of this Oescrlptloo: th4nee South 40'3600" Wast 30 foot pore or loos. tO An Iran pipe on the. top of the baok of the ilvvossith River; then ea:Intl/using South 40.26400" West 1,1V6.46 104n to the try* point of bin-n; KXCEPT that portion doocribed Ott follows/ hooinnirg at the true poiht of biblinnitg described oho/of thence /tooth 49-24°00" Et 340 root/ then. North 4036900" Zest 370 root: thence North 492400* afoot 340 feet to h ohleh booro Worth 40'16°00" root I7oo the troo point of frogintiog: theme South 4036°00° Watt 370 toot to tho true, po4ot of booinnIng txrEPT that portion convoyed to Zing County by tao0 Tatorted under Ring County Roos/re/mg NO. 7404200625, 1yi09 Nothotly of tht followIn zer10.4 limrs Cot411.noino at Voir:2 A Of the above doseribod Wait toot t • thonce North 4056'00" toot 6,17.0U foots thonco North 4924°O0" west 40, foot/ thohto North 4fo34'00. East 20.691 foot to the troo pow of boqinnin; of gaid fine ood also toolno on tho Northeasterly 110* of s tract of lend vonvoyod to Itiog Coonty by deed recorded under Vino county VocordSno No 692950S: the-no. north 52'44°24" wont 10.OSX foot: thonce *lotto a curve to tho loft rowing o ratios ul 04.00 feet, bn arc diotonce of 247.S1S ft fond thtouOh centtatotolo of 36'215'05": thence tooth 00'06°50' %lo• t 0,3,,41' foots thence South 01-39152'= Wt 3/.50* toots • trot/Me oiCho 6 curvet to th0 loft hAvinq 'Cretan* of 444.b0 foot, on ere dietanto of 01.13, foot, and through a Coottaren-old Of. WC9•44•: thane. South thence South thootoofouth thsoca 0outh thoore South throoco South the :=11 thonce north. thanco t enor South thence Korth SV10.110 Wait 4744.*44 feett 6,344145" Woof $4.6$4 feett 4.3..114toin west 12.067 tra414., 47022'244sat 144.30 feet; 72•161140,10ot 0,44* feet; 42'07'01*Waot t4.0,614 tr*410 ovlo,p70' *oast 44.4140 teat 72.3/'14* West 4*.12t floOtt 1•30•31° toot-41.41a foott 64'40'114 woOt 15.0%1 foot; •411•36" moat 12.110 toot: 1334'O S" eheAC 24,6d3 feet; thence North 42•334360 Next 41.9es foot: thancs North 49•03%22eWvat,,-48.80% fa•tt thooce Worth 47'SPOIth-Weot $4.700 coot, thoh04.4 florthal'24'144tot /S/0 test, bOno ot low to 4 PeAht on the Nerthaeatorlylino af-abit elan tract tohich Metro North 40°36'00" East 1,1704010 loat from the oast Westerly corner of sold tract orof ler/Anus Of000inli lirs$ AHD tOCEPT that Southoost*** 4, foot Of'ould prealaeo. /yin* within trOtt of Jana e0 foet:InHuidth, Conifoye4 t0 the City • Tukwila far. 40th hyenas, South by deed* tOcordetihendOt Slog Vet/Pt? Pt/carding Pah, 6634221( 11.6)4m, 4;414221 6n4 tospoctively. • Obittel. 1St At 8084,848t ?O• OtOeflo toed ant tottlitleo. eapreeteal instrumnot rocorded undbt KA*4 Cohrair Aeltotaittit $6. It160 thot portIvn of the Steptiao featoa fitaatioa ClOtit Ob. 46 and al the C. C. Louis Donation Cloia Ro. If/, to hoction 1. tnnt4A v IA& North. #18•9a 4 0.a4t *.*(.4 A* 10,169 Coontle, Uhabihgt4114. Stab, 8 attip of lond lying 30 foot on eliCh aid*. Of *ad 04001$114 canterline Ihtecribod oe follow** At 6 poi uhith bobre Worth 0"0,11010* Waot 020.4it teat faro a comment ot the, point of inteetwetioh of-a vorv0 on the cantorlime of the thowslah-Perntott Jan-Caen heal. .daiapoint of Aftard**6A0* 06A*4 apptootootoly $4006 foot Zott and 20 fOot SOuth of tho quartoto4Othol botvosA *aid .0actIont A4 aqn1 t$p threw* worth 49•34teem Vast 1.30,:$0 feet on a IAA* torAlleA t ant 1 SO.00 foot WorthOtotetly Of th* toeitattAno of oval Dwvasioh-Ronton Jo4et10A Abed. to a point *ion haloes wowth Ol*4411S" Esiot 164.4? A**t er** te014 P*it at +carve oh tna contorlimo at than said famtosaiWkahmetoO Jusetloo 11040., 0,01d paisot of cure being opproaiately 1.240 fag% Warth and Hp' tott ebot,Oe. the quarter cornOr 00tN00* otadPowtioo* A4 seed thence abeth 40"34000, Oast 40 toot t the Northeoltarlf oefifigt ot th r*ght-eu.way t tkol,wilot Aeon& ttooteto Pat10,40, 6* eatebitihod by dood r0c0V404 lAn*Wit Xlett Comoty AocOrdArpo Po+ ..„ 2,24,0*0 (on0 now known to the tity toott40 tfonoospolon Lia* dart et sr thonc4 Perth oview Meat oleo. oetkoll *Virtt.-ofoOlf4t4.2t foot to the teuo point of bookfatibit *aid cebto0Abet * try0Ata aouth 80°34'000 **at 400 tifot to the 17000, Of totties4 'said tontetlins eft the feettaoatOtIV **694* V 00A41001diala61** lino rieht al troy. bath tlitasta 114 upip city at wakana, sty 41. temulf4i 40,1ota aeabknotemc FIECENTO CITY OF .10KWILA WAR 2 9 1939 BURDINti VEST p FOUND MONUMENT AS ,NOTED • SET ;/4' LP. O SET TACK \C'ITFi L.S. TAG NO. 11563 --- SANITARY SEWER LINE SANITARY MANHOLE ----� STORM SEWER LINE O STORM MANHOLE O CATCH BASIN -- -- (1Y - - -- WATER LINE GAS LINE - - - -U ?- -- - UNDERGROUND POWER LINE - -- U.T. - - -- UNDERGROUND TELEPHONE LINE WV G.V. MAW. F.H. F ?V. T.V. WATER VALVE GAS VALVE WATER METER FIRE HYDRANT POWER VAULT TELEPHONE MANHOLE UTILITY POLE 0 04 0 VIA CD (f3Y - - - - -- — - S. -. - - 41• 4,y/ c a. NOTE: Outfull Pipes (der / �� l U'� Prop. Line 20.4' AV��. -CB LOCATION-PORTION OF 30' STRIP RIVER9ANi< PROTECTION ESMT/ A.F. No, 5928214 i/ C-Pre\6.o:4-95111.--< / ER iC�.�tl FENCE S 9,MH SDMH SMH CET v ✓i Ail! Ii 'x 10' W/L ESMT. 4.F. Imo, 7312050083 SDMH. LEGAL DESCRIPTION (Commitment American Title Insu^anae Company Na i 13944 / Aoril 22,'585) The lend referred to in this commitment is situated In the Stet, of enshlnetcn County of Xing and is described as follows: SSMH. CA RCEt. A: .c8 SMH. • SDMH. ' z� 1 60' INGRESS a EGRESS ��\� A.F: No.7205260584 \„ &o, 6O1‘CNGRESS, EdziESS a UTILITIES E 1;' �,1' F,/A.E. No. 7510310364 l + H w /WV cepeA, tie .4 Teed 4L • c, JIT RISER RIVERBANK PROTECTION r�7.r. ESMT./AE W. 5479828 C.B. �A1'3Sri TELEVISION BOX. T.V., (PARCEL B) 60' ESMT. FOR ACCES$ AND UTILITIES A.F. No. 6126720 SSMH. 4e et WM t 1w.v.., C�'1 \S S.IVIH. . gib tern,, W v. 'CABLE TEI..EVISKA FAX ELEC. DJX CB. SURVEYOR'S CERTIFICATE To: Kaiser Development Company First American Title Insurance Company This is to certify that this map and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for Land Title Sur- veys," jointly established and adopted by ALTA and ASCM in 1962, and edited and reaffirmed by ASCM in 1979. cu That portion of the Stephen foster Donation Clain No. 16 and of the C. C. Lewis Donation Clain No. 37, in Sections 10, 11. 14 and 1:, Township ?3 North, Range 4 Eliot, N.N., in Xing County, Washington, described as fellows: Commencing at a point which beers North 40'01'05" Kest 920.15 feet from a ronument at the pant of intersection of a curve on the centerline cf the Duvemieh- Renton Junction Road, acrid point of intersection being approximately 1,000 feet feat end 20 feet South of the quarter corner between seed Sections 14 and 15: thence North 49'24'00" West 815.00 feet on a line parallel to and 150.00 feet Northeasterly of the centerline of said Luwarlsh- Renton. Junction Road, to a point which beers North 01'44'35" East 199.17 feet from the point of curve on the centerline Of the said Duwamish- Renton Junction Road, said point of curve being approximately 1,200 feet worth and 440 feet West of the quarter corner between said Stetloms 14 and 15: thence South 40'16'00" West 20 feet to the Northeasterly eergin of the right -of -way of the Nett Sound Electric Railway. as established by deed recorded under King County Recording No. 31nSP8 (and now known, as the City of Seattle transmission line r ight of way): thence North 49'24'00" West along said right -of -way 980.29 feet to the true point of beginning: thane" South 49'24'00" Eert 400.00 feet.: thence 1 :firth 4O.36'DO" East 707.10 leer: thence South 49'24'CO" Feet 5!,4.29 feet: thence North 40.36'00" East 581. ?0 feet to a point Which is hereby designated for purposes of this description as Point A; ;pence continuing North 40.76'00" East 6)3.11 feet, more or less, to 3 point 230 feet from the centerline of the right -of -way of the Steel Hill Bridge Pevetnent described in deed recorded under Piny County Recording No. 609S59, wench point Is also on the Southwesterly line or a tract of land conveyed to Xing County by deed recorded under Kin? County Recording No. d129!99: thence Westerly, along the eodtheester)y line of said Tract, 40 feet to the rest Westerly corner of said tract: thence North 40.36.00" East 30 feat, pyre or less, to the Southwesterly margin of the right -ot -way of the Steel H1]1 Bridge Revetment deccribed In instrument recorded ender Ring County Fecording Nn. 5926700; thence Northeasterly along the Southwesterly margin of said right -of -way of the Steel Will Bridge Nevetrent a distance of 2e9.el feet to the apparent line of vcgstet ion on the left bank cf the Dcvarith Piver: thence Westerly and Southwesterly along sold line of vegetation to a point which beers North 2 ?•40.55" Kest tree Point A: thence. continuing Northeetoterly along said line of vegetation to O point which beers North 40.3(•00'• Lest fror. the true point of beginning of thin detcrrption: thence South 40'3(.'Of' :test 2e feet. yore or less, to en Srcn pipe on the top of the bent: cf the Duwanise River; thence continulny South 40'36'00" west 1,156.4(• feet to the true ^pint of beginning: EXCLC7 that Portion described as follows: Be�innf ng et the true point of beginning described above; thence South 45'74'00" East Jic lest; thence North 40'3(•00•' Eaet 370 feet: thenec• North 4900•' Nest 340 feet to n point which bears North 40' ?6'00" East from the true mint of beginning: thence South 40'et•00' Wert 370 fet•t to the true point of beyin:�inq; E):CFn7 tt.et portion conveyed to ring County by deed recorded undo: Ming County Recording is y . 7604200675, lying Northerly of the following described line: Cornencina at Point A of the above described rein tract: thence North 40'3(.'00" rase (J7. F0 feet: thence Werth 4!••24'Ce" Wtet 4e feet: thence north 4f'36'0D" East 7e.Fe3 fret to the true point of reyinnine of said line and also- Beim en the Northwesterly line cf a tract of lend conveyed to Fine County by deed recorded under eine County Recording No. 6C7o.,.5; thence Ncrth 14'24' ?4" West 18.(7.2 feet: thence along a cunt to the left having a radius of 369.00 feet, en arc dletance of 247.610 feet and through a central angle of 31 2i• thencFt• 4South 09'06'50" West 57.5E7 feet: thence Sacth F7.)t'!2" Wert 17.519 feet; thence along a curve to the left having o radius of 134.0e feet. lib arc distance of 63.233 ;eat, and through 6 e:entral angle of thence South 57'30']1'• West 17!•.d42 feet: thence Soutt, 53'44'45" West 57.954 feet: thence South 62'05'04" West 53.517 feet: thence So:.th 67.22'29'• West 106.143 feet: thence South 72'19'14" West 5E.6ee feet: thence -.out!) 81'57'02" West 5e.258 feet: thence North 01'29'77" We :•t 46.690 feet: thence North 72'37'14" West 65.177 feet; thence /forth 1'30.11" East 11.619 feet: thence North 64.40.31" West 15.052 feet: thence South 64.12'30" Welt 12.11e feet: thec,ce North 73'09'05" West i1.653 feet: thence North 62'33.0e" rest 61.995 feet; thence Ncrth 49'01.7:" West 49.009 feet, thence North 47.53'01" West 51.700 feet: thence North 4)'34.24e West 75.275 feet, rote or less, to a point on the Northwesterly line of said rain tract which bears North 40.31•00' Cast 1,170,(719 feet fro,. the most Westerly corner of said tract End terminus of said line: A:D EXCEPT the SOUtheesterl•' 11 feet of said prenlses, lying within tract of land 50 feet in width, conveyed to the City of Tukwila for 40th Avenue South by deeds recorded under King County Recording Nos. 66347 ?), 6614272, 6634723 and 6634224, respectively. PARCEL B: An easedent for access road and utilities, as granted by instrument recorded under Xing County Recording No. 6126720, over that portion of the Stephan Foster Donation Claim No. 36 and of the C. C. Lewis Donation Claim No. 37, In Section 15. Township 23 North, Renya 4 East W.N., In Xing County. Washington, being s strip of land lying 30 feet on each side of and adjoining e centerline described as follows: Cotetaencing at a point which bears North 40.01'05" West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the eDuvamish- Renton Junction Reed, said point of intersection being epptoxinetely 1,00J fret east and 20 feet South of the quarter corner between said Sections 14 and 15; thence North 49.24'00" West 035.00 feet one Line parallel to and 150.00 feet Northeasterly of the cs.d:erllne of said Duwamish- Renton Junction Road, to a point which beers North 61.44'15" East 199.17 feet from the point of curve on the centerline of the said Dueaeiah- Renton Junction Road, said point of curve being epproxiotely 1,200 feet North and 440 feet Nest Of the quarter corner between said Sections 24 and 15; thence South 40.36'00° West 20 feat to the Northeasterly margin cf the right -of -way of the Puget Sound El4cttic Railway' as established by deed recorded under eine County Recording No. 3i069B fend now known ee Cho right of wall: City of Seattle trenseieeion line thence North 49.24'00" West along said right -ot -way 610.29 feet to the true point of beginning of said centerline: thence South 40'35'00" West 100 feet to the point Of terminus of maid centerline on the Southwesterly margin of said transmission Sine right of way. Both situate ir, the City of Tukwila. County of King, State of Washington. .fi'r? I1f 1Iil11iI11i11�. -`17 1 111 1111 I ICI ►ISI { ijl 1111 f 111 111f l 111 i I!I l I 1I I 111 f 111 I 111 111 11 j 111 l II1 11 i1 i1 1I 1I 11 11i1i{ iI i) I iI li i1 1 1 i111 1(' 11 1 I 1 I i. ;,1 I1 i1 11 i 1 I{ 1I I.V i 1 1 ,1 i 1 I 1 1 1 i 11: 1 I 111 11-1i L 11. 11. 111, 11 is ..... 5 11 7 -.... 9 t ) MA0EIN6f0N4f,r 6 � 12 NOT':: If the micrcfilrned document is less :dear then this notice, it is cue to the 4,uslity cf the oricrifiel c'otument. GG 5,1G 5Z ... 1 . , •... "r r, 1,.7 G � ,. .O : G Y .. . _(_ _.! _ .E L ZL Lt 01, -�r.a'� •1, 6 . ..I.#. 8 tg G S re v e+ 11111'Iili'111111li' 11{ ! 1111111111111l 11111111111!1i(,i 11I 1I IIIi111,11111i11111,111/11i1+ 1111111111111111111! 111111111 11 I1111111111f11Il11111111111I1► I I IIIIili,li III1111I 1(Iil llIII' ,II IIIIIIilill1 1illliU111 ' 11,IfI I11111111ill! liI I1' ; lli llfllfllll111111111j lIr'1 1IlIII 1 .IIIIIIIIiiIIlII1 1{I11 I' I r .•r1,'.- • � ;,.� _yrr.1, -•"' Date 8/2/85 Scale 1 :7100 Designed Drawn Q f?. Checked EW.C, Approved seem t*dex atilithiAki DEF'Y',